20041293 Ver 1_COMPLETE FILE_20040804

Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 15, 2004
Johnny Watson Builders, Inc.
933 Old Night Road
Knightdale, NC 27545
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1293
Wake County
Page 1 of 3
Subject Property: Phase 2, Tanner Creek S/D, Latigo Lane, Knightdale, NC
UT to Marks Creek (Lake Myra) [03-04-02,27-38, C NSW]
Approval of 401. Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 130 feet of streams and 10,362 square feet (ft2) of protected riparian buffers
for the purpose of constructing a road at the subject property, a? described within your application dated
August 4, 2004 and including additional information received bye the N.C. Division of Water Quality
(DWQ) on August 26, 2004. After reviewing your application, we have decided that the impacts are
covered by General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows
you to use Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE). This
letter shall also act as your approved Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 2B .0233. In addition, you should obtain.or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited
to) Erosion and Sediment Control, and Non-discharge regulations. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your application shall expire
upon expiration of the 404 Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved - The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts
are approved including incidental impacts:
Amount Approved Plan Location or Reference
(Units)
r
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hftp://h2o.enr.state.nc.us/ncwetiands
None Carolina
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Johnny Watson Builders, Inc.
Page 2 of 3
October 15, 2004
Stream 130 (feet)
Buffers 10,362 (square ft.)
2. Erosion & Sediment Control Practices. - Erosion and sediment control practices must be in full
compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur
in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-
Construction Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices, shall be performed
so that no violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and erosion
control measures shall not be placed in wetlands or water to the maximum extent practicable. If
placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of
Land Resources has released the project.
5. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality
Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Diffuse. Flow - All constructed stormwater conveyance outlets shall be directed and maintained as
diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re-
concentrate before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this
is not possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
7. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands
Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification
may be modified as appropriate to suit to this project.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.

Johnny Watson Builders, Inc.
Page 3 of 3
October 15, 2004
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail ServicerCenter,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you-ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
AWK/bz
Enclosures: GC 3402
Certificate of Completion
Sincerely,
Alan W. Klimek, P.E.
1`\
cc: Sean Hein, Blackburn Consulting Engineering, 234 E. Main Street, Clayton, NC 27520
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 041293
oq-11° 3

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 18, 2005
Regulatory Division
Action ID No. 200421466
SUL
MAr 2 2005
Johnny Watson Builders, Inc.
Attn: Mr. Johnny Watson
933 Old Night Road
Knightdale, North Carolina 27545
Dear Mr. Watson:
WMM AND s I? A k
On August 4, 2004, Mr. Sean Hines with Blackburn Consulting Engineering,
applied for a Department of the Army (DA):permit on your behalf to authorize the
placement of fill material into 130 linear feet of an unnamed tributary to Tanner Creek in
the Neuse River Basin, associated with the construction of a residential subdivision,
Tanner Creek Phase Il, located southwest of Wendell, Wake County, North Carolina. On
September 3, 2004, during a telephone conversation with Ms. Jennifer Burdette of the
Raleigh Regulatory Field Office, Mr. Hines was notified that the application was
incomplete and wetland data forms were required to support the wetland delineation
conducted for the property. The data forms were received in our office on October 29,
2004, and authorization to proceed with the placement of fill was granted on December
13, 2004.
It has come to our attention that on June 24, 2002, a permit was issued for the
placement of fill into 0.04 acres of forested wetland and 127 linear feet of stream channel
associated with a previous phase of Tanner Creek Subdivision. Nationwide Permit
General Condition 13 mandates that any other nationwide permits used to authorize any
part of a proposed project must be included in the notification. The application of August
4, 2004, did not include prior history associated with your project and therefore, was
inaccurate and misleading.
Nationwide Permit General Condition 19 states that mitigation will be required
when necessary to ensure that the adverse effects to the aquatic environment are minimal,
and it requires compensatory mitigation at a minimum 1:1 ratio for all wetland impacts
requiring a preconstruction notification application (any impact in excess of 0.1 acre of
wetland or any impact to stream channels for nationwide permit 39). Due to the
cumulative impacts associated with your project, you are hereby required to provide
compensatory mitigation at a 2:1 ratio for the placement of fill into 130 linear feet of
stream channel associated with Tanner Creek Subdivision Phase H. You must submit a
compensatory mitigation plan to our office for review no later than April 1, 2005.
Our office depends upon our applicants and their consultants to provide us with
honest and accurate information. While it is possible that your omission was a simple
oversight, please be aware that it is your responsibility to insure that all information
provided to the U.S. Army is complete and accurate. Any further discovery of misleading
or inaccurate information supplied by you or your consultant will result in a direct
referral to the Department of the Army Criminal Investigation Command.
Should you have any questions related to DA permits for this project, please
contact Andrea Wade at 919-876-8441, extension 31.
Sincerely,
fbf2kanB. Manuele
Regulatory Chief,
Raleigh Regulatory Field Office
Copy to:
Special Agent Scott Wilk
3rd Military Police Group CID
Building 8 1221 Randolph Street
Fort Bragg, North Carolina 28307
Criminal Investigation Command
Raleigh Fraud Resident Agency
5000 Falls of the Neuse Road #406
Raleigh, North Carolina 27609
Blackburn Consulting Engineering
234 East Main Street
Clayton, North Carolina 27520
Division of Water Quality
Attn: Mrs. Cyndi Karoly
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
SENDING CONFIRMATION
DATE OCT-19-2004 TUE 13:53
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 7 /7
START TIME : OCT-19 13:49
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Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Permit, Program Development and
't'ransportation Permitting Units
Street Address: 2321 Crablrw Boulevard, Suite 250
Raleigh, NC 276042260
Meiling Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #h. 919-733-1786
Fax 0: 919-733-6893 p
Fax To: 5 Fax # ' 3-'7 za d
Company: Date: 10"l a'0q
Number of pages inelurling cover sheet:
Notes or special instructions:
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Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
August 26, 2004
NCDENR - DWQ
Parkview Building
2321 Crabtree Boulevard
Raleigh, NC 27604
Attn: Mr, John Dorney
RE: Tanner Creek Phase II DWQ# 04-1293
WETLANDS/ 401 GROUP
AUG 2 6 2004
MATER QUALITY SECTI0,V
Dear Sir:
Enclosed are 7 copies of construction plans forTanner Creek Phase II Subdivision.
Revisions have been made according to your comments as follows:
1. Level Spreaders are to be used to disperse water along the Neuse River Buffer and
other areas where there are not already natural ditches or other conveyances. The
"other" kind of storm water conveyance is actually a temporary sediment basin
with a temporary diversion ditch leading to it. There are no ditches or storm
water devices on that side of the road, it is in a fill section and storm water will
just sheet from the road down the hill. The construction plans have been provided
to show the details of the drainage on the site.
2. Easements will be shown around all ditches, level spreaders and streams on the
record plats. Restrictive Covenants will address these easements and buffers.
Sincerely,
Sean P. Hein, PLS
0 e `1
SEEN."

?OF W ATRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 13, 2004
DWQ Project # 04-1293
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Johnny Watson Builders, Inc.
933 Old Night Road
Knightdale, NC 27545
Subject Property: Tanner Creek Phase II
REQUEST FOR MORE INFORMATION
On August 4, 2004, the Division of Water Quality (DWQ) received your application dated August 4,
2004 to impact 130 feet of stream and 10,362 square feet of buffers to construct the proposed access road.
The DWQ has determined that your application was incomplete and/or provided inaccurate information
as discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject propegy. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information'so that we may continue to review your
project.
Additional Information Requested:
1. Diffuse Flow
You stated within your application that level spreaders will be used adjacent to buffers "where topo
allows". Sheet No. 3 of your plans depicts three level spreaders and some other kind of stormwater
conveyance (not labeled) at the proposed road crossing. Diffuse flow of all stormwater is required
for this project under 15A NCAC 02B .0233(5). It is not clear to the DWQ that your proposed
project will comply with this requirement. Please provide plans and calculations to show that
diffuse flow will be achieved through the entire buffer for the subdivision. If it is not possible to
achieve diffuse flow through the entire buffer, then it may be necessary to provide stormwater
management facilities that remove nutrients before the stormwater can be discharged through the
buffer.
2. Deed Notifications
Please note the Deed Notification and stormwater easements will be required for all lots containing
wetlands, streams, buffers or stormwater devices.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650.
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Internet: httr)://h2o.enr.state.nc.us/ncwetlands
NorthCarolina
Natwallb(
An Equal Opportunity/Affirmative Acton Employer- 50% Recycled/10% Post Consumer Paper
Johnny Watson Builders, Inc.
Page 2 of 2
August 13, 2004
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Bob Zarzecki or Mr. John Dorney at 919-733-1786 if
you have any questions regarding or would like to set up a meeting to discuss this matter.
ohn Dorney,
)WO. Wetlands / 1 JUnit
JRD/bs
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean Hein, Blackburn Consulting, 234 East Main Str6et, Clayton, NC 27520
Filename: 04-1293 Tanner Creek Phase 11 (Wake) On Hold

041293
Blackburn Consulting Engineering//
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
August 4, 2004
t Fri 017 i r;;
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AUG 0 4 10^4
tI ER QUALI 1 r O; C P
US Army Corps of Engineers NCDENR - DWQ
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Attn: Ms. Amanda Jones Attn: Mr, John Domey
RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules.
To Whom It May Concern:
On behalf of Johnny Watson Builders, Inc., I am submitting an application for 1
stream crossing for a roadway. Enclosed you will find an application with supporting
maps, a copy of a USGS map of the area, a copy of the Wake county soil map, an agent
authorization form from the owner, and a check for $200 for the 401 certification.
This crossings is necessary to access all the property. Please contact me
immediately if you have any questions or concerns with this application.
Enclosures:
1. Application
2. Wake county soil map
I NCGS Quad map
4. Check for $200 payable to NC Division of Water Quality.
?
Sincerely,
A
Sean P. Hein, PLS e,r
tl

Office Use Only' Form Version May 2002 12,93 USACE Action ID No. DWQ4A
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Johnny Watson Builders INC
Mailing Address: 933 Old Night Road Knightdale NC 27545
Telephone Number: Fax Number:
E-mail Address:
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: SEAN P. REIN
Company Affiliation: BLACKBURN CONSULTING ENGINEERING
Mailing Address: 234 E. MAIN ST
CLAYTON NC 27520
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
III. Project Information
Page 5 of 12
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: Tanner Creek Phase 2
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1773.04-73-1538
4. Location
County: WAKE Nearest Town: Knightdale
Subdivision name (include phase/lot number): Tanner Creek Phase II
Directions to site (include road numbers, landmarks, etc.): Take Poole Road to Lati og_Lane.
Project starts at end of existing road.
5. Site coordinates, if available (UTM or Lat/Long): Not Known
(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):
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed TributM (stream)
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: WOODED VACANT
10. Describe the overall project in detail, including the type of equipment to be used:
ONE ROAD CROSSINGS FOR A 29 LOT SUBDIVISION. STANDARD GRADING
EQUIPMENT WILL BE USED. STREAM CROSSINGS WILL BE PIPED.
Page 6 of 12
11. Explain the purpose of the proposed work:
THIS CROSSING IS FOR ACCESS TO PORTIONS OF THE PROPERTY
OTHERWISE INACCESABLE.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
NO OTHER REQUESTS ANTICIPATED. AN APPROVED SUBDIVISION PLAN AND
LAYOUT EXIST ON THIS SITE.
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: PROPOSED IMPACTS ARE FOR
Page 7 of 12
STREAM CROSSING ONLY. NO OTHER WETLAND IMPACTS WILL BE MADE. THIS
CROSSING WILL BE PIPED.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 FILL 0.0298 Not FEMA designated In stream Stream fill(not a wetland)

* 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 athU://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) 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: 0.3082 acre.
Total area of wetland impact proposed: 0.0298 Acres (stream impact - not wetland)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 CULVERT 130 UT- 10' 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.usgs.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgpguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 130
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

List eacn impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
ACCESS TO PROPERTY LOCKED BY STREAMS. NO OTHER ACCESS TO THIS
AREA WITHOUT A STREAM CROSSING SOMEWHERE. THE CROSSINGS HAVE
BEEN DESIGNED WITH MINIMAL IMPACT.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). 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.ne.uL/vLrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):_
Page 10 of 12
IX.
X.
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 X
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 ?
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 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes X 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* square Impact Multiplier Re
1 6910 3
2 3452 1.5 5178
Total 10,362 25,908
* Zone 1 extends out 30 feet perpendicular from near bank of channel;
additional 20 feet from the edge of Zone 1.
v?
V
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration d). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or
.P
a ment into the Riparian Buffer Restor 'on Fund: n
XI. Stormwater (required by DWQ) U` tiv
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
EXISTING IMPERVIOUS AREA IS 0%.WAKE COUNTY ALLOWS 15% IMPERVIOUS
UNDER ZONING. THIS IS UNDER THE STATE AMOUNT FOR NITROGEN CONTROLS.
LEVEL SPREADERS WILL BE ITSFD AT)JAC'FNT TO PTTFFR7?C 11rrM1D 1:7 rn,?n
X11. 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.
INDIVIDUAL PRIVATE SEPTIC SYSTEMS
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
.` Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
.;ul ;3U U4 10t4ya JonnnU Watson Builders 818-266-6663
JUL,30-04 12i29 FM SLRCkBURN CONSULTING ENG 91955$7298 11-01
Blackburn Consulting Engineering
234 fast Main Street
Uayton, NC 27520
Phone' (919) S53-2900
Fax: [phone]
Pte Project; Tanner Creek Phase 2
To Whorn it May Concern.
(, the current pro.v owner, hereby designate ar?d authorize Mackburn
Consulting Fngineer1119 to act on my behalf as my agent in the processing o"permits and
applications, to furnish upon, request supplemental information in support of permits and
Ett.Yalicetionc, ect. from thi$ day forward. -The 30 day of July 2404
Johnny Watson
Pritnt Name
p.1
Si

SITE DATA
PIN - 1773.04-73-1538
OWNER - JOHNNY WATSON
933 OLD KNIGHT
KNIGHTDALE, NC
TRACT AREA - 44.65 AC
NUMBER OF LOTS - 29
AREA IN R/W - 2.67 AC
BUILDERS
ROAD
27545
MIN LOT SIZE - 30,068 SF
AVE LOT SIZE - 63,062 SF
ZONING - R30
0 1000 2000 3000
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SCALE IN FEET
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TANNER CREEK PHASE 2
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SITE DATA
PIN - 1773.04-73-1538
OWNER - JOHNNY WATSON
933 OLD KNIGHT
KNIGHTDALE, NC
TRACT AREA - 44.65 AC
NUMBER OF LOTS - 29
AREA IN R/W - 2.67 AC
BUILDERS
ROAD
27545
MIN LOT SIZE - 30,068 SF
AVE LOT SIZE - 63,062 SF
ZONING - R30
0 1000 2000 3000
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SITE DATA
PIN - 1773.04-73-1538
OWNER - JOHNNY WATSON
933 OLD KNIGHT
KNIGHTDALE, NC
TRACT AREA -- 44.65 AC
NUMBER OF LOTS - 29
AREA IN R/W - 2.67 AC
BUILDERS
ROAD
27545
MIN LOT SIZE - 30,068 SF
AVE LOT SIZE - 63,062 SF
ZONING - R30
0 1000 2000 3000
SCALE IN FEET
RICHARD ON RD
SR 2 04
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OCT
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. Ross, Secretary
Division of Water Quality
October 5, 2001
Brad Suther
Soil and Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614,
.. NOON NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Neuse River Basin Riparian Buffer Rules
NBRRO 01-250
Poole Road Site
Wake County
Dear Mr. Suther:
This letter will serve as confirmation of the buffer determinations made by S&EC at the subject
property referenced by the Raleigh Regional Office as NBRRO 01-250.
The features represented on the Wake County Soil Survey and the USGS Quad map were
evaluated on October 4, 2001 to determine their subjectivity to the Neuse Buffer Rules. Seven
features are shown on the aforementioned maps within the property boundaries. The features A,
B, and E (Flag #NBR01) on the attached map are 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. The features C, D, F, and G are not
subject to the Neuse Buffer Rule.
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 of if you have additional
questions, please do not hesitate to contact us.
Si er y,
Clars Brown
wn
Environmental Specialist
cc: RRO/John Dorney
h:/neusebuf.let/nbro 1250
1628 Mail Service Center, Raleigh, NC 27699.1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper'
1 - ?
1000 2000
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D FEET
>ATUM OF 1929
MULTIPLY BY 0.5048
,uRACYSTANDARDS
25286, DI;NWR. COLORADO 80225
NCa
QUADRANGLE LOCATION
1 Wake Forest
1 2 $ P Roksvwe
3 SUVA Wed
4 R.Wah East
4 5 6 Zabuton
6 Gamer
7 Clayton
6 7 a d Flowers
AD. JOINING 74' QUADRANGi£ NAMFS
Primary highway light-duty road, hard c
hard surface ........ improved surface ......
Secondary highway
hard surface ........ Unimproved road ......
0 Interstate Route C3 U.S. Route O S
rZV°
A141W01 KNIGHTDALE, NC
19913
NIMA 53551V SW-SERLES V842
JL 4J
NiERgR•GEOLOGICAL SURVEY, RESTON, VARINM-I
ROAD CLASSIFICAtION

n(ISRR+D Of I lij ID
¦ Complete items 1, 2, and 3. Also complete A.
item 4 if Restricted Delivery is desired. X
¦ 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.
Article Addressed to:
Johnny Watson Builders, Inc.
933 ®1d Night Road
Knightdale, NC 27545
DWQ# 04-1293 - Wake
? Agent
of
Isldelivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
K Certified Mail ? Express Mail
? Registered 0 Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7001 2510 0009 0250 6994
(Transfer from service label)
De G.,..,, S4ft11 Doti. ?,, 'nn n ,e?rc Rote. RnrniM ,noc.
UNITED STATES POSTAL SERVICE
r
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box*
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage 8? Fees Paid
Permit No. G-10
2'1tcrG4r #t $'E Pa ?. ov 111111it44l

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DWQ# Oq -OA-L, Date G? 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.
? 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 copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
0 Qe-'e- - . ID>
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RICHAR oN RD 26 82 4 612 ~ .95A 99 44 ,~ti 0.71A 22
SR 2 04 ~1 j~ q~ yP ° 3.31A (p ~ 3~ 2~2 ~ ~0 2615 . .
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VICINITY MAP 4 ~ ~~,`b , \
1'=1000' ~~~~~~18 ACRE 611 ~ ° ~ 250.62' a 6 z
SITE DATA 2q8
~J~R ~N ~ 3 7 ~ ~ h o ~
' PIN - 1773.04-73-1538
OWNER - JOHNNY WATSON BUILDERS INC 933 OLD KNIGHT ROAD 5267q 8' N~vS g, N~~SE R S 66'2 g4 ; 03 ACRES ~ U w a
J
KNIGHTDALE, NC 27545 ~ •85 ACRES , 3 < 38~, N ~ ~
TRACT AREA - 44.65 AC ~ N N S 300
NUMBER OF LOTS - 29 7843 `5839
AREA IN R/W - 2.67 AC 8`392 N 88° 1 1 '57"W 497.43' ~`b°j SRS ~ ~~32 ~ rn
MIN LOT SIZE - 30,068 SF O v '39' ~ ~ ~ 6 380 63 cb 38 7 U
AVE LOT SIZE - 63,062 SF DONALD & EDITH COOKE N
ZONING - R30 1773537843 ~ S ALL LOTS ARE TO BE SERVED BY INDIVIDUAL R-30 5839 ~A )8 Op.1.06 ACRE G~h G'~ S s9 qC \3j ~ ~ S
39 8~9 R 82°08'49 "E ~1 ~2 62 7.2 7198.00' a~
WELL AND SEPTIC SYSTEMS.
2 n 1.33 ACRES 3 F 9a 0~ 39.SOA
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NOTt: ALL LOTS WITH ~Ic SHALL REQUIRE A FLOOD ~ O F R
*60 ~s>. )9 ~2 ~ S S8 4 7,8 ~S o° .hm S86 n' o~
HAZARD AREA USE PERMIT. ~ O ~ THE FOLLOWING LOTS SHALL BE EVALUATED BASED ~G
1.14 ACRES ^ 0 19, "
ON THE FLOOD STUDY BY BLACKBURN CONSULTING ~ N 39 O 7 °j . ~ oo ;n
ENGINEERING. t^~ ~ 29 o n
N 58339S h ~ A ~9~ ~ ~ 98.00' o
LOTS 45 -49, 55 & 56 3'902 S S8• 4 83 ~S ~~S ~o N 82`08'48., vi
THE FOLLOWING LOTS SHALL BE EVALUATED BASED
ON FLOOD HAZARD SOILS AS DETERMINED BY ~ 1.53 `39 ~ x.28 W Cat I 1.53 ACRES ~ p `O
SOILS & ENVIRONMENTAL CONSULTANTS. FLOODPLAw PER FLOOD ~ p ~9c = U
~Z SOILS ` 59* oo o~• S Sir RFS ~ W z
<1965) ,
^`b p^ ~ S8`3 7 ,`S' rn Qi w

R ~ o~~ 3A WILLIAM M. HINNANT p" x
S 84°23 49 "E 54 N `;9 29, 29' aj Q e~~~ F ~C 1773830873 ~
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CURVE RADIUS LENGTH CHORD CH.BEARING sao ~2
S 5 W¢
58
C-1 450.00' 80.11' 80.00' S 16°48'03"E R~JER S S 45 F 623 ~c~'FS A W~
C-2 450.00' 182.22' 180.98' S 00°06'02"E ~c~E 4.62 gCRE RE ~•Spq 839 O ~Q8 ~S~ o~ ~ Cjj ~ x
C-3 250.00' 100.68' 100.00' S 23°02'13"W NE
C-4 250.00' 68.06' 67.85' S 42°22'24"W ' CLARENCE & KRISTIN TO ~
C-5 836.67' 183.45' 183.08' S 43°53'29"W »3522719 S 86°12'42"W ~ 47 cRF O ~ s ~c~'F ~ ~ W °
C-6 836.67' 91 .43' 91.38' S 34°28'47"W R-3o N gUF 583.61' 2 0 o° 1.47 ACRES RS620 83 ~46 * 66 S d7 R'
:C-7 707.69' 128.34' 128.36' S 21°31'35"W
C-8 707.69' 20.26' 20.26' S 15°30' 10"W w ~VSE R~ 5~'I` ~ •26 ACRES o~ o ~ RAVER m 2 F ~ o WETLANDS/401 G Z
C-9 1225.00' 98.94' 98.91' S 12°22'08"W ~ o
C-10 1225.00' 100.10' 100.07' S 07°42'52"W S g6°12'42'~W 570.00' N`~ o ~ ~ ~ ~ ~ AUG 2 6 2004
C-11 1175.00' 92.65' 92.63' N 07'37'22"E w t1BUC WHiERQUALITYSEC 1
C-12 25.00' 30.66' 28.78' N 45°01'14"E c0.i o 56 1'74 A~ES
C-13 25.00' 21.03' 20.41' S 63°26'20"E ~ N ~FJ r '~~.y.~ ' ~J~ JAGE "EASEI fEN~'~:- ~
C-14 50.00' 42.92' 41.61' S 63°56'02"E ~ ~ V F ~
~ j ~ e o, ~,g2~ p ~~DED AREA IS FLOODPLAIN AS DEFINED BY REVISIONS:
C-15 50.00' 28.36' 27.98' N 75° 13'48"E ~~VER
C-16 50.00' 63.36' 59.20' N 55' 10'35"E rlE X29 ~.p, .oG FLOODSTUDY PERFORMED BY BLACKBURN
C-17 50.00' 35.00' 34.29' N 01 ° 10'38"W ~ F/~ " 4 B~~ ~ CONSULTING ENGINEERING.
C-18 50.00' 35.00' 34.29' N 41 ° 17'04"W ACRES q.g5 • °o,~
G~~9 C~ 3 N FLOODPLAIN PER FOOD
C-19 50.00' 64.91' 60.45' S 81°28'09"W ~ p, Ha ~ 153.25' id, S ~~`26 !y,~.~~ ^ SOILS AS DEFINED BY SCALE:
C-20 25.00' 21.03' 20.41' S 68°22'18"W ~ 2.71 ACRES ~ ~
C-21 25.00' 44.60' 38.92' N 36°25'32"W a14 ~5 F S 84°23'49"E v ~ 50 098 ACRE ~r~-q ~ SOILS & ENVIRONMENTAL 1"=100'
C-22 657.69' 120.54' 120.37' N 19°5559"E iv NEUSE o , Oak 422.26 ~ CONSULTANTS DRAWN BY:
C-23 657.69' 70.78' 70.74' N 28°15'59"E ~ 0 306.00' 1753 8' ~'~~4 N 2 N 85°36'21.,W Dwa
C-24 786.67' 35.12' 35.12' N 32°37'42"E 331,pg' z° o ~ ACRE 54 °
C-25 786.67' 95.59' 95.53' N 37°23'18"E 302.32 v 0 0.6 00~' N 6988~4g 51 0,82 ACRI goo o goo zoo soo DATE:
C-26 786.67' 97.59' 97.53' N 44°25'24"E iao C-27 786.67' 30.15' 30.14' N 49°04'30"E 6/28/04
iaoc~62 71RE N 0° 52 0.69 ~ E2~ * ~ 57.38' ~ PROJECT N0.
~_~~8 X00 00; 68.00; 66.97' N 30°46'46"E JODY CHAMBLEE (i ~ 84 23 ~ g "W " W 453.g4~ N 84.23,49„~ Scale 1 " = 100
W 1400. ~ ~ J-507
C-30 25.00' 42.32' 37.44' N 72°51'35"E 1773616645 LEGEND
C-31 260.00' 87.78' 87.36' S 68°19'21 "E R-30 ~ XIS T' 1 IRON PIPE SHEET
C-32 210.00' 67.12' 66.83' N 67°48'25"W WILLIAMS ~ ~
C-33 25.00' 29.12' 27.50' N 25°17'07"W
CE & ASSOC., P.A. ~ NEW IR
C-34 500.00103.02' 102.83' N 02°10'41"E C-35 707.69' 57.06' 57.05' S 29°02'22"w Professional Land Surveyors
P.O. Box 892, Zebulon, N.C. 27597 Phone [phone] of 6

G
, ~ ~,J, ~
10@6"X3 4" / 2 #4 BARS 0.~ .v-
BOLTS AROUND 2 #4 BARS W/ 2 NUTS V RTS
CUL E ~ ~
1.5' 1,5 E ~ OP ~ ;,y . 3
q 5~ >r a n r , ` 72 72 4.0 'l „ ~ 0 P ..o P 0 ~ ,,d
6.0 TWIN 72 CMP CMP CMP
° 2.0' l 1 V ~l~ ~~flltliiir~~ G~ V
° 1.5' 1.5 ~ 0 1 J ~
~ 1
12" > ,
3 6 4 6 3 V
NOTE: 1 10 BOLTS SHALL ATTACH EACH CULVERT TO COLLAR !Y~ V
2 CLASS 1 RIP RAP SHALL SURROUND
SLOPE COLLAR FOR MIN, OF 3 IN 5 W v
ALL DIRECTIONS. w
TY ~ QU HOUSE ~ ~ ~
BUILDERS INC I
177374 ~ ~
R- 317 ~ . Wwo
w~^
~ 32 ~ 4.4 a~~ L'3h~rn
65 rn ~ Z
P Hz
SC 150 ~ ~ U~'' C LINING ~ Z ~
T H ~ DI C w n DITCH W/
V STRAW & ACK STRAW & TA K 3 ~ F' Z
C ~ ~ O 05. 2 SC150 O
1 ~ f LINING w O
S S 6 ~ ~C ~
U ~ ~ ~ DITCH W t~ U I
STRAW T ~ ~ & ACK y
F~ ~ C150 ~
0 + LININ ~
9,psp s' ~ ~ 1
~ ~o~s ~ 2
2 6 3 ~ ~ 6,S
DO T & EDI KE 38 ti ~ U ~C125 50 ~
1773537843 LINING ITCH W/ 4 RO
R-30 STRAW & TACK Pe 3
3
TArLOrt W . CH e / ~ g ass
~ o oM o.sq
2 w/
40 15p ~r 6 ~ NIN G
SC150
LINING
cA CA
G
6 r;
4,
G
ITCH w
s w & TACK
c1z5 4
LINING
FLOODPLAIN PER FLOOD r<.r U
9
SOILS
~ ~ a
GE W ,~P a Q
pRP WILLIAM M. HINNANT a a
sc15o aL~ 1773830 7 x $3
o LINING 2 ~ R_ ~ E 30 W
9 p+~ A + ~S 44 ~ z
~ ~ ~ 2~ , 0u~ + ~ o u ~ ~
2 sT J P ~.m~~, S J P ~ F"
56. Q e- 9 58 0 T o Q 283. ~ 0 9 ~ ti ~
~ ti° ~J gs F ai R F ~
CH 5 ~01'f 45 ~ s ~ z
® O.Sq OM..._, A z
W/ SC15 LINING U 281. x 9
177 52 719 0 4 7
R 30 W
3 DITCH / 46
J
27 Q ~ 5, V
- o~ I
28r No N n
ALL SOTS ARE TO BE SERVED BY INDIVIDUAL x2 » o,s z AFRO 0 O
WELL AND SEPTIC SYSTEMS. N N~ N r' fu
4, 1 0 PUBLIC k AGI;
5 M 6 V ~y~ T
8 .3 0
W N F W Q 0' REVISIONS:
R E V r R ` ; ~ S D AREA IS FLOODPLAIN AS DEFINED 9
m l % FLOOD DY PE ACKBURN F F
2 LEV SEDIMENT BASIN . SULTI NGINEERING.
s DE
LIP 15 DITCH W LINING / F K tiT
1~1 LINING LEVEL SPREADER is aR~ Pt1~~ 9X5 2 150 STR SCALE: LINING 292.
=13" S rr > I' 1 =100
APRO GRAVEL CONSTRUCTION ENTRANCE FLOODPLAIN PER FLOOD 50
S u E ILS AS DEFINED BY
c12~ ~ SO DRAWN BY: C125 & ENVIRONMENTA
W & TACK LINIP DITCH W SC150 LINING SC150 DWB LINING CON LTANTS
54
DATE: 51
ITCH W GRASS DITCH W STRAW & TACK ~ STRAW & ITCH W / 302. s zs o4 ~k / / STRAW & TACK 52
282 27 .1 2.1
fop ~t~ 289. ~ PROJECT N0.
1 ININ DITCH W C 25 L G JODY CHAMBLEE . 3 J-5a~
~ RIP RAP ENERGY DISSIPATOR 73616645 R-
SHEET
SILT FENCE
294 .3 ioo zoo soo ^
t TEMPORARY DIVERSION DITCH
} Sc le 1 100 ~
OF 6

G
i ~ ° c, ~ ~ v - r
'V = oJ3 i
J 4 0 •,o
P CQ Q ~'~r
-l ~ Prltlt9t~~ \ 1 / Dc~ 3 N
i ~ 1 ~ ~ ~ ~ ~ ~1
~ 0 1 J 1
Q C'J
~ ~
1 ~
W 5 ~ ~
w
QU TY HOUSE ~ ~ ~ ~
BUILDERS INC I
177374 ~ ~ ~
R- 31'~ h ~ 50 X20 X6 URGE W W o
TONE CO STRUCTION W ~ ''1
~ 3 ~ 24. NTRAN 4 L7 F~~ 65
A, ~ z
2' S1 E'~ ~'U~ IMITS OF # a~z~
DISTURBED TEM ORARY ~ v
AREA DIVE s1oN 3 7 F z
DITC ~ ~ o 05.2
LI S OF ~y ~ ~ DI TURBED W ~
5 6 O ~rn ~ AR ~ a ~t
~~v DO & EDIT KE U c~ I
~ ~ Z
B9 ~ rn # ~
9 ~ ~ 1""I
6 ~ x 3
8 TEMP ~
j 1773537843 T PORAR S6 1 ` DIVERS ~ di DI ION
R-30 DITCH ~ 3 ~ ITCH
3
ja~I.D~ W ~jCN ~ - ~ 9 SS~
. ~ ~ BO 0 0.59; M
W~
4 'so ~ 0 In, 6 ~ x IN , ~
' ALL LOTS ARE TO BE SERVED BY INDIVIDUAL
WELL AND SEPTIC SYSTEMS. ~
TEMPORARY
' TEMPORA
i DISTURBED AREA = 5.2 ACRES 6 DIVERSION ITCH 6 DIVERSION
DITCH 4
~G t. :s
SEDIMENT BASIN TABLE ~
4
(ALL CUSTOM BASINS) IMITS OF ,
BASIN LENGTH WIDTH DEPTH WEIR LENGTH STURBED LIMITS OF
AEA ; « U DISTURBED z
~ 1 25' 12' 3' 10' FLOODPLAIN PER FLOOD TEMPORARY AR
2 12' 6' 3' 5' SOILS 3 40' 19' 3' 10' a DIVERSION
DITCH ~
E a W MPORARY ~p,G q
4 58' 25' 3' 10' I IoN R~ WILLIAM M. O a vERS o HINNANT H
5 16' 8' 3' 8' DITCH ~~G ~i 0 1773830873 ~
H m 2 E~ R-30 se#3 s 44 Z
6 12' 6' 3' S' ~ z
7 49' 24' 3' 10' J0 o 0 w> O J? ~ ~
8 15' 6' 3' 5' 256.9 58 a~ 9 21 ' 10' 3' 8' R\ A~S ~H Q ~ ~ V N Q~ S9 4 # d
0 283 .9
45
10 12' 6' 3' S' N ~ 5'6o1TpM~ O ~ z
x SILT ~C Z ~ U
NOTE: BASINS 3, 4 & 7 ARE TO HAVE BAFFLES AT THE 52 719 ~ w~ Sags =Z DINING ~ z ° FENC 281, x 9 w O o
MID-LENGTH. R 30 ~ 47 ~
~ ~ W
46
NOTE: TEMPORARY ROCK CHECK DAMS ARE TO BE PLACED
BELOW OUTLETS OF THE TWIN 72" & 42" CULVERTS. 7 * 275, J" V
FOLLOWING INSTALLATION OF CULVERTS AND STABILIZATION OF B
N x~ A r
DITCHES, ROCK CHECK DAMS ARE TO BE REMOVED. NO ~ lt~~ , A .w `'i.. c
7 ~ 'J Soh''?~.ur~lr f,.. ~ . 1:~. ?1 s5` ~t ''PUBLIC
4.1 ~ y'_ ~ ~ EN , ~r ~re~fr I c A('~
8.3 56 e F ry, I` ~ ';s ~ e'~ Y l ~ 3w F
~ ~ REVISIONS: ` - ' ~~~a _ S D AREA IS FLO P IN A I Y
~I LEGEND R,~ER F OD LA S DEF NED S J
i FLOOD DY PE CKBURN F
SEDIMENT BASIN SULTI GINEERING. F
ORARY F
~T DIVERSION
' ~ LEVEL SPREADER p~e~ic EMPORAR . _ SCALE: DITCH 292.
DIVE I' 1 =100 F LOODPLAIN PER FLO
GRAVEL CONSTRUCTION ENTRANCE FE H .~~Y~ ( O D 50 ~1
EU °r ~ ILS AS DEFINED BY y~ ~
SOI NVIR NM DRAWN BY: & E 0 ENTA - .~k+.'` yy ~-5
DITCH W/ SC150 LINING ~ 54 CON LTANTS D
5 DATE: 1 LIMITS OF
GRASS DITCH W/ STRAW & TACK ' DISTURBED 3 ~ 02, 6/28/04 52
272.1 282.1 uMirs of AR ~ 8
9.7 PROJECT N0. 3
~ ~ DITCH W C125 LINING DISTURBED JODY HAMBLEE AREq J-507
~ RIP RAP ENERGY DISSIPATOR RSb~ rib45 SILT FENCE
SHEET
294. 3 100 200 300
f TEMPORARY DIVERSION DITCH
c e =
OF

DITCH W/ U Q
STRAW & TACK
DITCH W/ ~ ~ Q~ O~ ly I o~
STRAW & TACK v ~p
r~,, ~ o o~ ~ ~~44;itsii~~r~ar~~
iti ~ ~ ~A o ~ L ~+~~sp~ ~i
oQ Q~ .~y VC/^ ° , / 1 J.
~9 ~ P 4 'S• ti~ ~i 0 ,~WOV z~ ~ ~Y ~ ~ ~=o :a v : c~
0 .50 0~
c ~ J 0 ' S xw F QQw F ~ rn u~ ~ . ~h-
DITCH W ~ 6 co / 1 ~ 4 F~ 0 99 LEVEL . y °•.~d ; ~
SC150 LINING C ph ~ DITCH W/ 5 ~ ~ N CIR AR SPREADER .,,lU D`~ 3 T CUL q~n, , N
~ ~ 0. q CIRCULAR STRAW & TACK - 1 » 'V~ !!plf ii4 r D - 82333 ~ Fp
D = 7'03'32" ~ W W DITCH W DITCH / / = y T = 100.00 F
+ C125 LINING T 134,54 SC150 LINING 9~ R=6 F~
N o R=811.67 F U
° L = 266.66 ~ 'a - L = 19 . MT
C = .4 + 265 6 ~ Q-i'
OP=21 rn J y a W - ~
~ DITCH W u ~ W
~ / ° SC1 ININ DITCH W/ ° + 50 L G P N ~ w 'S DITCH W/ ~'j Get
C125 LINING DITCH W/ ~ + P~ ~ STRAW & TACK
STRAW & TACK v y ~ ~ 0 w 12 LEVEL ~ I ~ ~ ~ ~
~ + DITCH W/ ,~Fti `l oo SPREADER Z ~ o ~Z 'IG k H ~
~ CIRCULAR ay v ~ N _ + SC150 LINING ,ti ~ w W 6~,2 ~ ~C~ W ~
~ ~ ~ ~ Q' ~ U' E ~
v CIRCULAR ~ T = 96.50 ti + ' t~ . f~
W x o + ~ D = 12°03'44" ~ R = 275.00 ~ + 0 + W k O -F O ~ k ° ,Q F-1
T = 57.21 J L = 185.62 ~F ~ O Z
k ~0~ o R = 475.00 C = 182.11 o + ~ tv H U + 0 ~ + ~ , ~ Z <C
o =113.7 L 8 o A 12 LEVEL ~ f~
C = 113.60 DITCH W/ - ! SPREADER Ei Z a
STRAW & TACK ~ ~ U1 O ~ ~C o
- ~ MENT ~ _ 9iy W o
E EAS O ~ rn DRp1NP ` ~ ~ a ~
g~tiC r~ ~ U tit c,~^
4J TO Z
g0T ~ 0 ~ ~ ~ ~ 2 5 5% Q ~ \ ~
H WI 0• 0 Q ~ ~ sg T A 50 SIN ~ ~ ~
ry Q Cif SC1 0 `0 Q ~ ~
~ry~ OJ•~
pry2 w0co
,rrj ~ 0 ~ U
~v M v, 'Q c~ ~ " Q 0~ ,
a \ o , ~ .
3~ ~ o pQ
SCALES,. ~ ~ J
1" =50' HOR ~ ~
1" =5' VER
100 YEAR FLOODPLAIN
m
C~ L I
VPI STA 2+25.0 » s~~~
315 N _ ~ RIGHT pF WAY
Q - ' 315
Q~ __~U, 6 6,
a o PAVE stnu~uce I . MEN T utrce
o ~ 1,~ ~ 1/4` PER FOOT 1' ~e ~r.
310 4 4,1
W N 3 310
W
TYPICAL SrR , . EET SECTION
lt, o T t- . t0
305 8"CABC & 1 1/8 SF9,5A
305 z
f- J ~ ~
W a w
300 Z _ _ 6 a K-33 4 ~ Q a
H
o~ ~o 300 ~ H ~
W
~D W z 0
O'LET 295 ~ ~
J ~ O o I N
C RVE LEN=1 0,00 ° 295 ~ ~
L NE ~ K 50.64 ~
N o~ z z
290 ~N ~'0D L~ x
0
a W o ~ 290 W
W W
VP STA VP STA 29+00 00 o
285 W ~
_ ~ W o 00 0 285
1
~ t"' (U + tt
> PISA 31+ 5,00 ~
280 d J LEV 78.00 0 0
-j, - N o 56 - N 280
n. W + ~ ~ REVISIONS:
W M > rt ~
QJ ~
275
W
~w _ 275 >
K=3 .86 ~ SCALE:
270 AS SHOWN
27O DRAWN BY:
DWB
265 DATE:
6 17/04
265
PROJECT N0.
J-507
260
114- e _P*- P9 ea ea e e,4 P9 e P9 VN "j ILU- o- L 260 SHEET
C-) r) ryl 14 00 IN PC) 1,. ee hq to P,
N C) 06 06 C6 to C6 rri n C) to ON
~ O O O O O O O O O O O O O O O O OO0) OO) pp) p) p~ ppp pp 2,59pp 00 00 00 00 00 00 0:1 st ao ao 00 ao ao ~ ~ ~ ~ rl-l r~ 255
C-4 CN (-4
20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 294
•50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 of 6

i
I
f
O
In ~t
2 N

N~
D N, ~
~ 11 pN ~ rh V
tJ~ ~ n O ~
~ y DITCH W H
w ~ / v SC1 0 LINING
DITCH W/ ~ u n ~ W
DITC W C125 LINING PG / w DITCH W ~ ~ W ~j (~2
g5 .a / SC15 LINING ; • + STRAW & TACK D v 1~i > H ~
w ~P o0 ~ ~ 4 ~ 99 LEVEL SPREApER
W RG ~ ~ DITCH W/ 2 P JNgGE E ~ 'IZ' ° SC150 LINING %0' rv k 4 0 'Z ~
o „ OP , 22 h ~ P R , 5~ 0~ W W
DITCH W/ GP o ~ 0 R P "R 2 v 18 2 ~ STRAW & TACK Y ~ 18 0~'~ DITCH W ~ 0 0 a 18 9 PR o W P W ~2 ^
% S S ~3 / co ~ F. 48 ~ 2~ R o ~ ~ ~N cn F 0~ 5 0 ~ V~ ~ E rn ,,F~ a .~0~ DITCH W/ DITCH W/ ~ ~ ~ o S C`3 F ~
2 Q 2 STRAW & TACK DITCH W ti~ S' ~ l r L ,'h ~ SC15O LINING STRAW & TACK ~ ~ ~ .
~ S- ~ SC1 I ~ ~ ~ 50 L NING ~ . > z
+ 3 a ° o ---e--- = Q ~ W N O ~ w J ~ ~ ~ ~z~
®cn ti ~ w tJ~ N ~
~ ~ ~ ~ N O~ ~ ~ a ~ r
O o U~ ti~ Ul O S'
DITCH W/ -----~e- „ ~ o, 24 RCP ~ Z~ o 4" RCP OUT=303.5 , DITCH W/
DITCH W/ STRAW & TACK ~0 ~ 6 ~ cp,, DITCH W/ W/ 12 X 2 DITHW 3~ W o 2 p5O=6 C125 LINT C / S S , ~ o W/ 12X6 X2 ~ ~ NG ~ .
SC150 LINING 0 ~ - ~ AI x 0 STRAW & TACK STONE ON , SC150 LINING ~ ~ ~ STONE APR ti ~ U I
CIRCULAR 0 o ~ ~
D = 4°46'29 ~ Q, 0 0 s• A RI ~ R Z ~ 50 ~
T 97.75 F ~ F 9~ ti~
R = 1 y CIRCULAR 200.00 a ~ _ TAILDI F ~ rn TAILDITCH W/ 1 BOTTOM •s ~
'A s o~, D - 24 22 52 W Si L = 195.07 / W/ SC150 LINING 0,~ ~ ~
~ ' T = 39.08 ~ C = 194.86 ®0.5 ®0.5% 9~ S' ~i
R = 235.00 ~ 9~, U
L = 77.45 Q z ~ ~
w DITCH W/ = 77.10 9 a
~ C125 LINING o w ~ ~ `~x
Q Q
~ ~ w a ~~s
~ 0 Q
z v Jm
~ Q
Q 100 YEAR o
v ~N ~ FL ODPLAIN
m
a
0
1 SCALES. SCALES: ~
1" =50' HOR 1" =5 ' 0 HOR SCALES:
1" =5' VER 1 ° =5' VER 1" =50' HOR
1" =5' VER
> »
295 295 330 » »
330 300 U
~ r~ 300 z
~ ~
w
290 290 325 Q
325 295 U1 a H
295 F+ ~
W ~
0 E EV 84,00 00 W z
285 - ° o - 285 320 ~ o
+ VISTA 0+45 00 W E-+ H 320 290 ° ~ ~
~~~N ~ - 290 ~
a K= 4.40 CUR E LE =120,0 VISTA 0+4500 0 M V
~ ~ Vi o c'') o = O N U7 F-J ~ ~ ~ z > -
280 g 1 ~ ~ ~ J 8, J 2 0 3 5 + z U J Q x
315 285 0 o
m a. a ~ ~ o M ~ N ~ ° ~ 285
~J ~ Q J _ N V I S T 1+25 00 ~
C U ~ ~ - K 43,6 oN N > > 5. - ,3
r W U a 275 ~ a > > J K 28.68
275 310 ~J J 310 280 1c~
~N Zo . U 280
+ > z,
(11 Z I~
~ o
270 N oW 270 305 0 +
~ ~W 305 275
J QW 275 ° ~ REVISIONS:
Vi W
265 265 300 QW
300 270
C/L ~ C/L 270
50' ~
RIGHT OF WAY 50' SCALE:
260 RIGHT ~F WAY 260 295 WAY AS SHOWN
6, 6 , 295 2s5 6- 6
PAVEMENT aau~ cRC~ 20 PAVEMENT ' 2s5 DRAWN BY: T D7TCH
1/4' PER f T r . a yr n. 1/4' PER F T • ~R F or DWB
- , 4;1 .1 r 3 t• E'ER R
255 255 290 4r1 3` DATE:
290 2so
TYPICAL STREET SECTION ' ° 6/29/04 2s0
TYPICAL STREET SECT: ET SECTIDN
R"BAR[' R, 1 1 CF9 SQ . _ _ PROJECT N0.
1 1/2' SF 1/2" SF9.5 A ~ J-507
250 250 285
285 255
255 SHEET
a
N fyi
0 0 - ~ ~ 280 250 POP- ^ oo ao ao ao 00 00 0o ao 250
245 ^ rl_ ~ r, ~ w w ~ ^ ^ ^ r,-- 1~- ^ 245 280 ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 5
35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 11 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3A
-00 3+50 4+00 4+50 11 - -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 of 6

oEWATERNO CDNCRETi Oaf
e' NAx vrawlt u RrECfm rr p[ DIa+uA \ \ WAKE COUNTY CONSTRUCTION SEQUENCE
a.~ I xru ua Gr(Rs I~
i i - Yk IJ••, a _ i i ~ ( I ~ STEEP WT OR nLL SLOE n N1pp~lAR ~ in a land-disturbin ermit, Schedule a reconstruction conference with the Environmental En ineer. ;Flu SLOE _ 1 Obta 9 P P 9
\ W N!/OrWI IrL Ip G INS wJa In II ravel construction ad tem era diversions silt fence sediment basins or other measures as ,.•••i::`2~~''•; 2 sta g P P ry ~ , a~ shown on the approved plan. Clear only as necessary to install these devices. Seed temporary diversions, ~ z ~ ( ~ b rms and basins immediate) after construction.
m _ 0
! tnl % s IJIw In ova ~'°NyAtAAG 0 / 3, Call Environmental Engineer for an onsite inspection to obtain a Certificate of Compliance, ~
EAa soE a TIE SARICTIATF _ I t. ur art stoat aN - 4. Begin clearing and grubbing, Maintain devices as needed. Rough grade site. 1~' ~ = 61 P P 5. Install storm sewer, if shown, and rotect inlets with block and ravel inlet controls, sediment tra s or ~ ~ ~ \
oN ITS SDE N nE sorrow Row rD AtLOW Pool. DRANMIF. 11E iQRgAnON SFIOYD BE Ef{CAYAIED ~1 ep~tmCyI AT IEASi 2 INCIES BELOW TIE CREST a ifE STONN other a roved measures as shown on the Ian. Be in construction, uildin ,etc. .f ••.•,ti 4 PP P 9 9 , ~ ~
AiO~ EDGE OFOF 11E STORY DR'IW FOR UIERALA SUPPORT ...?r~ AND 10 AYCD WA5110VR WNp WRRROW OCtlRtS. L1 SLOPE, gGYEI FLIER NO SG4E bili e site as areas are brou ht u to finish rade with ve etation avin ditch ,,P~~•. +'"'.•~~;,~4~,, ~ 6. Sta z 9 P g 9 , p g~ o, V p.
Stm ~ F NFFDm„ dVE UIETUL SIRpORT TO SUBSEQUENT ROWS BY PUCNO Z % ~ WDCD STU06 IYYJUON UPSLOPE TO uPSLaPErae `~In'~~ADE1'DXY~`• ~ linin s etc. Seed and mulch denuded areas within fifteen 15 da s of coin letion of an '`rr=+rnl~tr~~°`` '
warn wAr rwYp BIaX OPENRIOS. WRE SCAEE,I ai ma aorau aaa 2 oARFAUILY FlT NAADWAPE CL01N OR COYPARABIE 1EY'ORARY SEINYENT ~s m g osnam fmpai sRaa ssp amef eat¢ phase of construction. PES ~
a°a: sYE IESII Mlni t/4-Nat OPEtr1OS OVETt ALL POOL wR, w, aW Rcro •RV,a ma s Rw Ir~awYl ouln ° a av nla wa uw a[ua ODE SLOPES -uR of pEx ally Yp pswuaE den p 9 n: GAR BLDG( OPONRIS ib NQD GFAKL N PIAC£ - ~ - - DEWAIERNC AIAi a°Wp®w11p0 win a I ~ 2 : t (VAX) OOW Ipi IXtlID i/1 Kft NO IRIIA M F°II IVaI a RT T ~ ~ ~ ~ ~ 7. When construction is complete and all areas are stabilized completely, call for an inspection by the
wGS a ~ R+pu ~ rD,K r•uAq vJp 1 USE CLrAN CRAYEJ. 3/N- TO L/B-Rlal N No a wad Npt fXANFRR, PULED 2 RWIFS DECOY TILE 1CP "'s'I' -rxs a al rlAn N7c° m x Wwim uass. rpA ANRIOA wa ai YN, 16' - ~ ~ \ Environmental Engineer. ` 8. If site is a roved remove tem orar diversions silt fence sediment basins etc. and seed out or
•'p,,~p, s ~,,,Cpq Of iFE BLOCK CN A 21 SLOPE CJi M7TFR AND 7 MAX. ~ tlNC aims ~ awF rA41 swot y~ ~ GRR 5U1s SYOOIM m TO AN EVEN GRADE. DOT WA9,Im STpE IS IECOIBEIDfA. IMIY°sOS00icrraYt s uRim rr i' n r tin r r in r an n ro i n n r l devic uch as vet i STEEP WT OR FlLL SLOPE / I'~
b qa~Y~ I h ~ I m °0~ we toson °s+tatw as sanJ N pa„ S dissipaters. should now be installed. Sedimen basins are to remain In place during home
DATE SCRIPS pp=~~„gl~ . SEONEIIT ' t ~!~~y NO SCALE onstruction hase of ro'ect. ~ c ~
5ii.ir~ 9 When vegetation has become established call for a final site ins,~ection b+Lthe Environmental Engineer. ~"'I
BLOCK AND GRAVEL DROP INLET PROTECTION 13 ~ 4 I 9 Obtain a Certificate of Com letion. DIVERSION DITCH W
STANDARD TEMPORARY SILT FENCE 1 GRAVEL & RIP AP HOR OE INLET BASIN UPSTREAM END a nvironmental En ineers Office W ~
/SAC Mqk mrrR Tir sroRY DRAM orErnLOw a B ran Brad 8 6-6195 ~ v Y ~ ~
TOP ELEVATION a sraawAm+ c~ as-,' Maria Cox 856-7558 I..~
~T WAS<FD wAx DuBERR r sr«~ ~ ~ 1.5 'y' rg D: 1.5' 'y~ Kale Lemaster 856-6198 I Dave Parnell 856-7549 ~
G ~ pF516N OF $PILWAYS IXISnNC SLOPE ' aniel Rowe 856-7459 ~i ~ D DING SCH~ULE F t~
aWNACE AREA WEIR tENG1N1 zy...~y s i. ~l (ACRES) (FT) CLASS 1 RIP-RAD FLLTER FABRIC M1RY 8011OA1 r , 4.0 CF r4YW000 I T ~0• TIeOC u` STa~ Lee S uires 856-6199 ' LNER W/ F - (REVISED. 1-1-86) W ~ ^
z e,a 4 t~ J ao t 1 4 lake ^ylor 856 7548 W ~ N ~
4 10.0 DIM psi Y YKLR 1 S 1z.0 ~ ~ aoaw N01E ALL PARTIALLY CONPIEIFD STORY DRAINS RIP RAP TAILDITCH aYEN51 S OWN LSNNUN a rR ,~,p, sn SHALL DE PROTECIEO AT INE FND Oi RAP TAILDITCH Shoulders, Side Ditches, Slopes (Max 3:1) ~
E%K1INC SLOPES tl47E: ,a 1°g16Y 10 raprx o r~AR°sAr N Ao~AD'wa wrN THESE sTEBI rrNCE & SIDE DITCH y ~ ~ ~ St SIDE DITCH F~
IRaatr r Wwn+ oEtl:aYroED Br POSr (tYV.) w51Km 70POCRAPNY A,p cuN P ~ rw IMSTREAY tND Di OYERFl.OB DATE TYPE PLANTING RATE H z
SrOARTIT STORAGE REWRIFD. STORY Ct2AN VARIES KEY pIP RAP NTO 11E DAY H~U Aug 15 -Nov 1 Tall fescue 300 Ibs/acre a ~ Z Q+
FOR STABIUUININ. f9~ a, RN,aya rAwsc Pomm I. GD ~ FaKC 10Sr A71Wi N' MW ~ iK MRQ°NiAI ~ µ • ~ 1aAtETER 1' ~ gy Nov 1 -Mart Tall Fescue 300 Ibs/acre ~1 cif
_ t Coro ran mr NDi ACfOUNE ~,w,p„ ~ D' ; ~ 'p, 1 1, ST & Abruzzi Rye 25 Ibs/ocre H ' Mor 1 -Apr 15 Tall Fescue 300 Ibs/ocre
~`'`.Mti~"-%~),R; ?il KEYED RIP RAP yuR awusrwwr ip •nwN rlwe ,am~,~ ii d ' m'f100 >mR' ¦11®Y 1b101 ~~`ati~" . wR5 aRm As Fa wRS~ FuA to a Rrrtf[ aKRDx r wASNED StCtE FA1ER . D ~ CRASS ~ O cr2s FABPoC tY~FR Apr 15 -Jun 30 Hulled Common Bermudagrass 25 Ibs/ocre ~ ~ ~
IsaAw R°A RR piRm a ACROSS PYK NIET pT WASLED STONE \ °R F°u•r CRASS r~ Fpi tEwowwv PsoTECnat Jul 1 - Au 15 TaN Fescue and 120 Ibs acre ~.J 2 s / W o
ppiRp a NwR s~wap'rAO ~ I ~ I F~ F parAe>m I - 4 G~ I xARD1YARE CLOTH I + I ro~R P PT ~tECnoH '++Browntop AGllet 35 Ibs/acre O Q', ~ 4 +'*or Sorghum-Sudan Hybrids 30 Ibs/acre ~ a ~
u EWSnNO Sl.aef U U IJ 125 TAILDITCH V U C 0'J i
m wmap ~e _ s S~ wLtrr C350 TAILDITCH : ~ svuwr auAr au ;,350 TAILDITCH SIOpeS (3:1 t0 2:1 ~ ~ ~
Mar 1 -Jun 1 Sericeo Lespedezo (scarified) 50 Ibs/acre ~
6 GRAVEL & RIP RAP FlLTER BASIN 3B PIPE INLET PROTECTION (PLYWOOD AND STONE 12 CHECK DAM TAI ITCHES 10 Qi LD & (MOr 1 -Apr 15} Add Tall fescue 120 Ibs/acre ~
S' YA%, 1/2 aAAE,ER a PIPE aNN( NEKi+T tl01E4 OR 1Y IMINMEYER IS eEiEk o< ~ aaulsE AGCAeCdTE EARM IsL COVfl1f0 ev (Mar i -Jun 3p) Or Add Weeping Lovegrass 1D Ibs/ocre F~ ~ wna+EVFR is e• ~rn tA~ wtpAAa aopc (Mar t -Jun 30} Or Add Hulled Common Bermudagrass 25 Ibs/ocre F+~1 ~ t
• ~ I' YI BUT sJEEtaEYr m IEFP t. Pur SLi rrNCE oR TREE PRatEOTpN FENCE UP ~ GREATER .,T`. ~ SURFACE Flaw SJDBIExT al 311E t0 ENSUAE CplS1RUCnaN ENIRAN(E 6 USED, fL1ER FABRIC ~ ~ ~ ~ „ a~ERZaN Jun 1 -Sep 1 +"+Toll fescue and 120 Ibs/ocre
~ • ~ .L Ih "4telj.wti",Gt6t::.~i`a "iy~. ~;i 2 F CONSDNC110N ai nE 41E5 ARE SSN iNAT ` ! • l .:.a;^' • ° TIE YUD IS NOT IEI~ BY 1FE VENKJE TRAVtI- • •I.~, „ ` • _ • ,ti,. . r: ~ s:>:ti~.M"~ NG OVER t!E SIOIE, 11EN 1,E 1KE5 aF TFE . ++"Browntop Millet 35 ibs/acre U •"or Sorghum-5udon Hybrids 30 Ibs/acre
• 1 ~ -:;':~;i` s•snNE ro TE usm`~'' za' aR WgiH a , , I:; ~ -I - - 4`~. ~ fs _ usrNC sTafE as RARAOAD'• WTJRTJES Yllsr BE wA51ED B6DRE EN1Ef+lHG nE T I_ r ~ .l = 1 m d~• E ).l ,,rl . tYIOPOSFD 5IREEL PUNK RMD. _ "I Th Sep 1 -Mori Soncea Lespedeza (unhulled-unscarified) 70 Ibs/ocre _i
FI tl(. ° ~ • y ROADWAY BAILASi). ~,I , ~iy WRaEYFA 15 E%ISiNO II.~ i f r , A F A PROJECT CgnM1ES 10 PUII YUD AND OEBPoS ROADWAY ~,"CLEAN STOLE (M0. 57Y;;• - ~ r;'~r. +dr;-t".ti:y~•..,•a't"':'!*,.~~ ON TO iFE PIR3UC ROAD. 11E GOYENNRiC AUiNOptt s. ,,.a,: CMAaTY OP PWE aRYFRTS I ~~-J,r .-r: -II .md Tolt Fescue 120 IDs/acre pn ~ TiT I (Nov 1 -Mar 1) A,id Abruzzi Rye 25 Ibs/acre m
I .:~:..-C)a~;.~.yr•",. ''e. , -FAB(BC YAY Bf ADDED UNOFR 7NE STaIE , ~ / :;N:r$;'. ..w ~ WILL CLEAN THE NEA AND NYOKE TIE FNANaALIY . •,;;,r,. Y/Dal WOULD ADD TOTAL t1Ff ro nIE TO(E1FER • BANK fTx! fIOW t + , RESPpISRRE PERSON AS IIaCAIED ON niE FRIANOAl :s . CaJSIRIICItdit fN11LWCE ' F+y 4 ;
Y RESPaISIBl11Y FaaL 4i j y 1 ( sroNE ADPROAat SECnON E3~1fA'~'1 ;-,;w;~ ' ' ~:,,1~, ~,wTM nu oowreo ev ~ ti. ,.ti; a~ Consult Conservation Engineer ar SoB Conservation Service for
c 1 st ,JAL SLOPE ON Row awxsE additional inlormotion conrArning other alternatives for vegetation of
. / STONE OVER ps~Ar NDgi ? NL1ER CtO1H AisJ4 o .oo o~ce>oao denuded areas, The ob<.ve vegetation rotes are those which do well under p.eo o m8 +o'.0 0 0o e0 0 8a~°c3on + local conditions; other aaeding rote combinolions ore possible, o e g oa.po a p e ~ as pp poop °o' •Oa 0 00+0
1. CLASS BSTONE - YRUtR1N tILPIH OF 2!' 1. UNDEROIT FOR STaIE PUCALTJlT SURFACE fLON' O + ~a e o 4a C oapC' '0' O O p p o ao OOOaO 0 oa gee Oepyb o O p Oo o Ode P' o.O OO O~Oepo Op.0 ~o0COO OO O R
DIVERSION b5' YN, 15' YIL NEW NEW CONSiRUC1lON ElaS1NIG ROADWAY ~ OOS,YIG ROwWAY 000 Oo•a o bo p o a o e o. oo o° +Temporory -Reseed according to optimum season for desired pemwnent + e0'$ oo~e° .op ei oy o0.0 p o• o6'p°e o°
CPoONN. S11tE,VJBAIA( IY YN. pOa 0 o a0 a a 0 epee poop oo a, e o o. 00 0 $ vegetation. Dp not allow temporary cover to grow over 12" in heght before O o0o.po opo 00 oO.o 0 pa0p p o' papOOO ao vo mowing, otherwise fescue may be shaded out.
o• a e CO~5,a0 `I'i p.0 o e 90 0 0.0 Doe a e.+q DO
j- N4~ 1185 QNIRANCE APFI;S OILY l0 WIRAIJCES STONE h ABNC UNDER 5rOtlE a NaltDll/l SRKAE FAYLr REIOOr1NL IRFIS ti;~;~a;l..,,,ti~`, SLOPE STABILIZATION RE UIREMENTS
Q
s FLTER wont A ON TaPae~ ~`,^„~+ti4<<~1. ,opaFaAwc 3:1 AND FLATTER - GRASS ~ , : V:
- 2:1 TO 3:1 SHRUBS & VINES
TEMPORARY STREAM CROSSING 11A 1.5:1 TO 2:1 -RIP-RAP
TEMPORARY STREAM CROSSING OPT10N 11B CONSTRUCTION ENTRANCE 7 RESIDENTIAL CONSTRUCTION ENTRANCE 8 TEMPOF STEEPER THAN 1.5:1 -RETAINING WALL
PipeOuDNIORYArea- scH~oul~
luo wa l-0BArLBd t•'hR1Ylm1 eve rea er ens rue ion
'a om a s} u~ eel Ica Ions
IN A T M A L~ U ~~~T~ U
i - 1, Level spreaders are to be installed following installation of rip rap Z
~ p BASIN LENGTH WIDTH DEPTH WEIR LENGTH I!' I~ R1S~ Plan energy dissipaters. w
wltW 54ots 1 25' 12' 3' 10' 2, Construct transition section to fit width and de th of s reader insurin 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES U2 P P g DEEP OVER ADVERSE SOIL CONDITIONS IF AVAILABLE. A ~
p-IGQ WG~p M 4 > s , I 2 12 6 3 5 that level spreader weir is place in undisturbed ground with weir being W
along a flat grade. 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. A a a 3. Dig depressed area upstream of weir per specifications and flat footing 3.) REMOVE ALL LOSE ROCK, ROOTS, ANO OTHER OBSTRUCTIONS
~ a~ ahu~ rr _ uPxtm, 3 40 19 3 10 '~A2P 1 'E~' ~l~1SAE~ s~ sN%tDBAA tKmlwmt katBS , J I for block weir. LEAVING Q ~ SURFACE REASONABLY SMOOTH AND UNIFORM.
~ • ~ ~ 1. Le u the Yn •.IJ F•11.1~R Gm of the riprep 4 58 25 'J 1 0 w II f " 1 ~ 4. Install continuous a o 8 x 6 block providing a weir length per the 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
.I ° ~ ~ ~ f+gBOwtetrowL>Il~lefiT,Bd 'pf0"' WC • ` Channel z d • t.5 times thD Ttldldmum 5 16' 8' 3' 8' s eclflcatlons. 0 tionol ravel mo be used 1n footin to facilitate levelin UNIFORMLY AND MIX WITH SOIL SEE BELOw* . P P 9 Y 9 9 ( ) z
~ Hale diemdG but not ksa than A'. J ~ ; , 5, Backfill u stream side of weir and fill block cells with soil, Z O p 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED FIRM U1
«~rN 9. m B weBdBinod GTJBni1BI Bx. 6 12 6 3 5 tandtne f I banks to~an~t~tian~p > > > > 6. Immediately seed and mulch all disturbed area. REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP. 0 H
5 x 3 Y i~ A A rtbavathemaxi N6 ~P¢aa mumteitwater 7 49 24 3 10 s depthorrothetopollhebank, U 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
SC whithaverislass. f~ r f i • SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. F~ ~
4. A tiller blanket or filter fabric 15 6 3 5 W/ ~ ~ p~R~ ~ Should be installed trenveen , > , >
G PYR theriprapBtldsoillQUndalbn. 9 21 10 3 TRANSna+ CHANNEL 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH, Z 0 Z
~ ~,M 10 12' 6' 3' 5' y H
" + + 8.} INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR ~ O v' J' WTRANSInON RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.IF Q ~
ig vitcH ANo B~~f NOTE. BASINS 3, 4 & 7 ARE TO HAVE BAFFLES AT THE YEGETATEp y CTKIN 0 OX E DIVER~oN G ADE STAND SHOULD BE OVER 60~ DAMAGED REESTA I BL SH FOLLOWING
W ~ W W ORIG?NAL LIME F ERTILIZER AND SEEDING RATES. W W W W W
~AR~ p~,,,t Yne.Q ~ 9actbN AA MID -LENGTH . wl~r2 m,a• t2"e6 te~P~ - f~ v W W W y 9,) CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENT
~ blRnhf y W W W v W y y y STABILIZED AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED,
NOTE: TEMPORARY ROCK CHECK DAMS ARE TO BE PLACED ~CED SLOPE 'V y W W
• BELOW OUTLETS OF THE TWIN 72" & 42" CULVERTS. + + + y * APPLY; AGRICULTURAL LIMESTONE - 2 TONS/ ACRES {3 TONS/
0 -out ca a slots. slots stall FOLLOWING INSTALLATION OF CULVERTS AND STABILIZATION 0 'W W v W W v ACRE IN CLAY SOILS) f 1 O N O V v W W W v W
e 6" S(:H 40 PVC with clean A 1) Drawtbwn riser shall b . laced at 90 intervals around the FERTILIZER - 1,000 Ibs, /ACRE -10-10-10 W W r• o W W W SUPERPHOSPHATE- 500 Ibs> /ACRE -20% ANALYSIS
N ical saw cuts. slots seal. be p ~ ~ DITCHES, ROCK CHECK DAMS ARE TO BE REMOVED. 6e # wide vent „ One set of sots steal. be separat s shall be 8 lang. IYSfuJATTidlaR,ttT 7111QA!OAUYTT\C W ~ W v W ~ MULCH -2 TONS /ACRE -SMALL GRAIN STRAW
i (4 Slats} • S10t 5 Of 510tS Stall be r~ro•as:o~Adr~+a.an•ra..r.ar+xamR<.~n P ~ n 1 e• The nu~er of set mnwrrJxll°Iwmrv.M•rsaWSrtsesMlaueEa7POlo y y y y ANOTHER ~ ASPHALT EMULSION ®300 GALS./ ACRE
from the next set by 4 of solid p p uH•da+psNpraYspardrtar T06dex rsdre waeYblP pkQYYYisi6sadiFgaS. W. d th of basin minus one. fed. The length of I. arJw7ltdadldreWJM.V.a+orer STABLE UNDISTURBED y y BLOCK REINFORCED OUTLET + y W y y y v' 0~ p7 APPROXIMATELY
~ the weir shall. be the width specs i ~ TAILDITCH DETAIL 2} The tarp used to protect multi le tarps are used to W W W W y W a ~ EXISTING GRADE REVISIONS: W •Y W W W W W
ccordl to available s~ply. if p least 12"e tarp shall be a ~J ~r s shall be overlapped et W W y y W '
end ratection to toe of backslope then p ail heavy ext P tream tar . The tarp shall be SO
stream tarp stall overlap downs P ~ r s~ resistance. duty silver tarpaulins fo aaHa.
sin shall be cleaned out wren }full.. ~ 9) Ba _ , ~ Q BURIED AID FLIED o09~
18 p _ S 5~ sr ovn r
~0 A ~ SCALE:
F
A+clrnrpls, wllpu:Nnas d neldrg DweNa w Dr I NONE
CUSTOM BASIN REMOVAL SEQUENCE dy~aTK~m~py°`Ix°~°'°~°°~`~• 1 BOTTOM WIDTH ssra~ BED (aP1aIIAt)
R JECT COMPLETION AND SITE STABILIZATION, CUSTOM 1,UPONPO DRAWN BY:
MOVED AND ENTIRE STRUCTURE AREA SHALL BE DITCH TO BE GRASSED WITH SC150 LINER BASINS SHALL BE RE DWB
GRADED TO FINAL PROPOSED GRADE OR BACK TO ORIGINAL GRADE. "'N"'°`^a;;'^Bn ~ SLOPE AS SPECIFIED ON PLAN , H SPECIFIED PROVIDE A DRAINAGE SWALE THROUGH OLD BASIN ~ ,z~A,l % , 2 W ERE ~o bawoLDr>
SITE WITH BOTTOM WIDTH AND PROTECTIVE LINER AS SPECIFIED IN amawlNOaAp . . NOTE: BLOCK TO BE USED TO REINFORCE AND LEVEL OUTLET CREST. DATE:
R P ACE WITH RIP r- SEDIMENT BASIN TABLE AND TAILDITCH DETAIL OR E L JSunly;rum•aJr.IkgdaweWargeremeR:aee TAILDITCH DETAIL 06/29/04
RAP DISSIPATER, `kµr.dc.A""'"``aylplrl)paerR era,AAawr Yl•Yw1 • eru,LAr-4eaYeYL 3. ALL DISTURBED AREA SHALL BE SEEDED FOR GRASS STABILIZATION, xT09~~„~,~~„~,~„;,,~,tt,~M1,ro,~,~°;m, _ DIMENSIONS
arop,mr•.iAgLilo~hn~al6w•mFpuw51A Slykmsrt eKry IJ UnASp°Arseryrm W aa, 7 anrt~.IMeESee•tl0an ENTRANCE ENO DEPTH LENGTH PROJECT NO.
Wlc. Z d r r YY MI h sbe. ua bjaxn a,n NwAC k oveAappel5irarrrpepsSYk+. FxALCgdAelUaS eEad°shnk srpkd Ama m•orM, ape 7 a Do aA sUeKli Ur nNMNe 7ppb~ WIDTH WIDTH
10' 3' 6" A J- 505 S SPECIFIED
aia 1
4. To join Ml!10.tx7aeod,narcla ihcmiufil'••.rmwam Ov lJ J 301> tft p ~ Q d ft perouual l! wio. rmwn in M{oro6.,M, iun uy* een (
oz, SHEET
F
BLACKBURN CONSULTING ENGINEERING
5' BOTTOM WIDTH 234 EAST MAIN STREET
CLAYTON, NC 27520
DITCH TO BE GRASSED WITH SC150 LINER 553-2900 553-7298(FAX)
SLOPE AS SPECIFIED ON PLAN OF ~6