20031053 Ver 1_COMPLETE FILE_20030825

Michael F. Easley
O?OF W ArF9PG Governor
William G. Ross, Jr., Secretary
y Department of Environment and Natural Resources
j Alan W. Klimek, Director
.? Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 27, 2003
MacGregor Development Co.
Attn: Mr. Jerry Radman
201 Shannon Oaks Circle, Suite 201
Cary, NC 27511
DWQ Project No. 03-1053
Wake County
Subject Property: Phase 1, Johnson Pond West S/D, Johnson Pond Road (SRI 404), Fuquay-Varina, NC
UT to Terrible Creek [03-04-03, 27-43-15-8-(1), B NSW (nutrient sensitive)]
WAIVER of the 401 Water Quality Certification and Neuse River Buffer Authorization Certificate
Dear Mr. Radman:
Your application for a 401 Water Quality Certification and Neuse River' Buffer Authorization Certificate dated August 22,
2003 was received in the Wetlands/401 Unit of the Division of Water Quality (DWQ) on August 25, 2003. According to our
rules (15A NCAC 2H .0507(A) and 15A NCAC 213 .0233(8)), if final action is not taken within sixty (60) days, the 401
Certification and Neuse Buffer Authorization Certificate is waived unless DWQ has objected in writing to your application.
Therefore, DWQ has waived the requirement of written authorization for the use of 401 Water Quality Certification Number
3402 & 3374 (GC3402 & GC3374) and the buffer rules for your plans to impact 0.181 acres of wetlands, 125 feet of
intermittent streams and approximately 12,653 square feet (0.29 acres) of buffers to construct a road and sewer line at the
subject property as described in your application. As such, the wetland, stream and buffer impacts are approved. However,
please be aware that you must follow the plans as described within your application dated August 22, 2003 and all other
conditions of GC3402, GC3374, and the Neuse River Buffer Rules, including but not limited to diffuse flow per 15A NCAC
2B .0233(5). You must also obtain or otherwise comply with all other required State, Federal and Local regulations,
including but not limited to DWQ Standards (15A NCAC 02B .0100 and .0200).
Please note that if additional impacts occur within the development beyond those requested within your application, this
waiver is no longer valid and a new 401 Water Quality Certification and Authorization Certificate will be required. Also,
please note that the DWQ reserves the right to conduct a compliance review of your protect to ensure compliance with the
wetland and buffer rules. If you have any questions, please telephone Mr. Bob Zarzecki at [phone].
Sincerely,
f
Alan W. Klimek, P.E.,
Director, DWQ
Attachments: GC3402
GC3374
cc: Todd Preuninger, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
DWQ Raleigh Regional Office
Raleigh Regulatory Field Office of the USACE
File copy
Central Files
bz
North Carolina 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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Johnson Pond West Subdivision- Phase I County Wake
Project Number 03 1053 County2
Recvd From APP Region Raleigh
Received Date 8/25/03 Recvd By Region
Project Type residential housing development
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
F _F- 12 stream
-- P-7-0 N ? 27-43-15-8 I NSW 30,403. ? F ? 125.00
1 4 . I ' z r Y O N 30,403. O. lb 125.00
r rri
7N-BR Buffers FT-0-
Y O N ? F__F_F_f_ 0.29 F_ I F?
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more Info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N
Is Mitigation required? p Y Q N Recommendation: Q Issue p Issue/fond p Deny
Provided by Region: Latitude (ddmmss) 353734 Longitude (ddmmss) 784448
Comments:
Everything has been minimized stream impacts buffers and wetlands. ISSUE
cc: Regional Office
Central Office Page Number 1
A
Triage Check List
.
Date: C)3 Project Name:
DWQ#: r0-- 10_5-3
County:
To: ? ARO Mike Parker ? WaRO Tom Steffens
? PRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Steve Mitchell
From: Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
U-Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
JZ_Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
AA aAk
Comments. . l I'ln?l?? ?
Environmental Consultants, PA
Road • Raleigh. North Carolina 27614 • Phone: [phone] • Fax: [phone]
August 22, 2003
NCDENR-DWQ jffi 10 5 J US Army Corps of Engineers
Attn: Mr. John Dorney Attn: Ms. Andrea Wade
2321 Crabtree Blvd 6508 Falls of the Neuse Rd., Ste. 120
Parkview Building Raleigh, NC 27615
Raleigh, NC 27604
RE: Nationwide Permit 12 & 14/401 Water Quality Certification/Buffer Compliance
Request
Johnson Pond West Subdivision - Phase I
Fuquay-Varina, Wake County, North Carolina
S&EC Project #: 4135.W0
Dear Mr. Dorney and Ms. Wade:
On behalf of Macgregor Development, (property owner) we hereby request authorization
from the US Army Corps of Engineers to use Nationwide Permits 12 and 14 to cover
temporary and permanent impacts to wetlands and an unnamed tributary of Terrible
Creek (see attached impact maps). We also request written concurrence from the NC
Division of Water Quality (NC-DWQ) that the project complies with the 401 Water
Quality Certification associated with Nationwide Permits 12 and 14 and the Neuse River
Basin buffer rules. A Pre-construction Notification Application (PCN) is attached, as
well as an agent authorization form.
The proposed project consists of residential housing development and is located north of
Johnson Pond Road (SR 1404) approximately 2000 feet south from the intersection of
Johnson Pond Road and Hilltop Needmore Road (SR 1393). The project site is
approximately 33 acres in size. Please refer to the attached USGS topographic map for
the location of the project. A detailed delineation was performed by S&EC and Ms.
Debbie Edwards of the NC-DWQ conducted a site visit and determined that the stream
features on property are subject to the buffer rules as indicated on the attached site plan.
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
Taylorsville, NC 28681
Phone [phone]
Fax: [phone]
August 22, 2003
S&EC Project #: 4135.W0
Page 2 of 3
A copy of Ms. Edwards buffer confirmation letter issued January 24, 2003 is attached.
MS. Andrea Wade also conducted a site visit in order to confirm our wetland delineation.
A copy of the delineation map will be sent to her office at a later date.
The proposed road, (Impact 1) necessary to provide access to the proposed residential
development, will impact an intermittent channel, also subject to the Neuse Buffer rules.
The proposed road crossing will impact 125 linear feet of channel, 0.098 acres of
wetlands, and approximately 12,653 square feet of riparian buffer. The proposed
sewer easement will temporarily impact 0.083 acres of wetlands.
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 requirements for notification (0.10 acre) or if a discharge any open waters is
proposed. The proposed road crossing is needed to provide access to the property from
Johnson Pond Road. Because the applicant has minimized impacts by aligning the
crossing at a perpendicular angle and because the impacts cannot be avoided in order to
access the site, S&EC believes further compensatory mitigation should not be required by
the USACE. The applicant will install the proposed sanitary sewer and will restore the
area to pre-construction contours in accordance with the conditions of Nationwide Permit
12, NCDWQ water quality certification conditions, and the USACE's regional
conditions.
NC-DWQ's current policy requires written concurrence for impacts to any stream
channel within the Neuse River Basin. Because the applicant plans to impact one
jurisdictional channel, subject to the buffer rules, we request written concurrence that the
project complies with the 401 Water Quality Certification associated with the Nationwide
Permits 12 and 14. NC-DWQ's current policy does not require wetland or stream
mitigation for stream channel impacts below 1 acre and 150 linear feet per project.
Because the total permanent impacts to channels are less than 150 feet, we believe that
neither wetland nor stream mitigation should be required by NC-DWQ. Also, the
proposed project will result in less than 15% impervious surface according to the project
engineer, therefore we do not believe a pre-approved stormwater treatment plan is
necessary for the site. We have enclosed a stormwater management plan and associated
calculations to satisfy the NC-DWQ requirements for diffuse flow.
As noted above, the stream channel on-site is subject to the buffer rules. The proposed
crossing and proposed sewer easement will impact less than 150 linear feet of channel
and less than 1/3 acre of riparian buffer. Current NC-DWQ policy allows road crossing
without mitigation if the impacts are less than or equal to 150 linear feet of stream
channel or 1/3 acre of riparian buffer per project. Because the project impacts are within
these thresholds, we believe that riparian buffer mitigation should not be required.
August 22, 2003
S&EC Project #: 4135.W0
Page 3 of 3
Sincerely,
Todd Preuninger
Biologist/Project Manager
Attachments:
Pre-construction (PCN) notification form
USGS Site Location Map
Soil Survey Map
Over-all Impact Map & Strormwater Management Plan
Detail of impacts
Agent Authorization form
Copy of Buffer Confirmation letter
$200 check for 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 Applicable" or "N/A".)
I. 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: 12. 14
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: ?
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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Macgregor Development Co. (Attn: Mr. Jerry Radman)
Mailing Address: 201 Shannon Oaks Circle, Suite 201
Cart/ NC 27511
Telephone Number: 919-465-3312 Fax Number: N/A
E-mail Address: N/A
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: Todd Preuninger
Company Affiliation: Soil & Environmental Consultants Inc.
Mailing Address: 11010 Raven Ridge Road
Raleiy,h NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: preuninger(a?sandec.com
Pagel of 8
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: Johnson Pond West- Phase I
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0678.03-43-5261, 0678.03-44-7137
4. Location
County: Wake Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): Johnson Pond Road West - Phase I
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
north of Johnson Pond Road (SR 1404) approximately 2000 feet south from the intersection
of Johnson Pond Road and Hilltop Needmore Road (SR 1393).
5. Site coordinates, if available (UTM or Lat/Long): 0 S5 " 7_' '3ll " pig 01SO Ll i ' `1g 1?,1
(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): Approximately 33 acres (including Phase 11)
7. Nearest body of water (stream/river/sound/ocean/lake): UT of 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://l12o.enr.state.nc.us/admin/naps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Currents the site consists of undeveloped forested land. The
land use within the vicinity of the project consists primarily of residential and agricultural
land use.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project is for a residential planned unit development with permanent and temporary
impacts resulting from the installation of a road and sewer line that are required for accessing
the entire property. Typical heavy equipment associated with road and sewer construction
will be used for this project. Permanent impacts resulting in the construction of the road and
consist of 125 linear feet of stream channel, 0.098 acres of wetlands, and 12,653 square feet
of riparian buffer.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
road and sewer line access to the proposed residential development.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The applicant requested a detailed wetland delineation prior to site plan development. A
detailed delineation was performed by S&EC and Ms. Debbie Edwards of the NC-DWQ
conducted a site visit and determined that the stream features on property are subject to the
buffer rules as indicated on the attached site plan. A copy of Ms. Edwards buffer confirmation
letter issued January 24, 2003 is attached. MS. Andrea Wade also conducted a site visit in order
to confirm our wetland delineation. A copy of the delineation map will be sent to her office at a
later date.
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.
Future phases are anticipated for this project however, plans for these phases do not exist at this
time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 3 of 8
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: Proposed impacts resulting in the
construction of the access roads consist of 125 linear feet of intermittent stream channel,
0.098 acres of jurisdictional wetlands and 12,653 square feet of permanent impacts to the
riparian buffer. Impacts resulting in the construction of the sewer line consist of 0.083 acres
of wetlands
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma (acres) es/no (linear feet
Impact l/road Roadway fill 0.098 No 0 Headwater Forest
crossing
Impact 2/sewer Excavation 0.083 Yes 100 Bottomland hardwood
crossing (temp)
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httl2://www.1ema.p.ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) 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: Unknown waiting
on survey of wetland delineation for total acreage of wetlands on-site.
Total area of wetland impact proposed: 0.098 acres permanent, 0.083 acres temporary
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 (please seci )
Impact 1/road Permanent/ 125' UT to Terrible Creek 5' Intermittent
crossing culvert
* 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
ww%v.uscs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 125 linear feet
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 Type of Impact* Area of Name of Waterbody Type of Waterbody
Site Number Impact if applicable) (lake, pond, estuary, sound,
Page 4 of 8
indicate on ma acres) bay, ocean, etc.
NA NA NA NA NA
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.): 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 USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require further compensatory
mitigation to offset unavoidable losses of waters of the US when proposed impacts exceed the
requirements for notification (0.10 acre) The proposed road crossing (Impacts 1) is needed to
provide access to the property from Johnson Pond Road. Because the applicant has minimized
impacts by aligning the crossing at a perpendicular angle, and because the applicant has no other
means to access the property, S&EC believes further compensatory mitigation should not be
required by the USACE. The applicant will install the proposed sanitary sewer and will return
the area to pre-construction contours in accordance with the conditions of Nationwide Permit 12,
NCDWQ water quality certification conditions, and the USACE's regional conditions.
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.
? wetlands
installation of
Page 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmaide.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.
NA
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/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 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
Page 6 of 8
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
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
Road Crossing/
Impact 1 1 6314 3 NA
ermanent
2 6339 1.5 NA
total 12,653 NA
' Zone 1 extends out 30 teet perpendicular trom 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.
NA - because the proposed permanent riparian buffer impacts for the proposed road crossing are
less than 1/3 acre and 150 linear feet S&EC believes riparian buffer mitigation should not be
required
Page 7 of 8
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.
Because the percent impervious surface will be less than 30% following construction of the
proposed project we do not believe a pre-approved stormwater treatment plan should be required
from NC-DWQ. The attached plan depicts the strormwater collection system proposed by the
project engineer. Level spreaders will be used at discharge points to achieve diffuse flow of
stormwater into the buffers.
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.
Non-discharge - Individual septic systems
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
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
a.
Applicant/Agent's Signature DF/e
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
12/10/2002 13:31 919-465-3383
MACGREGOR DEV
PAGE 02
Environmental Consultants,
koed • italal* Noah Caroiina 27614 • Phone: (919) "&1900 - V": (919)
AUTHORMA1 OMRM
Name:
Address:
Phoney
All Blanks To-Be . Filled In By Thg •gurrent Landowner
Project Name/ Description: \Ak:IE
Date: _. a- to / LeZ
The Department of the Army
U.S. Army Corp: of lingineers, Wil nfngton District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Offtce: '
Re: Wetlands Related Consulting and Permitting
To whom it may Concern:
1, the current C owner, hereby detignate and authorize Soil & Environmental Consultants, PA to
Act in my behalf as my agent in the processing of permit applications, to furnish upon requmt
supplemental Wormation in support of applications, etc. from tttis day forward. The _ day of
TW3 notification supersedes any previous correspondence concerning the agent for this project.
NO'T'ICE; This Authorlwttion, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&IBC staff. 'You should call S&EC
to err AP a site nueting prior to vlshb ag the site.
&ol gmt- ,,T-P,
Print
Y'r0perty Owner's Name s Sigrnature
cc: Mr. John Dorney cc: Mr, Bxad Suther
NCDENR - pWQ Soq. & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27601 blank "t ruth foWL400
t
9ana+rC NC 2.801
rt, Suite C 3b 17-E LAv ndale Drive 710 8oatoa Reed
3
PhOM: GteWWWO, NC 27431 7iyltuavilln, NC 2$641
PON; (7004 (74) ) 720-9406 720-9406 Phono: [phone] Phone [phone]
Pits:
Fax: [phone] ftx: (828) C15-3$20
i
State of N rt Carolina
Departme ` t Environment
and Natur ' I sources
Raleigh Regi nal Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
Division of Water Qualit
January 24, 2003
Brad Suther
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
4•.
NCDENji
NORTH CARO}WNA DEPARTMENT OF
ENVIRONMENT A4D NATURAL -RESCIURCES-
F E B - 3 2003
i_
Subject: Neuse River Basin Buffer Rules
-West Johnson Pond Rd. 7
S&EC #02-4135.01
Apex, Wake County, NC
Dear Mr. Suther:
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 03-4135.01.
On December 12, 2002, I conducted a site visit of features A, B, C, D and E involved in
the above referenced project as identified on the attached figures 1 and 2. It was determined that
the features shown on the Wake County Soil Survey and on the USGS Apex, Lake Wheeler &
Fuquay Varina, NC Quad map could potentially be subject to protection under the Neuse River
Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing
Riparian Areas, Administrative Code T15A: 02B.0233 (NCAC .0233). Feature A becomes
subject at flag 01. Feature C is subject throughout property. Features B & D are not subject and
Feature E is not on property (however soil survey shows it on-site).
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
bba'OL-
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Wake County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
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\ IMPACT AREA
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UTILITY
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\ Q? it '00, ? nor
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0 \? PHASE ,, ;
CROSSING
(SEE SHT. I-2)
° 20' NRB ZONE 2 ; L$ _
-? I is \ NRB ZONE 1 `
NOTES:
20' B ZONE 2 1. LAYOUT SHOWN IS FROM PRELIMINARY CONSTRUCTION
PLANS BY WITHERS do RAVENEL, INC.
2. TOTAL IMPERVIOUS SURFACE FOR THIS PROJECT
IS LESS THAN 15%.
"N.
`
JO
HNSON OP ND RD. '
'?Il 1404
R/W I VARIES ! ?°^
? 0 p I II
Opu I ? 0 I I
z
p m J° I I 0 100' 200' 400'
u
?\ 1 mQ ' I
I \ \ i? 1 \ I -? r r
O SCALE: 1' = 200'
LL
Na Revision Date By Designer Scale
WcR 1'=200'
Drawn By Date JOHNSON POND WEST SUBDIVISION WETLANDS AND RIPARIAN BUFFER IMPACTS WITHERS RAVENEL Sheaf No.
BDH 7/30/03 ENGINEERS I PLANNERS I SURVEYORS
Checked By job No. WAKE COUNTY, NC SITE LOCATION MAP I11 MacKenan Drive Cary, North Carolina 27511 I-1
BDH 202109 let: 919-469-3340 www.withersravenel.com fax: [phone]
34 'A .4 / ?- IMPACTS SUMMARY
I \ I / / i 1
?? ?I I I I
IPARIAN BUFFER:
i ! 1' I \ 11
\ Z E 2 IMPACT .4 oI
\ I 339 SF i/ i / i .4 Lj II ZONE 1 IMPACT 6314 SF (0.145 AC.)
ii i ??? - I ll I ZONE 2 IMPACT 6339 SF (0.146 AC.)
? I TOTAL NRB IMPACT 12,653 SF (0.291 AC.)
\ \ X
\ p w I
31 -/ kf?
/*ETLANDS:.
SPREADER \ / ?•? / ,i,??'i 31 ROADWAY CROSSING:
LEV?d it
DRAT AREA=0.36 AC. 4Z2 % ,??1 3 11 I _ STREAM CHANNEL 125 LINEAR FEET
Q10= ??0 CFS POCKET WETLANDS 4245 SF (0.098 AC.)
\ LENG =\17 i
FES-9
1 ( \ I ? EkIANG i / % % 4-41-ITY CROSSING TEMPORARY IMPACT:
PEIDS
i - UTILITY EASEMENT 3603 SF (0.083 AC.)
I ?t 1' I i i /
I? PL2G POS D R SEE SHT. 1-3 FOR UTILITY CROSSING IMPACT)
E ED(20E
1
4 N,
/ ' ll,l` t I
r hs?" ,?.? / I
0 20 \, t t
FES-8 F {
I / bwiio ONE 1 IMPACT III z
iii 6314 SF I I a
LEVEL SPREADER 1 T?IG 1 ?I
DRAIN. AREA=0.65 AC. E6XIS -9N ? 1 - - - - - - - - - I z
Q10=x.35 CFS 0
I
LENG1I1=31 1/ ry / ' I Z / i
LEVEL SPREADER 2
___-DRAIN. AREA=O.25 AC. I I / I
WETLANDS IMPACT / Q10=0.90`CFS III
4245 SF LENGTH=12' I I
0 20' 40' 60'
3 :! !! N ! / / 1 /ITE PLAN AND STORM DRAINAGE SHOWN ARE FROM PRELIMINARY lmm??
CONSTRUCTIO" S BY WITHERS & RAVENEL, INC.
!
SCALE. i` = 40'
y 2. TOTAL-`IMPERVIOUS SURFACE FOR THIS PROJECT IS LESS THAN 15%.
?v
No. Revision Date By Designer Scale
W&R WITHERS RAV E N E L Sheet No.
JOHNSON POND WEST SUBDIVISION
Drawn By Date WETLANDS AND RIPARIAN BUFFER IMPACTS
B 7/30/03 ENGINEERS I PLANNERS I SURVEYORS 1-2
WAKE COUNTY
NC h
l
7
1
Checked By y lob No. , Caro
ina 2
1
111 MacKenan Drive Cary, Nort
5
BDH 202109 tel:[phone] w-mithersravenei.com fax: [phone]

STREET R(
/ UL-DE 0C
/
/
TEMPORARY
ssa
WETLANDS IMPACT
360,3' SF p
/
ooop
/i ?? i/ /I Y Y i Y Y Y \ \
?(?j
/// Y/Y /-20
/ / i i Y Y Y Y Y Y i /Y Y Y/L
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i Y Y ?? Y Y Y ? l _
PROPOSED 8" GRAVIM
SEWER LINE W/ 20' ???------ \
SANITARY SEWER ESMT.
1 CONSTRUCTION PIANRM-DRA CE & SHO WN AR RAVENELE, FROM PREI]MINARY \ \ \ 0 20' 40' BO'
BY WITHERS INC. ME MENEM
-2-. .TOTAL IMPERVIOUS SURFACE FOR THIS PROJECT IS LESS THAN 15%. ?M 111mm I
\ - - - _ _ SCALE 1' = 40'
Drawn By Date JOHNSON POND WEST SUBDIVISION UTILITY CROSSING WITHERS RAVENEL No
BDH 7/30/03 ENGINEERS 1 PLANNERS I SURVEYORS I-3
Checked By -job No. WAKE COUNTY NC TEMPORARY WETLANDS IMPACTS 111MacKenanDrive Cary, North Carolina 27517
BDH 202109 tel: [phone] www.withersravenel.com fax: [phone]
wu. a owvIn"Imc111 IN. VvnavLAM11I a, rw
NC Division of Water Quality
Tran # Invoice Type Date Reference
425 082203 Invoice 08/22/03 Job#4135.WO Permit Applicati

Oslo F-- 6%
016232
Check Number: 16232
Date: 08/22/03 Check Amt: $200.00
Balance Discount Pay Amount
$0.00 $0.00 $200.00
N01133SAinnd3 w
enn,, 4 ? qna
ME ?? MOEN

~ ~ I
~ ~
O (n
1-~ 4 4- - 1
fOTI 71'z I
G ~ TCATEO DN PLANS w -1 d Z H • Z SLOPE AS INO ° ~ ~ 2
~~oo r DH021 Vf 9g. M,~ :f W~,du-2 PLA9E 4R09 H- U C7 U ~ _ I _ ~ 1
m O ~ ~ ~ RELL END OF PIPF`- ~ ~ r.+ ~ -I D t0 FACE OF WALL r ~ L f" "I. W I
op om 1 I s ~ ~~~-oQ _ -n D t ~ O DISSIPATOR PAD ~ 15'LX1 B'WX22 D
_ ~ a ° rr ~ ~ CLASS BRIP-RAP
~ ~ ~ = I coNC. ? Ca_ ~ i I i1 I I 9 ~ ~ PIPE M4~0ARS + W? ` ~ ~ - " ERIC LINER ~ i d50-6 W/ FA
i 'I DOH _ i ~ I I ` ~ ~ \ V10=5.7 F
-t r~ I 1 I I _ .1._. ~ 9 A V
z ~ ~ ~ ` ~
~ ~ I m o J , / B s i
~ ?1 PLAN W PooTrnc 1 DOWEL J s ,fit i,
jiF coNST eolNTls usEO) BAR-,~X~~ ~ N ~ ~ ~ f ~ 1
f'1 'ND ELEVATION p Z ~ w - u H ~ 5 ~ ~ 1~
O M c W N j~~ t~
cnZC~z i _ z Jo • p ~ ~ ~ ' ~ DOWELS IN l.NDWALL WITH RE INf ORCEU CONCRf:Tt. P1HE H r •
r ~ ~ + ~ ~ ~~5]NGLC PIPE fH1UBLE PIPE Q O ~ ~"I W ~ I ~ PIPE i .I M1B" iS-,118.124^30~~.~8„ 0.2 i 4R ~ i I
77 m Z „ " ~ t0" 2a' 30 30' x„ I ~LOC~~ 42 „X,,. -,~X~ 11 x., ° C ~ ~ I I I~~ ~ DtA. is ~ Y x r ~ Y~ x I Y ? J ~ w t~
i x x x x 5 a p cn I I ~ eARS x, x~ 4 4 o f ~ R) ..H ~ ~ ~ ~ Llr 1, , 4 4 2 p i a I ~z 4 H H r' ~ ~ 2 2 D s 1 2 ~ s 2' a d a ,
~ Z D ( ~ O GTY. i 2 1 1 1 2 1 ? ~ 2 ;R1p~ ~ ~ ~ I. ~ 2. ~ M OTY. I ` i ~ ~
~ I I 1 1~ I j 2 0 9 4 r- 4 y 2 z 3 'I 'x..14. 4 ` N~ ~ Q W~ ~ A ~ f i c aTY. 2 I Bs 12 I2 le , to ~ rs F- 2 a
~ H ~ ? i I UOWEL r TOTAL LB9. R ~ 9 74 14 t8 55.. I W m ~ ~ _ ~ i~ m R1 v _ cmWG x ~
~ ~ . OPT]ONAI CONSTRUCTION JOINT ~ OSMENSION9 MID CONCRETE OUANTITIFS ~ ~ ~
H ~ n p ~ ~ uslHa cDrrcHETE PIPL w W " „ 14 Lx10 Wx22 D / ~~EMP. 30 CMP BARREL
? ~ Z TIDN ~ CONMON DIMEN910N9 SINGLE PIPE DOUBLE PIPF ~ _ _ z Ln o r' ELEVA ~ v ~ O _ I ~ S L ~ v0v M L YD i w z= T CLASS BRIP-RAP ~ UPS INV.=349.40
D [n II B m H m t~ s,, 2~ R~~ z1a' std" 5'~e"~D.~r 2, e° a t.o ~ O _ " ERIC LINER ~ d50 6 W/ FA DNSTR. I~J~(.=349.00
~ ~Z ° Ile 3 3 i~ 2„ 2~~, ID,~ la.a° i.D~2'~T"''s.ll° I.s ~ ~ ~ 18.. 9 ~i„ 1'IO V10=8.73 FPS ~ 38 LF 30" CMP ®1.05
- 41 ~ 2, 4, 0.. - 1.5 3' 6° 11'6' 2.U 3" 10 S' 0, I r 24" j ~ "'4~ 11~'~ 9~ T 2.3 4' 3" 13-5'~ 3.1 ~ n ,V P ~ ~
,i0° 5' O IB' D° 4.5 ~ ~ 2 N~, 4 T. 111~1, 11,.0„ 3.4 5, O,~ ~ ~ ~ ~ ~
OB" 5-B' 2'~S S'B 4~ D" 1B.:Sd 8.0 9t B' 11 4.5 5 1 i a2' ~ e, 4„ yy~, y~' 12' e' ~ - ~ ~ ~ TEMP. 42 CMP RISER / ~ \ P ~ "J
B.D B B, 21 .D ttl~~~ 14~ 4 B.o 49„ B, g„ B, 5, T~.2" S~4'~ i _ SHEFT_I DF 3 . 838.01 J P
_ 'SEE SHEET 3 0~
HEFT I OF 3 ~ ~ ~
838.01
0
F-i T Q Q o ~ _ ti
m dF-~ H-U Z~OU / i ~
~ LL _JarRZ i ~
o GENERAL NOTES: oo°x ~ D+"°~0cn NERS OR NAVE A RADIUS OF 1 w~dQ~-z ~
mo ?-I CHAMFER ALL COR f_o~ov ~ z, ~ ~
A WALL FOR PIPE CULVERTS 42" N :r ~ z w ~ ~'°"°m 2 #6 'Y BARS IN THE TOP OF ALL END S THAN (~f-~LL°~ xm~~ PLACE "COVER AND A LENGTH OF 6 LES ~oHQ
V TNO~' AND OVER WITH A MINIMUM OF 3 o H~ II I 1=
x"norm LL LENGTH. - ~ °~H ENDWA a
RMS. w? D p CONSTRUCT BOTTOM SLAB WITH FO J?

° KNESS T) SHOWN FOR THE THICKNESS Z DO NOT INTERPRET WALL. THIC ~ TIES. 0
I5 USED IN COMPUTING ENDWALL QUANTI ACCEPTABLE, BUT T THE BOTTOM
CTS TO USE A CONSTRUCTION JOINT A WHEN THE CONTRACTOR ELE BASE AS SHOWN ON PLANS. W 8~
PIPE PLACE BAP, ' X' DOWELS IN THE IRECTED OF THE YON 12' CENTERS UNLESS OTHERWISE D N II
n SPACE BARS APPROXIMATEL a t9 w O Y THE ENGINEER, ~ H ~ Y
~ Z B OTTOM N W ~ 0
cn Z n z TO USE A CONSTRUCTION JOINT AT THE B v ~ p ~ c~ WHEN THE CONTRACTOR EJECTS VE THE POUR ROUGH z J ° 1/2' GALVANIZED STE 1~ ~ ORIZONTAL (MAXIMUM OPENING SIZE 2 ) j
Rt r PE AND POUR THE BASE SEPARATELY LEA ~ ~ p ~ dOV -I p ~ H OF THE PI z_ TOP OF DAM 355.00
~ ~ m = "B" CONCRETE . ~ ~ ~ C USE CLASS ? J W w 100 YR FLOOD E_I_FVATION v 354.57
wmZZ ~Qaa - pv ?3
v'9~D ~pW`° TOP RISER 353.50 ~ ' ?S
m'v~° ~WaD 352.50 42" CMP RISER `7
111 v z W p ~ ~ INV OUT = 349.00
'T1D rNnM~_ c~CO~ ~W I i t
o r ~ z ~ 0 :in SEDIMENT S; s STORAGE 41
~Cyo W=Zr ~mH-~ a~ v zoNE ~1 38 LF 30" RCP ~ 1.05
w PREFABRICATED AN11-SEEP COLLAR ~ /
~ ~ ~ ~ v w_ w~,., u N ~ ~ ~ ~ _ w~WWN 349.50
m EARTHEN [~VEL r ~ v BEOMN TEO %.4~_ ~ I !I
AT C NSTANT E YA~fiON ~ ~ ~ ~ ~ T NE AT 1:1 MAX. SLOPE ,
NOTH ~ w R~LE r SHEET 3 Df 3 ~ ~T ~ w ~ ~ ~ '~HR`OUCH EACH~OF 1NE ~Y `D'~~( DOYMSTREAM 'LIP MU5T BE LEVEL #5 WASHED S 0 HARDWARE GLOTN (1~2° SPACING) ~EVEL WITH GALVANIZED
38.01 vAT1oN pgNTS s~owN.~r 8 ,ELE L~ THE ENTIRE LENGTH OF SPREADER, - ~ SPREADER UP MUST BE 1' MINIMUM, wER, ISER WALL ORIFICE FOR FILTRATION. AGAINST R VIMUM,
HEFT 3 6F 3 f v _ _ ~ fL$V SEE PLANS FOR ELEVATION. 1 15" ORIFICE IN RISER WALL. FOR FILTRATION. 6'x6'x12° 3000 PSI CONCRETE ECTION IFICE AND COVER ASIN S
838.0 n ~ ~ ~ y .r r ~ ~ sH ovER OR ILTER B STALL WIRE ME ISER F IN R W1TIi WASHED STONE AS SHOWN.
C, ur-nIRAI. nnrLe. Q `Z STAB U l 7UR~ED ullo FLOW h N.T.S.
sails • n~s a coNDRETE rRROaDHDUr. a v wI L asE u 5 Z tr U ,%OUT~E EA ~ ~"1 Y- AOP INl FT9 OVEII 3 E IN DEPTH W1fR 9TEI'S 12" v r~ ~ _ ~_~~`5`h~frl'4~!l0
, 1 ~ ~ PROVme nl L D ~ ~ ENILH, USE 3iLHS WItICH fOMPLY WITH SIU. UAAWINO S4D. M0. ° ~ d' z Z ~ ~ ON C ~ ~ to O ~ -
~ H ° ~ I OY110NAL. (;ONSTRUC110H MONOLI?hliC POOH KEYWAY OH !4 tlAH ODWEL9 AT w ~ N w ~ ~ ~ ~ ~ ~ 12' CEN CR6 AS OIAECIEO BY THE ENOINEFR. Z faY~l O ~ r F-UaOO ~ ~ wi!!!
N Z -H 'z D I ~ ~ x 119E FOAM9 FON THL CONSTRUCTION OF THE tl0(TOM SLAM, Q ~ H ~ Y - I- = Z w N _
'h Q ~ m ~ .I } IF REIN}OACEU CONCNFTE PIPE IS SFl IN tl07TOM 9LAB OF NOx, AD[1 TD SLAB ~ ~ w ° ~ ~ ,1 0. ~ = m A 1 ' SHOWN ON STD. N0. S40 0 ~ N I AS Q 7p ` i I O O N ? N I CRASS LINED CHANNEL
Z O Q ~ i~ 1 ~ eoesteurT WITH PTPE GROwns MArcHINU "L . ~ ~ ECEV ~ 8" DEEP, 1' WIDE V N ~ ELEVATIO 2 7 NGTH AND ~ r N. E PLANS FOR LE O H ~ ~ ~ wEEVNDLES ns atRecrED Hr IRE r~w[NEe H H APT SE AND ELEVATION
~ G7 Op _ , INSTALL 2 -~I ~ ~ sroNE DRAINS, Dr A MINIMUM Df 1 cde[c cool ofRHO~EOapYBrorEIHCINnN a ? v' T' FRO~~~"' CDNTROL NETTING TO B uFttwc: TO 8E INSERIEd
I~ INSTALLFASHIC SAG OA WRAP, AT f;ACR WEEP HOLE OR AS 01 C , _ ~ ~ ~ ~ 1 POROUS ? ~ p~ ctrl ~R D 1N RASS I INFp .HANNEL. -H :LI~EfLS~l9d!`1EL.
H , ~f-~ ~ CHAMFFN All FxP09E0 COANERB t'. z DRnwrnD Not To scALE. ~ PT,
i ~ - TIDN VIEW Y. CROSS SEC IN VIEW
PLAN PERSPECTIVE VIEW
WITH GRATE & FRAMI REMOVED
BRICK COP[NO(INCIDENTALI I O i U"
`OP ELEVATION ¢vRFADFR LIP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL TO UNIFORM m U J IGHT AND ZERO GRADE OVER THE LENGTH OF THE SPREADER, PROTECT IT WITH AN EROSION Z ~ HE
~ ~ QI ~ 5'C 840,18 FRAME ~ y ¦ n4 BAN Z a RESISTANT MATERIAL SUCH AS SURGE STONE TO PREVENT EROSION .
O r 1 X77 ~1 6 LIHAfE [ 4 ~ ~ H H Z HH f_~ ~ ~ Q a TO BECOME ESTABLISHED. ~ n ~ ~ 6' B e i ~ d. ET DISPOSAL AREA MUST BE GENERALLY SMOOTH AND WELL VEGETATED.
N I ~ B I A S ~ i ? OIITI FT AREA-THE OUTL
_i"~D I ! I ~ ~d~
s R1 z = ~ a'~ ? ~ +~GETATE ALI QISTURB D AR A v I ,~I ' 1j I ~ W x
C D ~ ~ F- ~i ~ wE i DI,rToi irnnni CPFrIFICATIDNS v i ~ zI ~ r
70 v ` ~ D - - ~ W ; O I I - A MINIMUM OF 4 FEET WIDE E)<IENDING 6 INCHES OVER THE LIP AND Q O ~ ~ _ : - 1 r ~ N 1. THE MATTING SHOULD BE
- - „„~,c~ c iurucc nFFP IN A VERTICAL TRENCH ON THE LOWER EDGE. THE UPPER EDGE SHOULD . r, ncn v coerce •raa~
X - -
1Stt NOIt) MAX. PIK THIS SIDE 18 Z BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURO ti ~ m", , HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES LONG. N "'I SFF NDTF X-X SECTION Y-Y CD • ti . ~tss7o -
SECTION - V ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING OF STORM RUNOFF. m x o r H 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. (NOT ON FILL) w `Y • Cl 1 V
QUANTITIES FOR DROP INLETIBASED ON MIN. HEIGHT, ) AR NOT P VED~tFONS UC ON
,.MENSIO N CHANNEL TO BLEND SMOOTHLY C MENSIONS AND 4, CONSTRUCT A 20 FOOT TRANSITION SECTION FROM THE DIVERSIO VS OF BO ONE WITH THE WIDTH AND DEPTH OF THE LEVEL SPREADER, O TH y PIPE CUBIC vAAD$ DEDUCTIONS Pk , BDx . 'MIN ne;0~' CONC. IN aon~ A,~ 5. DISPERSE RUNOFF FROM THE SPREADER ACROSS ~•vt SPAN A'IDTH ' FOR
BOTTOM :*ALL PROPERLY STABILIZED SLOPE. MAKE PEA SURE THAT THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM CONCENTRATING. C.M. B , AB 11 n' - IED AREA PRE I •a tit rR M~.•N ~
" 6. IMMEDIATELY AFTER IT'S CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENURE DISTURBED AREA 2 p ! p 222 0.222 C 592 D. 0.026 OF THE LEVEL SPREADER. 2 p ~ r_ ~ 0.84e I U,023 ZD I 0.038 • Q~ eY D. ~
2 D B .'03 10.933 0.049 ~MIIII~
8 o.DBS , DF , DETA ' IL t4 D.05 DER S PREA 3 D LEVEL s2 p. l2 NO SCALE
3 e p 222 222 a 92o D o 840.14
i of ALL CONSTRUCTION SHALL BE IN ACCORDANCE
t840-14 WITH CURRENT WAKE COUNTY SUBDIVISION
ORDINANCE AND NCDOT STANDARDS & SPECIFICIATIONS.
- - Sheet No
STORM DRAINAGE & WITHERS R"ENEL C-1 i
Desi Designer Scale ENGINEQ El IF ERS I PLANNERS I SURVEYORS
JOHNSON POND WEST S/D PHASE I No. Revision Date E W&R -__VARIES JD PHASE I RISEN uASIN DETAILS 1 11 h1,u Kt-flan I)nv 7511 te1:919-469311U lax. ')1'J-0b,'-b00N www.wilLrisiavenl.uin _ e Car), North Carolina _
Drawn By Date
BDH By 9-12-0-3 WAKE COUNTY NC - Job No.
Checked By ,a ,

_ _ _ _ _ _
_ _ _ _
~O,
STA~.1Of5O L DRAIN AREA=O.T2 AC.
0=1.27 CFS J ~ ~ ,
s=2.5z ~ ~ / ~ / 1 / 6° SDR21 PVC WL 160'
V=2.6 FP5 _ ! ~ ~ I'' t9. ~ ~ 0 2D' 40' 80 ~ ,
~ `JAS' y~
~ i ° / i 0~ ti 1 I ~ ~ ' SCALES 1' = 40'
t4O LF BORE AND JACK ~~s-8 6"z6~ TEE `~lA:il+1`i I ~ / ~ ~ i ~k ~ i
6° Wl. USE MIN. 12.75°0 2- 6" GV HE:GIN TEMP, IINING ti w ~ / ~ ~ _ p Q- CDC / 7
STEEL CASING PIPE AND USE i- f F F ~ F STEEL SPIDERS FOR SUPPORT ~ F~ F F ~ F F F Q~ ~ ~ ~ STORM DRAINAGE 'O ~ ~
I ~ c ti ~ ~ ~ Mx ~ F fy~R F F (10 . ~ ` 7 / EASEMENT WID7kl ~ ~ ~ VARIES ~
,a ; .~.,~n . ~ WE DS , ~ ~ ~ < ~~J nos.., F F F F F - -1 ~ ~ ~ I l ~ ~.o % ~
~y ~ 1RW ~ F F- ~ ~ ~L o~ ~,~~5,-~
V' _ ~ ~ O ~ ~ ~ oa MH-Al ~ F F ~o / ~ I L. ' I ~ ~ ~
D~ - } _ I ! 1 i t,i, ~ 'y P F ~ STA:13+00 L 6"z6" T /
~ S.S ~ DRAIN AREA=0.85 AC. / M F F F R F ~ / 6e 6"x6" TEE -A - s" Gv ~gN DI-4 2
^Jy ~ ~,TT' Q=3,37 CFS ~ ~ ~ ~6 F F F ~ 001 MF s=2,67q R /o~z ~ i
~ „ ~ ~ _ / TO EDGE ~ ~ ~ v-3.47 FPS ~ 18 EDGE , i pwc g w EDGE _ s ri`~ ~ ~ ~m ~
~ ~ / o 5 ~ ~ ~ I,~ _ ~ , oa 6"x6 1EE
~ r ~ _ 9 ~ V I I y F F ~ ~w"~~'~ ~ i ~ ~ E M
~ ~ ~ .o I ~ ~ ~ ~ ~A PSS PW U ~F,, a ~ ~ 9 s~ MH-A5 I SSd STA.18+00 L
/ ~ ~ S ,~I~~~ iL>I 5... BEGIN TEMP. LINING
' ~ '9 XI ~ G F ~ t / ~ I O , ~ ~ , ~ ti F F ~ ~ ~ F ~ ~ B~F ~Pio . 2 , 9~ ~ l . S _ _ DI-5 DRAIN AREA=0,22 AC.
1~ ! WETLAND. ~ ~ ; P M ~F F9 ~ PUMP F F F F Ri A F F ~ '~N ~ STA:17+85 R Q=0.87 CFS DRAIN AREA=0,12 AG 5=1,57
Rl ~ , STA11ON 'r ~ / F F Jp Q=0.46 CFS V=1.95 FPS
~ ~ ~ / 5=1.57 ~ v=1 sa Fps 95
/ ~ ~ F F~ F F F
~ ' ~ • O !'1 i i ~ STA~ 14+00 L I ~
0 i F F\ F F ~ F ~ ~ AEGIN TEMP. LINING
~ ~ ~ o' F R IF F F. I_ DRAIN AREA=0.27 AC.I I ~ ~
- F F F ~ I Q=1,07 CFS F F i 5=2.8Y
i _~1, ~ ~ ~ / ~ V=2.6 FP5
' t36 LF BORE AND JACK
' 4" FM USE MIN. 12.75"~
CASING PIPE AND USE STEEL
PIPE SPIDERS FOR SUPPORT
~N OO
PVI STA 17+53.43 375 - o ~ ~
PVI ELEV = 358.71 -
7 _ _ ~~o~
35 A.D. -2.78 ~~n o rn
Arno K = 46.70 ~ ~ o m_
w++~
130. VC ~ooo~ ? ~ ~ II,
~ - _ 370 JQQ ~
- PVC ELEV = = 351 85 ~ ~ _ ~ _ _
ELEV ~ cn cn w N N ~ c~
370 _ ,D, 2, _ 4- _ ,78 0o r~ o n :D, 2 ? ~ ~ ~
K = 6,, K = 46,70 + ~ ~ ~
_ _ _ _ _..130.00'. ~ ~ rn oo ~ - w + ...130.00' VC M + ~ w
~ ~ 365
N + f- U Q ao Q M ~ ~ i--
_ _ _ ~ ~ ~ ~ 'n I15 a.
365 - I
PVI ELEV = 348.13 _ ~ ~ ~ ~ ~ ~ r~ J I it ~ a o
_ A.D. _ --1.50 ' - _ ~ t'~ + ~ Q W 2 ~ ~ ~
- 0.00 ~ K-8 _ _ v~ ~ ~ U ~ /o
v •r + 0 360
120. 0' VC _ p N ~ II r ~
O _ ~t ~ N x- ~ ~ ~
360 ~ ~ ~ _ - _ ~ . ~ ~ III - ~ il5 ~
S~ ~ n p~N U 07 ~ 'M J ~ ~ ZQ ~ ~
' ~ w wow °D ~ ~ Q•r M ~?O N (D II a _ II ~
~ ~ ~ ~ I~ + 00 ~ M II I fl U Z ii ~ - - 355
w~~~ r7 ~ N ~ II I15 I~ - - 4.. ~ 12"
r~ _ - - z o ~ _ ~ II . , II 1 _ _ 2 _ MI /
355 r + ~ 4 w _ ~ ~ ~ FINIS ED GRADE ~QQ ~nM ~ ~ - ILf fi.,X6..
t- ~ . M II r- M C/l v~~ 5 / „ G9 6 TEE
~II~ r-MZp Q J ~ D-
Q ~ f-- ~ _ _ ~ Uy _ _ _ 2~ RCP ~ ~4 350
oho / _ ~0/ 0
U • > a. N
N p / 350 _ _
P~ 81% VC ~
+ ~ a R/ o n ~ h IN. GRADE OF X~S~ • _ 8 P g -LF 1~0•
• ~ IzUAD SHQULUER ~ °l _ 01°
~ - 3' MIN. _ ,0 345
/o 50 - - - _ _ _
_ - 12,E - g.
345 i ~ 9 ~ M1N. 3p,
N_ Op
V~~ ~ E: S 1, GRADE pvc ~ ,42 5 _ -~-o _
2 " CL. IV RCP „ G9 " R P PVC ~ TWIN-42 n $ a . . 340
v 1 -
- - 2
MIN.
340
0.52 p~ NpIN/N/MI
1 l.F 8 194. H CARp''a. ....»w
" DIA. STEEL 335 • o ti . r-- ~ _ e
f 0 LF 5 -
~CA ffR E, 02b- ?n u .
PI-AN PRELI E
335 USI G STE L SPIDERS FOR
SU PORT. - - AP 0 N TRUCTION NOT
Y N.. NIIN
r N Nd N tnl~ O
N r- N t N f~ I~ N f0- r~ N I~ N 00 ? N I- in 0 cD r-- 0) d in .t CO 0) O u 00 00 r7 O oo r') r-
1) Q> rrl N r 17 d N 00 i N uo 00 4 N tD 00 in ---d- Lri f-- r• co, co co 0) (9; co, rn in o o L0 N r7 tC) U0 in to to in 11) to to in u) Ln U-) ~ Ln ~ to (0 c0 rf)
n co 00 N - f') N (0 00 O in . r O 0> O NN co O N 00 N00 ~ -t 0-) rn in ~ r O 0 -t om V) in u7 in i in to r4) r7 r) r-0 ro r) ro r7 r7 ALL CONSTRUCTION SHALL BE IN ACCORDANCE
rn d d ~t~ `t`~ ?rj `tom rnro r) r7 r) WITH CURRENT WAKE COUNTY SUBDIVISION ORDINANCE AND NCDOT STANDARDS & SPECIFICIATIONS.
-
14+00 15+00 17+00 18+00 19+00 16+00

10 ~0- 11+00 12 0() 13+00
R001 PLAN & PROFILE & R"ENEL Sheet No. WITHERS
No. Revision Designer A/ • 111 MacKenan Drive Carv, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
_ Drawn By Detr JOHNSON POND WEST S/D PHASE I AIR ~ u I' - - - eoH • C-6 )M STA 10 + 00.00 TO STA 18 + 50.00 ENGINEERS I PLANNERS I SURVEYORS
Job No. WAKF COU NC
mmmm~

ri
_ - F
- T---r-_r__ I
N ~
~ ~ - ,HOOD T AL WILLI H. E ANGE~.INC S l i i
~ D 2571 F G 2 j
i / BONED R-30 r -
P.I.N. ' 618;03--44 7131 0 ~
~ NE-~AMI~~ RESID NCE i
w 0 I ' ' 0 j ca a
a % o ~ I
I ti z i Pi e P \ Pie Actual Pipe Pipe
N .85ac I U DRAI Q 1425.6,96ci ~ ~ C) I 2' WIDE BO1TOId (_r~ j ORNN AREA• 91ce P , Sio e Diameter Length P Drainage Discharge Flowing
SLOPE~A / , h~ DRNN AREA• Otac 3:1 SDf SLOPES 6~ 425.16.Otcfe i q F F S; ~I T E R 1 N A ~G E A p25=12• sLOPE•4.ax \ U er Inv. Lower Inv. S Area Q10 Full D L PP
v=5.es / E A ; 3.3 A(;. • ~ ~ 1.5' oEa~ ~ sLOPE 4.Dz FLOW DEP •0.38' ~ ~ ~ USE P ENANf DITCH WNO V•5.16 FPS ~ Q it \ V•4.81 fP8.0.65' ~ FLOW DEPTH•0.7 ' ~ in (ft) Elevation Elevation ~ From To Rim (ac) (cfs) Capacity ( )
l~ fLOw DE `?4 ' 380.00 378.30 I 2.83 h , FES-1 ' OI-2 N A 0.85 i 3,38 10.67... 15 RCP 60
~ I ~ Q I W \ / ; . i 6.48 i 5 RCP 270 378,00 360.50 \ DI-2 DI-3 DI-2/381.00 I 2.73 ~ 10.84 16.44 1
w j ~r,;; ~ ~ ~ 4.50 3.34 ~ i _ I ' 3,g8 14.61 I 19.20 16 RCP 172 360.25 35 I
~ I ~ - I ~ - ~ ~ DI-3 DI 4 DI-3/363.50 ~ ! 24" RCP 140 354.10 352.50 1.14
~Q I _ ~ ~ ~ ~ ~ UT ~ PR T CTI N - ~ ~ DI-4 ' DI-5 DI-4/357.80 5.51 i 21.88 24.15. j - PRE-OE -C•I•A•• 0.25 6.51 11.1 -18.1 CFS ~ ~ i 352.30 ' 350.70 1.14 Q1 ( ~ ( ) 22.36 ~ 24.15 24 RCP 140
4 ~ ~ I ~ I ~ 1 'Wz21"D ~ I 14 Lx 0 - V ~C•I•As 0.33 6.51 11.1 X23.8 CFS DI-5 FES-6 DI-5/356.30 5.63 ~ 10 OST DE ) 354.50 1.00 Q ~ ) ( ~ 6.46 ! 15 RCP 50 355.00
~ I - ~ BEGI PERM. DITCH LINING; , L~ / G I CLA S "B RIRRAP DI-7 ~ DI-4 DI-7/357.50 1.38 I, 5.48 (RATIONAL METHOD) , {
o i n ~ ~ i DRA AREA= 0.94ac `t- d5 =6" w/ FAIBRIC \ ~ ~ I I / , / I 4" CL. N RCP 78 340.00 339.60 'i 0.51 'I
SLO = 4.09 ~ LI R v10=8.7~ FPS , / ; ~ FES-8 FE5-9 ' N/A 3.80 15.09 16.15 2 I
h= .03 ~ ~ I ~ ~ ~ ~ ~ ~ I ~ I i ~ ~ \ ~ ~ ~ ~ I
w, I ~ _ ~ 1 100 N A 2 - 42" RCP 74 340,60 ~ 339.70 1.22 HW-10 HW 11 N/A 38.0 i 30 (Q ) I / '
U1o=~ 3.92; FPS I ~ I ~ ~ I I ~ !1 / I f~r~f - NOTES:
~~rr, ~ 1. ALL PIPE SHALL BE CLASS 111 RCP UNLESS OTHERWISE NOTED,
I i ~ ~ ~ FES-6 3 ~
_ / y
I ~ ~ ~ / ~ I
DI-3 ~ <<, - - _ I - ~ i / ~
~ ~ ~ - DI-4 ~ _ U~\
~ i..~ V E ~ ° N ~ ~ A - ~ JS ~ le ~ ,G nu r,'t OOilt ~ 'q~ ~ I W i w e+ - S
OUt '1>' ~0 ;.1-_ i _ +Q ~ ~
y, I NOTES:
° ~ \ ~ ~ ~1f .YV~,.
~ V ~ u ;''y PRELIMINARY SURVEY BY WITHERS do RAVENEI., INC. ~ 1. BOUNDARY SHOWN IS FROM
n ~ ~ ~ "I ~ I, 2. EXISTING TOPOGRAPHY SHOWN WITH DASHED CONTOURS IS FROM FIELD
r~~~i 'v~,l,,;ii 1 ~ ~ ~ DI-7 I-5 Ir IMI~ ~ ~ ~ ~ SURVEY BY WITHERS do RAVENEL, INC. TOPOGRAPHY SHOWN IN SOLID uNE
~'l.1~~'4I ` E 1' ~ ~ ~ ~ / ~ ~ ~ ro; 1 CONTOURS IS FROM WAKE COUNTY GIS INFORMATION. N~F
~ ~ -
Q INLET PR TE TION / 1 ~ ~ 100' R DIUS KURT 'G. & NINA FAY S. FORTMEYER 3,` THIS 9TE IS NOT LOCATED IN A FEMA MAPPED FLOODPLAIN PER FlRM COMMUNITY
~ MB 1983 PG 2~7 PANELS 3118300 680E AND 685E DATED MARCH 3, 1992. i
a'LXa'~><Z2~o i ~ i ~ I ~ ; n N ~ I ~ ~ I ~ ZONED R-30 FOR ALL LOTS IN PHASE I WILL BE SERVED NA A CONNECTION
d50=6 QLASS "B" I ~ _ I ~ ~ ~ P,LN, 0678,04-53-4372 4. WATER SERVICE TO THE EXISTING CREEK COMMUNITY WATER SYSTEM. 1 ~ ONE'FAMILY RESIDENCE
~ FABRICS- - - --1-- _ W ~ ~ RIPRAB w I T- _ ~ I ~ ~ PHASE I SHALL BE PROVIDED BY A PRIVATE
~ W w ~ ~ ~ ~ 'S ! ~ 5. SEWER SERVICE FOR ALL LOTS IN 1 ~ j GRAVITY SEWER COLLECTION SYSTEM AND PUMP STATION WHICH WIIL PUMP
i I ~ ~ W I ~ ~ ti~ ~ ~ \ ~ ~ N OFFSITE ALONG SR 1404 1 ~ SEWAGE VIA A 4 FORCE MAIN WHICH IMLL EXTE D
q ° \ ~ I ~ ~ ~ ~ ~ ~ ~ ! TO THE EXISTING CROOKED CREEK WASTEWATER TREATMENT PLANT.
1 1 6, HA7ARD REGULATIONS. THERE SHALL BE NO FlLLING OR THE ERECTION O D HAZARD SOILS FL00
W i ~ ~ ~ fti / \ y~, I ~ ~ T I X151 M I ~J I 'N' iJ 111 ~ OF PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY
I I . ~ liAltll ~ Q ~ ~ ~ DRNN AREM0,49ac \ i ~ OR FEDERMAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES I ~ ~ UNlll A FLOOD STUDY IS APPR04'EO BY WAKE COUNTY AND/OR FEMA.
~ 05 Q-1.95ch ~ ~ ~ °"q I
~ SLOPE•1.OX ' - _ _ _ , V=2,05 BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS (OR OPEN SPACE) MARKED BY AN ~ ~ ' I MAY NEED TO OBTAIN A FL000 HAZARD AREA USE PERMIT
Q ~ ~ ~ ~ / (ASTERISK), THE BU LDER , ~ I ~ FROM WAKE COUNTY ENNRONMENTAL SERVICES. THE BUILDER S ENGINEER, ARCHITECT
~ ~ ~ ~ a 4 ~ I ~ r ANO/OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD ~ ~
o ~ _ ~ i \ / REQUIREMENTS ARE MET. /
! ~ k ~ DoNS>RUC1m v-a~ANNFi W ~ / / ~a ,S 3:1 SIDE-SLOPES ~ ~ A BE IN CONFORMANCE VNTH ALL APPLICABLE WAKE COUNTY 7. All CONSTRUCTION SH 11
~ T ~ / ~ ~ 1' DEEP. USE 1E11P. ~ MENTATION ANO EROSION CONROL ORDINANCES AND FL000 HAZARD REGULATIONS. ,x ~ SERI
DAIJW AREA•0.53a 3~ ~ ~ ` ~ ~ ~ DITCH LINING / ` ~ \ E FEET OF IMPERVIOUS
~ Q•2.10cfe SLpRE•6.0% 1 7 i . F / 8. All LOTS IN PHASE I MAY EACH HAVE A MAXIMUM OF 2550 SQUAB \ ~ T RMWATER MANAGEMENT DEVICE, IN NO ~ / ~ I ~ SURFACE AREA WfTHOUT THE ADOmON OF A S 0 ~ ~ ,
~ V¦3.87 FPS _ / )1 F~~`.. ~ fi ~ ~ DRNN AREA•O.B7ac LE L RE DER 3 CIRCUMSTANCES MAY ANY LOT HAVE OVER 30X IMPERVIOUS SURFACE. IN ORDER FOR /
L~ ~ / ~ i`~ ~ 1/r Q•2.87cfe y',' ~ 3$ SLOPE•4,4X - LOT TO UTILIZE THE MAXIMUM IMPERVIOUS SURFACE OF 30~, STORMWATER MANAGEMENT OR .AREA-0.36 AC. ~ ~ r~ MEASURES MUST BE PROVIDED FOR THE AMOUNT OF PROPOSED IMPERVIOUS SURFACE AREA
~ ~ ~ i~i FP ~ ~ .o I V•3.81 S - \ 0=1.30 CFS OND THE ALLOWABLE LIMITS OF 3300 SQ. FT. FOR LOTS 1-19 ANO 2550 SQ. FT. FOR BEY
~ y ~ FIOW DEPTH•0,48' ~SIRUCTED V-(21AHHNEI ~ ~ ~ ~ , / ~ LENGTH 7. LO1S 20-52.
I SqE-SLOPES i / ' ~~V ~ i ~ BE USED FOR CONSERVATION OF
~ ~ ~ i' DEEP. USE PERMANENT ~ ~ i gfCH LINNG OUTkET PROTECTION ~ 9. THE OPEN SPACE PARCQS INDICATED SHALL ' ~ ~ NATURAL AREAS, AND ARE NOT TO BE DEVELOPED.
~ ~ I r, ~ ~ - ~ ~ LEVEL ~ 2 x10 Wz22 D LEVEL SPREA ER 1 \ ass "8" RIPRAP
; i / GRAIN. A=0.65 AC. ~ ~ ~ I ~ i QRAIN. ~ ASE ~ ' 50=13" w FABRIC ~ '
j / ~ ~ - ~ ~,1 q10=2.35 CFS EWER v10=11,92 FPS --l r' x
/ I ,CAN ; ' % ~ / ' " 0 ~ ~ v I LENGTH - ~ LENGTH-31 ~ ~ r~ ~ ,
I ~ A
v v v ~ vvv v v o t
~ ~ i f / vvvvv~ ~ ~ .
vvvvvvvvvvvvvvvvvv . +i + v ~ ~ \ ~i
~ ~ ~ Y / V V V V V V V V V V V V V .y y y y IY " F i ~VVVVVVVaVVVVV '1 y • • v + Y v ? v Y~I Y ° ~
i y W Y Y Y Y Y V Y Y Y Y Y V V V V V V V V V V V V V V V V V V V a ~ i Y Y Y y Y ~~Y ? avvvvvvvvvvvvvvvav(y,~,. A Y~, ?
Y Y V V V / / V / / ~ ~ J /1, Y V V Y V Y Y Y Y • Y Y V V / ' I N 1 _ V V V V ~ ? 4 '~Y ~Y • Y W W ~ . V V V V V V V V V V V V V V V ry.JSj.~}'~-~~7`V .,~V V V V V V V V V L i Y i i i /
Y Y V V Y Y Y V V V Y ~ _ 2O NRB L J E J. / V V Y Y Y V Y Y Y Y / V ' V V V V V V~d°PV V'P~"P•V ? v ? v ? v v Y v ~ Y O
Y V y V V V V Y Y Y Y Y Y Y V \ ` SO NRH ZONE 1 ~ ' W Y Y V Y Y Y ,Y Y Y V Y Y V Y V V V Y Y V Y W Y Y ~ \ }r . V V V V V V • v Y~ v ~ Y Y Y Y v Y Y v 4~
f f~ W V Y V ~\Y Y W V v Y V Y Y Y Y W- - Y ~ Y • ~ \ V Y Y V V V V'IP' v y v ~ i', v r ? ? a a s a ? ? a a a + h0 ij A*. v wb v v v vyyv yy Y Y Y??
Y Y Y Y V Y W Y V Y V Y Y V Y Y Y y y i/ - V \ ~/~„t~ ~ -i/ \ ~ ////~J~ y Y Q Y V V Y Y V E~IS~ING \ Y Y Y V V Y Y V V ~ / Y Y Y _ ' ~y OFFSIT RAINAG~ ~ V V V ~7 ~ V V V V, L Y~ W ~ w ? ? v ? v r v~./r v v /
Y V Y V V., V y/~~,.~ f~ V Y V• y y Y Y Y V \ • Y V V Y Y M,1.MT~T~D Y Y Y Y V Y Y Y Y V Y Y Y V V V Y Y Y Y Y V Y Y Y Y~ Y Y Y y Y Y Y ~ ~ AREA= AC. Y Y v ~ vr~ ~ ~
U Y Y i V T~T~Y- Y A V V ~ ~ r Y Y Y Y Y Y Y Y Y Y Y Y V Y3O~ B ZONE 1 \ V y Y Y Y V V Y Y V V Y Y Y V. \ ' y/ Y Y Y• Y V Y Y Y ? Y V Y Y • Y~ Y Y Y Y Y Y ~ • y/ Y Y W W Y
(ryy~~ Y V y Y Y Y V V. V . Y V _V Y V Y Y V _ Q W y Y' Y V Y Y. Y V Y Y ~y~/" Y V Y Y Y Y V Y V Y Y Y Y Y Y Y Y Y Y Y V . ~ , ~ ~ ~ v v y~ y v / ~ ~ ~ ' -"4b v v v ~ ° '
W Y V Y y Y Y Y Y/~ V ~ V Y Y y 'Y Y Y Y Y V i Y• . ~ I N r" V Y Y Y V Y lU NR[3 ZONg 2\ ~~vvvvv ~ ~~nY ~ /~1 ~vvvv v \ r . A ~ ~
Y V .Y V Y Y V Y Y /F Y Y Y Y V Y W Y W Y W Y ~V• Y Y Y Y Y V Y Y Y Y Y Y Y V Y Y Y Y V Y V Iw ~ NEW PRObiDENCE BAPTIST CHU v a v v ~ r , ~ .T CHU ~ ~ v
Y Y Y W Y Y Y Y Y ~ _ V Y ~ Y V V V ,Y - Y V Y V Y Y V Y V r/r~ W ~ , Y Y Y ~ M8 1982 PG 476 Y Y Y Y Y Y Y Y ' ~~~v~ ~ ~ b~0 ~ ~ ~ i 6 ~ V ~ , ~ / ~,0. p ~ , ~oj ~ ~
Y V Y V Y Y~ Y W V Y V Y Y Y Y ~I Y Y V V Y V'... V Y V Y V Y V V Y Y ~ ~ ZONED R-30~ ~ ~ ~ e ~
Y V Y V Y Y y\ Y V y y ~ _ P.I.N. 0628.04-52-1727 ~Y y Y Y • y V _ 5~ ~G 5~ 1727 ~ - ~ ~ v INLET PROrE~ro~, ~ v ~o
vY W V Y Y. Y Y V _ ~ f MM ~ ~ ~ EXISTN~~NURCH 16 Lz10 Wz22 D o~ `
CLASS B ~RIPRAP A
~;u ~ ~ F w~ FABRIC f:~lER \ ~P ° i N/
\ ~ 7~ ~ ~ _ ~ ~ ~ ~°'r~` WALL CUSTOM HOMES, IN(,. ~ / STONE
TRIANGULAR NA~~HED AREA \ / ~ ~i~,~ ~~5 , ~ MB 2000 PG 923
_ _ L R ENTS100 YR. HEADWATER +1' - LEVEL SPRE DER 2 ~ ~ % ZONED R-15 RAIN. AREA .25 AC. P LN. 0618.D4-52-7813
~ ELEU.=345.53 Q FES-8 =0.90 CFS ~ VACANT
\ _ 0 _ LI F f S L r ~ \ Q ~ ~ ~ ~ LEN =12 !
URA IN ` INq~ pi
R A G f A A 3 E ~N CARO •ti
AC 40 z \ 5 ~ 0 ~ ti
S S 0 /
SEAL
0 F / ZW4
Q llt~ SOUTHSIDE VENTURES LLG
MB 2000 PG 1959 B ~I ..„...•r' P
ZONED R-15 ~E 0 P.I,N.067B.04-52-6701 ?•N, 1
0 ?5' 50' 100' 200'
/ oo N/F i _AI IN P1, . SOUTHSIDE VENTURES LLC PRFI,
! MB 2000 PG 1959 NOT APP OVE R CONSTRUCTION / , ~ ~
SCALE; 1' A n -7 fN 1 r n n . c
ShBel N0.
Date DesiKner Scale By__ , -50~
No., -----Revision - JOHNSON POND WEST S/D PHASE I
GRADIN - - Dracti i By Date p `3 ADING & STORM DRAINAGE PLAN ENGINEERS I PLANNERS I SURVEYORS C-4 111 It 1. il-,p nr;•-,, ,n. F!.":'I ('ii„li i.i. (f~! ')I11-461) 1140 ft%- (194'-6fH)fl w4,~
HD- By WAKE COUNTY NC
- Checked ob No. f

OD, ET AL
N/F
31 WILLIE H. & EVANG IN EL E S. HOOD, ET AL
E DB 2571 PG 26
ZONED R-30 HORIZONTAL RELATION OF WATER MAINS TO SEWERS
P.I.N. 0678.03-44-1131 Water mains shall be laid of least 10 feet laterally from existing or sewers, unless the water main
ONE-FAMILY RESIDENCE is laid in a separate trench, with the elevation of the bottom of the water main at least 18 inches
above the top of the sewer.
VERTICAL RELATION OF WATER MAINS TO SEWERS
Whenever a water main crosses over q sewer, the water main shall be laid with the elevation of the bottom of the water main at least 18 inches above the sewer, unless both the water main and
sewer main shall be constructed of ductile iron and with joints that are equivalent to water main
standards for a distance of 10 feet on each side of the crossing. Whenever a water main crosses
under a sewer, the water main and the sewer shall be constructed of ductile iron and with joints
equivalent to water main standards for a distance of 10 feet on each side of the crossing and
maintain a minimum of 18 inch vertical separation. A section of water main pipe shall be
~ 4 centered at the point of crossing.
~ ~ ~
4 4 ~ ~ , VERTICAL RELATION OF SANITARY SEWER MAINS & WATER MAINS TO STORM SEWER
46 4 Whenever a sanitary sewer or water main is crossing over or under a storm sewer, a vertical
~ separation of 12 inches shall be maintained unless both lines are of ductile iron or enc ased in
~ concrete.
r ~ i ~ , /i .
~ i /
2" BLOWOFF ~ I ~ .
ASSEMBLY 1
(TYPICAL) ~ MH-A8 _
- - _ MH-A7 ,
i PSS - PSSp
ou rt iJBT 1 ~k"t 3 SS PSS - - _ ~ ~ pss ,.---i-._ ~MH A8
~ N81' V PWl no ~ i P Z
ROP. 6 SDR 21 P~ "
_ PVC W~
`~I f~M I~h'!11P~I~1i~l ~s~
i ~ i \ 6 z6 TEE H s~. I~`~IMIPdI WII)fll I 2-6 GV. ~o~
UC~I?II 3 I pN'( ~S ~V
7 > i 6"z6" TEE "64 ,
n. I ~ 2-6" GV. MH-A5 i
N~ _ N/F
~ ~ v I~ ~ ~ ~ ~ oo RADIUS KURT C. NIN & A FAY S, FORTMEYER
~ ~ ~ MB 1983 PG 207
i - _ ~ ZONED R-30
~ ~ t ~ o I I _ ~ , ~ A ~ ~ Ch Q~ i P.I.N. 0678.04-53-4372
d Q' ~ q ; o o W ONE-FAMILY RESIDENCE
a~ I~V• ' o~
O~~ ~ o ~ q ~ e
I .w ~ o ~ PO ~ ~ OQ
V ~ ~'ti ~ STORM DRAINACI Q~
~ ~ _I,^,`;IMfNI Wlf~~lli H-A4 4
MH-D2 ; ~ i
_ _ _ _ _ ~ ~ x _ ~ ,x ~ x.~,
~ MH Cl n A ~ ~ ~ A
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W y Y Y V Y I ~I Y Y " Y " ? Y Y V Y Y y Y y ? / WEfLAtJD~ V Y Y Y ? V Y Y y Y V V Y y W Y W y Y y Y y Y V V Y Y VV ? ~Y J? i V /Y " " W Y Y ? Y Y Y y ? ? W V ? V V V ~T TT•~W • y Y Y Y Y~ y . ? ? ~ ? ' AyAIn 30 NRB ~~~,w . ? ? ? ? ~ a~ QF \ ~ W~~f'~I •1~/~V W V V V V V V ..~Y.~y V V Ol
V Y Y Y V W J?V' 'j Y Y V ? V Y ? Y Y W Y~ Y V y V " V V y Y Y Y Y V Y V V Y ..~~V V3O B ZONE ~ . ? ? r~._ V.~~/'I W Y V V~ V _ V v / ~ V
? ? " y V Y Y /'Y/? ? Y Y ? ? Y. y Y Y Y Y Y ? Y Y Y Y Y • Y y Y Y y V Y/'~ V V W V V ~Y Y ~Y Y " Y V V y V Y Y " " V "
~y ? Y Y " V y Y " V Y t V " Y V V y V Y Y V Y Y Y .
Y Y Y Y Y ? Y V Y y Y y ? Y Y Y• Y Y W ? Y Y Y V ? Y • ~ • 'rr' 20' NRB Z~/NE 2 y y y y Y y V Y Y V Y Y ? Y Y Y y V y Y ? y V y / N F v Y ? / F ? ~oN ~ r' ti ~ ti'~ ~ 8 / ~
y Y Y y ? Y Y Y ? Y Y y V y Y Y ' ? " ? y Y V Y y Y y Y y y " Y ? ? Y Y y ? ? ? ? ? NEW PROVIDENCE BAPTIST CHl - r, _ NR ~ ~ \ ~ -v Q ~ / F BAPTIST CHURCH MH-Al ~ E / Q
Y Y ? Y Y y V " Y Y Y V V ? " y y y y y y Y y Y MB 1982 PG 476 ~ ~ ~ 0 , ~ PG 476 ~ ~ 6 2 F ~ ~R ~
Y ? y Y ? Y Y " S ?yyYYYy Y ONEDR-30 R-30 ~ z ~o / Q~ 9
~MFNT P, I.N. 067 - - 8,04 52 1727 H~ / Q~~ ~ O ~4-52-1727 ~ ~
EXISTING CHURCH 8p.D4~ ~ / VQ CHURCH X
MH-B6 MH-Al ~ ~ /eF~ 0~

~ ~ i Y ~ /
N/F
STONEWALL CUSTOM HOME S, INC.
1 MB 2000 PC 923
ZONED R-15
FUTURE SEWER EXTENSION TO / P.I.N. 0678,04-52-7813
PHASE II PF VACANT • 0~ N" ~ 4
0,~ 4 9 s~
~'Ii;~o.l1io;I a 511- 4 1 011 (i hll
PRELI OP 51
0 PS 50 100, Poo' NO AP 0 P PROVED F
ALL CTION SH/ WITH CURR CTION SHALL BE IN ACCORDANCE N/F ON 0 DE VENTURES S LLC SOUTHSI 1RR NTY SUBDIVISIO ~ N
SCALE l' = 50' ORDINANCE AND NCDOT STA MEI 2000 N 1D T STANDARDS JCIATION~. JD NCU 4L,FL9- L- ~0
- - ZONED R--15 ) ?
No. Reyislon Date _ _By_.__ Designer Scale JTAJW&R
Drawn By ;Date JOHNSON POND WEST S/D PHASE I Sheet No.
6DH 8 01 03 UTILITY PLAN WITHERS RAVENEL -4
('hw i,t„ A~ 4 Joie No. WAKF COUNTY NC ENGINEERS I PLANNERS I SURVEYORS C-3
IL ALn ti^in[ Uira, (dir '-I"( A1011 is '11 t,~! q19 469 11-11) (d, 919-46, NX)h nn',, ~,II„
11 L

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ZONED R-30 N/F
.LN. 0678.03-44-7131 WILLIE H. & EVANGELINE . S HOOD, ET AL
NE-FAMILY RESIDENCE DB 2571 PG 26 NOTES;
ZONED R-30
P.I.N. 0678.03-44-7131 1. BOUNDARY SHOWN IS FROM PRELIMINARY SURVEY BY WITHERS do RAVENEL, INC.
ONE-FAMILY RESIDENCE 2. THIS SITE IS NOT LOCATED IN A FEMA MAPPED FLOODPLAIN PER FIRM COMMUNITY
PANELS 37183C0 680E AND 685E DATED MARCH 3, 1992.
3. WATER SERVICE FOR ALL LOTS IN PHASE I WILL BE SERVED VIA A CONNECTION TO THE EXISTING CREEK COMMUNITY WATER SYSTEM.
4. SEWER SERVICE FOR ALL LOTS IN PHASE I SHALL BE PROVIDED BY A PRIVATE GRAVITI' SEWER COLLECTION SYSTEM AND PUMP STATION WHICH WILL PUMP
SEWAGE VIA A 4" FORCE MAIN WHICH WILL EXTEND OFFSITE ALONG 5R 1404
90' ~ 90' S8 ~ ~ Z 7 F TO THE EXISTING CROOKED CREEK WASTEWATER TREATMENT PLANT. 88
14 47 E 86 90 2.8 2 _ 9a O, 07 A 5, FL000 HAZARD REGULATIONS. THERE SHALL BE NO FILLING OR THE ERECTION C.
OF PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS
- ~ _ - +A,~I f ~.,I MIh~ 1 Cam' I _ _ _ _ _ _ _ _ _ - - - - - - j 113' _ 74' OR FEDERMAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES
I _ _ _ j - - - - - _ _ _ _ 30 PERIIa 1 74~ UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY AND/OR FEMA
I I _ _ E. ER SETBACK ~ I ti I ~ _ - - _1 _ P E MARKED BY AN A BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS (OR OPEN S AC )
~ j ~ I r.. ~ ~ i ~ ~ _ _ (ASTERISK), THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT
i to FROM WAKE COUNTY ENVIRONMENTAL SERVICES. THE BUILDER'S ENGINEER, ARCHITECT l AND/OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD
I ~ 4 REQUIREMENTS ARE MET.
i' j - G I 13,502 SF , ;13,502 SF 13,502 SF 13 502 SF ~ -
I ~ 13,502 SF 12,516 5F ° • 6, ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH ALL APPLJCABLE WAKE COUNTY j~ ~ SEDIMENTATION AND EROSION CONROL ORDINANCES AND FL000 HAZARD REGULATIONS.
I ~ ~ h, I'„ ± ~ 13,904 SF 7. ALL LOTS IN PHASE I MAY EACH HAVE A MAXIMUM OF 2550 SQUARE FEET OF IMPERVIOUS
~ I 16,1 SF
4 ~ SURFACE AREA WffHOUT THE ADDITION OF A STORMWATER MANAGEMENT DEVICE. IN NO 4 CIRCUMSTANCES MAY ANY LOT HAVE OVER 3D% IMPERVIOUS SURFACE. IN ORDER FOR ANY
I I 9 ~ ~A ~ LOT TO UTILIZE THE MAXIMUM IMPERVIOUS SURFACE OF 30%, STORMWATER MANAGEMENT
90' j ~ - ' - 90~ 20 191 SF MEASURES MUST BE PROVIDED FOR THE AMOUNT OF PROPOSED IMPERVIOUS SURFACE AREA 91 SF ~ BEYOND THE ALLOWABLE LIMITS OF 3300 SQ. FT. FOR LOTS 1-19 AND 2550 SQ. FT. FOR
0 ` LOTS 20-52.
i j. - - /
u itl 00 rZ _ ' _ , N6714'47"W 528.8q1' ~ / / 8. THE OPEN SPACE PARCELS INDICATED SHALL BE USED FOR CONSERVATION OF ~ NATURAL AREAS AND ARE NOT TO BE DEVELOPED.
j ~ 00+CZ f ~ - r ~ ~ oa+zz i _ . I ~ . v ~
t _ _ oa.,t I 133' ~ox~o `s,cHr~-- _ _ _ ' +ot - _ ~ _ ,
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~ 6~. j I 15 326 SF ~'0 A I ~ , ~ S A 100' RADIUS s, , KURT C. & NINA FAY S. FORTMEYER
j 16- 20,004 SF SF ~ M 19 P B 83 G 207
~ - 175' i - - ~ GRAVES ZONED R-30
i I ~ ~ i P.LN. 0678.04-53-4371
- / ~ W C9 a" ~ m a ~ ry' o / q i ~~y ACCESS , ONE-FAMILY RESIDENCE
~ I ~W RoAO
j ~ ~ In ~ n ~ W CP j I ~ ~ ~ •h O ~ ~ ~
j T P+ u 1 ,ry 0 ~ 9 ~ • W 14 7 s ~ 93 SF ~ S ~ ~ ~
W ~ : \ s
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20,975 SF I r
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I ~ ! ~ ~~,~i 14,974 SF ,P ~,~,831 SF
4~ 2~ t~` ~~~R~r `~1,~ 1 6,655 SF i ~ ~,>~F ~ CAN ~ ~ /
j ~o. `0•,S~ 14,518 SF I ~ ~ - ~ ~ B~ F'p I q,ti rn ~ ~ ~ $ 20,379 SF
9~~ ~9p w~- ~ x, ~ ~ ~w j i ~ ~'l,•.. ~'1'~' i --r-- - ~I \
j ~ ~ / ~ ~ 1~::~ i~, 18 281 SF f~~ . . ~ I / ~ I - - ~ 1, 1 ~ ! ( ~ 1 ~0
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• • _l ~ 7/Q~ ? • • • • ~ ? h • Y W Y v Y • ? • • ~ / V I 1 •:avavvvv vv-vvvv i i i i I ? `•`,~i ~ ROP RTY FRONTAGE • PE 78 _ ( - / V q'v v d a~ v V V~~ V-T' Y a i i i
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• ~ _ i 20' DRAINA NT . . . „ , , • • • , , Y • • ~ GE EASEME vv Cd d a EASEMENT /~//J~~ v v v Yb vgvw`v ' i _I
Y Y3 B~NE1 - • --s Y ~ Y Y ~ CENTERED DN EXIST CHANNEL J J f/ • • • I Y Y • • ~ • i• • ~ • V Y • • • Y ? ? • ~~i EXIST CHANNEL \ i ~ • • ~ 'b abvva' C J
111 _ / v e v e v a v r~ _ ~ _ - ' ' ~ , vvv ".ca • . • • - - ' ~ ,p vvv vdvvvv ~ ~ ~ ~ \
o • I _J s v v v ~.l ~~6 v v v v v _ •0 fV8 -,aaaaaaa ~ ~ ~
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I„ r r • ? • v e >~B 1982 PG 476 ~ o ~ /
- - - ~ 2 • ~ N r • - - - ~ - - • N37 11 ZONED R-30 ~
i ~ ~ ~ - _ _ - r--~ - ~ •J O ~ ~ - ~ ~ P.Q.N. _ ~ _I ~ _ _ ~ - - 21.96 ~ . ~„k~ ~ P.I.N. 0678.04 52 1727 ox ~ / , / ~ ~ /
• i- EXI'~ _i 8 EXISTING CHURCH ~ Q / e 0 ,
2 o 19 1 _ 81 98 _ - SF 59 W L S' / ' \l~ I ~ `Y" ~ 0 O
15 7. 4, 55 6 AC. 4 N ~ ~ ~ O _ 2 ~ ZIG ZAC HATCNEU AREA REPRESErr~ _GOD ~ ~ NIE
N8 • 12 / ~ \fi ~ / ~ ' STONEWALL CUSTOM HOMES INC. HAZARD SOILS AS DELINEATED B ~ & ~ ~
0 2 W ENVIRONM ~ 8 ~ MB 2000 PG 923 I NTAL CONSULTA'v ~ S, ~NC. ~ , ~ .y ~ ~
48 3. 2 Yt/ ,0 , ~ ' ~ / ZONED R- 1~ 6
24 / P.I~N. 0678 04-,~2-7813
i I VACANT ~J ~ ~ TRIANGULAR HATCHED AREA ~ / ~
REPRESENTS100 YR. HEADWATER +1' 11 ~•Sr..CAR~
ELEV.-345.53 1 I ~I~OPi,':II'. IUM~' ~ tip.
5~ / of oti
A 10 AA ~ i >rA1ioN ,I Izi"Jn II I SEAL P 51 /
0 P N /F 4
Q 0 6 n / ~I • SOUTHSIDE VENTURES LLC
MB 2000 PG 1959 0(E
ZONED R-15 ~ n .r• ; ~ J P.I.N. 0678.04-52-6701
NNo. iiiiiilllllllllllllllIIIIIIIIIIIIIIIIIIIIIIIllilljlllllllIIIIIIIIIIIIIIIII ?
25' 100, 200' - n / RY I,AN
N F F~RkIMIN SOUTHSIDE VENTURES LLC NOT APPROVED R CONSTRUCTION
MB 2000 PG 1959 _
SCALEl 7' = 50' NF _
I6 V
, Scale
WITHERS R"ENEL Sheet No.
rN awl,y Date JOHNSON POND WEST S/D PHASE ONE - - { _ 1 i
PH~ - _ Checlrl By 71,b No. PHASE I SUBDIVISION PLAN ENGINEERS I PLANNERS I SURVEYORS C-2
WAKE COUNTY NC 111 MacKenan Drive Cary, North Carolina ?7511 tel [phone] fay-')1q46'4)008 www withersravvnPl com - - _i

/ _

NSF
MLLIE H. 8 EYANGEIINE S HOW, I I k DB 2571 PC 26 N
ZONED R-30 P.LN. D618.OJ-44-7131 'MLLE H. k EVAN(F11NE S. HOOD, ET AL
ONE-FMIILY RESIDENCC DB 2571 PG 28 ZONED R-30 P. L N. 0878.03-44-7131
CNE-PRIMLY RESDENCE
20' STORM DRAINAGE
EASEMENT OPEN SPACE SPACE o so' loo' 200' aoo' EN
2887 SF 2887 SF
so• e0' 90, S8T 14'47"E 862.62' 0.07 AC. so' sn 0.07 AC.
r._._._._._. 105' IIJ' i - - 74 SCALE 1' = 100'
j 4 _.,,g.. I 20' STORM
~ i 5 ~ ~ 4 0 4 46 4 I DRAINA( ~I ~I ~I ~ ~ 44 ~ I EASEMEI I _ -DRAINAGE
X13 502 SF 13,502 SF 13,502 SF 13 502 SF I ~ 12 516 SF I~ " I I EASEMENT \ I
I 13,502 SF 13,904 SF / 4 a"' ~ 1s, sF / 42
'10' STORM ; i ` v
DRAINAGE j ea ~ D~ 20,191 SF ti 6' EASEMENT 9 - _ NOTES;
~ ~
- P _ ~ u ~ • m.u _ / NDARY SHOWN IS FROM PRELIMINARY SURVEY BY WITHERS & RAVENEL, INC. 1. BOU
g'" ~ 11,857 SF,yo ~ 173' A?M„ s~ . PLAIN PER FIRM COMMUNITY 2. THIS SITE IS NOT LOCATED ?N A FEMA MAPPED FLOOD
j ~ 149' 146' A g~' ~ ; ti ~ htiCS WELL L WELL LOT~~~.~ x' PANELS 37183C0 680E AND 685E DATED MARCH 3, 1992.
"m I 0 40,457 n { Zp ~ ~ 40,457 SF v ` ~ R SERVICE FOR LOTS 1-19 WILL BE VIA INDIVIDUAL WELLS. WATER SERVICE FOR
I a 2 29 b' i 14,841 SF 15 328 SF ~ ~0 M ~ NF r s. FaRnaEYER 3' WATE CONNECTION TO THE EXISTING CROOKED I00' HURT C. k MNA A ALL LOTS IN PHASE I WILL BE SERVED VIA A MB 1983 PC 201
,F, i62' ~u 20,D04 SF SF Q pW 20NED R-3D CREEK COMMUNITY WATER SYSTEM. ~ P.I.N. 0878.04-53-4JT2
1 ~ 1 i15' O 4 ~ p I 20T u, I r1 r- A a, 9e ONE-FN1LY RESIDENCE 4. SEWER SERVICE FOR ALL LOTS IN PHASE I SHALL BE PROVIDED BY A PRIVA
pp . I l o ~ 3 GRAVITY SEWER COLLECTION SYSTEM AND PUMP STATION WHICH WILL PUM
I r~~ rn ~ ~ ~ ro 14,793 SF w ; ~ VARIOUS 4" FORCE MAIN WHICH WILL EXTEND OFFSITE ALONG SR 1404 SEWAGE VIA A 40 TO THE EXISTING CROOKED CREEK WASTEWATER TREATMENT PLANT.
P ~ i ; 15,150 SF 3 1_ WIDTH \ bD , 1s,195 sF ~ ,7a• DRAINAGE ~ F TION 1a,e13 s ~ THERE SHALL BE NO FlLLING OR THE EREC
i tss' _ 19,127 SF EASEMENT ~ ~ ~ 1~ 9s. g, FI OOD HAZAR
u~ ~ 20' SANITARY _ ,os NOTE. h ; SEWER EASEMENT I ,sA ~ h 34 NT STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS i OF PERMANE FEMA 100 YEAR FLOOD ZONES OR FEDERMAL EMERGENCY MANAGEMENT AGENCY ( )
LOT 24 IS NOT A PART g 13sao sF 3 ~ I y 26 m r so. 39 ~ UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY AND/OR FEMA,
OF PHASE I, AND CAN ~ . 2 ~ + 21,272 SF x~. 15,237 SF 'g~0 1a3z3 sF 3 ~ R OPEN SPACE MARKED BY AN ~
ONLY BE DEVELOPED IN t5,2s2 sF 31 , ' ~g ~ ~ . EFORE ACQUIRING A BUILDING PERMIT FOR LOTS (0 ) , s B Fr TERISK THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT o FLOOD HAZARD (AS ER'S ENGINEER, ARCHITECT
CONJUNCTION WITH PHASE II. , , a' STORM mss' 20s7s sF 2 / z a 3 DRAINAGE 3 , ~ F FROM WAKE COUNTY ENVIRONMENTAL SERVICES. THE BUILD ~ ~F ~ SOILS MUST CERTIFY THAT ALL FLOOD HAZARD
I vQ, w ~ EASEMENT 3 AND/OR SURVEYOR (AS APPROPRIATE)
i 2 I ~ b ~ ~ I 14,974 SF 20,831 SF ~ 3 3 ~ I RE UIREMENTS ARE MET. 20,831 SF ~ Q zo,379 SF III , f ALL APPLICABLE WAKE COUNTY
i ~ ~ ~ 18,855 SF 14,518 SF ~ 20' ~ I I i 6. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH
i 2 ~ SANIT Y SEy1F ; / ~ ~ R` EAS T ~ I 6~ I I I ~ I N CONROL ORDINANCES AND FLOOD HAZARD REGULATIONS. ~I V I I I SEDIMENTATION AND EROS 0
'MLLE H. ~ EVANCEIINE S. HOOD, ET AL j 18,28 SF / DB 2571 PC 26 it i / / ' ~ Tim`---~" • , L \ I I ' j' ~ -f. I ! I 1 1 I S UARE FEET OF IMPERVIOUS f I a- 1 I V I I I ~ IN PHASE I MAY EACH HAVE A MAXIMUM OF 2550 Q , I f-~•t"~ I 7. ALL LOTS
ZONED R-30 'P I ~ 2 t9. P.LN.0818 03-44-71 31 _ ~ ~`'""r I L I I ~ I.~ l _r• _1 1 ~ I~ •I 1 ~ 8 I I ~ ~ I, I I 1 I I ~ l F I FACE AREA WITHOUT THE ADDITION OF A STORMWATER MANAGEMENT DEVICE. IN NO I` I f ~ j I I I, f , V I I I ~~,1 SUR % IMPERVIOUS SURFACE. IN ORDER FOR ANY
oNE-FAMILr ~aDENCE 2D S10RM ` 1 ' ~ ) 1 1 1 I I I I~~ I I I 1 DRAINAGE I ~ I I I I CIRCUMSTANCES MAY ANY LOT HAVE OVER 30 I •j~ •I;. I ORMWATER MANAGEMENT J _f I I I I 1 I THE MAXIMUM IMPERVIOUS SURFACE OF 309:, ST
NANCY L. PAMITEA EASEMENT • ' 1 .t.•.I' •1" •.1.',h.• I I ! I I I i6 t~, s _ I - 59.78 I _f I I ~ I. MB 1988 PO 91 ' I, , ~ ~ ~ (•a.'.. ~ LOT TO UTILIZE I t _i ~ • .C a ~ MEASURES MUST BE PROVIDED FOR THE AMOUNT OF PROPOSED IMPERVIOUS SURFACE AR
I 20NED R-30 J. •I,•,~ ~ I I ~ I ~ - _ I. J.' J f P.I• I i I_ I l I I - P.LN. 0879.03-J2 3808 I_ BEYOND THE ALLOWABLE LIMITS OF 3300 SQ. FT, FOR LOTS 1-19 AND 2550 S . . f 1~ !
f. J j ~~1~4 ,i..h. l ONE-FAMILY RESIDENCE J ~F J - ~ I L 1 LOTS 20-52. I I • ?@ ~ N OF
?6 421,1M N825B t f (J i I ~ ' I ~4;•~. f' . J'~'••~ I -~I I _I I.I-~~ ~ ~ 4 ~ ~ II II S, THE OPEN SPACE PARCELS INDICATED SHALL BE USED FOR CONSERVATIO 8 09 3 ~ ~ gg ~ 6
5.88 96, ~t -t---t-- f ~ ~ 1 • 1. , f ..I ! ..1. J ~ , • I I f I I 1. NAS ~r ,,~1 N/s ~0 3 J l l I I I l l I~ '~'.i.'.F..J.. ..f 'h'.. I ~ 26 ~ ~ I ' I TURAL AREAS AND ARE NOT TO BE DEVELOPED. ~u~a+ .9 ~ I I 5 ~ NA ,
• ~ . } . I• f I ~ ,p~ NEw PRDVroENCE BM115T CHORCH ---}--f-:f---f--~--{-- I 'j NB 1982 PC dl6 1- I I I J NIF I I f I , ~ .j. ! I ~ ,~o° p0 2oNm A-~o N3T 11'32"E ~
ALAN BARRY h JOAN JANTZEN IOSTER ~I I -I I I M8 1986 PG 97 I i ~ ' EN SPACE ~k ~ ~y P.LN.%1067 G04~-52-WIT27 I I I I f I I l l IJ_,1 ~ 2T l-~ 21.96 1.00 ti
7DNm R-~a l I I I l l I I I I l I I I, J- 20 DRAINAGE P.LN. ae7B.o3-32-37D3 N 1 I I _I I I I • II.f ,J_L- I ~ 198,198 SF EASEMENT CENTERED N6?. S6~ • ~ w le. s>oxce~u as~w mss, ~
ONE-F,W1LY RESDENCE 157.64, I I ~ 1 r}.55 AC, ON EXISTING CHANNEL N81'27'p2"W ~ ~ ~ pro vc ~s ?8~ 20ED A-is
483,24' 'OS, ~ oix a~sa-ss-~~ 'S waµr
b" ~`D
N~ ROBERT A A SCNYA ti CURK
MB 1986 PC 9l 70NED P-3o HATCHED AREAS REPRESENT FLOOD / ~ ~ ~ ~ a~
Pore-~AkirJ~soE~cE HAZARD SOILS DELINEATED BY SOIL / sam+w[w+n~sue PROPOSED PUMP STATION
AND ENVIRONMENTAL CONSULTANTS, INC. ~ ~ ~~9'° HT. FM- D.6N. aalaaNSS-47m (PRIVATE) SEE S
/ N/f
N/F SOllIN90E ~fNTURES LLC / MB 2000 PC 1950 Irn 20NED A-15
THOMAS A. STEPHENSON A ~ENNATR B. ROBMSON N/F NB 1986 PG 98 GOY 1. 3 SMRLEY w. THOIIPSOH ' / " D.LN. DE7Q04-52-4860 ,n VNCNfI
ZONED R-3D ~ MB 1998 PC 2D81 P.I.N. 0818.03-J2-2591 N ~a ZONED R-30 o~
ONE-FAIRY RESIDENCE rp W P,LN, 0878.03-42-5421 /
ONE-FAMILY RESIDENCE a a,• PHASE I ~ ~ ~III~I I I I~ ~I II TOTAL ~ TA SITE DA
$ ' ~ sD N/F , ~ ~ ~ 35.82 AC. (1,580,110 SF) ~ ~ sourr+slDE VEN1URES Llc 20.82 AC. (907,076 SF) ~ n~ ~ , TRACT SIZE f
MB 2000 PG 1959 O ' 0678.03-43-5261 zoNEa R-15 ~ 0878.03-43-5281 i,3 3~ fis7n
P P.I,N. o~7s.oa-5z-aee9 ~ ~ P.LN. S - 7137 PORTION ~ ~~I. ~ ~ 4h %I s % (I'Olz I!~~N; I 0678.03_32-8320 vACANr 0618.03 44- ( ) ~ 0678,03 44-7137 (PORTION)
N~F ..1
DAMD R A DEOCRAN S. NEST ~ ~ MB 1986 PG 98 Q R-30 R-30 ZONING
ZONED R-30 `f n• . PJ.N.0678.DJ-32-2316 ~ ( /'j~~ VA ANT I I VACANT CURRENT USE C
- ~ I Y NCE I ONE FAM L RESIDE H A P lp / y ( NI F ~ ~ N SINGLE-FAMILY SUBDIVISION
/S ~ PEARL RAY E GCLDA F. wEAThERS ~ 1977 PC TJO r~n~RS PROPOSED USE SINGLE-FAMILY SUBDIVISION nF~~l Y ,'I,~ill~ll'~J I (CLUSTER) a (CLUSTER) ~ I
ZONED A-30 PJ.N. o67aD4-s2-1289 4305 SF (0.10 AC.} 1189
/ ONE-fAMLY AE80ENCE pN~ SR 1404 RIGHT-CAF-WAY DEDICATION 1559 SF (0,04 AC.) '.L'1f' n~ 51
/ ~o ~ PROPOSED LOTS LOT 24 IS A PART OF PHASE IQ
N/F / ~ RALPH D, k MARJORIE B SNYDER 3D % 51 4 = 51.94 MAX. N LOTS ALLOWED ~ , h, y, (3s.e2 Ac. x 1. 2 )
4B 1986 PG 98 ~ '0 ima ZONED A-30 ~ ~ y (20,82 AC. K tA5 - 30,19)
P.I.N. 0878.03-32-2272 /l T~ ~ ONE-FAMILY RESIDENCE 1.42 DU/AC. PROPOSED DENSITY 1.44 DU/AC. ' ~ ~
/ p~ c 12000 SF ~ 12,000 SF
~ ,a / f MIN. LOT SIZE
i ~ ~ ~ .p.~ SETBACKS
~ ~s . 15' 15 FRONT 15, 15'
~ / ~ ~ ~ / ~ REAR 5, 5' SIDE 15, 15'
CORNER 51DE 30'
~ ~ s: NAT ,~N ~ ~ MICHAEL WAITER ~ SAAMRA P. MINOR ~ FROM PERIMITER BOUNDARY 30 h, '115 ~,I 4s1 n;:) ~ 156,011 SF (3.58 AC.)
~ ~ MB 1986 PC 98 ~ k 20NED R-30 ~ q 90 708 SF 2.08 AC ) OPEN SPACE REQUIRED ~ ( ;;,,r~ si ~u~,i nr. ~ i~~ins~l u ~ 278090 SF 6,38 AC.}
P.LN. 0678,03-J2-2057 ~ 'C~ ~+s r M ONE-FAIIIIY AE90ENCf ~ 4 b~ 5.87 AC. ~'~~,~k ~H ~;F ~~-~i nl~, } riin~sl i ( OPEN SPACE PROVIDED 255,878 SF ( ) l
~ h. 1 8,09' ',I ('.,,N/ ~';.)(CUMUI nllbl j
g~ ~h ~ s ~f 2065 LF IH~~ II ~ 3920 LF
p0 • tip g, ~ ~ ~ SA r~ 9 0 ~r UNEAR FOOTAGE OF STREETS I
y J S ~ s 130,465 SF 2.995 AC.) 11';',:'uo ',I f 7 _s4(> nl..l ~ 232,665 SF (5.341 AC.) PROPOSED IMPERVIOUS SURFACE ( , ,~I RoAOS = a5,aoo sF
. 9 5 , ~jOd' ~ F9 5~ ROADS - 48,300 SF ROnU`, 59,.x( LOTS - 84,185 SF' I~)IG 62,?DU LOTS - 82,700 SF
~ ti 2 ~ 0 ~ 9 d~ ~7,• Q, 4 ~ p p0 T. I PERV. AREA - 130,485 SF ru! i~F'I Itv nRl n 1vJi~o SI ~ i0i, 1MPERV. AREA - 23L,885 SF r0 M PHASE AREA - 907,076 SF PlinsF Fllli n 6'~S,uS4 ~ TOTAL TRACT AREA - 1,560,110 SF
N7F n~ ~ I~~. ~L 0~ J wAnoN x PATSr w. sMITH ~ ti 0 y " 2715 SF~LOT X 31 LOTS-84,165 SF .`.SOb i,'lUl x iJls 61, 'DO `,I
MB 196s Pc se ~ ~'i ZONED R-30 ~~OJR~i ~J~ ~ S t
1- / P.l N. 0818.03-3 2960 ~ N 1 DNE-FAMILY RESIOFNCf ~~o ~ ~~~7 PROPOSED % IMPERVIOUS 14,4X ~ ` ~ 14.9X
F / 4$ 4 h S~ ~ p,N ~ 1~~y1
DEVELOPER OWNER CROOKED CREEK RESIDENTIAL PROPERTIES, LlC / R. STE, 201 201 SHANNON OAKS D ,
? 1' 4 R ~J~ CARY, NC 27511 PH. 919-485-3312
~ ~ ~ N ~ ~ ~ ~s FAX [phone]
MARNN 0. h DIANE T. PARRISH DB 5448 PG 955 ~ / p7 7 ATTN; JERRY RADMAN
ZONED R-JO J~ h ~,~~~fj ~ P.I.N. 0878.03-31-1601 ~f;' ~jFll i0c < ~
ONE-FAMILY RESIDENCE J~ ,~~B~,Q~Js,jj* tom-
0 ~ '!Q ~ 1B ~ 0 / Mg ¢ N~. l~ - ~H C'4R0
>s~ a7 rzi,~Hh ? ~~k QQ~~,,, a~q. ~ o ~ ~i o y~
-'~;7,%)e ~ R IJJ . ~ ~ '~ty00,,,,'s "
0 E
'A'bp ~ H ~
' / . 4B 4 kr~ ~ / unT ep n .11 C N TRUCTION _
A( \ \ v 1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE
40 WITH CURRENT WAKE COUNTY SUBDIVISION
a~ • EY 0•
P's \ 7 ~ 1a ORDINANCE AND NCDOT STANDARDS & SPECIFICIATIONS.
Sheet No.
to B Designer Scale No, Revision ~a JTAZW&R 1100' WITHERS R"ENEL IERALL SUBDIVISION PLAN 11 ENGINEERS I PLANNERS I SURVEYORS C-1
Drawn By Date JOHNSON POND WEST S/D - - - 8DH 8/01 03 - OVERAI 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.coni
- - - - Checked By Job No. WAKE COUNTY NC
BUH 202109.1

- _ -
SITE CONSTRUCTION DR WAKE COUNTY, N WAKE COUNTY PROJECT # S ~RAWI NGS FOR
NC
- # S-2 6-0 3
INDEX OF SHEETS
OVERALL SUBDIVISION PLAN SHT C-1
PHASE I SUBDIVISION PLAN SHT C-2
UTILITY PLAN SHT C-3
i i , a
\ GRADING & STROM DRAINAGE PLAN SHT G4
-I I / I\ I EROSION CONTROL PLAN SHT G5
RO i o H14LjOP- L. I ~ ~ NEEDM RE R~q 1 ~ I i (SR 13831
- 1 ~ R001 PLAN & PROFILE - SHT 1 OF 2 SHT C-6
~ x " ~tOP" 1 o N~~., I
o I~
I\ R001 PLAN & PROFILE - SHT 2 OF 2 SHT C-7
~ I o _ \
I
I~ I~ I R002 & R003 PLAN & PROFILE SHT C-8
I~ ~ SANITARY SEWER LINE B -PLAN & PROFILE SHT G9

` q ~ ~ 1 - j, r SANITARY SEWER LINE C & LINE D -PLAN & PROFILE SHT C-10
I I ~ 1 _ ~ ~ - STORM DRAINAGE & BASIN DETAILS SHT C-11
_
- + ~ ' l
i . ~r i EROSION CONTROL DETAILS SHT C-12 l
R, j,~ il ~~It~ ~
1 ~ ~ n ~ ~ ~ ~ UTILITY & ROADWAY DETAILS SHT C-13
i ~
~ i ~ _
Y `104 \ I WELL HEAD DETAILS SHT- WI
= FUTURE / Q~~~,, - ~ Yy~~ \ PUMP STATION SITE PLAN SHT FM-1
3 PHASE I I ~ ~ f -
FORCE MAIN PLAN & PROFILE - SHT 1 OF 6 SHT FM-2
i'~,
~ . ~ _ FORCE MAIN PLAN & PROFILE - SHT 2 OF 6 SHT FM-3
~ ~ ~ ~
FORCE MAIN PLAN & PROFILE - SHT 3 OF 6 SHT FM-4 i
~ i
1, v ~ j FORCE MAIN PLAN & PROFILE - SHT 4 OF 6 SHT FM-S 1
i~ ~ ~ y, F-', FORCE MAIN PLAN & PROFILE - SHT 5 Of 6 SHT FM-6
f ~ ~<,A
~ ~ - , 'A -r 1, FORCE MAIN PLAN & PROFILE - SHT 6 OF 6 SHT FM-7
- ` ~
` - '~,1 ~ \
- II
N-
~ - \ I
- ,r_
LEGEND J
7
DESCRIPTION EXISTING PROPOSED
INTERMEDIATE CONTOURINTERVAL VICINITY MAP
INDEX CONTOURINTERVAL 1"=~OO' DEVELOPER/APPLICANT
RIGHT OF WAY LIMITS - - - - - - -
ROADWAY CENTERLINE - -
CROOKED CREEK RESIDENTIAL PROPERTIES, LLC
CURB & GUTTER - - - - - - -
SANITARYSEWERFAQLITIES --~--FS~-- -P$~'"~-
STORM SEWER fACIUTIES ~ -s W' T ~ ~ Q ~ R DV
V E N E L 201 SHANNO RO NC 21R5 1E, SUITE 201
WATERLINE 90L-84-EK PWL-*4-PWI ¦ ¦ 0 ¦ ¦ ' 'ML AF ma w ' TELEPHONE: OFFICE [phone]
FIRE HYDRANT ASSEMBLY ENGINEERS SURVEY I PLANNERS I ~ R V E Y O R S FAX: [phone]
FENCING STRUCTURE -0-0- -0-0 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone]-6008 www.withersraveneLcom ATTN: JERRY RADMAN
WOODSLINE /YY YY Y1 N/A
i WATERWAYS - NIA
i
SILT FENCING N/A--i~-~~
i