20040165 Ver 1_Complete File_20070828

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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 29, 2004
DWQ # 04-0165
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
PS/SE Ballentine Farms, LLC
Attn: Mr. Rob Shank
2514 Reliance Avenue
Apex, NC 27502
Subject Property: Ballentine Subdivision, Phases 5, 6, and 7
Dear Mr. Shank:
On February 6, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application
and on March 10, 2004 by receipt of your additional information regarding your plan to fill wetlands or
waters for the purpose of constructing a residential road crossing in Wake County. Unfortunately, your
consultant's recent response did not address our earlier issues. Approval from DWQ is required to
disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed
above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can
begin to determine your projects' compliance with 15A NCAC 2H.0500.
Stormwater Management
1. The plans provided with the original application are difficult to decipher. Please simplify the
plans and clearly depict all stormwater drainage, outfalls and any management devices.
Road Crossing
2. Please provide design details of this road crossing at a scale of 1"=50" or greater. Please
show the location and provide the amount of impacts for any rip rap to be used at this
crossing.
Previous Impacts
3. Please provide impact maps at least a scale of 1"=100' for all previously approved impacts.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A
NCDM
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
March 29, 2004
Page 2
Ballentine Farms, LLC
NCAC 2H .0505(c). The processing time for this application will begin when this information is
received. If we do not hear from you by writing or by fax at [phone] within three (3) weeks we
will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Todd Preuninger, S&EC
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
Department of Environment and Natural Resources
Division of Water Quality
Attn: Cyndi Karoly WETLANDS,!,/,
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2321 Crabtree Boulevard
Suite 250 401 ISSUED MAR 1 0 2004
Raleigh, NC 27604
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Re: Reply to the Division of Water Quality's February 12, 2004 Request for Further
Information for the proposed Ballentine Subdivision (Phase 5-7), Wake County, North
Carolina
Dear Ms Karoly:
This letter is in response to the letter from your office dated February 12, 2004 (copy
attached), which requested additional information for the proposed Ballentine Subdivision.
The following restates your questions as shown on your letter and then provides our
response.
1. Please provide the location of any proposed stormwater management procatices
as required by GC3402, in particular, indicate the location of all level spreaders
on the plan and provide the calculations.
I thought this item was addressed in our initial application. We provided your office Poi
t
with a full scale drawing of the stormwater drainage and outfalls as well as the
calculations. Please call if you need additional explanation.
2. Please specify the percent impervious based on estimated built out conditions.
See the attached calculations from the engineer.
3. Please indicate all stormwater outfalls on the site plan, especially at the road
crossing. \
Again, we provided your office with a set of full scale storwmwater drainage plans for
the site and felt that this item was addressed in our initial application.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory Office:
622 Coon Mountain Lane
Taylorsvilte, NC 28681
Phone: [phone]
Fax: [phone]
FILE CUPY March 9, 2004
S&EC Project # 3651.W1
DWQ# 04-0165
4. Please indicate whether the proposed headwalls are included with the proposed
total .....
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The proposed impacts include the headwalls and any disturbance to the channel itself 1. `r'
due to culvert or rip-rap. ? ? SV tj
5. Please indicate location of previous impacts........

We included an 8.5x11 of the entire site depicting all of the previous impacts for the G
earlier phases. r ., p
Please call if you have any questions or require further explanation.
Sincerely,
Todd Preuninger
Attachments: 1) DWQ letter dated February 12, 2004
2) Impervious Calculations
2
Ballentine Farms - Phase 5, 6 & 7
W&R Project # 203175.00
Impervious Surface Calculations
Total area within Phase 5, 6 & 7 52.34 AC
30% max impervious 15.70 AC
683,979 SF
Subtract Planned Impervious Area
Area within Curb & Gutter 177,842 SF
Area within sidewalk 33,176 SF
Remaining Impervious Surface Area 472,961 SF
Impervious Surface per lot (156 Lots) 3,032 SF
?O? wATE9o Michael F. Easley, Governor
William G. Ross Jr., Secretary
`O North Carolina Department of Environment and Natural Resources
r_
-I Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
J W Division of Water Quality
February 12, 2004
DWQ # 04-0165
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
PS/SE Ballentine Farms, LLC
Attn: Mr. Rob Shank
2514 Reliance Avenue
Apex, NC 27502
Subject Property: Ballentine Subdivision, Phases 5, 6, and 7
Dear Mr. Shank:
On February 6, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to
fill wetlands or waters for the purpose of constructing a residential road crossing in Wake County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in
your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H .0500.
Please provide the location of any proposed stormwater management practices as required by GC 3402 in
particular indicate location of all level spreaders clearly on the plan and provide calculations.
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalls on the site plan, especially at the road crossing.
Please indicate whether the proposed headwalls are included within the total proposed impact to the UT to
Terrible Creek.
Please indicate location of previous impacts (besides those in areas 2 and 10) in relation to the currently
proposed road crossing.
Please telephone Ed Schwartzman at 919-715-3477 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The
processing time for this application will begin when this information is received. If we do not hear from you by writing or by
fax at [phone] within three (3) weeks we will assume you no longer want to pursue the project and will consider it
withdrawn.
Sincerely,
John R. Dorney
401 Water Quality Certification Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Todd Preuninger, S&EC
?R
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), (htt12://h2o.enr.state.nc.us/newetlands)
Customer Service #: 1-877-623-6748
?0F NIA7,c9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
? r
> =1 Alan Klimek, P.E., Director
Y Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 12, 2004
DWQ # 04-0165
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
PS/SE Ballentine Farms, LLC
Attn: Mr. Rob Shank
2514 Reliance Avenue
Apex, NC 27502
Subject Property: Ballentine Subdivision, Phases 5, 6, and 7
Dear Mr. Shank:
On February 6, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to
fill wetlands or waters for the purpose of constructing a residential road crossing in Wake County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in
your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H .0500.
1. Please provide the location of any proposed stormwater management practices as required by GC 3402 in
particular indicate location of all level spreaders clearly on the plan and provide calculations.
2. Please specify the percent of project imperviousness area based on the estimated built-out conditions.
3. Please indicate all stormwater outfalis on the site plan, especially at the road crossing.
4. Please indicate whether the proposed headwalls are included within the total proposed impact to the UT to
Terrible Creek.
5. Please indicate location of previous impacts (besides those in areas 2 and 10) in relation to the currently
proposed road crossing.
Please telephone Ed Schwartzman at 919-715-3477 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The
processing time for this application will begin when this information is received. If we do not hear from you by writing or by
fax at [phone] within three (3) weeks we will assume you no longer want to pursue the project and will consider it
withdrawn.
Sincerely,
John R. Dorney
401 Water Quality Certification Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Todd Preuninger, S&EC
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), (httn://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
US Army Corps of Engineers
Attn: Mrs. Jennifer Burdette
6508 Falls of the Neuse Rd., Ste.
Raleigh, NC 27615
6,40165

120
RE: Nationwide Permit 39 and Buffer Compliance
Ballentine Subdivision, Phases 5, 6 & 7
Fuquay-Varina, Wake County, North Carolina
S&EC Project #: 3651. W 1
Dear Mrs. Burdette and Mr. Dorney:
February 5, 2004
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
WETLANDS 1401 GROUP
FEB 0 h 2004
WATER QUALITY SECTION
On behalf of Ballentine Farms, LLC (property owner), we hereby request authorization
from the US Army Corps of Engineers (USACE) to use Nationwide Permit 39 for
proposed permanent impacts to a perennial channel resulting from a residential road
crossing. In addition, we request written concurrence from the North Carolina Division
of Water Quality that the project complies with the Neuse Buffer Rules and the 401
Water Quality Certifications associated with NWP 39. A Pre-construction Notification
Application (PCN) is attached, which includes an Agent Authorization Form.
The site, consisting of phases 5-7 is ± 54 acres in size and is part of a larger, multi-phase
development that will total approximately 200 acres in size. The site is located east of
Sunset Lake Road (SR 1301) and north of Terrible Creek in Fuquay-Varina, Wake
County. Please refer to the attached map (Figure 1) for the project's location on a USGS
topographic quadrangle.
The purpose of this project is to construct a residential subdivision that will meet the
demand for housing in this area. Proposed impacts resulting from the road crossing will
total 139 linear feet of perennial channel, 8,634 square feet to Zone I and 5,074 square
feet to Zone 2 of the Neuse Buffers. A mulched path is also proposed along the southern
side of the previously mentioned perennial channel, segments of which will be located in
Zone 2 of the buffers. Because no vegetation will be removed, we believe the path is
exempt from the buffer rules, however we are providing DWQ with this information as a
courtesy and for review.
Charlotte Office: Greensboro Office: Hickory Office;
236 LePhillip Court, Suite C 3817-F, Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] nx: [phone] Fax: [phone]
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
February 5, 2004
S&EC Project #: 3651.W1
Page 2 of 3
S&EC completed a detailed wetland delineation and Neuse Buffer Evaluation in 1999.
On February 8, 1999, Mr. Todd Tugwell with the USACE issued a Notification of
Jurisdictional Determination (AID 199920461). On January 25, 1999, Mr. Steve
Mitchell with the NC-DWQ visited the site to determine to starting point of riparian
buffers (NBRRO 00-047). A copy of the Jurisdictional Determination and the Neuse
Buffer letter are attached. Nationwide permits 12 and 26 were previously issued for the
entire 200 acre multi-phase development in 1999 (AID 199920461/199920885).
However, the perennial channel impacts never occurred since two of the proposed road
crossings (areas 2 & 10) were not constructed (see attached copy of previously permitted
areas and original channel impacts). The plans have been revised to avoid one crossing
entirely and reduce impacts at the other crossing. Based on the previous application, and
the fact that no important/significant channel impacts have occurred, we believe the
revised plans will still fall below the thresholds that require mitigation or an Individual
Permit.
Buffer Compliance (Road Crossing & Mulched Path)
The applicant proposes a residential road crossing, labeled Exhibit B on the attached
impact maps, across an unnamed tributary to Terrible Creek. This crossing will impact
13,708 square feet (0.32 acres) of riparian buffers. Erosion and siltation control devices
will be used during construction of the road crossing. The applicant also proposes a
mulched path, which will be six feet wide, segments of which will be located within the
Zone 2 buffer. The project engineer has provided a "Statement of Justification" for the
impacts. We believe this is an exempt activity provided the health of the vegetation is
not compromised. Please see this attached statement for further detail.
The NC-DWQ requires riparian buffer mitigation for stream crossings resulting in greater
than one-third of an acre of impacts or > 150 linear feet per crossing. Because the
proposed stream crossing is below these thresholds, no buffer mitigation is proposed. As
stated in the attached "Statement of Justification", the proposed mulched path is required
per Town of Fuquay-Varina planning and will greatly enhance open space access within
and around the subdivision and the adjacent Wake County Public Schools facility.
Nationwide Permit 39
An unnamed tributary to Terrible Creek separates the central and northeastern portions of
the property from one another, making it necessary to construct a road crossing over the
channel. This crossing will be an extension of the existing Trefoil Lane, which currently
stubs south of the perennial channel. In order to minimize impacts, headwalls will be
installed on either side of the proposed roadway. The applicant will employ appropriate
erosion and siltation controls during construction. This project will comply with the
general and regional conditions of N WP 39. No wetlands will be impacted by the
proposed road crossing.
February 5, 2004
S&EC Project #: 3651.W1
Page 3 of 3
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and may require
compensatory mitigation to offset unavoidable losses of waters of the US when impacts
exceed the thresholds for notification (0.10 acre) or if a discharge causes the loss of any
open waters. In an attempt to minimize impacts, the applicant proposes the use of
headwalls and will cross the channel perpendicularly. Typically, impacts of less than
150 linear feet of important channel do not require mitigation; therefore, S&EC does not
believe mitigation should be required by the USACE for this project. However, if
mitigation is required, the applicant proposes payment to the NC-EEP.
NC-DWQ's current policy requires mitigation for perennial stream impacts of greater
then 150 linear feet per project. Because the proposed impacts are below these thresholds,
we do not believe mitigation should be required.
Sincerely,
Todd Preuninger
Biologist/Project Manger
Attachments:
Pre-construction (PCN) notification form
Site Location Map-USGS (Figure 1)
Proposed Channel Impact Maps (Overall map, Exhibit B)
Proposed Mulched Path Maps (Exhibits C & D)
General Permit Verification & DWQ Approval
Previous Permitted Proposed Road Crossing Impact Maps (Overall & Inset B)
Agent Authorization Form
Statement of Justification for Zone 2 Impacts
NC-DWQ Neuse Buffer Letter
USACE Jurisdictional Determination
$200 Check to NC-DWQ
Office Use Only' Form Version May 2002
USACE Action ID No. DWQ No.
(if any particular item is not applicable to this project, please enter NOT Hppucaoie or NSA .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: PS/SE Ballentine Farms, LLC
Mailing Address: Attn: Mr. Rob Shank
2514 Reliance Avenue
Apex NC 27502
Telephone Number: 919-303-8525 Fax Number: 919-303-8524
E-mail Address: Not Available
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Todd Preuninger
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax number: [phone]
E-mail Address: Preuninger SandEC com
Page 1 of 9
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: Ballentine Subdivision - Phases 5,6 and 7
2. T.I.P. Project Number or State Project Number (NCDOT Only):
NA
3. Property Identification Number (Tax PIN): 066702972793
4. Location
County: Wake Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): Ballentine Subdivision Phases 5, 6, & 7
Directions to site (include road numbers, landmarks, etc.): The Ballentine Subdivision is
located east of Sunset Lake Road (SR 1301) and north of Terrible Creek, lust north of
Fuquay-Varina (please see attached USGS site vicinity map)
5. Site coordinates, if available (UTM or Lat/Long): 035°36'49.00"W / 078°46' 14.02"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Current project + 54 Acres; Total property size + 200 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Terrible Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is an undeveloped wooded tract. Existing phases
1-4 are located west/southwest of the site.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project is a single-family residential subdivision with the typical utilities (i.e.,
sewer, water, electric etc) One perennial channel and its associated riparian buffers will be
impacted to provide a road crossing for the Ballentine Subdivision In addition the applicant
proposes a mulched path that will be located along the riparian buffer. Typical excavating
and grading equipment will be used during construction of the road crossing.
11. Explain the purpose of the proposed work: The channel crossing_ is proposed in order to
access contiguous portions of the subdivision The mulched path will be located adjacent to
and paralleling the stream Portions of the path will be located in Zone 2 of the buffer
(please see attached "Statement of Justification for Buffer Impact for Greenway Trail"). The
trail will be constructed of mulch and will not compromise the health of the existing
vegetation
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Nationwide Permits 12 and 26 were issued previously for the entire project in 1999. However,
the permitted important/significant channel impacts (Areas 2 & 10) never occurred (see attached
copy of 1999 impact mks) S&EC completed a detailed wetland delineation and Neuse Buffer
Evaluation in 1999 On February 8 1999, Mr. Todd Tugwell with the USACE issued a
Notification of Jurisdictional Determination (AID 199920461). On Janum 25, 1999, Mr. Steve
Mitchell with the NC-DWQ visited the site to determine to starting point of riparian buffers
(NBRRO 00-047). A copy of the Jurisdictional Determination and the Neuse Buffer letter are
attached.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future impacts are expected at this time
Page 3 of 9
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: One perennial channel and its
associated riparian buffer will be permanently impacted for a road crossing.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact I00-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma) (acres) (es/no) linear feet)
NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, nit,
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 (FF,MA) 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://w?v\v.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: > 1 acre
Total area of wetland impact proposed: None
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma (linear feet Before Impact lease specify)
Road Crossing Culvert/rip-rap 139 UT to Terrible Creek 3-4 feet Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.use,s.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maQquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 139 linear feet
Page 4 of 9
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):-NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):-NA
Size of watershed draining to pond:-NA Expected pond surface area:-NA
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.
The applicant requested a Neuse Buffer delineation of channels on-site prior to site plan
development in order to determine the extent and location of streams and buffers. Although
jurisdictional areas were avoided to the maximum extent practical, one unnamed tributary to
Terrible Creek separates the central and northeastern portions of the property from one another,
making it necessary to cross the channel. This crossing will be an extension of the existing
Trefoil Lane, which currently stubs south of the channel. Please note that the 1999 plans called
for 2 road crossings and the current design only impacts the channel at one location. The
applicant plans to cross the channel at an approximately perpendicular angle in order to minimize
impact to the stream and riparian buffer. The proposed mulched path is required as part of site
plan approval from the Town of Fuquay-Varina. The path will connect the subdivision with the
Wake County Public School facility adjacent to the west of the property. In order to provide a
natural and more scenic setting for outdoor recreation the path has been designed to parallel the
channel. This activity is exempt from the buffer rules but has been provided for your review.
Page 5 of 9
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 functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
1-ittp://li2o.enr.state.nc.us/ncwettands/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/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.
The jurisdictional areas have been avoided to the maximum extent practicable. Impacts to
the channel are less than 150 linear feet and will be minimized by using headwalls and
crossing at a nearly perpendicular angle. Moreover, mitigation is not required by DWQ for
perennial channel impacts of less than 150 linear feet per project. Two impacts were
previously permitted for two road crossings, however construction never occurred. Because
perennial channel impacts are less than 150 linear feet for the entire subdivision, we do not
believe mitigation should be required. If mitigation is required, the applicant proposes
payment into the NC-EEP.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/M/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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 7 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.
Road Crossing (Exhibit B)
Zone* Impact
(square feet Multiplier Required
Mitigation
1 8,634 3 NA
2 5,074 1.5 NA
Total 13,708 NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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.
XI. Stormwater (required by DWQ)
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.
Site will contain <30% impervious following? construction, as Der comments by Mr. Dale
Werenko of Withers & Ravenel (Project Engineer).
XII. Sewage Disposal (required by DWQ)
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.
The proposed subdivision will tie into the exiting Town of Fuquay-Varina sanitary sewers sum.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 8 of 9
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).
AC V ,- e_-
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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Ballentine Phase 5 6 7
Statement of Justification for Zone 2 Buffer Impact for Greenway Trail (allowable use)
Ballentine Subdivision Phases 5, 6 & 7 is a residential subdivision located in the town of
Fuquay Varina. It consists of 156 single family residential lots on 53.7 acres and is
bisected by a NCDENR/DWQ regulated Neuse River stream buffer that meanders
approximately northwest to southeast across the site. Part of the site plan approval
through the Town of Fuquay Varina requires that a public trail be constructed from an
existing greenway in the southern phase of Ballentine bordering this project to the Public
School facility bordered on the western boundary. We are proposing the greenway trail
be located adjacent to and paralleling the stream, meandering in and out of the buffer
Zone 2 as dictated by site constraints.
The proposed grading of this site requires a graded/sloped backyard for the lots and will
create tie-out slopes at the rear of the lots along the buffer. In most cases these slopes are
located outside of Zone 2. The greenway trail will follow these rear lots. In some areas
the slopes tie-out at the buffer line and do not provide for locating the trail outside of
Zone 2. These locations would require the trail be located inside of Zone 2.
Providing the trail along the buffer provides a more natural and scenic setting for hiking,
biking and other outdoor activities and would allow the public to enjoy the benefits of the
open space required for this project.
This trail will be a 6' wide mulched trail and will be installed with minimal disturbance to
existing vegetation. The trail will meander between existing trees and vegetation to avoid
disturbance. The entire trail length paralleling the stream is approximately 1870 LF. We
are requesting to locate approximately 785 LF (approximately 42% of the trail length
along the stream) of the greenway trail inside Zone 2 of the Neuse River Buffer.
S&EC, Inc. Project # 98-3651
8a. Have any Section 404 permits been previously requested for use on this property? YES ( ) NO (X)
If yes, provide Action ID number of previous permit and any additional information (including photocopy of
404 certification). NIA
8b. Are additional permit requests expected for this property in the future?
YES ( ) NO (X) If yes, describe anticipated work: N/A
9a. Estimated total number of acres in tract of land: + 200
9b. Estimated total number or acres of wetlands located on project site: > 10
10a. Number of acres of wetlands impacted by the proposed project by:
Filling:
Excavation:
Flooding:
Drainage:
Other:
Total acres to be impacted:
Proposed Imacts
0.816 (NW26)
0.434 (NW12)
1.249 (Total)(Permanent = 0.816)
10b. (1) Stream channel to be impacted by the proposed project (if relocated, provide distance both before and
after relocation):
?t ok Length before: 262.9 Lf, associated with 4 road crossings 1128.2 U. potentially "important"
(Areas 2 & 10): 134.7 Lf. "un-important" (Areas 1 & 7)1
17, ?7 After: n/a
Width Before (based on normal high water contours): 3' Width After: n/a
?p Average depth before: <V After: n/a
* In addition to the four road crossings of the secondary "intermittent" stream channels, Terrible
Creek will be crossed with a sanitary sewer line in two locations to connect to an existing sanitary
sewer line. The creek is approximately 10 feet wide in these locations and the proposed linear feet
of impact for both crossings will be less than a total of 80 feet. The crossings will comply with all
the General Conditions stated within Nationwide Permit #12.
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: Placement of pipe in channel: X
Channel Excavation: X Construction of a Dam/Flooding:
Other:
11. If construction of a pond is proposed, what is the size of the watershed draining to the pond? n/a
What is the expected pond surface area? n/a
12. Description of proposed work including discussion of type of mechanical equipment to be used (attach plans
8 1/2" x 11" drawings only):
The proposed work will include impacts to wetlands and waters for the purpose of
constructing a residential subdivision Nationwide Permit 12 will be used for the installation
of a sanitary sewer line and Nationwide Permit 26 will be used for lot fill and road
construction.
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_ U.S. ARMY CORPS 01" ENGINEERS
Wilmington District
Action ID: 199920461 / 199920885 County:
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner PS/SE - Ballentine Farms, LLC
Address 203-C Colonades Way
Cary North Carolina 27511
Telephone Number 919-233-8000
Authorized
Agent Soil & Environmental Consultants, Inc.
Attn: Bob Zarzecki
Address 244 West Millbrook Road
Raleigh NC 27609
Telephone Number 919-846-5900
Size and Location of Property (waterbod , Highway name/number, town, etc.):
The property is approximately 200 acres in size and is located east of the intersection of Sunset Lake Road
(SR 1301) and Ballentine Dairy Road (SR 1400), in Fuquay-Varina, Wake County, North Carolina. The
site is adjacent to Terrible Creek, above headwaters, in the Neuse River Basin.
Description of Activity: This permit authorizes mechanized landclearing, excavation, the installation of
pipes, and the placement of fill associated with the construction of Ballentine Farms subdivision. Impacts
to wetlands and waters authorized by this permit include 0.434 acre for utility line crossings under NWP
12 (AID 199920461) and 0.815 acre of wetland and channel impacts for lot fill under NWP 26 (AID
199920885). Impacts to wetlands and waters total 1.249 acre.
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
12 & 26 Nationwide Permit Number(s)
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 Todd Tugwell at telephone number (919) 876 - 8441 extension 26
Regulatory Project Manager Signature
Date May 19 1999 Expiration Date May 19, 2001 (NWP 12)
Expiration Date September 15, 1999 (NWP 26)
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF: Wake County EH&CD (enclosure)
State of North Carolina
0'epartment of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 -4
l
NCDEN?
NORTH CAROLINA DEPARTMENT OF 1L1'
ENVIRONMENT AND NATURAL RESOURCES'
June 10, 1999
Wake County
DWQ Project #990380
APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
PSLSE- Ballentine Farms, LLC
Att; David Goracke
203 -C Colonades Way
Cary N.C. 27511
Dear Mr. Goracke
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 1.249
acres of wetlands or waters for the purpose of constructing the proposed Ballentine Farms Subdivision, as you described in your
application dated 19 April 1999. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Numbers 3101 and 3108. These certifications allows you to use Nationwide Permit Numbers 12 and 26
when the Corps of Engineers issues these. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .033). 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.
I. 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 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 nonerosive velocities
through the protected stream buffers.
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. 276 1 1-7447. 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 Domey at 919-733-1786.1
y
err tevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
John Dorney
Central Files
Bob Zarecki 990380.Itr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer • 50% recycled/10% post consumer paper

March 10, 1999

Bob Zarzacki
S&EC,Inc.
244 West Millbrook Road
JAMEs B. u
G GOVERNOR Nr1R. Raleigh, N. C. 27609
Subject:
,. n

Dear Mr. Zarzacki:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
1
Neuse River Basin Riparian Buffer Rules
NBRRO 99-047
S&EC #98-3651
Ballentine Property/Terrible Creek
Wake County
On January 25, 1999 I met with you at the subject property to conduct a site visit for the above referenced
project. This project is referenced by the Raleigh Regional Office as NBRRO 99-009. It was determined
that there are several features on site that are at least intermittent streams and therefore subject to the Neuse
River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing
Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233).
The streams (features) have been delineated on the map received by this Office January 26, 1999 and the
areas applicable to protection under the Neuse Buffer Rules are as follows:
From Flag NBR 01 beginning at the edge of the property along the 1400 series flags to the eastern
property line;
From flag NBR 02 beginning at the stream channel split in the upper pond near flags 317 and 318
continuing south to the end of the forested vegetation;
From the end of the tree line to the second dam, there is no protection afforded to the stream because
there is no forested vegetation to protect;
Fifty feet from the breach in the dam south to the property line along the 1000 series flags;
and, the impounded water along the 1300 series flags at the southeast corner of the property.
?• ."Thank you for your attention to this matter and if this Office can be of any assistance or if you have
`I additional questions, please do not hesitate to contact us.
%?ty cc: RRO/Domey
' H:\nbrlet.for\neuse.buf\balntine:047
Sincerely,
eve Mitchell
Environmental Scientist
P.O. BOX 29535, RALEIGH, NORTH CAROLINA 27626-0535
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFI-IRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Ill: 199920461 County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property
Owner Nancy Elliott
c/o Soil & Environmental
Consultants, Inc.
Authorized
Agent ental Consultants,, Inc.
`'tA Zarzecki
Address 244 West Millbrook Road
Raleigh, NC 27609
Telephone Number 919-846-5900
Telephone Number 919-854-9979
Size and Location of Property (waterbody, Highway name/number, town, etc.):
The property is approximately 200 acres in size and is located east of the intersection of Sunset Lake Road
(SR 1301) and Ballentine Dairy Road (SR 1400), in Fuquay Varina, Wake County, North Carolina. The
site is adjacent to Terrible Creek, above headwaters, in the Neuse River Basin.
Indicate Which of the Following Apply:
0 There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
0 Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
0 There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
This project is located in the Neuse river basin. You should contact the North Carolina Division of Water Quality
at [phone] to determine additional requirements specific to this river basin.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Todd Tugwell at telephone number (919) 876 - 8441 extension 26
Project Manager Signature,
Date February 8, 1999 . Expiration Date February 8 2004
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
01/19/2004 17:27 1ST AMERICAN LAND 4 8469467 N0.047 P002
qI/10/2004 X8:08 Fat
I1O;l & ]Environmcntal Consultants, PA
I 1010 Raven Ridge Road • Raleigh. North Carolina 27614 • Phone; [phone]
www.Sandzc,com
AGENT AUTHORIZATION FO1RMv J

Name:
Address:
Phone:
project Name/ Description:
Date:
The Department of the Army Distract
U.S. Army Corps of Engineers, WiJmington
P.O. Box 1890
WAdijngto`r?, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
,tv
PA to nViTOn I, the current o e owner, herby designate and&uth r2* 5dons,Ete furnish upon reA s '
acct in my behalf as my agent in the processing Pe day of
sup lemental information in support of applications, etc- from this day forward. The Y
Iris notification supersedes any previous correspondence concerning the agent for this project.
NOTICE'. This authorization, for liability when accom an. d by 9&-EC staff. youishou d call S&EC
and professional government officials to enter the property P
to arrange a site meeting prior to visiting the site.
Print Property Owrxer's Name
cc' Mr. john Dorney
NCDENR - DWQ
2321 Crabtr0l-- Boulevard
1 ' NC 27"
Property pwner's Signature
cc_ Mr. Todd Preuninger
Soil & Environmental Consultants, PA
Ra sigh, .
1?4>y (7Pficc:
tO 622 Coup Mountain l..une
Charlotte Ofd: 3g17-r, Law?dale Drive
2361.cPh iP C PUP, Suite C Greensboro. NC 27455 'ftylorsvilld. NC 28681
phone (R2B) h35?5820
Concord., t`?C 28025. ,..i phone: [phone] Fax: [phone]
plwnc: (704j 76- .940 Fax: [phone]
Fax' (?04)720-9406.

DWQ# "'A b 1(0S Date 0 3 - JLa - 0 `-I- Who Reviewed: 7s10 w- 3- XO-0y
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
( pJ Pct
Ail"
0o') 47,w

DWQ# 0 1 (O? Date ') Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan. ,.p
? Please indicate the location of the protected buffers as overlays on the site plan. w
O?
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
3qa? ?taf?1 cu(0.t"
I? Please provide the location of any proposed stormwater management practices as required by GC I1 () Q?
1/IJaC.tre ?0 GC1
e pro ' de the w a pr s uir dZ I tv 2 1 fi Q ? ce d e r
Please specify the percent of project imperviousness area based on the estimat?atedl, built- td out condition (16V 1 Cl e'.
Al
Please indicate all stormwater outfalls on the site plan. GQ I GtA. ? 0A i Q 0-,-
to ro
leas 1ndicat ow ovisi ores > pl Gf .1 ud of a " hP ` ?1 S
? Please indicate whether or not the proposed impacts already been conducted
I a ?5
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove'nutrients before the stormwater can be discharged through the buffer.
?Tf othe? ?ndlc?-fie. whetina_c ??? ? 6e% ] head.walls c?r? n?.ld??,:f
V" w \?? \ n ,? +o+all lpf, n to ? ? sr Ufi 40 -rcrv 01? C r ?? k
? The application fee was insufficient because over 150 feet o str and/or over 1 cre of wetland impacts were requeste lease
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 211.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project. f
??ea?? '(l?lc4?e I(JGOI? 141n Q 7 PUE?iJIGC1'`a I(r)far-+S?beS?OL 4h
¦ Complete Items 1, 2, and 3. Also complete
Item 4 If Restricted Delivery Is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailplece,
or on the front If space permits.
t. Article Addressed to:
PS/SE Ballentine Farms, LLC
2514 Reliance Avenue
Apex, NC 27502
DWQ# 04-0165 - Wake
A. Signature
X
Agent
B. Received by (P/lnted Name) v I C. Date of Deliver
II L(-L- I._ mia
D. Is delivery address different from Item 1? Cl Yes
If YES, enter delivery address below: D No
3. rvloe Type Ir
,Certifled Mall ? Express Mall
?'. Registered 'j?Retum Receipt for Merchandlei
?' Insured Mall ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? yes
2. Article Number 7002 2410 0003 0275 4704
MansMr JIMM senAce /ebeq
3S Form 3811, August 2001 Domestic Return Receipt 102595-02-M-164
UNITED STATES POSTAL
Sender: Please
Nw
II ? `, .-'` ., ., . osta?gaewFetas,P.a
c t; Permit NQ d-1
4ciw", addreserwd BLIT .this box'
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

¦ Complete Items 1, 2, and 3-Also complete
Item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front If space permits.
1. Article Addressed to: M ore- 7-n
PS/SE Ballentine Farms, LLC
2514 Reliance Avenue
Apex, NC 27502
DWQ# 04-165 - Wake
A. Signature
X Agent
? Addressee
B. Received by (Printed Name) C. D„@te of geiiyer
D. Is delivery address different from Item 14 ? Yes
If YES, enter delivery address below: ? No
3. Service Type
certified Melt 0 Express Maii
13 Registered 0 Retum Receipt for Merchandim
? Insured Mall ? C.O.D.
4. Restricted Delivery? (Extra Pee) ? Yes
2. Article Number 7002 2 410 0003 0275 4063
Marwisr from service k beq
DS Form 3811, August 2001 Domestic Return Receipt 102595.02-M•154
?l
UNITED STATES POSTAL SERVI ? I R14 A,
r+ A 8 p8?d
4i p M r ?? .
• Sender: Please
FEB 2 7 2004
NC: DENR Division of Water Qft&t ER QUA`1TySECTION
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
a i 1??I?11???1?11??11?...I.,1??1?1,?l?1?11?„?II??I?I?Ii?????1{.1
ZIVIL a CNVInVPIMCM IAL GVIY.lUL1AN I*, YA
NC Division of Water Quality 3651.W1
Tran # Invoice Type Date Reference
1989 3651.W1 Invoice 02/05/04 PERMIT APP FEE
Date:

02/05/04
Balance
$0.00
Check Number
Check Amt:
Discount
$0.00
016469
16469
$200.00
Pay Amoun*
$200.00

~ ~ - ~ ~ ~
h . ` e
- 20_PUBUC G EENW_AY EASEMENT ! _ \ ~
- - -
~ - - - - - i ~ i - _ _
' ~ `1 \ _ fr

1 I ~ ~i
SUNSET LAKE ROAD HILLTOP NEEDMORE ROAD JOHNSON POND ROAD
~ BASS LAKE ROAD
. r" ~ - ' ~ - ~ 1 ,r ~ ~"e
/ a ~ ~ - fib. 'r ~ ~ _ _ _
~ SUNSET LAKE ROAD
~ ~ - 1 1 . 1 ~ J9t, 'iPfi. JOHNSON POND ROAD i ~ 3
_ F ~ I R2 JAMES SLAUGHTER ROAD
~ ~
MAIN STREET-US 401
. ~ _ 1,
, ~ i
` I I I 1 _ SITE ~Yr/,,, ~ BROAD STREET NC 55
r ~ , i STEWARi JOHNSON
, _ ~ / ' ~ , a STREET POND ROAD HILLTOP ROAD ~ , JUDD PARKWAY i~
~ _ l BROAD STREET
J ~ / /'1. ~ ~ - WAKE CHAPEL kOAD NC 42
\ r - 4` ' ~ NC 55
~ EvE~ se ~ . i i _ ` MAIN STREET-US 401, NC 42 ~~~`~-s ACADEMY STREET PURFOY ROAD
MAIN STREET-US 401,NC 55, NC 42
.o, ~
~ _ e ',7~ . _ y~
. y . x,
. - . S
a J - . i
- 'ice. Y _ _ 1"=5,000'
\ _ _ ~ V
LtJ , -
' _ c ~ ~ - - _ . _ .
_ r - _
p ~ _ 1 1 ~ ~ _ a ~ \
t-- ~ _ ~ ~ - `
~ ~ -
I x ~ _ NRB Im acts Summa r I , 2
_ I LEV~I SP EADER - _ _ _ ~ ~ Zone 1(Road Impact) 9,898 ft .I z
a I ~ , Zone 2 (Road Impact) 4,564 ft
- ~e"~ - - - - ~ I - ~1~~_ - - Zone 2 (Greenway Impact) 325 ft
I - _ - .fr _ _ 'I
- _
- _ 401/404 Disturbance
a, _ _
. , _ ~ ' . PerenniaUmiti atable 177 LF - - ,
, ~ - ' / I -~Y. ~ , Intermittent/unmitigatable 71 LF - _
~ _ Wetland 6 277 ft2 0.1441 ac
DER,
i ~ ~ ~ , - ~ ~ ~ ~ ~~1
~C - _
i ~ - , , ~ „r ~ i , ~ s..
_ R . 0 ~ ~ Im envious Area Summa ELSI'R p rV
q ~ a, Total Tract Area 53.69 ac

r~ _ _ ~ _ ~ ~ Z c~U - , _ ~ ~ - _ _ ~ , ~ m ' ~ Im rvious Area in Roa wa 4.08 ac v. pe d y ~ ~
~ _ _ _ _ - i ~ ' -~4N _ ~ _ - ~ _ . ~ Impervious Area in Sidewalk 1.02 ac _ * 2
, _ , _ _ i _ _ _ i Maximum Im ervious Area in each lot 3,057 ft /lot P
- - _ - ~ \ i'; - 0.0702 acre I lot ( )

_ - - 243 ~ ~ , a / -
/
I 274._ ~ \ a~x sr+~ ~ ` . I -318 o rc a+ 275 _ ~ Impernous area in each lot includes footprints of houses,
x ~ I ~ ~ a . , , _ ~ drivewa s, and amenities Y
~ _ ~ X44 319 '
i 11 i k~} ~ I / \ ~ ~ ~ \`y / / ~ ~ ~ 317 A ~ , _ i ,
~ ~`x
I 95 ~ ~ ~ ' % ~ l
i 245 ' , ~ ~ ~ 320 1 ~ ' ~a~ ~ ~ g~ l \ 1
~ ~ NAVE 272 ~ N 77 316 -t' ' i" 2 r _ , a ~ ~ ~ ~ ~ ~
i i 28 t_ I ~ ~ ~ I I ~ ~ ~ l i1' ~ 94 107
~ 280 ~ ' ~ ~ _ ~ ~ i' 1
~ 279 I h = , ~ 278 ~ 246 ~ 321 ~ . ` i i I 271 ~ e0 - i w
j ~ ' -_.3.15--_ ~ ' ~ ~ RT( ~ HI HLIFI . ~ ' , I ~ 15~ H? HUFF
i ~ F ~ ~ ~ OURI~ ~
0 247 ~ i ; ~ 108 _ ` , r
~9 I ~ .270 ~ 314 i .A1 253 ~ ~ ~ offx sr,~ % 32Z ~ ~ \ s. ,
nos rc ar ~ i ~ ~ : 265 ~ ' ~ _ ~ ~
2fi6 I I ~ 1 i 93 ~ 1. r 267 i i ~ ~ ~
~ 1 ~ 09
.323 ~ ~ . ~ i' _ ~ 248 _ t t ~ i ~ ~ ~ ~ ~
26 4 - ~ ~ ~
: i ~ 313 ~ ~ ~ ~ ,
Z . ~ q I L1 Q i
r' I, w r
Q / ~i I 1~ ,I 1 `
g i ~ - ~ 11' ~ h~' ~ ~ ~ I .512
z ~ j~ i
- ~ I ~ 3 , , 11 ~
~I ~ 1 ~ F ~ ~ qk FS~
90 ~ o \ 1 D ` , _ ~ Rl~ ~
f i 311 ~ r l ~ I I .~I ~ ~ i ;
o j 112 ~
\
~ ~ 85: II \ ~ 31 a , ~ ; ~ ~ DD D D Q a
L ~ I 3 I '
n I r 1'41 ~ 1 i!~ ~ / ~ ~ NOT APPROVED FOR CONSTRUCTION ; ~ r
113. ~ , / ' f a ~ I i i,
i ;i . ~8 a ~ 1 ~ ~ j / , n ~ 'I i
E ~ ~ V % / 1
- ~ i ~ ~ %i V i ~ ~ ~ 0 W ~W LN17 YW
~ ~ ~ r / ~ x~ o ~ ~ ~ 142 142 ~
o r~ ~ 87 ~ `t
I SCNE,1 100'
~ / / 1 x71
No. Revi~on Date_ By Ni" BALLENTINE SUBDIVISION • PHASES 5, 6 & 7 Ir
EXHIBIT A WITHERS RAVENEL Sheet Na
ruQUnvvm'u WAKE COUNTY rvoxreuxairvn OV OVERALL PROJECT MAP ENGINEERS I PLANNERS I SURVEYORS 111 MacKenon Drive Cary, North Carolina 27511 tel: [phone] fox: 919-467-6008 www.withersravenel.com _

1 ~ ~
1 ; ~ ~ 0 P\,
t , , I , - _ . I
20' PUBLIC G EENWAY EASEMENT ; ~ - ` ' i -
_ ~ _ _ - - i i
r_ ~ _ _
1 ~ ~ \ I•.
, I I 1 ,r~ ~ ~ ~ - I ~ ~ HILLTOP NEEDMORE ROAD JOHNSON POND ROAD SUNSET LAKE ROA
i \ f ~ _ . _ _ ~ i - ' BASS IAKE ROAD
/ „ .-i-.. I I ~ - '
~ RO D~, , - - _ v , . ~ \ J~ . ~^s
L j' , SUNSET LAKE ROAD
~ _ _ JOHNSON POND ROAD ,
\ , ~ ~ r c . ' gym.
~ , . I ~,i c JAMES SLAUGHTER ROAD
r V~ / _ _ - ~ - J6 _ / , ~ , ~ Oil - i
' ~ \ ~ _ MAIN STREET-US 401
I ~i r ~ _ ' \ t ~ ~ _
1 \ r SITE
i _ i' j BROAD STREET-NC 55 ~„.r.. STEWART JOHNSON HILLTOP ROAD
i ~ ` STREET POND ROAD
\ ~ , P JUDD PARKWAY ' ~
. - BROAD STREET NC 42 WAKE CHAPEL ROAD
/,J _ _ ~ ~ ~ NC 55
~ ~ - ~ . ~ _ , _ -
, . ~ - - MAIN STREET-US 401, NC 42 ACADEMY STREET PURFOY ROAM J
. , \ \I MAIN STREET-US 401,NC 55, NC 42
• \
_ ~~4 _ _ _ w ~ l
. ~ , ~ - J
~ l,~ . ~ ~ • h
4 ~ /y / _ _ ~
. _ 1"=5,000'
,
yy h~ i
/ ~ i \
W 5 _
~ ~7.
N G ~ . , _ i i T.
' Q ~ - ~ + _ _ _ _ ~ ,
x _ _ ~ _ -
/ - ~ - _ ~ I _ I , ,
_ ~ = ,I ~ ,
~ ! r ~I - . - - ~ _ ~ • _ _ 7„
y5 I 2~ - _ ~ _ 1~ -
Y ~ ~ _ .1
~ ' _ _ ,
h11_~-~-?'.J._ _ - _
I / - - ~ NRB IMPACTS SUMMARY
~ \ i ~ / 'x V is - -
/ Ap 10473 SF ZONE 1 RO • ~ x
/ I ; ZONE 2 ROAD 3,914 SF
~ - ~ y z ZONE 2 CREENWAY 1RAIl 325 LF
_ F
!4///~'. N~ ~ • X59. ° •
- I ~ V / ~ - - R _ 1 LF STREAM DISTURBANCE
\ ~ , 0 .r / / - ~ ~ / ~ \ n . ~~/~a. 1 ~
r ~ 1(~ \ f'`. ~ ~ \ ~ ~ ~ 4 / ' y \ .
- ~ / Z d / . ~ 1NETLAND IMPACT 1635 SF • •
x , c I ? 4?
_ T \ ~ ~ , - ~
/ ~ _ r-:^ _ i': 1 i
9 ~ i 3 ~
; I h ~ \
~ ~ 243 i ,,\1,~.' ~ i , I ~ ~ _ ~ ~ ~ /
. - ~ ~ i _ ~ .'318 \ I' ~
~ 274 ~ ~ ~ i ~ 275 /I
~ 96 ~ , / , Y • _
~ ~ t44 319 : , ~ \ _ i ~ ~ , _ \ ~ ~ r ~ ~ , _ -i\
_ / s'' \ \ ~Y 1 ~ ~ 1 317 ~ ~s~~
~ % 273 ~ r ~ r'___ ~ ~ 95 \V ~ ~
ti / I ~ ~ e'. ~ ~ ~ ~
~ 2 5 320 ~ 282, i / 1 -
~ ~ BEE HAV 272 ; ~ ~ v 316 ~ ~ / ~ EN 277 ~ / ~ ,
i~-- AD I I ~ 94 107 - ~ i i 281 ~ ~ ~ i ~ - ~ ~ `
i , i / _ _ , 280 1 I ~ / ~ - ' i W
~ ~ ~ 246 ~ 79 I~ 5 ~ 321 / ~ j 2 I 278 __.3.15- 271' I I ~ ~ f ~ 3 , HI
~ ~ i ' ~ , ~~~Ir T(/ v.,A i I I ~ \ R \ ~ ~ ~ ~ .HUFF OURr
~ ~ i i I I ~ ~ , ~ _ ~ ~ i / \ 108 ~ i ~ I: I Q ~ 247 I
~ ~ /i i ~ ~ 314 ~i" ~ y~
292 i .270 322 ~ ~ 1 293 ; j ~ ~ ~ _ o
' aae ,C ~ 4 I r ~ 93 265 286 ' l 1 ' V ~,1
/ % ~ 109
1 I 267 ~ ` 1 I ~ 323 _ t.' 248 ~ ; ~.v / i ~ ~ ~
~ ~ ' \ \ ~ ~ ~ ~ 1 ? t 0
i I ~ 26 \ / ~ ~ ~ , Gs°~i K~
313 ~ ~v ,i' z v ~ Y10 _ ~ ~ ~'dr~<~r FAA
J II W ~ ~~C~
W \
~ ~ ,91 ~I ,
I 312 ~ s ~ ~ r ~ ~ . ay i .
w I ~ v, I 111;
qY 6;. FSV ~ ,
~ Q . 90 ~ R~ - ~
N ~ 311 t N ~ ~ ~
' i
112 o ~ I N \ , i ' DD OD D fl
~t° ~ i , , 89 , , o ~ ~ ~
310 ! I Q ~ ~~I ~ ' ~ ~ ~ ~ r ~ PPROVED FOR CONSTRUCTION NOT A
1 II 141 ~ b41 ~ ~ % , ~ r ~
~ 113 o t ~ ~ i ' ~ ' J ~ ~ ~ r i
i % i. fl r
° k18 _ % V - ~ i ryy ~ % / I W
` ~ - ~ ~
142 ~
~ ~ EM,?~.. ~ ~ _ r -T
87
G
No. Revi§on Date ~'SUBDIVISION • PHASES 5, 6 & EXHIBIT A WITHERS& RAV I. N I. L ShM Na
BALLENTINE FUQUA..VAaIN, WAKE COUNTY NORTH CAROLINA
OVERALL PROJECT MAP ENGINEERS I PLANNERS I SURVEYORS 111 lacKenon Drive Cary, North Carolino 27511 tel: [phone] lox; 919-467-6008 www.withersrovenel.com

, t i
1 `
1 EA 1
- - • - _ - - , _
R A HILLTOP NEED~IORE ROAD JOHNSON POND ROAD -AYE _ - ~Nzi SUNSET LAKE 0 D _ . - - - \ , _
_ . BASS LAKE ROAD , , - , -
, ~ ~ _ _ t - , _ t - ;
\ - - ~ ,
_ - . - SUNSET LAKE ROAD _ . ~ ; ~ -
JOHNSON POND ROAD N, • - , . • ~ , ~ ~
, , -
• - - ` \ ~ , ~ D ~ r THIS AREA TO BE CLEARE
JAMES SLAUGHTER ROAD ~ _ _ E ' MAIN STREET-US 401 ~ _ _ ~ MH~p ~ AN0`•GRASSED FOR PERMANENT
• _ - _ r , OPEN SPACE/REC AREA r ~
_ _ , i ~ ~ ~ ~p . ~
_ SITE ~ ` L~. DROAD STREET NC 55 _ - , ~ .v -
~ - - _ ~ . ~ , ~ \ _ 1 • d , STEWART JOHNSON r . TEMPORARY
~ _ HILLTOP ROAD ~ ~ ~ ' ~ • - STREET POND ROAD JUDD PARKWAY ~ • . ~ i TOP541L STACKPILE AREA ` ~r ~ /BORROW PIT
_ - A - BROAD STREET t ~ ~ - ~G , •-.y -
NC 42 WAKE CHAPEL ROAD ~ N ~ _ _ _ •.ti ~ ~ / - - . ~ . o
NC 55 ~ ~ _ ~ • _ • 1" ~ . ~ ~ ~ ~ - i ~
~ R BUFFER.. MAIN STREET-US 491, NC 42 ACADEMY STREET PURFOY ROAD `~a ~ - NEUSE RIVE, o. FFER~.-.
1 , MAIN STREET-US 401,NC 55, NC 42 - ~ / ~ , - _
~ ~ - I ~ .is 'es • ~ ~ _ _ ~ ~ X86. ~ N~ ~ . ~A _ -
~ , ~ _ ~ .
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0~ _ ~ - - _ NW201 s _ ~ , A ~ - ~ - - p~gNgER-AI.ONG _ s 1 _ - - -NWA~--~__ ~ ~ ~
_ ~ INV; 354.43 , ~ ~ ~ ~ A ~
A A ~ ~ ~ • • ~ ~ . ~ ~ , - - _ - / - TG . ' ! ~ -
A ~ ~ ~ A ~ i ~ ~ ~ r ~ 0 ~ ~ ~ r ~ PRAETiEAt- _ _ _ _ . . - , ! - ~
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_ t _ ~ ' - ~ ~ i B ~ _ a , PRO~C _ -
V PROPOSED ; ~ ~ ~ \ ; \ - - ~ ~ • . -
- ~ - - L - LIM , _ - ' - I A ~ ~ ~ , - LIM ~ ~ W _ - - - ~ ~ \ - _
• ~ I . ~ • i A -_----r---- I I I MULCHEQ PA - _ ~ . FL _ _ - - `
+ ~ - AREA TO 8 CLEAR!' ~ _ -
u/, , ~ • ~ ~ _ ~ ~ ~ I A - ~ i IS - - ~ AND GRASSE FOR ~ - 1 ~ ~
B - \ i B i i 1 L , 1 r 4 ~ 1 h / . PERMANENT PEN ' i ~ SPACE/REC - PRO.
- ~~m , O ~ 0 ~ F . A ~ , ( ~ A , ' ~ lF 24" ~ ' LIMITS ~
30 ~ , ~ • m ~ - ~ ~ , UNDER PATH • - , ~ c -
- - ; • i I ~ ~ . I ,
• ~ A _ ~ - A ~ P _ _ ~ _1_ _ i PER NENT CLAS i R , ~ Lcc ~ ;1 - ' C ~ - _ r,
~ F - - ~ i ~ A ~ L~ ~ ~ NEL 2' WI c 2 ~ ~ - S c ' DEEP IDE SLOP ~ ' ~ , _
• r - { t ~ ; E _ _ _.r.. _ ~ t t ~ ~ cc< - ~ - ~ L SPREADER ~3
1 _ I 1 l V I ~ cc - _ 10 - 14:4 , - _ _
_ - - - _ _ _ \ ~ L 188 L 350.00 - - EL , F150 - ,
7~" ~ _ f ~ ~ - ~ ~ ~ ~ 1 - -
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L - ; ~ - - , r~ 1 - z ti - -
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~ . • E ~ ~ _ ~ ~ - ~ ~ t - J , ~i..!~ ~0' - ,
• ~ RIVER B NEUSE UFFER
• E • ~ Vii, _ a I ~ - ~ ~ -
~I' 0 15 30' f ; . ~ ~
- ~
~ i i
ov ~ SCALE, l ¦ ~ ~ GENERAL NOTEB: 2~
~N O •GiAAIFER All CORIEAB 1". IRE C1A89 "B" CONCRETE. z¢ V z _ - NN ~ NIII N f~ I rprly •PLACE 2 AA "Y" BAp IN TIE TO? OF ALL ENOAALL F011 PIPE C0.VEA7812" ANO OYEA ILJ~?N . p ~ / .x J6.=2
- PROPOSED FlNISHED GROUND ~ as m i Y ITITN A MIN]BIBI OF 8" coAa ANO A LENDTH OF 8" IEBB txAN ENORrVLL LENOTN. 00 =z • ~ = I ~ ~ •CONSIAUCT BO7TOB MlIE BITN FOABS, m LL w ~ r II ~ ~ ~ O =~Ay m I •MAEN iNE CONTRACT011 ELECID 70 UBE A CDNBTRUCTIpI JOIMT AT THE BO1TO11 QF F O c~ o ~ - ~ ER 4
- _ . Z _ _ _ TXE P]PE PUCE BM OOELB IN THE BA9E A9 BND/1 ON PlAN9. BPACE BARS " _____O N___. -..N. r--____ _ I V +M V }Ml + P P4SE0 ISHED GR N ZNN~O,On ~ _ - _ _ _ ApPAO%INATELY ON 12' CIREIq UNLEB! OTHEANI9E DIRH,11D BY 7NE [IgINEER. IFS~~y~j ~ _ ~ LEVEL S
~ _ _ - p1„I ~NNEN THE CONTRAC101 ELECTB TD U9E A COX9TAUCTIOM JOilrt AT THE B07Tpl OF LL _ _...N. 't---_-_ r ~ CDOA r I ~ _ - THE P1PE AND PgBI THE BAR BEPANATELY LEAVE THE PDUR ADIIDX. g0~y 3 _ ~ ~ 1- - - - - 365 go~~ i L' '~~J L
~ 365 _ ~ - ____t. _ ~ 365365 _ . ~ ~ J+ - _ I-_ _ ~ BUT~18 U8 OA NECOBPUIIINIENOIY~LL(TWANTITIEFOA THE THICNNE99 ACCEPTADLE~ =F~ ao A ~V `'S5, i
C! ~ f-__..__--_ O-_ --t--_.._- i NZ _ PLAN ° - - - ~ _ Il _ _ _ _ ~ ~i i D ~`S1 ~ ~ V ~ ~
i
Q ' ~ ~ A N A BLDPE A8 INDICATED DN /1Ii19 I 's ~ qo
A" N N _ _ - _ _ _ _ 360360 -----r---------- - - -r..__. --J---- 360 ° W 360 ~ _ ~ a ° - - ~ ~ - ~ ° B W ~ ~ ~ F~ -v~,
- T - - - ~ ~ ~ z ~ i I i-- - - a c = H ' - - - - ae ~ ~ \ \ ~ M ~s
N ~ __-_~-wlkSCn-- NW ~ / ~ t ~ ~ ~
J N - - } + ~ p ti Ova' 1 LL x I 1 ~ 1
` / _ - - _ - - -1---- r ~ I i I _ - + 355355 ---1-- - , 355 m v i ~ L _oDAEL ~ ° J J W `a+ _
355 ~ - - ~ I I W - _ -/y m i _ _ - . N ~ ; D ORS- Ip1AL CDNATMICTION JOINT ~ 1 >7 FDOTINO J ~LLj N ~ . q t ~ N f e1 ~ G
~ - / 1, ~ N ~ - - - - , '9 (IF CON9T. JOINT I8116E01 DOWEL ° 1 1 EXISTING GROUND- - - _ • m ~ o ELEVATION ENO ELEVATION_ gpp=+~Iz11 ~ z W ' W ~ ~ 1 ~ 0'~~F W zJ r ,S
-T- - ~ , _ _ _ ' x H~ D y W m IY i a - ~ C O F. D011&1 IN ENDEILL ( alNED81aN8 No CDNCAFIF DDANTITIEB = ~ i W m IY ~ . '4y0~yq~
E _ - -1 H W - -~e=--~~-- - 350 r ~ Z IIR Y BINBLE PIPE DQRLF PIPE Cp~pl DOfM11pIB UBIND C.B. 111E MCN B~NBLE Dp11LE M F O ~ Y~ W~ ~~..i ~ i ~ 1~ Sp~~~ F- O " ~p
~~in ~ _ f~-+f-TWM1--E~}~Xfr3°--~tREFFtES~ 350350 - - nun ~ n ins ~ <y GT Lac. Du. a eE• rs" a• x" ~a^rsD"reE" x^ >p' IE• Ex~a~sA^ Be^ u° Ao^ ee" 9s' n• - J W x \
E OX-t-CORBU.GAD . H l1 wle •A' •x" K % x x x x X.11 'X "X• 'x' % % x .1x. I z " '9 „ V-0" - - 0. V Z n A O
CONTECH OR APPROVED EQUAL X 2 o orr. e a a s a+ a a e a a a a++ a e r n a.ou rs^ r.a" s'.r r.1r a'-a° o.eae r'.o^ o.ee+ W rJ = P a 0r. - - - 1 1 t t i 1 2 a a 2 n• te• 0.064 2•11 1 •e a -0" O.e63 a 0.890 C Inv OUt'3Jo.1 0 mr. a s a a a+ i+ e e: a a a a+++ 8 6 H' IS 0.0e+ s'-a" V.7" a'-e s e e mo ew o'.e 1,no -CORRUGATED STEECIPE - t- N m - - z 421
COATED o - - _ tor9a ue. e o o u u io m u n n 1a +s 1s to le sl n as e a r n^ o.on a-+" r e" a'•e' s 1" r-e^ o.aw W. k1LLX 84T1~MINAk~S - ° - - - ln, 16 'n' .30 - cam! _ - 76' N• o.an s' -e^ 1.10" +-r aal° I~se91s'-ir 1.64+ r / 60 120`, 240 '
AOC- e" I.s1e .350 ° ORDANCE_W/_AASHT0- M190 Inv + - a• s• 0071 r-1 V-1--j74; + e W-6 ^ 1.980 18'-4" s.eu ~r /e' n' 0.100 +'•3" 1'_a" e•0" 0 9 12_0
17+~~ " 2.4e1 W-5" 9.907 ZZ n' ae' 0.109 +'-m• s'-e• e'-w' e'•+^ 1.3- 3.290 ia'-o^ 4.4+e 17+00 - - Alk EET 1 OF 1 i
° HEET 1 OF 1 M• q' 0.138 W-V 2'-e" T.9• T-1" I5'_9 +.te0 a0'-e" 5.637 BHEEl 1 OF 1 71' n• 0,138 5'-7" a'-io^ e'-+ r-11 ie'-e'' s.oors9'-r^ a-na 838.4 138.04 '425 422
CROSS-SECTION A.A PROFILE ALONG TREFOIL LANE Fe-3-8-.04-1
Sheet Na
No. Revision Date B Da" WAR Sale m %10"
Dram By Date ¦
MVH 5fNl04 BALLENTINE SUBDIVISION PHASES / 6 & 7 DWQ.IMPACT PLAN WITHERS RAVENEL ENGINEERS I PLANNERS I SURVEYORS
fhecked By 111 MacKenan Drive Cary, North Carolina 27511 tel; 919-469-3340 fox; 919-467-6008 www.withersravenel.com
Dw M No. 203M FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA

.x_~ - -_~.n___.._~~,
EROSION CONTROL NARRATNE
THIS PROJECT IS LOCATED APPROXIMATELY TWO MILES NORTHEAST OF DOWNTOWN FUQUAY-VARINA ALONG SUNSET LAKE ROAD ACROSS ~ ~ ~ 1 ~ ~ ~ ~°A~' 3 I 1 1 , ~ I i 'i I i ~
FROM BALLENTINE DAIRY FARM ROAD, THIS PRWECT INVOLVES PHASES ~ ~ j ~ ~ ~ ° / ~ 8~' M I N DEVELOPMENT FOR 156 SINGLE FAMILY DWELLING ~ " ~ ~ ~ 'p ~ , 5, 6 6c 7 SUBD SO , ~ a I . 1 1 ~ ' I 1 i
UNITS. SEDIMENT RUNOFF IS TO BE CONTROLLED BY SILT FENCE, 1 I ~ ~ ~ vv ~ ~ ao~, , . ~ 1 , I 1 I I , ~-T ~ I I 1 ~ ~ f 1 1 / Sl I gyn. 6
GRAVEL AND RIP RAP FlLTER BASINS, AND TEMPORARY DNERSION ~ , ~ ~ ~ J • W ~ DITCHES AS SHOWN ON THE PLANS, DRAINAGE FROM THIS SfiE IS 1 ~ ~ , • ~ 1 I t ~ t 1 i I
1 , ' ' ~'~a - i pv `v , ~ `a , TRIBUTARY TO TERRIBLE CREEK. 4 - • I , I ' w~ i i i I it ~
• , , , \ • , I I ~ ~ '1 n W3 I 1 1 1 ~ 1 ~ ''a,
, ~ 1 • CONTROL LEGEND ' , ~ , EROSION ~ 1 , 1 ~ 1 1 I 1 1
, , ~ ~ ~ . rl~ x - , , 1 I 1 1 I ~
SILT FENCE ' . .`a' w...~~~~ ,_r,. ~ ~ti~ . , 20 P,'UBLIC G~EENWAY, EASEMENT ' ~ ~ - ~ - - 1 ~ I 1~ 1 ~~~R. ' I ~ I ~ ~ 1 ~ 1 ~ 1 1 ,1 1~ i i
~ 1 I 1 , I 7 , 1 ~ S ~ i I 1 i • I
DIVERSIO D C ~ , 1 I I I ? I i , 1 I I 1 ~ I i I J. / , 1 i.tr ~ 'ip. / I '1 ~ I
, 1 ~ a ~ , ",v.~~c^ ~ _ , 1 ~ 'I I' L ' ~4
~ FLOOQ"HAZARD 0 ROCK CHECK I 1 ` 'i ~ "'""t ~ • D SONS LIMIT ~ ( • ~FLOOO~HAZAR _ I ' 1 AI I I 1 ooN• 'N••N••NNN•..••.«NNNN••.....•.•Ny
' ~ I I`, A. DA~1 v~ ~ ~ • v ~ _ • ` ` / i ~ I I' ~ NNN•N•I NMN I 1 NNN 1 `1 - 1 1 I
I 1 ~ ' I
I INLET PROTECTION - ~z., 4 i , ? / ~ I ' ~ / 1 ~ / BE CLEARED i , 0
T N••N AREA IS TN I . 1 T - `•ti J'o AND',GRASSED FOR PERMANEN : ;
CUSTOM ~ • . • - ti. REC AREA OPEN SPACE/ I ti• C ; ~ 1
CUSTOM BASIN o" ~ a . ~ . ~ BASIN ~ a / ~ . NNNi ~ b J ~S ~ ~ j • n ~ ro \ d ~6 s. NN. / ti M ~ d' i ~ ,
~ SIL~'~FENCE
CONSTRUCTION •~h I ~ `v • ~ • ' TEMPORARY
_ STOCKPILE AREA J~ - _ ~ ~ TOPSOIL i .
I "~'~rN... ' / t', 'BORROW PIT i - _
FLARED ENO SECTION 1 ~ ~ r ~ m ~ "~a ~ , z- 8
w/ RIP RAP OUTLET } M • ~ , s ~ ~ PROTECTION ~ ~ ~1~+82 , N ~ I - Z
hi ~ ~ ` ~ ei 0 ~ ~ "r, / ~
~ ~c ~ ~ `SILT F~ICE - _ ti• - -
i ~1 ,
UTILITY NOTES ~ ....»N.NN.. .N J ~ m~ f., ~ I \ _ i PROPOSED .y \ •ti• = CLEARING
{1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH OW 0 ~.....«..J I I I I I • / n.: FUQUAY-VARINA STANDARD SPECIFICATIONS AND CONSTRUCTKN II ti, . • ? h
DETAILS, LATEST REVISION. ~ _ ....m ~ _
' , , EME CARE TO AVOID DISTURBING , ~ '---m I'' 2 THE CONTRACTOR SHALL USE EXTR , 1) ~ ti ` ~ ~ , ` ~ ~ - _ h
TI TREAM CHANNEL DURING SEWER LINE CONSTRUCTION. ALL ~ ~ ~ ~w°~°"T'°~"" EXIS NG S IP STREAM CROSSINGS AND DISTURBANCES SHAH BE ti, ~ 1` ~ ,1 • SANITARY SEWER P E ~ ~ ~ ~v .w _ . m Js _
PROTECTED WITH 22" CLASS 1 RIP RAP WITH FAB C U DERV 1 r ° ,
(3) ALL MANHOLES LOCATED OUTSIDE OF STREET RIGHT-OF-WAY SHALL 1 I ~ ~ / HAVE A RIM ELEVATION ONE FOOT ABOVE FIFpSHED GRADE. ~ ~ ~ . e ~ -...w~-"""'~~
' MINIMUM OFF CENTERLINE UNLESS SHOWN I / ` o (4) WATER UNE SHALL BE 5 ,
OTHERWISE. ~ i - , ` - r.. • ~ ~ _
(5) WATER MNNS SHALL BE LAID AT LEAST t0 FEET LATERALLY MEASURED ~ •-..-.y EDGE TO EDGE FROM EXISTING OR PROPOSED SANITARY OR STORM I S ~ _ I ~
, SEWER UNLESS THE ELEVATK)NS OF THE BOTTOM OF THE WATER MAIN I I I I r 1 ~ ••M•N••.NNp ` ~
IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WfTH A \ ,r , t / 'n HORIZONTAL SEPARATION OF AT LEAST 3 FEET. ~
AN A SANITARY SEWER CROSS AND THE ~ f , R A WATER MAIN D WHE E c , \ _ / ~
VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER UNE l M T~ DITCH,' 1
PASSES UNDER THE SANITARY SEWER, THE SEWER MA1N SHALL BE f i 1• ' O~~i', DUCTILE IRON PIPE. I I 1 I .ry 1 e , • r . , ~ 't ~ ~
~ , o ALL WATER LINES SHALL BE DUCTILE IRON PIPE. _ ~ _
, ~ I ~ ti. t c ~ . ~ , 1 1 ti` 6 ALL WATER SERVICES SHALL BE 3/4" TYPE K COPPER AND ALL SEWER ti ~ BASIN 1 ~ a ~ '166 ,
SERVICES SHALL BE 4 SCHEDULE 40 PVC. ~ , / ~ ! ~ f ! ~ ~ ; ~ ~
NTRA T R SHALL VERIFY LOCATION OF All EXISTING UTILmES PRIOR ~ ~1 / ~ 1 (7) CO C 0 TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS ~ 0~ ~ ~ i ~ ' '1 • 1 ..........~..,.-~'~^"""~.r..... ..,mow,-,-...-•-~.. 1 • 6`~ .r'
~ ~ / t ~ IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED t , - ~ t ~ i ~ • ~ ~ ~ 1~
ONLY AS APPROXIMATE, ~ t m 1 1 f\ RIPARIAN BUFFER k 100-YR fL00D HAZARD ~ i ~ i
(8) BOUNDARY, WETLAND, P DED BY MAULDIN-WATKINS N FlLES RON ' 1' ' INFORMATION BASED 0 _ , 1 _ _ o
P TED JUNE 7 AND JUNE 15 2000. ~ 1 ~ SURVEYING, ,A, DA f / f ~ , ~ i ~
\ , (9) TWO FOOT CONTOUR TOPOGRAPHIC INFORMATKIN WffHIN PHASES 5, 6 A~ t `t , 1 , do 7 BASED ON FlELD SURVEY FILE PROVIDED BY WffHERS At RAVENEL ~9 ~ t
SEPTEMBER 2003. t ` , vv ~ . ~ e. , ' 1 ~
R I IN EXCESS OF 80 PSI A ~ ~ , (10) WHERE THE STATIC WATER PRESSU E S t ~ ' PRESSURE REDUgNG VALVE SHALL BE PROVIDED INSIDE THE BUILDING ; t ~ ~ \ ~ .
, IN ACCORDANCE WTIH THE REQUREMEHTS Of THE PLUMBRIG CODE. _ = S: ~ DSO - r ~ ~ s - t
t ti , 11 ARY SEINER MAINS EXCAVATED 14 FEET OR MORE, SPECIAL ~ . ~ ,
BEDDING DETAILS Wql BE REQURED. THESE DETALS MAST BE FRONDED r ...,r:..~-- - ~ ' ENGINEER PRIOR TO NSTA lATK1N ' TO ANO APPROVED BY THE TOWN ~ • ~ ~ 7 i ~
~ 1 1 12 TAPS FOR SANITARY SERVK:ES INTO MAIN LINES SHALL BE MADE ON THE ; ~ - } ~ 1
( ) N WITH THE WYE SADDLE ANGLED WITH THE ~ , TOP QUARTER OF THE MN r r ~ 1 , • ~ • i ~
HALL BE PERPENDICULAR r N FLOW. SERVICE CONNECTIONS S / MAIN SEWER U E R ! ; ~ D11YER510N~, FROM THE MAIN UNE TO THE EDGE OF THE SERNCED LOTS R/W UNE 0 ,r-D11~'1=R510N , ~ ~ FE • v.... , ~ •
ti ; ' DITCH EASEMENT WITFI A MINIMUM GRADE OF 1 4 IN FT FOR 4-INCH do r , 0.60 FT 100 FOR 6-INCH. ALL CLEAN UTS HALL EXTEND A MINIMUM OF DITCH • ~ - - :~.;r-. + i , y/.~! a ~ • • ~
- r r.~ 6 INCH 5 ABOVE THE FlNISHED GRADE, WHERE A SERVCE LINE IS ~ ~
CONNECTED TO A MANHOLE, THE UNE SHALL TERMINATE AT THE ECDE , RT F THE MWJHOLE. Z } OF THE INVE 0 r - . r a ~ , I R a - l- ~ . ~ _
13 WETLANDS SHALL BE CONSIDERED DRAINAGE EASEMENTS UNLESS L - ! ~
m ( ) R AN E WTfH RE IRED COE dt OWQ PERMITS. ' FILLED IN ACCO D C QU ` ~ ~ ~ ' ~ • , ' ~ I ~ TO 354.50 , 4>, r . ~ J- i s . r I I 7 ' ~ r _ ~ _ ...r~~ ~ ~ ' -
,~f - _ _ ~ n • ~r;~ ~ ~ Z , ; PROROSED'~ ~ ~
i~ ~ ~ ~ i ~ ' CLEARING I ~ . ~ ~ ~ ` i ~ ~
i ~ tl1 r ~ ~ • - ' PA H . ' ~
I N CONTROL NOTES , EROS 0 , MUL~iE17 ~ • ,ti~ _ - DNE~F~ION s ~ , ~ • TH' 1.. DI C I ti r • .
/ ~ r/i - 1 I N CONTROL STRUCTURES ~ - ......••r ' (i) CONTRACTOR SHALL MAINTAIN ALL EROS 0 , ~ ~ r P I ~ ~ ~ RA ~ ter- - TH EARfiD S ' IS AREA T BE CL 'r.~ FOR ~ .~..m ~ ..N.
DURING THE LIFE OF THE PROJECT, $ = r - - I ~ h } } ANd G ",:.N 25'1:. ~p 3 ~ / N...=. I ~ PERMANE PEN r ° CLASS RI - s' ,
(2) CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES AS NECESSARY TO t g y ~ ~ ~ 3e SPACE RCC , EA ~ ~ DIVE~ION : 1 ;
ENSURE ALL SEDIMENT IS DIRECTED INTO EROSION CONTROL MEASURES. r ' , r - ' a / • ~ - ` • DITCH : i PROP ED , : \ ' ~ t ~EMPORAR`K - : CLEARI~I t-' AREA ~ 7 _ r ~ ~ MITS
NTRACTOR SHALL PRONDE RIP RAP LINED TA1L DTFCHS AT THE STORM ~ , 3 CO _ , , DRAINAGE PIPE DISCHARGE POINTS AS REQUIRED TO ENSURE POSITNE ~ ~ ~ ' I TOPSOI ~ STOC~PI ` U a ~3S I RRO P :.,,,.M , , ! 6
IPR~P ~O ~"'Zd"` Rt3P. 1 ~ 35y - - , -
4 ALL CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT WITH GRAVEL do ---r'-'~'~`'-""" TIN SEE DETAIL UNLESS NOTED OTHERWISE, _ WIRE MESH INLET PROTEC 0 ( ) MANENT 01.ASS ~ >]nDE~ p L CHANNEL ~ O ~L ~ . ' .
i _ } ~ ' M P S 2'• DEEP t O ~ . SIDS. E . ~ ~ ; = l ~ s / . ~ , 1 L 1 ~ L e .y...., •w
(5) ALL UTILITI' EASEMENTS AND RIGHT OF WAY AREAS OUTSIDE OF I ETATNELY STABILIZED PRIOR - ~ r r~~ ~ ' PAVEMENT AND SIDEWALK TO BE VEG
N TRUCTION. ~ TO COS _ ~ n^' ~ i . ` ~ , «re~ `
~ ~ (6) SIDE SLOPES SHALL BE SEEDED WITHIN 15 DAYS OF GRADING r - n COMPLEf10N UNLESS SUBSEQUENT UTILITY OR STORM DRAINAGE ; .v ~ r ' ~ M :~„d.- • , a, BASIN • ~`20' TEMPORARY Cl ~ . r M ~ Eld ,a \ MIUNTENANCE ~ , ~ IN 8 n,. - ~
WORK IS TO BE COMPLETED ttJ THAT IMMEDIATE AREA. ` ~ PROPOSED ZS , ` _ I ' ' FARING CL t - . • ~ -
7) NO WETLANDS SHALL BE DISTURBED, DRAINED, CLEARED OR FILLED o ; ; LIMITS ! ' ( IFl Y PERMITTED TO DO SO BY NCDEHNR AND U.S. ~ ~ -.~.~-r ~ s ~ UNLESS SPEC CALL , , - i ~ ~ ' ~ ~ 360 ti ~ h
ARMY CORPS OF ENGINEERS. , ` i ~ ; NN r ~ r. • ~ ~ _ i ~ ~ , .r•r ~ ~ • 6 ~ , ~ h•
t 8 STORM WATER DISCHARGES INTO TERRIBLE CREEK TRIBUTARY. ' i r J6 • •h / z g ..y,. ~ ~ ti .
- ; ;'r p)`13 - - r ~ t 't
{9) 100-YEAR FLOODUNE SHOWN REPRESENTS FEMA FLOOD HAZARD AREA 4 f n`~ = i PER FIRM MAP 3718300687 DATED MARCH 3, 1992, _ .t I _ ~ • h•
' 1 (10) DENUDED AREA: 14.6 ACRES ( } , PROPOSED ~ _ 3g ' • • - 'CLEARING 4 . r '"'1~ • ~ fso,
it . ~ i IJMITS'~ / r ~,..~~.,w A~' 20' '•t---100. YR '
; 1 ~ - ~ a •
GENERAL NOTES: I - ---f= - r z - - • ~ ~ .m V CC R,Q \
1. CONTRACTOR OPER SW4ll. SCFIEDULE A PRE-I~ON51RUC110N i ' 1 z CONFERENCE THE TOY~M OF FUQUAY-MARINA PRIOR TO 01~'ISIRUCTION. ! ~ ~ ~ ~ ti • rr,~m. ~6, -L~~~ • ^ v
> 2 PRbR TO STORM DRANdII~GE INSTAWITION, CONTRI4CTOR SFWl FlELD - r M PORARY Q ~ TE , Jss - _ ` a~ _
1 i VERIFY E~Slll~ TOPOGRAPHY TO ENSURE POSITNE DRAN'IAGE TO DAINGHT. I CONSTRUCTION g - •i , •i
3. LEVEL SPREADERS SHW.L BE OONTAINED W(IHN A 20' ORANMGE AND MNNTENANCE I ~ ( ANCE e a ENTR , ti ANO SWlll CONF~I TO TOPOGRAPHY TO MEET Tip LATENT OF gFFUSE ~ I Im ~I r r , e ~h •.y ~ ~ ~ , • 344 ~ 346 ••h• • .
z ' ~ ~ { y FL~. ~ ~ - - - - - - ~ h •
3 ~ ' SFNLL BE PROVIDED ~ ~ a 4. A 20 TEMPORARY CUSTOM BASIN MNNiENANCE F.ASEI~NT r
N Q AROUND EACH BASSI. _ _ A. ~ ti ~ ~ ~ V5T ECTIbN~ PIPE r i FIARED' CTION L ~
N / ~ ~ i I ' ~ I `1 \ ~ TION IS COM ` '•.h ~ • ~ / ? yiC'+e~ • AFTER CON ~C IN 2 REbgVED, • • 'AND CUb7 BA4 ~ •'h ~ j~ L.~
i ~ _ - _ l 1 ~
TOTAL DENUDED AREA 73] ACRES ~ N •h MN)SI • ~ 6 ~ . ~ ~`E`~.
~ i \ , ~Q ~i ~pP , Bit1~ \ j N...N.NN.N;4NN.NN _ a ~v~q~ • •
OF j0 ~ _ CONNECT PA ° 'b 9 ' 3 P ti i ~ - - EWALK , ~ - ~ _ _ ~ SID ~ 134 ~ ~ ~ 1 ~ ~ Y~
- i - - / - SEAS. - _ 1 ~ Ilyy ~ ` ' h ' '~7~/ 1 ~J i ` ~
- " ~ z ~ ~ ~ Q ;_,.-2695 _ ~ 1 f • i 1 • I 1 •
~p ~ ; ' ~ ~ / 1 . ~ r ` • . ~N • r j . f I ' •
ti,G 0.~ - ~ ~ ~ ~~A % ~ i • 1
0 v w w ~~1~11111I11111~1~%~ 1/ 1 AAA ti,'` woo It 427
r'
M SCALE; I'= a/ r / CD t
Y
No. Revision Date De*w Scale waK r = ~
prawn By Date DETAILED STORM DRAINAGE & WITHERS RAVENEL JIREI
MVH BALLENTINE SUBDIVISION PHASES 5 6 & 7 o3n?J06 /
fhedced By Job Na EROSION CONTROL PLAN 2 ENGINEERS I PLANNERS I SURVEYORS 5 .,17 111 MocKenon Drive Cary, North Carolina 27511 tel: [phone] fox: 919-467-6008 www.withersravenel.com
Dw 203M L FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA

STORM DRAINAGE OUTLET PROTECTION SCHEDULE UTILITY NOTES
Ballentine Subdivision -Phase 5 6 & 7 (1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTTH TOWN OF GENERAL NOTES: - FUQUAY-VARINA STANDARD SPECIFICATIONS AND CONSTRUCTK)N CpNTRACTOR OPER SW11.1 SCHEDULE A PRE CONSTRUCTION
At Outlet Velocity, V1o Pipe Apron Dimensions Rip Rap Stone DETAILS, LATEST REVISION. COry~~ THE TOWN ~ FUQUAY-YARINA PRIOR T4 CONSTRUC110N.
Structure Schedule {2) THE CONTRACTOR SHALL USE EXTREME CARE TO AVOID DISTURBING Z, p~OR TO STORM DRNNAGE INSTALLA110N, CONTRACTOR SHAH FlELD EXISTING STREAM CHANNEL DURING SEWER LINE CONSTRUCTION, ALL VEPoIY EXL511NG TOPOGRAPHY TO ENSURE POSITIVE DRAIW4GE TO DAYLIGHT,
Tap of Bottom Q,o Q,o Number (ft,lsec.) Outlet Width Len th De th Type Size, d50 structure RimlCurb Elevation Structure Drainage Runoff Inlet Total 110 F100 7.1 24" RCP FES 6'-0" 12'-0" 18" Class B 8" SANITARY SEWER PIPE STREAM CROSSINGS AND DISTURBANCES SHALL BE
Label Structure Description Elevation Ihl Depth fRl Area (ac) Cceffcient HW100 (ds) (cts) (InPor) PROTECTED WITH 2Y CIASS i RIP-RAP WfTH FABRIC UNDERLINER.
NCDOT Std 310.01 Flared End Section NIA 339.00 NIA NlA NIA NIA N1A F120 8.0 15" RCP FES 3'-9" T-6" 18" Class B 18" F100 (3) ALL MANHOLES LOCATED OUTSIDE OF STREET RIGHT-OF-WAY SHALL HAVE A RIM ELEVATION ONE FOOT ABOVE FlNISHED GRADE.
Y1101 Std. 8.02 Yard Inlet wI Grete and Frame 343.01 339.75 3.3 0.10 0.45 0.3 17.0 7.22 F130 5.9 30" RCP FES T-6" 15'-0" 18" Class B 8" C6102 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Frame 345.20 340.30 4.9 0.15 0.80 D.8 16.7 7.22 (4) WATER LINE SHALL BE 5' MINIMUM OFF CENTERLINE UNLESS SHOWN
CB103 NCDOT Std 840.02 Caich Basin wl 840.03 Grate end Frame 345.20 340.70 4.5 0.35 0.45 1.1 15.9 7.22 F150 7.2 24" RCP FES 6'-0" 12'-0" 18" Class B 8" ' C8104 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Frame 349.87 343.30 6.6 0,05 O.BD 0.3 14.8 7.22 rr ' ' " ° B 15'~ OTHERWISE.
in w1840.03 Graie and Frame 351.58 344.10 7.5 0.35 0.85 2.0 14.5 722 F 160 8.4 24 RCP FES 6 -0 12 -0 18 Class CB105 NCDOT Std 840.02 Catch Bas (5) WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED EDGE TO EDGE FROM EXISTING OR PROPOSED SANITARY OR STORM EROSION CONTROL NOTES
CB106 NCDOT Std 840.02 Catch Basin w! 840.03 Grate and Freme 351.57 344.80 6.8 1.00 0.45 3.1 12.5 7.22 F190 6.5 24" RCP FES 6'-0" 12'-0" 18" Class B 8" ' C8107 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 353.15 348.00 5.2 0.20 0.45 0.6 9.4 7.22 SEWER UNLESS THE ELEVATIONS OF THE BOTTOM OF THE WATER MAIN (1) CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL STRUCTURES
C61D8 NCDOT Sld 840A2 Catch Basin wl 840.03 Grate and Frame 353,70 348.80 4,9 0.50 0.45 1.6 8.8 7.22 Note: Provide filter fabric unerliner specified as Mirafi 140N or approved equal IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A DURING THE LIFE OF THE PROJECT. HORIZONTAL SEPARATION OF AT LEAST 3 FEET.
cB1DS NCDOT Std 840.02 Catch Basin w/840.03 Grate end Frame 355,,0 350.30 4.6 0.30 o.eo ,.7 7.z 7.22 II h v a reinforced concrete i e RCP flared end section FES 45 2., 5.5 7.22 Plpe outlets sha a e p p ( ) ( } YI110 Std. 8,02 Yard Inlet wl Grate and Frame 353.50 350,80 2 7 0.84 0 AND THE (2) CONTRACTOR SHALL CONSTRUCT DNERSION DITCHES AS NECESSARY TO WHERE A WATER MNN AND A SANITARY SEWER CROSS, ENSURE ALL SEDIMENT IS DIRECTED INTO EROSION CONTROL MEASURES.
- unless otherwise specified. VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER LINE
F120 NCDOT Std 310.01 Flared End Section N!A 348 40 NIA NIA NIA N!A NIA G8121 NCDOT Sld 840,02 Catch Basin w! 840.03 Grate and Frame 357.32 352.00 5 3 020 O.BD 12 3.9 7.22 PASSES UNDER THE SANITARY SEWER, THE SEWER MAIN SHALL BE (3) CONTRACTOR SHALL PROVIDE RIP RAP LINED TAIL DITCHS AT THE STORM DUCTILE IRON PIPE. DRAINAGE PIPE DISCHARGE POINTS AS REQUIRED TO ENSURE POSITIVE
C8122 NCDOT Std 840.02 Catch Basin w! 840.03 Grate and Frame 357.31 352.50 4 8 0.85 0.45 2.8 2.8 7.22 ALL WATER LINES SHALL BE DUCTILE IRON PIPE. DRAINAGE.
F130 NCDOT Std 310.01 Flared End Section NIA 353.95 NIA NIA NIA NIA NIA C6131 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Freme 361,52 354.20 7.3 0.10 0.80 0.5 10,0 7.22 (4) ALL CATCH BASINS SHAH BE PROTECTED FROM SEDIMENT WITH GRAVEL do (B) ALL WATER SERVICES SHALL BE 3/4 TYPE K COPPER AND ALL SEWER WIRE MESH INLET PROTECTION (SEE DETAIL) UNIESS NOTED OTHERWISE
C6132 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 364.35 356,95 7.4 0.10 0.80 D.5 5.4 7.22 SERVICES SHALL BE 4 SCHEDULE 40 PVC.
C6133 NCDOT Std 840.02 Caich Basin w1840.03 Grate and Freme 366.74 358.55 8.2 0.05 0.80 0.3 4.8 722 C8134 NCDOT Std 840.02 Catch Basin w1840.03 Graie and Frame 367.77 359.15 8.6 0.15 0.80 0.8 4.6 7.22 CUSTOM BASIN DESIG N VERIFY LOCATION OF ALL EXISTING UTILTfIES PRIOR (5) ALL UTILITY EASEMENTS AND RIGHT OF WAY AREAS OUTSIDE 0 R (7) CONTRACTOR SHAH PAVEMENT AND SIDEWALK TO BE VEGETATNELY STABILIZED PRIO TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS Tp CONSTRUCTION.
CB135 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Frame 367.76 359.60 8.2 O.SD 0.45 1.6 3.7 7.22 C8136 NCDOT Std 840,02 Catch Basin wJ 840.03 Grate and Frame 368.04 360.15 7.9 O.Ofi 0.85 0.4 2.1 7.22 min 2:1 ratio IS BASED ON BEST AVNLABLE INFORMATION BUT CAN BE CONSIDERED
C8137 NCDOT Std 840.02 Catch Basin w7 640.03 Grate and Frame 367.39 361.61 5.8 0.28 0,45 0.9 1.8 7.22 5tora e Volume Stora e Volume Weir Welf ONLY AS APPROXIMATE. (6) SIDE SLOPES SHALL BE SEEDED WITHIN 15 DAYS OF G~~ E
CB138 NCDOT Std 840,02 Catch Basin wl 840.03 Grate and Frame 367.39 363.00 4,4 0.15 0.80 0.9 0.9 7.22 g g CB139 NCDOT Std 840.02 Catch Basin w! 840.03 Grate and Frame 360.75 35625 4 5 0.40 0.80 2.3 4.1 7.22 Drainage Denuded Req'd (cy) (1800 width depth Provided (cy) {1800 Length Length D RIPARWJ BUFFER & 100-YR FL000 HAZARD COMPLETION UNLESS SUBSEQUENT UTILITY OR STORM D (8) BOUNDARY, ~ ON FlLES PROVIDED BY MAULDIN-WATKINS WORK IS TO BE COMPLETED IN THAT IMMEDIATE AREA INFORMATKN BAS
CB140 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 360.75 356.75 4.0 0.31 0.80 1.8 1.8 722 Basin # Area (Da) Area (Du) Cf/aC Da) length (ft (ft) (ft) cf/ac Du) Req'd ProVlded SURVEYING, P.A, DATED JUNE 1 AND JUNE 15, 2000. (7) NO WETLANDS SHALL BE DISTURBED, DRAINED, CLEARED OR FILLED
F150 NCDOT Std 310.01 Flared End Section NIA 363.00 NIA NlA NIA NIA N!A C8151 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Frame 371.01 364.25 6.8 025 0.80 t.4 20.8 7.22 1 2,40 0.70 4320 43 21 5 4515 2.19 10 ' PHASES 5 6 UNLESS SPECIFICALI.Y PERMITTED TO DO 50 BY NCOEHNR ANO U.S. (9) TWO FOOT CONTOUR TOPOGRAPf~C INFORMATION WITWIN ERS ik RAVENEL CORPS OF ENGINEERS. ik 7 BASED ON FIELD SURVEY FILE PROVIDED BY IiH
DI153 Std. 8.01 Yard Inlet w! Concrete Slab Top 369.00' 366.00 3.0 0,77 0.45 9.0 15.2 7.22 0.70 2700 34 17 5 2890 1.37 10 SEPTEMBER 1003, (8) STORM WATER DISCHARGES INTO TERRIBLE CREEK TRIBUTARY.
CB154 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Freme 369.88 366.00 3 9 0,18 0.80 1.0 4.1 7.22 2 1.50 DCB155 NCDOT Std 840.02 Catch Basin w! 840.03 Grate and Frame (Double) 369.90 366.30 3.6 1.80 0.45 3,1 3.1 7.22 3 4.90 1.10 8820 60 30 5 9000 4.48 10 (10) WHERE THE STATIC WATER PRESSURE IS IN EXCESS OF 80 PSI, A PRESSURE REDUCING VALVE SHALL BE PROVIDED INSIDE THE BUILDING (g) 100-YEAR FLOODUNE SHOWN REPRESENTS FEMA FLOOD HAZARD AREA
4 4,10 2.00 7380 56 28 5 7840 3.75 10 IN ACCORDANCE WITH THE REQUIREMENTS Of THE PLUMBING CODE p~ FlRM MAP 3716300687 DATED MARCH 3, 1992.
f160 NCDOT Std 310.01 Flared End Section NIA 366.30 NIA NlA N!A NIA NIA 5 2,20 1,00 3960 40 20 5 4000 2.01 10 ' 11 FOR SANITARY SEWER MAINS EXCAVATED 14 FEET OR MORE, SPECVIL ~ 14.6 ACRES
CB161 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 377.97 368.30 9.7 0.13 0.80 0.8 13.1 7.22 2.30 720 18 9 5 810 0.37 10 CB162 NCDOT Std 840.02 Catch Basin wt 840.03 Grate and Frame 377.98 373.50 4.5 0.52 0.45 1.7 12.3 7.22 6 0.40 ( ) WILL BE RE UIRED. THESE DETAILS MUST BE PROVIDED (10) DENUDED AREA. BEDDING DETALS Q TO AND APPROVED BY THE TOWN ENGINEER PRK)R TO INSTALlAl10N,
CB163 NCDOT Std 840.02 Catch Basin wf 840.03 Grate and Frame 379.66 375.00 4.7 0.15 0.80 0.9 10.6 722 7 2,10 1,30 3780 40 20 5 4000 1.92 10
CB164 NCD07 Sfd 840.02 Catch Basin wl 840.03 Grate and Frame 380.92 376.40 4.5 0.35 0.45 1.1 9.8 722 $ 2,10 1.50 3780 40 20 5 4000 1.92 10 ' CB165 NCDOT Sld 840.02 Catch Basin w1840.03 Grate and Frame 381.49 377,10 4.4 0.78 0.45 2.5 3.6 7.22 12 TAPS FOR SANITARY SERVICES INTO MAIN LINES SHALL BE MADE ON THE { ) N WITH THE WYE SADDLE ANGIED WITH THE TOP QUARTER OF THE MN
CB166 NCDOT Sltl 840.02 Catch Basin w1840.03 Grate and Frame 381,50 377.60 3.9 0.32 0,45 1.0 t0 7.22 9 1,20 0.80 2160 30 15 5 2250 1.10 10 MAIN SEWER LINE FLOW. SERVICE COPINECTbNS SHALL BE PERPENDICULAR L DENUDED AREA 14.6 ACRES RvICED LOT'S R LINE OR TOTA FROM THE MWN LINE TO THE EDGE OF THE SE /W
C6167 NCDOT Std 640.02 Catch Basin w! 840.03 Grate and Frame 384.92 37520 9.7 025 0.45 0.8 5.0 7.22 4 0.80 4320 43 21 5 4515 2.19 10 10 2. 0 EASEMENT WITH A MINIMUM GRADE OF 1 4 IN FT FOR 4-INCH ~ M OF 0.60 fT 100 FOR 6-INCH. ALL C UT5 HALL EXTEND NMINSMU
to and Frame 384.43 360.48 4.0 0.53 0.45 1.7 3.4 7.22 Note: 1' of freeboard is rovided for each Basin, Cleanout Basin with 112 full C8171 NCDOT Sid 640.02 Catch Basin w/ 840.03 Gra p 6 INCH S ABOVE THE FlNISHED GRADE. WHERE A SERNCE THE EGDE
CB172 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 386.30 382.35 3 9 0.50 0.45 1.6 1.6 7.22 F190 NCDOT Std 310.01 Flared End Section NIA 350.00 NIA N!A NIA N!A NIA CONNECTED TO A MANHOLE, THE LINE SHALL TERMINATE AT OF THE INVERT OF THE MANHOLE.
C8191 NCDOT Sld 840.02 Catch Basin w1840.03 Graie and Frame 358.75 350.65 8.1 021 0.45 0.7 14.4 722 CB192A NCDOT Std 840.02 Catch Basin w! 840,03 Grate and Frame 360.45 351,45 9.0 0.20 0.80 1.2 13.7 7.22 (13) WETIANDS SHALL BE CONSIDERED DRAINAGE EASEMENTS UNLESS
C8192B NCDOT Sld 840.02 Catch Basin w1840.03 Grate and Frame 360.45 351.80 8.6 0.65 0.45 2.1 12.5 7.22 FIILED IN ACCORDANCE WITH REQLNRED COE k OWQ PERMITS. ,
C8193 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 364.34 359.80 4.5 0.65 0.45 2.1 8.9 7.22 CB194 NCDOT Std 840.02 Catch Basin w1840.03 Grate and Frame 368,50 362.80 5.7 0,32 0.45 1.0 4,8 7.22
C8195 NCDOT Std 840.02 Catch Basin w! 840.03 Grate and Frame 371.10 365.90 52 0.95 0.45 3.t 3.1 7.22
YI196 Std. 8.02 Yerd Inlet w/Graie and Frame 356.50 354.75 3.8 0,45 0.45 1.5 1.5 7.22 C6197 NCDOT Std 840.02 Catch Basin wl 840.03 Grate and Frame 364.93 360.80 4.1 0.35 0.80 2.0 2.0 7.22 - -
YI198 Std. 8.02 Yard Inlet wI Grate and Frame 366.00 363.25 2.8 0.20 0.45 0.7 0.7 7.22
HW200 Reinforced Concrete Endwall (design by others) NIA 351.00 N!A - - 361.12 NIA NIA HW201 Reinforced Concrete Endwall (design by others) NIA 354,25 NIA - - 361.12 N!A NIA
-
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Storm Drains a Sche ule , B COMMON AREA RESTORATION NOTE
ps ream owns ream I Invert InveR Constructed Velocil _ ~I
Upstream Downstream flow Q10 Flow Q100 Y _ Node Node (cfs) (cfs) Size Material Length (h) Elevation Elevation Slope V101fds) - REMOVE BORROW MATERU~C; COMMON GREEN AREA ~ , - FOLLOWING CONSTRUCTION TO
YI101 F100 17,0 22.9 24"Dia. RCP 113.06 339.75 339,00 0.66 7.1 GRADED AND SLOPED TO DRAIN TOWARD STREET AT 2f: MIN SLOPE. IMMEDIATELY WILL BE H i - _ - ~ GRADING OPERATIONS SITE WILL BE STABILIZED WITH SEED AND ~IULC _ _ STREET TREE AT , ~ .FOLLOWING
24"Dia. RCP 53.09 340.30 339.95 0.66 5.3 - - CB102 YI101 16.7 22.4 24"Dia. RCP 28.98 340.70 340.50 0.69 5.1 ~oA 5~ 5b' O.C. MIN 2 'F/2" CAL) a A~CORDHVG--T4--T~E,.SE~DING SCHEDULE AND RESTORED TO ORIGINAL CO,NOmONS P ( , _ ; ~
C8103 C8102 15.9 21.4 CB104 CB103 14.8 19.9 24"Dia. RCP 144.55 343.30 340.90 1.66 6.4 _ PRO'VEd PHASE 9 &10 CONSTRUCTION PLANS. ADDmONALLY, _ ACCORDING TO AP ~ ,
C6105 CB104 14.5 19.6 24' Dia. RCP 40.22 344.10 343.50 1.49 6.7 1' - ~ ~ 1 PPI.EMENTAI STREET TREES RED `OAK,._~', CAL.) WILL BE PLANTE6 IN LOCATIONS f r / - SHOWN ON PLAN.
1 . 16.8 24' Dia. RCP 29.00 344.80 344.30 1.72 4.9 _ _ _ _ _ _ C6106 CB105 2 5 _ .w' CB107 CB106 9.4 12.7 18' Dia. RCP 156.50 348.00 345.00 1.92 8.1 _ ~ ~ J ma - - ^i
348.80 348.20 1.01 5.0 - ~ ~ r' CB108 CB107 8.8 1 t.8 18" Dia. RCP 59.23 _ r ~ ~ i i YI41~ i ti,,e i r _ - ~ ~ ~ " ~
7 9.7 18"Dia. RCP 134.75 350.30 349.00 0.96 4.3 ~ ' C8109 CB108 .2 YI110 C8109 5.5 7.3 18" Dia. RCP 20.00 350.80 350.50 1.50 3.4 _ U - ~

3.9 5.3 15"Dia. RCP 131.17 352.00 348.40 2.74 8.0 C6121 F120 B121 2.8 3.7 15"Dia. RCP 29.00 352.50 352.20 1.03 3.0 _ - ~ ~ ~ E , i _I,_ - ~
130 10.0 13.5 30"Dia. RCP 37.12 354.20 353,95 0.67 5.9 ~ ~ C8131 F Q - - \ ~
5.4 7.2 24"Dia. RCP 165.86 356.95 355.45 0.90 5.9 2 $ 6 ~ ~ 2'8 5~~ CB132 CB131 ~ ~ b ~ - i
1 2 4.8 6.5 24"Dia. RCP 161.73 358.55 357.15 0.87 5.6 ' CB133 CB 3 , CB134 C8133 4.6 6.1 24" Dia. RCP 36.86 359.15 358.75 1.09 5.4 ~ _ _ A. ~ r-w_____ / c N ti V
' ~ 'moo 8134 3.7 5.0 24" Dia. RCP 29.01 359,60 359.35 0.86 4.3 _ _ CB135 C - / I ~ _ . I ,
CB136 C8135 2.1 2.9 24"Dia. RCP 38.60 360.15 359.80 0.91 3.3 ~ , - I - 1 \
C6137 C8136 1.8 2.4 24" Dia. RCP 123.79 361.61 360.35 1.02 4.5 CB138 C8137 0.9 1.2 15" Dia. RCP 29.00 363.00 362.70 1.03 3.7 I - _ - 1 243 . ~ , . _ ~ - ~ ~ '
CB139 CB131 4.1 5.5 15" Dia. RCP 109.08 356.25 355.45 0.73 5.2 ' 356.45 1.03 1.8 FIE ~ LOCATED SIDEWAU ~ ~:r= >CATEO SIDEWALK - - ,~I~ \
C8140 CB139 1.8 2.4 15"Dia. RCP 29.00 356.75 20.6 27.1 24"Dia. RCP 190.87 364.2 363.00 0.65 T.2 2 C8151 F150 p t I ~ I ~ ~ _ _ ~ 274
19.6 24"Dia. RCP 53.06 366.00 365.50 0.94 7.4 2U4 _ 01153 C6151 15.2 ' 284 _ I {
B1 1 4.1 5.6 18"Dia. RCP 97.23 366.00 364.75 129 1.9 ' C8154 C 5 4.2 15" Dia. RCP 29.00 366.30 366.20 0.34 2.9 ' 1 5 C6154 3.1 ~ ~ _ DCB 5 ~ I 275 I ; 4. I ;
ROPOSED TREE _ ; ~ RED OAK, 3" CAL, 2 EA. I 20POSED TREE ' ~ ~ ~ I 1 ~ l 3" CAL, 2 EA ~ ~
_ - 1 ~ 1 / TEMPORAi~Y, I I ~ ^~44 319 _ r I , . ~ CONSTRUCTI~1 I, ;
C6161 F160 13.1 17.fi 24" Dia. RCP 136.39 368.30 366.30 1.45 8.4 7 373.50 37320 1.04 6.9 C8162 C6161 12.3 16.6 24" Dia. RCP 28. 5 ~ ~ ~ C TRANCE z ~ i
73.70 0.97 6.5 ~ 1, C6163 CB162 10.6 14.3 24" Dia. RCP 134.17 375.00 3 - ' / l
C6164 CB163 9.8 13.2 18"Dia RCP 59.51 376.40 375.50 1.51 7.8 ~ _ " - - 1.41 t.7 ~ ~ 83 , 8165 CB164 3.6 4,8 16" Dia. RCP 35.36 377.10 376.60 (C1 C 83 ~ ~ .k , 2 4 273 ~ ~ f , 1
CB166 CB165 1.0 1.4 15" Dia. RCP 29.00 377.60 377.30 1.03 0.9 X ~ ~
B167 CB164 5.0 6.8 15"Dia. RCP 95.81 380.50 377.11 3.48 8.8 1 rC1 ' C ~ ~ ~ ~
3.4 4.5 15" Dia. RCP 153.34 380.48 377.82 1.14 6.7 'i Q _ C8171 EXC846 ~ 1 l 245 - . _ , ~ INSTALL T FENCE,, ~ 320
C8172 CB171 1.6 2.2 15" Dia. RCP 110.00 382.35 380.68 1.52 4.7 1 1 ~ / ,
C6191 F190 14,4 19.3 24" Dia, RCP 113.43 350.65 350.00 0.57 6.5 1, , ' ' 115.60 351.45 350.85 0.52 4.9 ~ ~ 1, CB192A CB191 13.7 18.4 24" Dla. RCP 28~ B 1, , / E ,
4"Dia. RCP 27.00 351.80 351.55 0.93 4.2 - CB1926 CB192A 12.5 16.8 2 N ~ 272 I / AV ; E l IV 77 , ~
1928 8.9 12.0 18"Dia, RCP 188.84 359.80 354.10 3.02 10.2 ~ ~ ~ , CB193 CB 6.4 15" Dia. RCP 109.66 362.80 360.00 2.55 6.8 1 , ' CB194 CB193 A.B ~ _1 AD - I I
CB195 CB194 3.1 4.2 15"Dia. RCP 161.32 365.90 363A0 1.80 6.3 ~ 1, '28-1 _ - _ - - - ~ , ~ - / ~
75 354.35 2.00 4.8 ~ i "Dia. RCP 20.02 354 ' , YI196 C61928 1.5 2.0 15 360.80 36020 1.71 1.6 ~ ~ ' / 280 / ~
C8197 C6193 2.0 2.7 15" Dia. RCP 35.05 ~~rr~ , G ` Y1198 C6194 0.7 0.9 15"Dia. RCP 20.00 363.25 363.00 1.25 0.6 • . ~ _ _ / - 246 ~ ~ _ 279 ~ , e
" 54.25 351.00 3.71 13.8 421.0 555.0 87 x 63 ARCHICS 2 87.69 3 ~ ~ Q - HW201 HW200 O { / 278 ~ 0 / 271 _ ~ ~ , I ~ ,
Notes: RCP is Reinforred Concrete i e, Class Ill or otherwise noted PP r ~ ~ ~ w, /
AR Fi/CSP is Arched Corru ated Steel Pi e b Contech or approved equal. Use 6x1 corrugations with fully bituminous coated inveR. C g P Y ~ / r i i ~o F
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r = ~ WITHERS RAVENEL
~ D,m By mw Date BALLENTINE SUBDIVISION PHASES 5. 6 & 7 EROSION SION CONTROL PLAN BORROW AREA ¦ ENGINEERS I PLANNERS I SURVEYORS 6 a 17
o~ra~os Cary, North Carolina 27511 tel [phone] fox: 919-467-6008 www.withersrovenel.com 111 fdacKenon Drive
Checked By ow lob No. zo FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA
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~ j / ~ , ,,+aa''% ~ ~ 11 '356.67 ~ vI • '1 i 1~~ / ~ 1
w \ , / \ \ , ~ ~ FFE:367. ~ ~FE:359.50~ , / ' , • I v I ~ ~ 1 ~1 ~I 1 ~ , • ~ , . / 1 , , • 1 1
_ I
1 ~ 1 • ~ i ~ ~ ~ ~
- ~ ~ ~ \ ~ ~ / I A • , ~ 1, l 1 ~ ~ t ~ , ~ , 1 , ~ . ~ , / , I , ~ , ~ l ~ ~ \ ~ ~ ~35s.oo , ~ 1 ,
s i' , \ , + I / 1 , 11 ....._,..-y I , ~ ~:35e.5o ~ vv ~ ~ ~ 1, 'vv i~ ~
, , ~ + ~ ~ ~ i ~ N ~~o DN~'RSIO ti ~ ~ ~ 1 / 1 1 , 1 DITCN
1 ~ 1 ~ , ~ X ~ ~I vI ~ .
~ ' •,369.2 ~ ~ ~ ~ \ ~ / ~ ~ ' ~ ~ ~ ' ~I ~ ~ ~ 1 ~ 11 1 I I • 1 1 , ~ ~ 1
- . ' 1 ~ ~ / B40 ~ \ ( ~ / I t ~ • 1 1 1 I , , I I ' 1 •p ~ / ,FFE:355<67 , 1 , / hMesa. , aY5arevt~~ I 1 1 1 l
~ :370.00) / E,3 ' _ \ ~ • a ...w... . ~ ,
/ , ~ i ~ ~ 1 w • 1 1 ~ 1 1
A , ' ~ , \ ~ r 1 ~ • 1 1 V W 1 ~ ~ - 3:1; SLOPE , - / ~ SILT ~
•370.50) - _ _ ~ / \ % \ i ~ - l ~ CE ~ i ~ ./i / ~ I r: I ~ 1
~ / / , / /A• / ~ i / I • ~ ~ 1 1 1 ~ I / ( 1 1 1 I / TrC:J~. 1 1
, EROSION CONTROL NOTES ~ ~ ` • ` f r ~FFE:366. ~ i •357.50 . ~ , ~ 1, ' it / 1 i 1
LEND . EROSION CONTROL LE sHA~ ~ / (1) corrrRACTOR 1• / / ~ I ~ v ~ \ 1 ~ 1
i DuIaNG THE LIFE of tiN: PROJECT. . ; o / SIL7 FENCE _ r ~ , J ~ i 'fir
(2) CONTRACTOR SFWL CONSTRUCT DIVERSION DRCHES AS NECESSARY TO ~ / MPORARY ' ENSURE ALL SEDNWaIf IS DNIECTFD NAO EROSNSI CONTROL MEASURES. + QNSTRUCTIO~J _ ~ ~ ~ / o i ~ , • • ~ i 1
DIVERSION DITCH 3 CONTRACTOR SHALL PROVIDE ~ ~p ~p TNL DTTCHS AT THE STORM ~ ~ ENTICE D . ~ ~ TO Y1111 F fFE:355.0~ ~ , ~ ~ I
~ ~ O , DRAINAGE PIPE olsa+ARCE POTITS AS REOUNiED TO ETAiURE POS(TNE , / _ i % / / ~ _ ~ I 1 , / / j1 I 1
oRAIWrGE. / ~ , ROCK CHECK BE PROTExTED FROM SEDIMENT MIIiH GRAVEL ~ `;'T r ~ , w 11 ~ I 1 / I ~ r w__ ~ I
DAM (4) ALL GTCH BASWS SHALL ~ DETAIL UNLESS NO1ED OTHERWISE. ~ i MITRE MESH NrLET PROTECTION ( ) r _ . ~ i, - , I I
' ~ - x x (5) ALL UTNlIY EASEIiaAS A1D RIGHT OF MIRY ARFJIS OU15~E OF / r ` ~ - ~ 75 ~ ~ / FFE.3yl. ~ ~ ~ / I
PROTECTIGIJ PAYEIIaR AiD SOEiNAIJ( TO ~ VEGETAIiVIlY STABNJIFD PRIER ~ - x-z INLET ~ ~ ~ i ~ % x,:.,4.25 ~ i , ~ i
/ + 6 SDE SLOPES SWILL E SEEDm 1MTFW 15 DAMS OF GRADING / . /
UIUIY OR 5TOR11 DRATJAGE ' _ COMPLETION UiLE~ SIDSEOLENf _ _ WORT( 151D BE COMPLETED TI 11N7 MEDIATE AREA ~ ~ ~ \ " ~
CUSTOM CUSTOM BASIN ' / r ' BASIN ' ~ NO WEMIDS SHALL T1E OISIITiBED, ORATED, CLEARED OR filED / ;PROPOSED' I ~ • , CLEARING 1
~ AID TLS. UNLESS SPECFICALLY PERMRIED lO DO SO BY NCOEITi! ~ /f - ~ gg77~ ~lYIT'S . ~ FFE:357.50 ~ .67 ' ;
ARMY CORPS OF ENpNE17tS. ' ~ ~ ' / ; ~ 1 1 ~ ,
NSTRUCTION ~ ~ ~ ~ ` ~0 8 STORM WATER DISCfMRCES TAO 1T91l1'~E CRm(1R~1GRY. / ` , ENTRANCE / + ~ ~ i~ / ~ PROPOSED ~ ~ ( _ ~ ' ' ~ l / ~
9 1oa-YEAR FLOODINE sHOwN REPRE~l1S FEMA Flooo w?zATD ARE/? ; , ~ / , r~ ~ / ' CLEARING ~ uMITS 1
O DATED MARCH 1912 , , ' - U _ ~R ~ MAP nte~oo~ , \ FIAREG ENv SECTION / ~ \ ~ I ~ 1 - I f.... ;
AREA; X0.0 ACRE.T i , ' ~ ~ ~ w/ RIP RAP OUTLET (10) DENUDED . r ~ t.% + ~ < ~ ~ , FFE:353.001 , ,
PROTECTION / r ~ ' r i / / s ~ / , / i. FFE:35 ~ ,
/ r 1 f 1 '1 / , , ~ ~ ~ ~
~ f I , I l + ~ • ~ / ,4'~ I I I 1 O ~ I ~
I I 1 ~ /f / 1 l l '1~; i I r I ' I I ~ I ~ • / • ~ ~
' ~ 'r UTILITY NOTES r ~ ~ ~ ~ (FFE:355. ~ •353.75 ~ FFE:352.50I ~ j . ~
N SHALL TIE IN ACCORDANCE MATH TOWN OF I ~ 1 All CONSTRUC110 ~ ~ ~ ~ ..,J ~ / I CON5I~RUCTiON REGRADE J ~ ~ / ~ PROVIDE ; STORI~WATER TO
- NA 5GNDARD SPECIFIGTIONS AND CONSTRUCTION FUQUAY VARI ; J ; ' ~ ' DETAILS LAiEST REYISTON. + ~ / ~ i S EET FLOW O'i1EER LAND ~ . ; ~ ~ ,
2 THE CONTRACTOR SHALT. USE EXTREME GRE lO AVOID OISNRBING } y,~,~ • ~ 1 I
EXtSiING stREAM CHANNEL DURING SEWER uNE CIGISTRUC110N. ALL ~ ~ ' CROSSINGS AND DISTURI9ANCES SHAH BE fiARY SEWER PIPE BITTERN ~ ~ , !
~ TOTAL DENUDED AREk 40.0 ACRES ~ , PROTECTED MATH 22• CLASS iRIP-RAP WITH FABRIC tprOERI.TIER. + I •352.00 ' ~ 20' , ~ , ' - J ~ rw+iw'°"
3 ALL MANHOLES LOGIED OUt510E OF STREET RK;HT-OF-WAY SFWL ~ 1 GRATE. ~ ~ ~ ~ ,
HAVE A RNrf ELEVATKIN ONE FOOT ABOVE FlIdSHED ~ : , ' OFF CENIERI~ UNLESS SHOWN GEC ~ , (4) WATER LINE SHALL BE 5 MTNMUM A PRE-I~N5TR11C110N " 1 i
ro ~I~ ~rc ' F. + 1 • / Yn M 1~#i YM ~MK~ l; OTMERMASE. ~ + r ~ FFE:353 '
THE TOWN OF FUpUIIY-WIRNA PRIOR TO q~I~IfRUCTION. ` ' 5 WATER MNNS SHALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED COwIFTREI~CE SANITARY OR STORM 2 PRIOR TO STORM DRA~IYGE M~STALlATION„ q)NTRACTOR SHAH FIELD , i , ~ t .
EDGE lO EDGE FROM EXISTING OR PROPOSED ' , ~ I ' 1HE BOTTOM OF 11•E WATER MANi POSiiNE DRAMrAGE TO DAYLIGHT. ~ - ~ SEWER UNLESS THE EiFYATKINS OF VERY EXIS1MiG TOPOGRAPHY TO ENSURE 8 ~ ~ , . i
IS AT LFJST 18 TK;HES ABOVE THE TOP OF THE SEMIQt WITH A ~ LE~EI. SPREADERS SHAH ~ A 20. ORARIAGE AND IIAINiENANCE ' ; , I , HORIZONTAL SEPARATION OF AT LEAST 3 FEET. ~ ~
MEET 1HE MiTETVT OF DEFUSE ' EASEMENT !Mq SWlll. (~NF'ORM 10 TOPOGRAPMf TO i , WHERE A WATER WW1 AND A SAN(fARY SEWER CROSS AND iFE ~ ' ~ o'er , ~ ~ ~
LESS THAN 18 INCHES OR THE MUTER LMIE VERTICAL SEPARATION IS SIW.L BE PR041gED ~ ' ~ 4. A TO' TEMPORARY CUSTOM BASH! WiNiEWINCE EASEMENT ; (FFE:352.7,b 347. , ' ' ~ 1 ~ / i U i
UNDER THE SAINTARY SEWER, 1HE SEWER MAIN SHALL , t AADIN~ EACH BASMN. , DUCTILE IRON PIPE. °
5~ ' ALL WATER LINES SWILL BE DUCTILE IRON PN~E. _ _ _ _ _ - , , / , ~ ~ ,
TYPE K COPPER AID ALL SEWER ' 6 All WRiER SERVK£S SFWl BE 3/~ ' ;I ' r ,
O LE 40 PVC. EROSION ~ ~ ' ~ s " i , SERVICES SHALL BE SCHEDU ~ ~ ~ ~ ,
OF ALL EfOS11NG MLffIES PRIOR THIS PROJECT' IS LDGIm APPROXTYITELY iW0 MILE'S NORI}IFAST ' , CONTRACTOR SFWL VERIFY LOGTION / (n ' ~ ~ ~ ~ ~H I ~ , t ~ \ - i ~ ~ ~ '
TO CONISTRUCTpN. IOGTION OF EXISTING UfW>tES SHOWN ON PLANS OF DOWNTOWN FUQUAY-WMTIIM ALONG SUNSET TAKE ROAD ACROSS TFIS PROJECT' INVOLVES PWlS6 , BEST AVAN.ABLE INFORWTION BUf CAN T3E (~NSDERm FROM BN1EN1>rE DANiY FARM ROAD. ~ a LS BASED ON ~ , I ; ' r / i
ONLY AS APPROXIWTt: 51 6 ~ 7 SUBONISION OEVElDP1~NT FOR 156 STIGLE FAMILY DWE1LNrG ~ , UNITS. SEDT~ENT RUNOFF TS TO BE CONTROLLED BY SILT FENCE, r + ~ i ~ ~ i i ~ r I ~ i ~ ~ l
8 EXXlNDARY WETLAND, RIPAI8IW BUFFER E 100 YR FLOOD HAZARD TEMPORARY DVERSION ' ~ GRAVEL AND R~ RAP FILTER BASTE, AND , + w iNFORWTION BASED ON FlLES PROMDEt~ lTY W1ILDIN-WATKIILS ~ ~ - ~ r + I ~ ~ ~ V ,~1 ~ ~
W RVEYING PA DATED JUNE 7 AND JUNE 15, 2000. DtfCH(R AS SFIOMM ON THE PLANS. ORATIAGE FROM TINS SiTE LS . , + • Tt5Bl1TARY 1T) TERRIBLE CREEK " ' ~ ~ ' ' I I ~ ~ 1 1
~ (9) TWO FOOT CONTOUR TOPOGRAPHIC INFORMATION wm1T1 PHASES 5, s ' wm~RS ac RAVENa ~ ` d: 7 BASED ON FIELD SURVEY FlLE PROVIDED BY i ~ FfE:347. ~ ~ r ~ 1 ~ i ! , /
SEPTEMBER 2003. w i ! I ! , I r i..7 + ~ \ 1 j O i % ~ ¢ I ' .I r :JN.WI 1, ,1 / ~ ~ ~ , / rA~ . ~
(10) WHERE THE STATIC WATER PRESSURE IS W EXCESS of s0 PSI, A ' r 3 PRESSURE REDUgNG VALVE SHALL BE PROVIDED NISIDE lif D11lDMrG ,,~pUiiiii,rry/ ~ ; ~ ,J ' 1 i ..J 1 1 / \ ~ 1 . /
, + ~ IN ACCORDANCE WRH THE REQUIREMENTS OF THE PWMBNG CODE. I i 1 ~ ` / , / / ~ 1 / , / ~ ~ ~ ~ / 5,. , ~ / 1 ~ 1 • ~ l
14 FFFf OR SPECIAL ~ ~ , (11) FOR SAN(iARY SEWER MAINS EXGVATm f~ ~ O •r• ,y , , ~ , \ \ , I
BEDDING DETALS MINI. ~ REQUNIED. 1FESE DETALS MUST BE PROVED ~ j OF~IO ` a BY THE 1OWN ENGM'IEEIt PRKIR TO TISTNIATION. 'I'ti' 9 ~ ; • ~ , TO AND APPROVED ~ 9 1 ~ \ r I 1 1 ~ / • 1 r TEMPOS ,
° - SEAL = • / if 170A1S5 ~ ~ CONSTR ,~44 ~ M, ~ E
° 12 TAPS FDR SANRARY SERVICES INTO MAIN L1NfS SHAH 8E MADE ON 1HE - _ ( ) SADDLE ANGLED WRN THE - TOP OF TIN: MAIN VAiN THE WYE : ~5 - r e ~ / / ~ ENTRANC , , ~ ~ ! ~ \ I 1 ~ DON i ~ I ~
FLOW. s~ CONNEC110NS swu.L aE PET~ENaau~R R CONSTRUCTION ~ , ' ~ \ wWl sEWER uNE NOT APPROVED FO _ / M WW1 UNE TD THE EDGE aF THE SERVICED LOT'S R/W tNiE OR N ~ FROM THE 6~1 0 . ~ ~ ~ M ~ ~ / / ~ 1 DITCH ~ ` ` • i
FISEMT?IT WITH A IMNIMUM GRADE OF 1 4 IN FOR 4-INCH E ~4 ~ ' , 4 0.60 Ff Too FI)R 6-INCH. ALL ExrEND A ITHRaw of ~,,~q(f ; , 1~ ~ / ~ ~ ~ 11 ~v ~ ~ I I 4 ~
~ 8 TICH ABOVE 1FN: FINISHED GRADE. WHERE A SERVICE UNE S nr~r , ~ ~ I ~`/c ,.r. ~ AI 1V , ~ / 1 ~ \ , Z i
CONNECTED TO A MANHOLE, THE_ l1NE SHALL TERMNIAIE AT T1iE EGOS ! / ~/1?
z OF THE INVERT OF THE MANHOLE. Vv
d UNLESS (13) WETLANDS SHALL BE CONSIDERED DRAINAGE EASEMF.N15 TOP OF SAWARY i~UWHOLE i V 2, ~ewoaMr atom M
FILLED W ACCORDANCE MATH REQUIRED ODE DWO PERMITS. 0 3(' a 24' TBM ELEV 337.70 wwrow+~ - DMH TO
M ; o 11 -T 000 11 1 , DAYLJGW r
SCA 1,-a
M 362"" • , , OF
M O
Y
No. RE Moon Date Shat No
1 PBt TOWN OF Y•YAR9iA COMMBM U" m wa DETAILED STORM DRAINAGE & WITHERS RAVENEL
BOUNTY FWS1 REVIEW V/20~ WH D"^ By ¦ MVH Des lW290 BALLENTINE SUBDIVISION PHASES 51 6 & 7 2 PM WAIF
3 PBt TOWN OF RQUO-YMNA ?ND RMW OV09 04 AWH EROSION CONTROL PLAN 1 ENGINEERS I PLANNERS I SURVEYORS 17
laodcad by Dw lob No' MMuo FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA 111 Iod(erw Drive Cary, North Cardita 27511 tet 919-469-3340 fax: [phone] www.withersravmel.com

ER0SI~1 CONTROL NARRATWE
THIS PROJECT LS LOCATED APPROXIMATELY TWO MILES NORTHEAST OF DONQVTOMTI FUQUl1Y-VARINA ALONG SUNSET LAKE ROAD ACROSS ~ I t I ~ , ~ I _
FROM BALLENTINE DuVRY FARM ROAD. THIS PROJECT INVOLVE PHASES I I ~ II ~ 11 ~ I I ~ ; ~ ~ I I 1 , ~ . ' ' 1 1l I i
5, 8 d: 1 SUEIDMSION DEVELOPMENi FOR 156 ~NGLF FAMILY DWELLING ' 1' ~ 1 1 a r ~ ~ ' ~ ` ` I I , \ 1 1 , 1 I 1 I I r \ UNITS. SEDIMENT RUNOFF IS TO BE CONTROLLED BY SILT FENCE, I , 1, ~ ~ ~ , , ~ ~ , 1 1 1 I , I I 1 ' 1 II I 1 1
I . i I ~ • GRAVEL. AND RIP RAP FlLTER BAS9dS, AFB iDIPORARY DNERSgN \ ~ ~ 1 1 \ , 1 t 1 ~ 1 I I I I I , , ~ • , , , I I 1 I I I 1 I I I 1 I I I I 1 ' I i 1 I I I I I
DTTgiE AS SHOWN ON THE PUNS. DRAINAGE FROM THIS StiE S ' , I ' ' , • ` , pip, ~~py y~ /1p[[y , 1 , ~ t , , . . , I I . , I , . , ~ , , TIIIDV(/N{1 TV TERRIDLL MGCJ\• ; 1 `1 ~ l '1 1 '7 I I ' I I I ' I ~ • J~ ~ ( I 1 I ~ 1 r' , I 1 ~ I I I 1 ,
I ~ I i I 1 I I 1 , 1 1 I , I I ~ • A ~ , 1 1 ~ I 1 I , 1 1 I I I I I I I 1 ~ , • , ` , I 1 h I I I ~ I 1 ~ I 1 I I I ~ I 1 , r I 1 , I I I 1 I 1 r .
, 1 ' 1 1 1 1 I 1 I I 1 I I I I 1 ` , , f I I I I I I 1 1 1 , I 1 I i I I ~ I 1 ~ I 1 I I I I 1 1 1 r
EROSION CO 1 1 I 1 1 I I I 1 ; • ; NTROL LEGEND 1 I ~ I • I ; , I 1 , i I 1 ~ 1 I f 1 I I ` I
1 , I I 1 I I , I I I I ~ d , , , ~ SILT FENCE r ' I i i I II i 'i ' I i t, • ` ~ 1 I I I ~ I ; 1 I I I 1 1 1 I I I 1 1 I
20 PUBLIC Gf~EENWAY EASEMENT ' ~ ~ ~ ~ ~ ~ ~ 1 I I I r 1 1 I I i '1 I I
DIVERSION DITCH 1 ` 1 f I I I 1 I , I I ~ 1 1 I
• 1 I I I I ' ~ r i ~ 1 I I I I 1 I r I I
ROCK CHECK ` ` ` t ' `v ~ ~ ~ , 1 1 I I 1 , / I I I ? 1
DAM I ~ 1 ~ ,v ~ • ~ . , FLOOP.HAZ ~ M ~~~~pD p~~ OMIT I i "~~^^•nN+nsnrmere~arrmt~sn•~.•I,mss.~e>R+~eseenwsawl.*sriss~arrns.rrnsa..~4nn•+s.rans...+lmn.....n......•}..••.~...n.? 1 FLOOD-J~AZAR JV~~-~j~ I I I 1 r , I
-X / t ~ 5 , j ` r , ' I I 1 ' I I i 1 , ~ 1 , ~ 1 ~.I I ~ . ^ , I I r
INLET PROTECTION , 1 ~ `•1 \ f / 1 r n~ I 1 I i ~ _ / - \ f 1 1 r ? ~ - 1 I 1 ~ 1 ' ~ ' I ~ ? 1 - ~ / / 1 1 I t
? 1 ~ ~ r 1 , ' 1 I 1 1 r
LUJI VIII _ I . , 't \ , \ \ , \ \ , 1\ ~ , J ~ , i 1 f 1 'I I I ~ I s , , ~ 1 ! ~ 1 1 ~ r 'Y ~ • 1 • 7 I I 1 ~ I i j; ~ FFE3 5.ooJ ~ TkIIS AREA TD BE CLEARED
t9ASiN CUSTOM BASIN a ~ _ _ r - - 1 y I 1 ` , i ~FFE:375~08 r 1 `I ENT I / ~ I AND~IGRASSED FOR PERMAN i v ~ ,
~ I 1 ( , ~ , ~ , • ~ ( I 1 ~ , • I I ~ `,I \ \ \ \ \ , a~ \ • \ ~ ~ 8 ~"''"ti, I ~ OREN SPACE~REC AREA ~ , l
r, t I I v \ , . , . ~ , FFE: 7 •3 .2~ . , ~ 3~50~ FFE39 .25~ ' 95.25 •39 ~ ~ ~ ~ , L ~F'E`375.5Q~ n , N ' 11 I , A ! ~ I t ~ I 1 /~3 \ I v ~ I ~
CONSTRUCTION ~ , ~ ~ r 3 _~.I .J ENTRANCE ~ , \ • , o , 78, 'FFE:374.50 1 I ~ I I I I ~ 1 1 ~ / f ~ I I 1 V 1 1
FFE:378.25 ~ \ A(ZFJ,
, 1 , w \ CARED END SECTION - , ` 3i e 1 I 1 \ OP501L STOCKPILE ` / , T ~r PIT ` ` f BOR _ _
r . ~ ~ w/ RIP RAP OUTLET , ` , ~ ~ ~ . ~ X \ , ` ~ - I ~
PROTECTION , M~ \ ` ~ ~v , ~ • 74.25' ~ ~ _ ,
iiRUCTIOM 15 COIIPlE1E . ~ ~ ~ I , - - R1H AIO CIlS1011.811SN ` ~ ~ I I
~ 6 ~ ~L ~ '383,50 0 . 2 , 1~ AND CUS~DW.ek i , ` . ~ 1NLI. AMD STORM T A!0 Sf01N lER ~ ~ rl fF'E:372~ i i 11 ~ 8 ~ ^ Via. \ r 1 ` 1 \
i i ~ 1 ` ` \ ` l UTILITY NOTES ~ ~ ~ ~ ~ , i ~ / \ - I r 1
(1) ALL CI)N5IRUCTION SWILL. BE IN ACCORaVICE WRH TOWN OF ; - - ~ - - _ ~ ~ \ t • r \
Fi1QUAY-YARINA STANDARD SPECIFiCATKINS AND CONSTRUCTiDN i I ~ \ , ` I DETMLS, uTrar REVISION. I , , ~ r 1 , ~ • ` ,F~E:3a3, ~ ` I / \fFE:37115(y _ PRO f - I r ~ CLEARI
~ • , . ~ THE CONTRACTOR sHAU. ~ I i C \ / . \ O ExrRaaE CARE To Avao DrBTURLTINC I ,~1,~ , ~ FfE.398.25II FFE:397.2 FFE.395. I \ , \ ` , , , 6 ~ fFE:393.50 FFFa3 .7 ~ • - I r \ I~
EX15T9JG STREAM CWWNEL WRBIG SEWER LNE ~ ALL "'I. I ~ \v 1` , / \ sANruRY SEwWER PIPE sTREAM ~ AND DISTURBA~cE I _ I _ _ ~ 1 , ~ , sHAU ~ I _ ~ /FFE:387.50r ~ \ I , Ilrl~ . f£~. 72.5 - 1 I -
PROTECTED Wlili 22• CUSS 1 RIP-RAP W(flf FABRIC UNDERUNER. ~ 1 ; ` 1 r ~ ~ JJ ~ ` , ' ~T' 1
ALL MANHOLE LDGTm OUTSIDE Vf JI RCCI MF1111f-N1Y ~ ~ ' ' ~ I ~ ` \ V '1 11 \ I HAVE A RIM ELEVATX>H ONE FOOT ABOVE FNiSFIED GRADE. ~ 1 , ~ \ , 1 , I r \ •371. ~ r ~ \ 1 ~.FFE. ~ , , A
I \ (4) WATER LME SHALL BE 5 MIMI11A1 OFF CENTERLINE UNLESS SHOWN . ~ d I I~ ~ \
1 ' 'S ` • ` P / / J I ~ ~ FFE:370.5 ~ -~'•3b"f25 ~FFE:367.50
(5) WATER MAINS SFWl 8E LAID AT LEAST 10 Flf'f UIERALLY MEASURED DIVERSION ~ ~ ` 1 \ EDGE TD EDGE FROM , 1 I ~ 1 ` ' \ •N.Y.2j` \ • I \ \ EXSTNVG OR PROPOSED SANITARY OR STORM DRCH , ~ , . ' ~ ~ 's ~ v
~r. • A SEWER UNLESS THE EIEYATXMS OF THE BOTTOM OF THE WATER MAN •
IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER W(iT{ A t ~ ~V ~ / ~ + \ HORIZONTAL SEPARATION OF AT LEAST 3 FEET. ~ 1 ~ \ . 1 1 1 ~ .371. ~ Y ~ \
WHERE A WATER MAIN AND A SANITARY SEWER CROSS, AND THE L ~ ` ~ \FF~•.378. • ` ~ ` ~ . •367. ~ ~ \ • • . • , 1 \ ~ i ~FE. 5Q ~ \
vERnc,AL SEPARJITKIN ~ ~ . s LESS nNN to LNa~s oR THE WATER LRIE ,
PASSES UNDER THE SANITARY SEWER, THE SEWER MNN SW41 BE ` ~ DUCTILE IRON PIPE. ~1~:385.59/ \ ~ ~ ~ ~ ~1 \ \ k' ~ 010 13.1 CFS _ ' • ` I 1, ' a a ~ 1. - , 1
ALL WATER L91ES ~ \ ~ • ~ ~ SHALL BE DUCTILE IRON PEE. ~ •378.00 ~ . s { / :364.00 ~ EA+DEN~ i • I ' v l 1
, (8) ALL WATER SERVICE SHALL BE 3/f TYPE K COPPER AND ALL SEWER ~ ~ , ~ \ •1 1 r .~.~we~ev ~ N I 1, 1 1, d) ~ ~ I
, SERVICES SHALL ~ ~ SCHmUIE ~0 PdC. DNERSIO'u]~ ~ ~ , / \ ~ / , 1 , .a _ I ,
CONTRACTOR SHALL VERIFY IOGTK)H DITCH \ ~ , (7~ OF All EXSTING UTILTiTrx Pi80R / •383. \ 10 CONSTRUCTION. LOCAIKIN OF ` ~ ~ • `,~FFE:37R50 ~ 1 ' EXISTING UTMTES SHOWN ON PLANS 1•fE:387.5~ , , , ,fi.i i ~A511 HP8liF71ANCE ~ ~ ~ , ` , \ ~ fF~367.251 \ II 1, 1 ~ p E~ 1>. • 1 ; ~ , ` ~ :3V6.(V/yy~ O \
BASm oN BEST AVAxABLE INFORMATION BUT Taw ~ ~ '1 ?'I ~ `r ' • • 1 1 1 \ 1 ~ \ ~ \ I
ONLY As APPROXMNTE / ~ ~ \ ~ , ' ' ` CLEARING LEVEL S'RREA[~R \ / ` / \ 1 1 1 I ~ ~ 3. \ a 1 ~ ~
(s) eouNNtDAARY, WETLAND, RPARNN a 100-YR F1O00 HAIARD 1 1 , ~ ~ ~ 1 NFORMATKIN BASED ON FlLE PROM BY MAUlD9i-WAIKINS ~ ~ ~ I ? ~ \ / 1 1 I , uMrts 410 2~o c , . a 1 ~1 \
SURVEYING, PA DATED JUNE 7 AND JUNE 15, 2000. - 1 - - , ~ ~ ~1 ~ \ TOP UP EL 3fi3.00 \ . / / ~ x.75 ~ W I ~ ~ \ ` • ~ _ \FFE:368.OO~l
9 1W0 ~ ~ ' / \ \ x.75 ~ w . FOOT CONTOUR TOPOGRAPF9C 9'~IUiTION WftFgN PHASE 5, 6 I \ \ 1 , I , ~ k T BASED ON FlELD SURVEY ETU: PROVIDED BY WITHERS k RAVENEL IFFE:388. / , 1 , \ `
, ~ ~ .A ~ ,/1 1 , SEPTEMBER 2003. ~ / ~ _ , , ' \ ~ 1DIP0104t'(~S1 • ' :364.50 \ ~
1o WHERE TNT STATIC WATER ~ ~ ~ 7 y \ ( ) PRESURE S TN EXCES OF 80 PSI, A , , I I , PRESSURE REOUCINIG VALYE [SrF~N,L~L uBE PRWDED N'I¦SM~~~E~TH~nE eBIwR~LrDING , ~i ( ~ ^ 1 11 ` ~Y W ,
ACCORDANCE WITH TFIE REAUROIENtS OF THE F1.LLIIBING wrc, ~ - ~ fFE:385 , a J 1 r ~ 1 a ,
(11) FOR SAIN1iAR'Y SEWER INNS EXCA1pIlED 14 FEET OR SPECML ~ ~ I / ~ , FFE~78.50 FFE:376.50 EX. YVETLWDS ' . ~ - _ ~ ~ . ~ _
BEDDHG OETAMS WILL BE REgUNlED. THESE OETAIS YIST BE F'ROii~D ( ' , \ t ~ , TO AND APPROVED BY TILE 1DWN EAGiIE91 PRIOR TD MSDilLA110N. ~ , f~'E:388. , Ff'E:~78.50) ~ t ~ , \ ` •
' i ~ ~ \ I i i ` (12) TAPS PDR SANITARY SERVICES MTO MALN LB1E S1TM1 BE MADE ON THE - r 1 ~ ' ' ~
loP QUARTER OF THE MAIN wrtH TILE WYE SADDLE ANGIID WrrH THE ''1 I ~ , MAIN ~ ~ ~ I SEwm LLNE FtoW. sERwcE caN+r+ECnoNS SHALL BE PL>2PENOI000~R I , 1
FROM THE YAlN UNE TO THE EDGE OF 1HE SERVICED LOTS R/W LNE OR ~ ~ 378.00 ~ ~ ~ , ~ 1 1 ~ rte' _ 1 `i.~:, , ` ` 378.00 ` , •a ~ ~ _ _ / F~382.00
EASEMENT WITH A MN1NIglM GRADE OF 1 4 S FOR 4-MICii ~ • 1 i ` ro i I _ , 0.60 FT 100 FOR 6-INCH. ALL EXTEND A M96111UM OF I ( -y- ` ~
6 I ABOVE THE FINISHED GRADE. WHERE A SERVK~E UNE S f - 1' ~ ~ , CONNECTED TO A MANHOLE, THE UNE SWILL TERMMATE AT THE EGDE f '~I ' 1 ..r ~ • SPREADER .~2-"- ~ . -IIEY~1rl ~ / 11 W 1 I 1 ` . • { , 1 = 1D.O •Cf'~ : _ -~'~FFE:359.6~ ` J'~
of THE INVERT aF THE MANHOLE. _ _ x - - V ,%~FFE:37'8.op - , - - ~ ~ ~ , 1 I I ! I A ,
' ~ y it 13 WETLANDS MALI BE _ ` ~ ' ( ) DRALNAGE EASEMENTS UNLESS - I , II ' I I I TOPUP ,~l / _ FFE:360J5~
F0.1,m IN IMK~ WITH REQURm COE ~ DWQ PERMTiS. ~ • ~ ~ r - ~ ~ ~ •385.00 II IFFE:37 , ~ I4 I + t 1 IIFFE375,50 1 I I I i . ~-•/r _ ` /
i _ ~ t ;L•~'' I r I 1 i I 1 • ' 1••• • W I I 1 1 I 1 1 1 `A 1 ,
- i •387.00 t ~ ' ' I ~ 1 ' I - i 1.. ~ I 1 I 1 1 I - • ~ • ` ~
~ , ' Ir I ~ FFF~377.25) a w r I 1 I 1 1 \ ~1 1 Y - y~t f \ • 1 1 - • •359.75 ~ ~ / I 1 1 I I I V e 1 r 1 f 66 ) \ _ r
, ~ I ~ 1 EROSION CONTROL NOTES I. _ ~ I 1 ` MULCFI PA > . r. .
' ''rFFE:37.7 ' , (1) coNTTRACroR sHAU. MAINTAIN Au. EROSIONON CoNTROI srRUCruRES % •~•0DI , ~ 'L_~ .7 I EQ 1 ~1~/11'{ FFE:3 .2.~// 1 r L_~~ j j 11 II II 1 • 1 11 1 , \ ' V ~ ` '
DURWG THE UFE OF THE PROJECT. I I --y'~ ~ , -ti r ~ \ J ? 1 1 I 1 ~~J • 1
(2) CONTRACTOR SHALL CONSTRl1CT DNERSION DTtC~S AS NECESSARY TO , FFE:388.0~ ~ ~ ~ ~ ; - - I _ V I 1 , ENSURE ALL SEDBAENT S DIRECTED INTO EROSION CONTROL MEASURES. , - - - ~ / ~ I ; 1 I ~ I I \ 1 I ' I 1 I I 1 1 I 1 1 • ~ /
, ~ ~ , I I 3 , ~ I , , CONTRACTOR SHALL. PROYTDE LRffD TAL DiIT21S AT THE STORM , r I r 1 I I ~ • J . ~ 1~ M' .'t59 _ r . / 1
I •375.50) DRAINAGE PIPE ascHARCE P~aNrs As REQUrRm m ENSURE PoSmuE - , •383. ~ , ~ 3.50 II 'BEM I , I~FE: 3.50 1 r 1 ~ / \ , ~ I 1 r 120 U• 24' , ` •359.00\ \ r
DRAINAGE. r ~ , r-- J ; , ~ I ' _ ' a18T ~ L~_J I ~ , (4) AU. CATCH BASINS SHALL BE PROTECTED FROM SEDIMENi WrrH GRAVEL a I - - , 1 ~ TDPS01 STOGCPI AREA , UIbER PAiH ` 1 / '
WIRE MESH rNLET PROTECTION (SEE DETAIL) UNLESS Norm oTHERwISE. ••385,00 - , - -
_ , r , I I i (5) Au. anon ~ raalr of WAY ~s ours~E of ~ - - r 1 ' ' { , I ' I I 1 CHANNEL ~ 3~ LL r ~ ~ I r I I D L ~ ; DNERSKNI
PAVEMENT AND SIDEWALK TO ~ VEGEUINELY STABIIJZm PRIOR , . ; I , ' , TO CONSTRUCT10N1. I I ~ , r I I SI 1 G Q I I • 1 1 ~ ~~DITCH I 1 , , 1 ~ ,
' , FFE:37~. r t:372. ' ~ , -~J 8 SIDE SLOPE SWILL ~ ~ ~ ' ~ ' SEEDED WITHIN 15 DAYS OF I O GRADING , , I , - ~,h ~ 1372. r I I ~ / 1 I ' - ` ~ .L '
, t. a (X)LIPLE110N UNLESS SUT35EQUENi Unlfn OR STORM tNtNWlt~ I I ' ' I ',--rte I h ~ • ~ ~ ` c 9r" -Z --1 f • ~ 1 --PROPOSED.
WORK IS TO ~ COMPLETED IN THAT IMMEDIiTE AREA. ~ : ' r ~ ~ , r , 1 ~ ~f'E:384.001 r f~•-r--~- 11 I r I I • ~ ` ` • ` ~ 1 ` Imo. • ~ CLEARING I I ~ I ~ _ ~ Z ~ ~ ~ ,LIMITS
(T) NO WETLANDS SWILL BE OTSTURBm, DRAJNED, CLEARm OR FILLED ~ ' ~ ~ , UNLESS SPECIFICALLY PERMfTTm TO DO SO BY N(3)EHNR AND U.S. i I;; i ~ - - . I / ~ W I ~ .ra ~
1~ ARMY CORPS OF EN66iEERS. 1 r ~ I I ~ I I v - - ~ i FFE:382. 3;1 ; •372.50 1 ,
.fJ • ' , (8) STORM WATER DISCWIR6E BifO TE1ti~E CREEK TRIBUTARY. , r ; ~ , , ~ I
w ~ ' i ~ (9) 100-PEAR FIAODLTNE SHOWN REPRESENTS FEIN FLOOD HAZARD AREA ~ ~ 1 I ~ 1 . F . . _ , • , _ •:r i I
•383• • a15b ..f-~ I • PER FlRM MAP 3718300687 DAIm MARCH J 1992. ~F'FE, ~ ~ ' ~ _ _ ~ y o 1, I I 1 MUL PA •
' - r ~ n •370. 10 DENUDED ~ ~ , 1 1~ ( ) AREA: X0.0 ACRE •370.00 '.S3.,. ~ ~ ,~lAl • , . ~ y 1 TION S _
PROPOSED , r - ~ FFE:38,. , 50I CLEARING _ ~ i , GEl~RAt. NOTES: - ~ , - .
I I I ' Z LH~NTS SWW. SCHEOUI.E A PRE-I'~NSiRUC110N .50 ~ ~ - ~ - I •
w I DIVERSION 1 ~ THE TOWN OF f1lQUAY-YNt~llt PRIOR TO CI~IIStRUCIION. - I - -'1 DITCH i w - - ~ , 9.5 ~ • ~FE:35 4C' 1 •
Q 2 PRIOR TO STORY DRAINA(~ INSTALUTiON, CONTRACTOR SIW.I F>E<lD \ ~ ` . VERY E>uSiNVG Tt)POI~tAPF(Y TO ENSt~E I TEMPORARY ` I FFE:370. - . ~Bfl.00I ~ • ~ 1. ~ • I
POSrr>vE oR~cE To oAYLI~T. i 3. LEVEL SPREADERS SWILL. BE CONTANr1EO INi1FNN A 20' f 1 FT~E;381• CONSTRUCTIO 1FfE:372.5bj; - DRAMAGE AND WIMIiiENANCE 1501 ,
w EASEYENf AND SWiLL CONFORM TO TOPOGRAPH1f 1O MEET THE INTENT OF DIFFUSE ~ - - ENTRANCE ~ ~ I I ~ , \ 1
r ~ ' p 1 , FLOiM. FFE:383.75 r r" 3 I r •371.00/ ~ ' ~ `
A ZO' TEMPORARY CUSTOM BASIN WIINTENANCE EASQIENT I , sw~LL eE PROMIOEO r i - - u 1 AROUND EACH BASIN. r 1 1 - - - _ / ~ ~ 7.00 ~FE~358.50~` •
!O , , I , \ 1
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o FFE:373.00~~ o r ' \ TOTAL DENUDED AREA 40.0 ACRES r ~ i ,
~ < m \~IlNUUlrrh,~ ~ ' ~ \FFE:37~: ~ ~ , ~ 1, 11, _ I E37~: ~1 - •368.50 ~ ~ ~ ~ ~ `
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3 PER TOWN OF YVMNA W RMM OIIN& MVH MVH IN" LLENTINE SUBDIVISION PHASES 5/ OEM By Job Na
DW 2031]500 FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA EROSION CONTROL PLAN 2 ENGINEERS I PLANNERS I SURVEYORS 5 A7
111 MocKmm Dmre Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersmverW.com

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ow 203VSM FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA OVERALL LOCATION MAP ENGINEERS I PLANNERS I SURVEYORS
111 MocKenon Drive Cary, North Carolina 27511 tel; 919-469-3340 fox; 919-467-6008 www.withersrovenel.com

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~ I . ~ _ ~ BROAD STREET
~ ~ \t - _ - , - WANE CHAPEL ROAD NC 42
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MVH 04,18105 BALLENTINE SUBDIVISION PHASES / 6 & 7
~ Checked By Job Na
Dw 203vsoo FUQUAY-VARINA WAKE C`JUNTY NORTH CAROLINA 11 1 1 ov OVERALL PROJECT MAP ENGINEERS I PLANNERS I SURVEYORS 111 MacKenon Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com

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HTER ROAD ~ _ _ JAMES SLAUG ~ ~ ~ - - 1 ~ THIS AREA TO 8E CLEARED ~ AND_GRASSED FOR PERMANENT
MAIN STREET-US 401 ~ ~~V ~ ~ _ ~ H) - - - p ~ • ~ _ , _ , • ° OR.EN SPACE/REC AREA t '
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STEWART JOHNSON HILLTOP ROAD - ~ _ - - P ND ROAD ~ \ - STREET 0 CKPILE AREA , , ~ \ ~ i TOPSOIL STO pIT ,5
JUDD PARKWAY _ _ . ~ ~ ~ N _ _ ~ . _r- -
BROAD STREET NG 42 ~ ~ ~ ~ WAKE CHAPEL ROAD ~ `
~ ~ - . _ _ - NC 55 ~ ~ • • ~ ~ /
\ - RIVER BUFFER-,.... , ' ~ ' IFFEii ~ 0•• ~ ' 1~
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° CROSS-SECTION A -A PROFILE ALONG TREFOIL LANE Y 425 422,,`
Sheet Na
Date 6 Designer way Scale AS No. RevLUOn SHOWN
WITHERS RAVENEL DWQNIMPACT
SUBUNISION Dram gy pate ¦ ,avft 5/14/04 BALLENTINE / 6 & 7 ENGINEERS I PLANNERS I SURVEYORS
Checked By pw Job Na 20FUQUAY•VARINA WAKE COUNTY NORTH CAROLINA 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fox: 919-467-6008 www.withersrovenel.com
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_ , HILLTOP NEEDMORE ROAD JOHNSON POND ROAb I
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, BASS LAKE ROAD ~ ~ , - 1 i ~ ~
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JOHNSON POND ROAD , - - . _ _ r ~ r
~Y ~ _ # - , ti;~ , . , ~ ~
~ _ , ~ / 1
JAMES SLAUGHTER ROAD ~ MAIN STREET-US 401 A ~ 1 ~ THIS AREA TO BE CLEARED r RASSED FOR PERMANENT
_ - \ ~ ~ ' o ANO,G PACE REC AREA - 1' OFEN S /
_ , ~ , ~
v. DROnD STREET-NC 55 SITE r - - ~ . ~ ~ ~ _ r ~ ~ r, ~ ~
- STEWART JOHNSON HILLTOP ROAD ~ ~ ~ _ - ~ ~ i RY TEMPORA
STREET POND ROAD 1'V ~ JUDD PARKWAY . CKPILE AREA ~ ,~;6 _ ~ i TOPSOIL STO _
A . BROAD STREET 7 ~ - ' ~ .BORROW PIT ~ • • M. - ~ ~ , •
NC 42 ~ ' WAKE CHAPEL ROAD i ~ - r ~ - - • lye _ , . i ~ ~ ~
NC 55 - ~ ~ _ . -
MAIN STREET-US 4D1, NC 42 ACADEMY STREET X - BUFFEit ~ ~ `y...
PuRPDr RonD ~ ~ ~ _ , NEUSE RIVER BU , \ ~ a~.o ~ ~ - - . ~ ~ _ - ~ ~ .i
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. ~ • • ; f SE FOR ~ \ ' . - ~ AND GRAS EN r _ 1 ~ i
• • ~ ~ I ~ ~ ~ 8 ; PERMANENT P SPACE/REC EA ED
r _ _ I ~ ~ - / PRO. ~ CLEAR ~
_ ~ . . Q7 ~ ~ , • L-_ i , 20 THE - ` LIMITS u?IOER PA , - _ - , i
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1 - p ~ . L - - - - _ - - - _ - - ~----_-t , - Exhibit C r
i _ - ~ - - - - - - the attached r nd uanhfied on de lct ~d a o - - _ _ - p q ~ ( EXISTING GROUND • a / ~ ~ ! ~ . ~ ~ ~
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ACCORDANCE W AASHTOMl90__ . Iny_In 4,34 -fi-- - o
17+00 0 17+00
PROFILE AL0NQ TREFOIL LANE 41,5 '415 422,,
CROSS-SECTION A -A Y
No. Revision Date W&R 7WC M SHom
Drarm By Date ¦ ¦
MVH 5114104 BALLENTINE SUBDIVISION PHASES . 6 & 7 DWQIMPACT PLAN WITHERS RAVENEL Sheet Na ENGINEERS I PLANNERS I SURVEYORS
Checked Mf Dw M Na 203Ts- 111 MocKenan Drive Cary, North Carolino 27511 tel: [phone] fox: 919-467-6008 www.withersrovenel.com
FUQUAY•VARINA WAKE C'JUNTY NORTH CAROLINA m