20030777 Ver 1_COMPLETE FILE_20030624

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Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 3, 2003
DWQ Project No. 03-0777
County: Granville
Page 1 of 2
Joel Panara
1059 Grayson Farm Road
Creedmoor, NC 27522
Subject Property: Falls Meadow Subdivision, SR1711 (Garner Road), Creedmoor, NC
Buckhorn Creek [03-04-01, 27-13-1-(2), WS-IV (water supply) NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
Dear Mr. Panara:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 52 feet of streams and 5,199 square feet (fe) of protected riparian buffers for the purpose of
constructing a shared driveway crossing and minor grading in Zone 2 of the riparian buffer at the subject property, as
described within your application dated June 20, 2003 including additional information provided on June 1, 2003. After
reviewing your application, we have decided that the impacts are covered by the N.C. Division of Water Quality (DWQ)
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 213 .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, Non-discharge, and Water Supply Watershed regulations.
Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us 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 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans dated June 19, 2003 and July 1, 2003 must be implemented and
the stormwater management facilities shall be constructed and operational before any permanent building is
occupied at the subject site. The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No charges to the structural stormwater practices shall be made without
written authorization from the Division of Water Quality.
2. Certificate of Completion
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncweUands
Page 2 of 2
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.
3. 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.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
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, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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. 1508.
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.
Sincerely,
j n W. Klimek, P.E.;
G ZNC DWQ, Director
Attachments: Certificate of Completion
GC 3402
Cc: Tim Stall, Site Technologies, Inc., PO Box 16112, Oxford, NC 27565
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 03-0777
Date: July 3, 2003
bz
$$) Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans dated June 19, 2003 and July 1, 2003
must be implemented and the stormwater management facilities shall be constructed
and operational before any permanent building is occupied at the subject site. The
structural stormwater practices as approved by this Office as well as drainage patterns
must be maintained in perpetuity. No changes to the structural stormwater practices
shall be made without written authorization from the Division of Water Quality.

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Site Technologies, Inc. [phone] 07/01/03 12:05P P.001
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SITE TECHNOLOGIES, INC.
L A N D P L A N N I N G At, D L A N D S C A P E A R C H I T E C T U R E
P. O. BOX 1612 OXFORD, NC 2 7 5 E 5
919.693-2921
FACSIMILE 'T'RANSMITTAL SHEET
TO: FROW
Todd St.. John Tim Stall
GOM?ANY: DATE:
NCD\k%Q 7/1/03
FAX NUMBER. TOTAL NO. OR PAGES INCLGUINC COVEP?
919-733-6893 16
PHONE NUMBER: SFNDER'S REFERENCE NUMBER-
919-733-0893 0314
RE: YOUR REFERENCE NUMBER
Falls Meadow Subdivision DWQ# 03-0777
? URGENT X FOR REVIEW ? PLEASE COMMENT ? PLFASF REPLY 0 PI.I AST; RECYCLE
NO TES i COMMENTS:
'T'odd:
The calculations for the road ditches

Please note that all road ditches in excess of 4% gradient will
reduce the velocity of runoff to improve nitrogen reduction.

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SITE TECHNOLOGIES, INC.
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LAND PLANNING AND LANDSCAPE 31Ci ITECTt R E
P. O. BOX 15-2 OXFORD, NC 2 5 6 5
919-693-2927
FACSIMILE TRANSMITTAL SI-iEI:T
TO FROM: J (7 ?J
John Dorney / Todd St. John Tim Stall
COMPANY DATE:
NCDWQ' - 7/1/03
PAX NUMBER. TDTAL NO.OF PAGES INCLU ING COV 'R
919-733-6893 3
PHONE NUMBER: SENDERS REFERENCE NUMBER r
919-733-1786 0314 5k.,* ?L
RF.: YOUR REFERENCE NUM3F.R-
Falls Meadow Subdivision DXVQ# 03-0777 / b'1D "l ZA"
ARGENT X FOR RI VIEw ? PLEASE COMMENT ? PLEASE REPLY ? PLEAS Ecl
NOTES/COMUIENT5: - /f /' n
Dear)ohn:
I received the initial review comments for the Falls Meadow Subdivision from my client by fax yesterday. The v?
review letter requests 7 copies of information that was supplied with the application.
Specifically:
1. Please locate any planned sewer lines on the plan.
There will be no sewer lines for this project. This project is to be served by in-ground septic
systems.
2. Please locate all permanent stormwater outfdlls on the site plan.
All stormwater outfalls are shown on the plans. Drainage for this project is handled by road
ditches and culverts. Riprap dissapators are provided at all pipe outfalls.
3. Please indicate the diffuse flow provision measures on the site plan for all stormwater outlets.
There are two outlets in the vicinity of the intermittent stream. Both outlets have level
spreaders to diffuse the flow before entering the stream buffers. These are shown on sheet
3/6.
4. According to the scale on the plans you have pro-vided the length of impact streams in reference to
Culvert #5 does not correlate with impacts stated in your application Section IV. Please explain or
revise.
The stream impact that we are requesting in our application is for the driveway crossing
shown on sheet 3/6. Culvert #9 is impacting the stream not culvert #5. An additional 9' of
Site Technologies, Inc. [phone] 07/01/03 0e:59A P.002
impact should have been added for the riprap energy dissapators on culvert #9. Total impact
b1'
I have a message far Todd St John to call me to discuss these items. If revisions are required I would like to
make them immediately to expedite the approval process.
Tim Stall
2
0, W ATFR Michael F. Easley, Governor
q William G. Ross Jr., Secretary
P North Carolina Department of Environment and Natural Resources
r
?i Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 27, 2003
DWQ # 03-0777
Granville County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Joel Panara
1059 Grayson Farm Road
Creedmoor, NC 27522
rl V-1
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FILE
Dear Mr. Panara:
On June 24, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill waters for the purpose of constructing a residential development road crossing in
Granville County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable
scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H
.0500.
1. Please locate any planned sewer lines on the site plan.
2. Please indicate all permanent stormwater outfalls on the site plan.
3. Please indicate the diffuse flow provision measures on the site plan for all stormwater outlets.
4. According to the scale on the plans you have provided the length of impact streams in reference to
Culvert #5 does not correlate with impacts stated in your application Section VI. Please explain or
revise.
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing or by fax at [phone] within three (3) weeks we will assume you no longer want
to pursue the project and will consider it withdrawn.
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
1 Water Quality
Program
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
AV*A
I JUUENR
A Sincerely,
MEMORANDUM
TO: John Dorney FILE COPY Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Falls Meadow Subdivision
Project Number 03 0777
Recvd From APP
Received Date 6/24/03 Recvd By Region
Project Type road crossing
Certificates
Permit Wetland Wetland
Type Type Impact
Wetland Stream
Score Index
County Granville
County2
Region' Raleigh
Stream Stream Impacts (ft.)
Class
Acres Feet , - `
Prim. Supp. Basin Req. Req. . is
14 OTBWT-O-
Y O N F__ 27-13-(2) WSIV NSWCA 30,401. 0.04 52.00 F_ 52.00
NBR BuffersKT_ _0N F-27-13-1-(1) w51V rNSW 30,401. r 0.12 ? I ?
Mitigation Wetland
MitigationType Type Acres Feet
/ Tl
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 360408 Longitude (ddmmss) -783619
Comments:
June 25, 2003
ISSUE
Road has been moved out of Zone 1 and only impacts a small amount of Zone 2 with toe slope fill
from the road. Level spreaders designed to treat storm water? Have Todd Check.
Minimized impact with one driveway above start point of buffer other drive- serving two houses,
cc: Regional Office
Central Office Page Number 1
SITE TECHNOLOGIES, INC.
Planning Consultants and Landscape Architects
June 19, 2003 0 7 7 3
.A_
Mr. John Dorney
NCDWQ Wetlands Group
Parkview Bldg.
2321 Crabtree Blvd.
Raleigh, NC 27604
P.O. Box 1612 Oxford, NC 27565
PY
f/1 Fe
9
RE: Driveway crossing of intermittent creek/zone 2 riparian buffer encroachment
Falls Meadow Subdivision, Granville County
Dear Mr. Dorney:
We are enclosing 7 copies of both the Pre-Construction notification application form
and grading and erosion control plan for the above referenced project.
We have already met with Steve Mitchell at the site to determine the location of
streams shown on plans. At Steve's suggestion, we are requesting one driveway to
serve two lots to minimize the stream impact.
Please note that the stream shown at the western edge of site does not show up on
USGS or soils survey maps but is being protected by this developer.
Your timely consideration of this project will be most appreciated.
WOWDs/401GROUp
JUN % 4 2003
Encl..
., A ...,? ??R(?UALIlYSECTIpN
7 copies of PCN application
7 copies of Falls Meadow Subdivision - grading and erosion control plan
Oxford 9191693-2927
Toll Free 8001463-3679
.
FILE Copy
Office Use Only: Form Version May 2002
i
USACE Action ID No. DWQ No. -30771
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
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
Mailing Address: l os? C-lt a? " 1= 2,1/1. '? .
6A1Z-,WAACr7M . titG 2??22
Telephone Number: 5Z6 4n25 )C 12!b Fax Number: 91-7
.SZ 8 ?92d
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.)
Company Affiliation: MUM /*
Mailing Address:
Jo w
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If 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: t4Ltf3 A&L122WUt7tVlst[arJ
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): J !? 4OV 9 3 V 'Z &?&
4. Location
County: 4!?;ItzAQUIU F- Nearest Town: ? 37.y1o
Subdivision name (include phase/lot number): t_.IEW F,in&j
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/Long): °CA' 7-4-Z" W `7#° ?;&` I Pte. ?Z'?
(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): S 1. 42 ,dom.
7. Nearest body of water (stream/river/sound/ocean/lake): K-tlotz?t CgeLr-i Lia&J ( J &AT 612,
8. River Basin: 0 C- 1.6p,
(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 anWication: '-rOr-- -.5jrF- Sl ?S TO -MF- -6edru t -AJ rN4 -rWO
?.+o I - b ier'
,d..'e, MW-' .(.TUrLACL - .
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
11. Explain the purpose of the proposed work: R a.tl kl 't7 gi E?..tT? 4t?
-6ueolU15119"
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.
I-i &
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.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: ? yc?,tuE) G 6 1?,-lCv
49V Q.r.L 1 L? A t E"*r ff t E? Mt wow Catzrs t'i t go la.! ZDuE 2.
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***
?ILjl (,10 11.1 Cl l,t 1 ,

{ List each impact separately and identify temporary impacts. Impacts include, but are not hnuted to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year 8oodplains 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 1-900-358-9616, or
online at htty://www.fema.uov.
•*' 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: ©, (!j Ac.
Total area of wetland impact proposed: 4-©j Az- •
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
FILL 2 To Pfue Dotal '
CtzEF-: k-

List each impart separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-
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.us".aov. Several interest sites also allow direct download and printing of USGS maps (e.g., www.topozone.com.
wlvw.muest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: ;52`
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

(? applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulk-heads, etc.
5. Pond Cr anon
If constru 'on of a pond is proposed, associated wetland and stream impacts should be
included abo a in the wetland and stream impact sections. Also, the proposed pond should
be described h e and illustrated on any maps included with this application.
Pond to be c in (check all that apply): ? uplands ? stream ? wetlands
Describe the meth of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or s 'llway, etc.):
Proposed use or purpose pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requiremen 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.
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
hLtp://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, inching, but not limited to: site location (attach directions
and/or map, if offshe), affected stream and river basin, type and amount (acreage/lmear 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 sheekif 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 htip://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): _
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
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 NEPAJSEPA 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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes F. No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone' Impact
(square feet Multiplies Required
ation
1 3
2 G,J 1.5
Total ?1 Q
' Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I 1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
ZA
XL 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.
XH. 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.
XUL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 10
Is this an after-the-fact permit application?
Yes ? No J4
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).
ZIP S11„rC Za
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
plan Detail incomplete
? Please provide a location map for the project.
? . Please-show all stream impacts including all fill sloes, dissfpators, 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.
C2 Please provide cross section details showing the provisions for aquatic life passage..
Please locate any planned sewer tines on the alts 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
CQ Please specify'the percent of prole t Imperviousness area based on the estimated built-out conditions. ,f t
p¢rw?aNwt? l.. - .
? wM?v
iease indicate all tormwater outfalis on the site plan. ,r (I S f p?'rn
K Please Indicate the diffuse flow provision measures on the site plan. G
? Please Indicate whether or not tha proposed Impacts already been conducted.
Avoidance and/or Wrdmfzation Not Provided
a The. on the plans does not appear to be necessary. Please eliminate the or provide additional information WIG why
It Is necessary.for this project
? This Office beliavea 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 beffeves ihat the labWadon the plans ar 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 achleve diffuse
flow through the entire buffer then. it maybe necessary to provide stormwater management pfactices that remove nutrients before the stomrwater
can be discharged through the buffer.
ether
t . The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was requested. Please provide $
This additional fee must be received before your application care be reviewed:
Please complete Secfion(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.
ligation
. 4
J ?.
of compensatory inillgallon Is required for this project. Please provide a compensatory mitigation plan. The plan must conform .
to the requirements in 15A NCAC 2H .0500 and must be appropriate to the "of Impacts proposed
Please Indicate which 404 Permit ilia USACE would use to authorize this project.
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PRCJFILE
DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. Falls Meadow
DESIGNED BY: T.A.S.
Land Planning & Landscape Architecture Brassfield Township, Granville County, North Carolina
P.O.Box 1612 Oxford, NC 27565 Owner: Joel Panara DATE: 4/29/03
919-693-2.927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522 [phone] S CAL E. HORIZONTAL- 1"=40'
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JOB NUMBER: 0314
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PRCJFILE
DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. Falls Meadow
DESIGNED BY: T.A.S.
Land Planning & Landscape Architecture Brassfield Township, Granville County, North Carolina
P.O.Box 1612 Oxford, NC 27565 Owner: Joel Panara DATE: 4/29/03
919-693-2.927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522 [phone] S CAL E. HORIZONTAL- 1"=40'
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JOB NUMBER: 0314

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DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC.
Falls Meadow 1*2 Land Planning & Landscape Architecture Brassfield Township, Granville County, North Carolin P.o.eox 1672 Oxford, NC 27565 Owner: Joel Panara DESIGNED BY: T.A.S. SHEET:
Carolina re imina Subdivision an
DATE: 4/29/03
919-693-2927 EMAIL: tastall@g/oryroad.net 1059 Grayson Farm Road, Creedmoor, NC 27522 ( OF: 6
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JOB NUMBER: 0314

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INV. IN NV. OUT 485.73 ' ~
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XISTING PROFILE 30' RIGHT OF CEN LINE -
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ry_ REVISIONS DATE DRAWN BY: T.A.S.
14 SITE TECHNOLOGIES, INC.
Falls Meadow DESIGNED BY: T.A.S. Lake Ridge rive (Public oa SHEET:
Land Planning & Landscape Architecture Brassfreld Township, Granville County, North Carolir h Carolina
P.o.eox 1612 Oxford, NC 27565 Owner: Joel Panara DATE: 4/29/03 Road Profile a. + 00 to 12 + 00. 00 OF: 6
919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, CreedmoOr, NC 27522
27522 [phone] SALE' HORIZONTAL 1"=40 JOB NUMBER: 0314 VERTICAL: 1 =4

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~\EROSION CONTROL BLANKET STAPLED IN PLACE SLED IN PLACE i - SEE DETAIL ~ ~
~ ~ \ IN CENTER OF DITCHLINE -SEE DETAIL- \ i ~ - ~
y ~ ~ / STRAW MIULCH WITH NYLON
\ \ / ~ / i NETTING STAPLED IN PLACE ~ ~ aoh tN CENTER OF DfTCHLINE
~ \ ~ ~ -SEE DETAIL
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~ 18" R.C.P. ~ 1.09i INV. IN 399.4 v ' ~
~ INV. OUT 398. i~ j ~
~ C~V LEVEL SPREADER ~ - ' ~ ~ -SEE DETAIL
i i , _ _ ,
~ TYPICAL TEMP. SEDIMENT BASIN ~ i ~ ~ RI ENERGY DISSAPATOR
-SEE PRELIMINARY SUBDNISION PLAN ~ FOR SIZES j ~ CL. '8 IPRAP, SIZE: 4,5'W X 9'L X 18" TMK , - ~ - ~ - ' ~ ~ ~ ~ ; ~ - i _
i LT ~ENC ~ ~ . _
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CULVERT ~8 - 56 L.F. OF RIPRAP ENERGY -RIPRAP ENERGY DISSAPATOR \ 1 _ ~O~ CL, 'B' RIPRAP, SIZE: 4.5'W X 9'L X 18" TEAK I
o ' I NORTH AMERICAN GREEN SC250 18" R.C.P. 0 2.Ox CL. 'B' RIPRAP, EROSION CONTROL BLANKET STAPLED IN PLACE INV. IN 403.0
+ IN CENTER OF DITCHLINE -SEE DETAIL INV. OUT 402. 435.0

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N,-, REVISIONS DATE SITE TECHNOLOGIES, INC. DRAWN BY: T.A.S.
7- 7 7 7 7 7 7 - 7 (Public Road)
Falls Meadow Y.- T.A.S. Lake Ridge rive
Land Planning & Landscape Architecture Brasfield Township, Granville County, North Ca P.O.Box 1672 Oxford, NC 27565 Owner: Joel Panara V rt SHEET: 3 h Carolina DESIGNED B C 0
DATE: 4/29/03 Road Profile a. 12 + 00 to 22 + 00 0F: 6
n~~` 919-693-292 EMAIL: tastal!@gloryroad.net 1059 Grayson Farm Road, Creedmoor, NC 275 NC 27522 [phone] SCALE: HORIZONTAL: 1"=40' JGR NUMBER: 0314 VERTICAL. . 1"m4

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SEE DETAIL I ~i / ~
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fv0. REVISIONS DATE DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. Falls Meadow
Land Planning & Landscape Architecture Brassfield Township, Granville County, North Ca ~J-0 P.o.aoX 1612 Oxford, NC 27565 Owner: Joel Panara Vorth Carolina DESIGNED BY: T.A.S. Lake Ridge Drive Public Road Road Profile Sta. 22+00 to 25+25.36 SHEET.' 4
Sandy Court Public Road Road Profile Sta. 0+00 to 4+42.36 DATE: 4/29/03 y OF; 6
919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 275
522 [phone] HORIZONTAL: 1 "=40' NC 27 SCALE: VERTICAL: 1 -4' JOB NUMBER: 0314

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~ 'r _ o+ 18" R,C.P. 0 S.OX IPRAP ENERGY DISSAPATOR INV. IN 420.5 CL, 'B' RIPRAP, SIZE: 4.5'W X 9'L X 18~ THK
/ ' ~ i INV, OUT 417. ILT FENCE
~ ~ R = 631,64' ~ %1 I ~ ~ ~ ILT FE CN E ~ i x-~ 'x L 246.81'' ~ ' ~ -SEE DETAIL ~ r I / ~ f~ I ~ I ~ -S E AI ~ ~ i ~ ~ ~ ~ ~ ~ ~ o
~ I i - ~ ,X ~ DITC 'CH= S 29'34 47 E 245.24, f R - 230.00 ~ - i ~ NE ~ I ~ j 7 ~ ~ r ~ a ~ I , ~ ~ 4~~' c ~ ~ Q i U ~ <
~ i 'b ~ ' L - 302.98 ~ - \ ~ ~ I ~ ~ i ~y, ~ ~ - ~ ~ . I ~
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-SEE DETAIL ~ ~ ~ DITCH IN L E S' !vi
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NQ 4FAS;ONS DATE
SITE TECHNOLOGIES, INC. Falls Meadow DRAWN BY: T.A.S.
Land Planning & Landscape Architecture Brassfield Township, Granville County, North Carolij
P.o.eox ~s~z oxford. NC 27565 Owner: Joel Panara ,h Carolina DESIGNED BY: TAS. Pier Pointe rive (Public Road) SHEET: 5
o~~'919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522 DATE: 4/29/03 Road Profile Sta. 0 + 00 t9+27.16 oF0 s
27522 [phone] HORIZONTAL l'-40' SCALE. VERTICAL: 1'¦4'
JOB NUMBER: 0314

.4_ _
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1AYFA~F!If SF1Jl+lDER WIATH wIJTN G 0 i i - 0 1.
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o~ `o 0(~o~1oi~.v ~i SITE DESCRIPTION 0 ~ ' JJ ~n~~ ~ 'NE SITE iS STFEp~~" R^LtiNG WITH 5! OPF~ :,F_i~E~~~' ~ - - °4„ 0`~0,,(~
.z ~e,, 0 'J- c~~ O~J" _ i,~ U~~ ~1C,
~ r ~ ti~ ~ ~ C ~,~_'tT ~ ~ I C ~ ~ C `i ! ADJACENT PROPERTY ~ C~.o 0 ~ o oho ' ~ - - _
'~.,.,~~y M1 ~ - i - _ I 7 ~ ~~`aE ACJACENT LAND USE iS ~~OW ~ENSiTY REST ENrA~ z,r~o rA
5.-0. ------t- - ~ I - PLANNED EROSION AND SEDIMENT CONTROL PRACTICES:
TE!~1PORARY GRAVEL CGNSTRUCTiGN EX''T -PRACTICE o.OF
~ , ~,W ~di~ F ~~~,ti'~~,TH TEMPORARY GRAVEL CONSTRUCTION EXIT W;LL BE P' ACS' r? ~ :~~,tivXC, L. NEW DR!U'EttiFY AT ?HE ~N'ERSECTION W!T~' NvJ~. 158.
_ - - V ~ I - - - ~ ~ - - - ~ I , I'-- i ~ j ~ ? TEMPORARY SEEDING -PRACTICE 6-' 0 SI.~RFACE STABi~IZATiON WILL BE ACCOMF~ctSN~J 9Y GE ~,'H _ ANNuA~ C~'dE4 CRU°S AMA ~14u!CH AS ~F~CIF'~~=D THE
- , _ - ~ i - - I i - - ~i I I I - I i i I I - ~ i _ ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON. PERMANENT SEEDING -PRACTICE 6.? 1
-II - i i i;_ _ ~ - EDT PERMANENT SiFBIi IZAi10'iA WILL BE ACCOM?L~SHEv BY of ~ 'N ~ A r`E°~ ,'w v `A" r ESQ;"F A RATE OF EIGHT p~~. ~ ~ i N - - - - ~~,NUS/l,w
'I ~'~i III - - i n _ ~ n rT _ - ~ LIME, FERTiL iZE, AND MIiLCH PER TEMPORARY ,EE.:'tiG ~ ,Nc OJT, JvL ~o o ~o ~ ~n~n ~ o o~ ~ ~ G RIPRAP ENERGY DI •5APATOR BRA: TICE h~.41 _ _
- - ~ _ - _ o - _ - PLACE RIPRAP ENERGY DI~SAGAT~ AT ~~~~P~A~^ - - r^n c ~c oUo >o~ c,Uo ,o~G~ ~ ~ L. vu~_ _ ~ _ E '~tJ~ __~,~ri~ _ZE A.~,RD~N~ iF-E n'M~NO,ON AN E _ .
_ _ r i - 5. HEMP,^,RARY SEDIMENT TRAPS - PRAC?ICE 5.60 P~.ACE TEMPORARY SED1M6vT TRAPS AS SHOW'v TC N-t,. ~ - _ :"vTR~ ~'~JW" AN~ Sf SEC MENT FR^uM RONOF~ BEFORE BE'~~'~';
T k Fi-. RIB - E ~ ~~~TER FABRr~; R~'~_EASEC INTO NA7~JRAL DRAINAGE SYSTEM. 6 TEMPORARY D'~VERSION DitCHES - PRACTICE 6 C0
a,~~1,i~,-'_ y~ ~ _ ~'b~'~~ PLACE A 8' WIDE NYLON ~NETT'~NG OR ^THFR tR 1, ^,n~ f"~ _ ._u~~~'~_" t=R ~.:E~AER TAE Di`CH!tiES INCICATED O!v ~~~N AND SECtiRE
i n ~ r, `i _ . WITH STAPLES. TEMPORARY CHANNEL LINING
PLACE A 8 W~^~E NYLON tiErrNG ."CEP ~r _''~'Jti A'{hL- _ _q 'e-uTc_R CF ^E DITC"'~~^.S i!v'Di„ATED UN =LAN A!vn SEC'U'RE
WITH STAPLES.
I~
SEEDBED PREPARATION
~ ~ ,K ~ ?i ~ ~ ~ Ch'~'sei compacte~~ areas and sp~aad topsoil 4 ~i~~hes dear ~e c'~°~s, ~ea:~~ab~e
_ ~ i hX I ki r~ rip the entire area to 6 inches deep.
~ X _K I. X ~u~~ Remove all loose roc~~, roots. and cthe tstrocJ ~~s 'ear ~ ~ „ 5m~~~tr end ,.-~fr-m. 4. Apply agr~~cu~tura! I~me, fertilizer, and sup?~phospncte ~^I!o _ _ isee tElcw*C.
i~,FY ~X k~ \ X~ x _ Continue tillage until aweir-oulverized,4~rm,, resr»,;hlp un~,f~ ~~e,, s 4 F r~he ie~r. E. S?Cd On q f'P,Shly prap0rad Saadbad Ortd ~Jvef S@aC ~yhl a Cry ~ tG„~? P"` Of .u t PJ~~". J(~ar
f ~x; xx CARRY PIPPA,P I'F CIF` '~q;p;i seeding.
~ - "5~ ~ ` Mulch im-ned~ote~,; after seec ra ~nr ancr. r ~r yr nu w_" o,~ s _ _ D~~ C m~ ng Straw ~F ^ , SP;~~ i Way - I 'I mulch ~rto sar+ace c~ sol'~ w'th a set n` dscs ~et s~~ay~+
'Sl 'X i ? ;poet oil seeded craos and aKa ~~ecess< < r- ,r i 7 V rer~ ~ e _ w ~ hng ~r ( ['.'SS~~d~a.
_ ~ a' ~ ~ r 2'x y~; i ~ C_'~~ - ~ - ~ ~ _ u - ~ . FL c~;`, qd ,rF; ~ 1~,=% I~ stanC sf`~eu1c be over o0~ ~om~~~,oea ~?es',o~ s' `,'~u _ ~ ~ ~ ,ee,'^~ ,~~iFs ~~l ~R~,~~ti,7~ t, , r~ _ 9 ~ ~ Consult co~ ser _ _ -h- tiGCr ~nspectc cr .e~wr~-a ' a i ~ .~e . . _:e,~ ~ est ;'~~shec
(1"Ih ~T- 7(1A C - - ~ f ~ UKA~uE ~ r ~ Apply. AgriCUt U!"a ~l Ur'l@StOP~a - L .Jn c~c~~a 1 1 :'P . Ic. -,I ~ Ferf'~~izer: - ' .~~0 ,bs Ie~re - i~-~(;-10
- ~ r, ~r 1' L~ "fit^o J~JpA' ~ ~Ta' wA~l ~ '~Y~~ ; ~ `t. - ~uperphosphute - 5,;0 its ;Dora J~ r ~`'A~,
T _ _ _ - _ - - _ _ _ _ _ _ - ~ ~ r ~ Mwch ~ tonsSarre - smoi! grrnn s'.row a r ~ xr >r Xr ~~~A Anchor - .Asphalt Emulsion - 30~C ,Ta~ /aere
- / ~ _ ~ / ~ _ ~;~Ax. ~EDIMEP~~ CPPir, ' ill ~
- ~ - - ~T NG; u , ~ u' ~
~~~~PJ. ~ ; , i
~ N;~P'~ ,r'iT ^,F IM1~1~~ , - ~~~~.,!~lV~,~,'I ~EJ_~ ~'~C~ ;~~~1 v._ _ _ ~ 7 ~ ~ ~ ~ ~ v. ,~~7~~ tiYH~~rPD SEEDING SCHEDULE . ~ , ~ ?ONE L
aPq~~ED hip P =~O~~~LGERS, S'~DE DI?CHES. SLOES !MAX . A
r k., ,~a~l~~
rk'~i ~'AN IhV ' I ~r~ ~.r'~ A.,g '5 - Nov ~ ~~i fesu:e ~ ~ ~Lr ~ ~ _ , _ ~ ~ 'a ire _ _ Noy 1 - Mar ~ Ta'~~' rescae r
& AbruZZ rye ',_~~ypY_ Mor 1 - Fpr .5 Tcl'~ fescue 300 !bs lane
F n NfS.K~- ~A~=~ 4~. 15 -Jun 30 Nu,~ec . ~n,mor Burr,ca~g~ass Ibs-;acre ~ -Aug '~5 Ta'~I Fescu? and "25 ~bs acre
G ~NiIrV. '"Brownto~ M~~',e! ~5 '~bs, _re
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!_and Planning & Landscape Architecture SHEET: 6 DESIGNED BY: T.A.S.
Brassfielcl Township, Granville County, North Carolina Carolina Erosion Control Details
p.o.eox 1612 oxford, NC 27565 Owner: Joel Panara DATE: 4/29/03 OF: 6
9,19-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522 (9 7522 [phone] SCALE. AS NOTED ,iOB NUMBER: 0314

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Tr_~"- :'GARY ;E~~'iMEN` ~A~I~; SC'~EJ' _ _ _ a ~ ~ 'A,~ S _ cr° i - -;V~ ~Eti ~ tNF FM'!M ~LR~ GN F ~ t E R Jv_ 'tP rl F=r ~
v, ~.a^~ F'r ,n r . cr ~ A - P~ F. ATE r ~F ~L, 4=:_,i'NG N~~ BRA. I RGL- R 1i n A G ~ cT[,~ ~ I'~I v~ ~v ,L~Rr'~.iv'? ~ P~N_ RIJJ ANUS ;JN., ~ _ _ _ _ 3A_ , ~~"_~1__~c ST~~~ EFD 4~ic~ ~K ~NAi;t. ARE4 v1~. S.RFAC_ ARF REQ~"RE_ ,~RAvE ti~~'_~~ REG~ RED ~S~ZE ' H,.- ~.'P<'n4 1, A. ~ .~J ~ '~ECESSA~R` Ektitl'c FAR ..~~NS`RJDiIQN S'~CN'^~ _SE P,A~dS ~ ~ - - ZE WEIR LENGrN'
_ . 't~,'~. vi A';.~'~ _ HK''?J~~. P_N Q(,A ;~'ti''~ A~rtr iHC EDGC t?r PAVEMENT ~k _ '_4_E;~ ,r.`'^ERV'f~5~ NGTEC I 'i I
' E.E c ,rd ~ r - ~ ~ ~ r r r ~~R: NkL~E c..~ ar t ~ ~ - - - - - - - - P'..nK ~h rY'~ ;N iN l PL N '`!A. 'S ..J~v BE P ~ G'~\F. Vv! H 1 i.aND Y"! JF,~~+ rt. ~ r ~ ~ ~ 0 ~ ~ ACRt ~ . ACRE ~ 0.37 CFS 162 S F. 198 C.F. 110'W X 20'L X 3' RE ~R ~ ~~aND~~^,AFE AR~Hd;EG r R AD ~P~1cN~ ' - 0'W X 20'L X 3'D 4'
_ _ ~ ,r ~..A , n ~i~.u~NU '~'fU?iES SHOWN ;LN 1t;ESE PLANS ARE APPM~X~MA?F rH~ ~ R SHALL ~d_h,,-v ' _ ~_G_A~~ v~ G- 4L'_ ~ 1 _ - - r _;,3 ~:~RE OR ACRE 0.26 Cry ~ 114 S r i44 , P ~ 9 VJ X 18 ~ X 3'C - - 1--- ~ X 18'L X 3'D 4'
Ir,TIP> aN,, ~FA~~t !~f RESPONSIB~~_E FOR DADIAGE ~ C SAME. - ~ - - - - - n 1 - F:; ~ 7c c F ~v q~ ,p-` ~ - aAR A~-. CR irE ~U _r;;,Cl~ THE Si?E. ~ ~ 542 ACRE I ~ aL A^R•~ 1.40 CFS B SF ~ %56 C.~ 20'W X 40'L X 3, ~ ti.^,~. r ~ AI ' MA N A'~R~ A. F._A ~ A ~ P. 4 l ! _ N. R ~ - ~ 3 n L ~ ?0_W X 40~L X~ 4'
3 `H ^ ~R ;~iA~~ BE RED ~w~i9LE rJR PR„~ ~:ING vE~ „A?; ,r 'FRTIF~~N, ~E abvFM~v _rR,, JRE SA'ISFrS T~F aPPRCatu DES~Sh ~I - -1 4 ~ ~ 14 ACRt ~ i4 ArRE 0.47 CFS 205 S F ~ 252 ~.F 12 W X 24'L x 3' jug 1 r~1F A ~ 1 ~ i.~ ~ i.~RE '1(q..PV ~'B;f7~E rA~C APvL' PA`J.A,1E~~ ',,r~^.rr AID ~t.:,E ,u;~.: r'w1~:+irN,. TH,('r(Ni E1 rYFF, ~ _~r!~F'IE, - - ~ 2'WX24'Lx3'D~ 4'
R~ ~ iRT ,:I~ r,cn h'r A. pR ~r Si-NH~~- EN~iNEtr; 15 k~~~,REp- 4^ 7 Re I ~ a z I ~ _ , , I C ES ARE ~ - 4CRE ~ 0.5 C, z4, S,F, X06 C.F 13'W X 26 L X _ 3'W' X 26'L X 3'D 4'
~~a tiCR"h PR~ ~ ,JN~ A v'ER ^ r 30G-r~~ a bt :;RE E - - ir- r i n ~ S ~ i F p4 c~ p~cC, Bt +AV~~M ~ ~ - -,r~~i?BE~~'~5, SP'iL~ YE~EUr t ~^~-5~~!C H'v0 AE P~ulv~r=,' i 6 /+CRE 1~ ACRE ,,.40 CFS ~7~ SF. ^ 2~6 C. 91'W X 22L X 3 ~Rf~S N~ LP'J~'N OE N~~~ 7?tE 4v~__ J. ,tip ~ ~ ~~RC~ _x: _ _ ~ - _ -l - r I i 1'W X 22'L X 3'D i, 4'
~~n SEEPING LF, n ~ r,1 1 ~ (P q' ; _ ~ - _ C..,B ACRE i ~ _3 ACRE 026 CFS 1 ; -4 S F 144 ~ W X 1 ~ ~ X 3 C ?'W X 1~'L X 3'D 4'
t--- r--------- - --i-------- 3 ~ G.09 ACRE I, Oy ACRE C 30 CFS 13i S F i l02 ~:.r 9'W X 18'l. X 3'C -t-- 3'W X 18'l. X 3'D 4'
9 10.,08 ACRE 0,09 ACR 0.26 CFS 114 S.F ~-144 C F 9'W X 18'L x 3'C ----I 3'W X 18'L X 3'~ 4'
CONSTRUCTION SEQUENCE. E - ~ 10 C C>> ACRE i 07 ACRE ~ 0.23 CFS 1101 S.F 126 r_F 9'W X 16'L X 3'C 3 W X 1 o'L X ?'f,' ~ 4'
F r - - ~ - r--- 10,26 ALRE ~ 26 ACP,E 0.97 CFS 1379 S F 469 C F ~ 16'W X 32'L X 3 '6'W X 32'L X 3b ~ 4'
- _ CE-Ai1 A GRPE~~JL, ~~.rcA1~l. ~ - - - - - 6'W X 33'L X 3~D i 4'
d'^~ I - TPrL~'~~,'V FXT „~urERTj ANL EM~NvkA~• cF~~_,t, kgcrvc tip; , E TREE; atiC' ~ ..~c. N~_~~ESSAR _~'Y ,ASS ?2 ~2U ACRE Z9 ACkE ~ 0.9? CFS 423 S.F. 522 C.F~ i6'W X 33'L X 3 1_-- - r--__-___---_ -_----1~---_-- TI-I~,_ !~.7.'S. _ - 13 ! _ 1~ aCRE 1~ .4CRE ~ 0.40 CFS 1i5 S.F ~ ?16 C.f 11'w X 22'L X 3 - 1'w X 22'L X 3'D j a' ~
~~LLAY ASV :r titi~i~. ,.l-( `L. G~~'~~ _ a' - ~ ~ - R Tr; i ~+,..~tl. "'~itrRY -,i r n~'- z - t ~_E F'n-IJN A~ SNC`N'V nN ra^ A:L~ ~EM ~N4~ EK _ A'vC U~Kf iF _ MPS ,.v' h - ~ t- - - - - - ~aS "Nt I~JRI: 4~' RE~~r _ INT~, SITE_ iEMPORARr D~JER°,~I",; AR= ~u evER' ~.y=- ARUM NEttiw ,K~BBEL ~+MD QRuDEL~ ARE-~~ vN~, ~~~L ~ ' ~~_'^~ES ~kE '4 ~ O Oa aCBE _-Oa ACRE 0.13 CFS ~ 57 S.F~. ~ 72 CF 6'w X 12'L X 2'C ~ ~ >'W X ~~L X ~D 4'
NNc ESS !Cf . - - ~ I >aDr4Jt,`E ' „t", 7F_~ fy,7H cTA~iON. ScFf` u'~D MJ'~.h iE~~1FJh~r<~ %~11tk5iC^, ..c; ~,+"~4E.,!Arr y ~ ^r^T Pi ER ,S v _ - - _ f - ~
,c -1_~r -c F, . a ,~,r q;' HF ~~~F 4 ;,r~ ~;q,~ f~wAVr TEy1Pr;RAR, G_,i;d%,^~r^ ~~;,;P~; ~ ;5 v56 ACRE 6h ACRE i 2.21 !'FS 96{ SF 1198 C.F. ~ 24'W X ~0'i. X 3 4 ,~R,A.,: SII,_ h~w~ly _V ?'SAN, PtOf~LE ~ ~~E~~ ~R .~+~_i-~ ROAD ~ A2~~~c,_ _S J~~ ~ ~ ~ - _ r A?^~C ~~LACE R rG?~ I_TIERL,`' DiS,APATC~RC AI CULVER`S AS w0,R'K PRf i Rt, CFS _ I '.6 C.nS ACRE BJ ACRE 2.01 CFS 376 S ~ ~ 1 C80 C F 23'W X 47'L X 3 - ?3'W X 47'L X 3'D ~ 4'
1^;_ - ~ uu,;SE ~:~.STF_ C!~ O~E4ATIC~h 5 ir+,,T D~S~URCEC APEa; rely, gE a•~_"_ - _R>N.SE ~arE, EG J~~~'t~ ,~ROuNC ER. Utv~JES, _k ~n~~~ uRt~. ~ 38 ? RE 38 ACRE ~ 'i.2? CFS 1554 S.F ~ 684 CF 19W X 58~L X 3 I9'W X 38~L X ?'D 4'~~~
>u*~ ~ _ ?0 Rr ~rFAIN EnOJ!CN WTHIN 15 ~`~'ORl(I,'vi~ DAYS, r „ - _ I !3~W X 26~L X 3'D 4'
~n . ~ 4 I ;a^ c~ ~,r^;a.;r,h, -~LN'rRrL -RA~TCES WiL' E Gri;~ 1^~ RA`~i=1L~ E~,'F+~T, v~EDEv RE~rn~ .4N„ ,+tif.Tt'`%+.N~. ;.R~ ri 15 ACRE I? ACRE Q5. CFS c4: S.F 306 ~F '3'W X 2fi'L X 3 ti - ~ J - - - 1 BL M F MME: A;FL~V 1
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arY~ ,E R, n,T aDGE Rr,F AN,-, E; t; 03 0oscp c„ DRAWN BY: T.A.S.
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Falls Meadow wG DESIGNED BY: T.A.S.
a* Land Planning & Landscape Architecture Brassf re1d Township, Granville County, North Carolina arolina Preliminary Subdivision an
6-rg.4 P.O.Box 1612 Oxford NC 27565 Owner. ' Joel Panara DATE: 4/29/03 OF 6
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~ ~ RAVEL CONSTRUCTION EXIT ,9"~ ~ ~a ~ ~~I ~ c A ~ R 2,496,36 ~ '6 I a ~ ' r~'~, ',I ~ ~ ~ L - 206.22' ~ ~
~ ~ ~ A -SEE DETAIL ~ ~ ~ ~ I A ~ ~a ';p I ~o A + ` ~ ~ ; CH S 02'29'39"E 206,16'
~ ~ ~ ~ ~ T~ STRAW MULCH WITH NYLON ~i _ NETTING STAPLED IN PLACE
\ IPRAP ENERGY DISSAPATOR AKE ~ ~ ~ - ~ IN CENTER OF DITCHLINE
,r L R DGE DRIVE CL. 'A' RIPRAP, 51ZE: 4.5'W X 6'L X 12" THK ~E DRIVE PUBLIC 50 R W ~ ~ , - -SEE DETAIL
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ISTING PROFlLE 30' RIGHT OF CE ERLINE ~i _ _ _ _ _ - - L-~-~'" , a
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- _ _ - _ - _ - _ _ - - - _ _ _ - - - 18_' R. 5.1X-- _ - - - - - - - _ - _ - - _ - _ L KA INV. IN 443.5 _ - -
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NO DATE Falls Meadow
DRAWN BY, T.A.S.
SITE TECHNOLOGIES, INC.
T.A.S Lake Ridge rive (Public Road)
th Carolina DESIGNED BY: SHEET: Z .
r Land Planning & Landscape Architecture ~a Xd ~y ~ P.O.Box 1612 Oxford, NC 27565 Brassfield Township, Granville County, North Caroli, Owner: Joel Panara DA FE. 4/29/03 Road roe a. to 12 + 00. 00 OF 6
919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522
27522 [phone] HORIZONTAL: 1"=40' SCALE VERTICAL: 1"=4' JOB NUMBF_A 0314

BEAK iN~
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~ NORTH AMERICAN GREEN SC250 ~ " 250 j
EROSION CONTROL BLANKET STAPLED IN PLACE ACE
~ IN CENTER OF DITCHLINE -SEE DETAIL----._.,_ TAILi____ , ,
~ STRAW MULCH WITH NYLON
/1 ' % i NETTING STAPLED IN PLACE
i n(„' soh IN CENTER OF OITCHLINE t'~ ~ ~ ~ / -SEE DETAIL
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_ CULVERT ;~5 120 L.F. OF ~ ~p~ j i b
\ 18" R.C.P. ~ 1.OX ` INV. IN 399.4 i
\ INV. OUT 398. , ~ / ~L V ,
O~V 4 LEVEL SPREADER
/ -SEE DETAIL . j ~ - ~ _ _
1YPiCAL TEMP. SEDIMENT BASIN ~ RI ENERGY DISSAPATOR ~ ~ ~ ~ " ~ /
-SEE PRELIMINARY SUBDNISION PLAN FOR SIZES CL ~B IPRAP, SIZE: 4.5'W X 9'L X 18 TMK , ~ - - ~ •
LT NC
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STRAW MULCH WITH NYLON / j , y
P CE , NETTING STAPLED IN LA i- - r _ / ~ . _ -t_ . _ ~ . _ ~
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° I r i , CULVERT ~9 - 52 L.F. OF
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I _ ~ ~ INV. IN 403.0 y ~ ~ y ~ ~ INV. OUT 402.4
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o NOR1N AMERICAN GREEN SC250 18' R.C.P, 0 2.OR CL 'B' RIPRAP, SIZE: 4.5' IPRAP, SIZE: 4.5'W X 9'L X 18" K
EROSION CONTROL BLANKET STAPLED IN PLACE INV. IN 403.0 + IN CENTER OF DITCHLINE -SEE DETAIL INV. OUT 402.
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DRAWN BY: T.A.S.
REVISIONS DATE 77' -r,17EK - - A SITE TECHNOLOGIES, INC. Falls Meadow
(Public Road) Lake Ridge rive DESIGNED BY: T.A.S.
Land Planning & Landscape Architechire Brassfield Township, Granville County, North Carolina Carolina SHEET: 3
22 + 00 OF: 6 DATE: 4/29/03 Road Profile Sta. 12 + 00 to
P.O.Box 1672 Oxford, NC 27565 Owner: Joel Panara
919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522 ( - HORIZONTAL: 1"=40' JOB NUMBER: 0314 7522 [phone] Fs cA~_E: VERTICAL. . 1 "a4

- - - - - _ .
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TYPICAL TEMP, SEDIMENT BASIN ~ ~ -SEE PRELIMINARY SUBDIVISION PLAN ~ /
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\ 1 ~ 449 i
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_ 18" R.C.P. 0 5.0X NE P ~
~ INV. IN 444.8 ~ ~ ~ ~ INV. OUT 442. ` 4~ F' % i ~ ~
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A `4i, i ' I i 6` i INV. IN 420.5
~ ~ i, ~ 1 ~ ~ i i ~ i , i ~ ~ ~ ~ R = 631.64 INV. OUT 417.7 IlT FENCE -S E AI ~ ~
~ ~ ~ ~ I ~ ~ x , I ILT FENCE ~ ~ ~ ~ ~ ~ I ~ I ~ i i I L X46.81'' i 1 ~ ~ i -SEE DETAIL O~- ~ ~ ~ ~ ~ I I ~ ~ ,p~~ °
ti, I ~ , ~ ; ~ - _ ',x pRC / , CH S 29'34 47 E 245.24 i R 230.00' ~ NE ~ ~ I~ O ~ P N V ~ I ~ I N I d /
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No. RE SIO NS DATE DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. Falls Meadow DESIGNED BY: T.A.S. Pier Pointe rive (Public Road)
. ' ¢ . Land Planning & Landscape Architecture Brassfre/d Township, Granville County, North Caroli P.O.Box 1612 Oxford, NC 27565 h Carolina SHEET'
DATE: 4/29/03 Road Profile a. 0+00 to 9+27.16 OF: 6
919-693-2927 EMAIL: [e-mail] Owner: Joe! Panara 1059 Grayson Farm Road, Creedmoor, NC 27522 27522 [phone] HORIZONTAL; =14 SCALE: VERTICAL. 1 =4 JOB NUMBER: 0314

~I I
VIR. b -0' B'-Q' S j ~ 1 ~ I
i ?AVEMF!QT SH9Ul~[R i 000~_,y I
WIDTH wiD'fH i 0 0 0 0`~' oC0`' 0 0 0 0~0~',~
- ~I 3 WI. 0 0~ o~ o o~`
~W 0 0 0~0 0~` ~
~ u. Q 0 0 0~0 0 o`C~'' o 0~O ~ ~ SITE DESCRIPTION
- , ~ PICAL Gets C x; n 0 0 0 ~ 0 0 L~ i 7uF T~ c~ v T~ a - Tn~ Ra
0 0 0 n ( I SITE IS S~_EPLY ROLLING WI H .,LOPE_ CENERA~L~ N N~ % a NEE 0 0 0 0~ c`~ 0 ~0 0 n 0~-i~
/F? 2 MAN ~ ~ I 0 ~ Q ADJACENT PROPERTY Oo , o
i `~ONFACTED I I 0 0 0~ o a THE ADJACENT LAND USE IS LOW DENSITY RESIDENTIAL AND HG~RI~~U~. ORAL 0 ~ ~ a
I - ' ~ N EROSION AND SEDIMENT CONTROL PRACTICES: PLAN ED
i _ 1 5 -0' ~ 1. TEMPORARY GRAVEL CONSTRUCTION EXIT -PRACTICE 6.06
~ ~ O~ I r- I ENGTH TEMPORARY GRAVEL CONSTRUCTION EXIT WILL BE PLACED NT `HE 6EGINNING OF NEw DRNEWAY AT THE INTERSECTION WITH HwY. i58. - 2 TEMPORARY SEEDING -PRACTICE 6.10
--I' ~ _ 1 ~ 0, SURFACE STABILIZATION WILL BE ACCOMPLISHED BY SEEDING WITH APPROPRIATE ANNUAL COVER CROPS AND MULCH AS SPECIP~ED IN THE
j - -'i I ~ I j j i I I ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON- I 3. PERMANENT SEEDING -PRACTICE 6.1 t
I- I- I- l i-~ -I 11-i --I I- I I-I - - --I- i ~ I I DEPTH d? PERMANENT STABILIZATION WILL BE ACCOMPLISHED 6Y SEEDIN; WITH KENTUCKY 31 TALL FESCUE AT A RATE OF SIGH' POUNDS~1,000 S.F LIME, FERTILIZE, AND MULCH PER TEMPORARY SEEDING DiRECT~~ONS.
_ I ' ' li--' i - j --i I j= I- - o~ ~ ~ a. RIPRAP ENERGY DISSAPATOR -PRACTICE 6.4i h
~ ~ j ~ ~ --I I 0 I i - - - ~ -I I- - - - i 0 0 0 0 0 0 o PLACE RIPRAP ENERGY DISSAPATOR AT THE DOWNSTREAM EV~ OF THE NEW CULVERT, S'~ZE ACCORDING TO THE DIMENSIONS CN PLAN. O O O O O O C~ r - p 5. TEMPORARY SEDIMENT TRAPS RACTICE 6,60
i - - ~ i , - i ' - i, i - i I , I - - - - - - - - i, i _ PLACE TEMPORARY SEDIMENT TRAPS AS SHOWN TO !NTER~~EF~ CONCENTRATED FLOWS AND SETTLE SEDlMEN7 FROM RuNOfF BEFORE BEWG
I - ~ i- _ c ~ - _ __1 ~ ~LTER ~ABRIC_ F~~LTER FABRIC RELEASED INTO NATURAL DRAINAGE SYSTEM. 6. TEMPORARY DIVERSION DITCHES -PRACTICE 6.20
PLACE A 8' WIDE NYLON NETTING OR OTHER EROSION CONTR~~_ BLANKET OvE~R CENTER OF T~~E DITCHLINES WDICATED ON PLAN AND SECURE
--ftOVV ~_lr cTA~~~~FS Al t WITH STAPLES. 7, TEMPORARY CHANNEL LINING
I 4' 0 1 PLACE A 8' WIDE NYLON NETTING ~CR OTHER EROS~~ON ~GNTGU~ BLANKET OVER CENTER r;F THE DITCtiI.INES INDICATED ON PLAN AND SECURE WITH STAPLES.
r y SEEDBED PREPARATION
I 1. Chisel compacted areos and spread tapscil 4 inches deep over adverse so,l conditions, If avd!oble
''~I i Y~ ~ 2. rip the entire area to 6 inches deep. 3. Remove all loose rock, roots, and other obstructions leaving swr~ce ~esonably smooth and ur~form.
;~i`!' , x j ~ 4. Apply agricultural lime, fertilizer, and Superphosphate umformlq crd mix with soli (see 'Delow`0.
5. Continue tillage until await-pulverized,firm, resonably uniform seedbed Is prepared a to 6 inches deep. 6. Seed on a freshly prepcred seedbed and cover seed sightly with seeding equipment or cult~paek after
Y ~f`"iN seeding. + . CARR. RIPRAP ~P ~i~ES 2 _ 7 Mulch Immed~o,e.y after seeding and anchar mulch wi,h osphC~t emuislen to,_k or by camping straw
''_'~D 2F BER"~ L 1 ~F SRILLW'AY mulch into surface of soil with a set or discs set straight.
1 Cj r r r i~ i I n ~~f ill 8- Inspect ail seeded areos and make ne~essary repairs o eseed~ngs w ,h~r Ire p ant;ng seaso ~ pass ~ e. ~v If stand should be o~~er 607 damaged, reestob!ish fo~lnw ~ a ~~-g. ~ . m f?rrTzer and sPe^inj rates.
w & Vow -~~lP tLtV. ~F STS P ELE'l. ~F STORMWATER - _ _ _ 9. Consult conservation inspector on ma,nterance treatment an; art;~zuii~r~ a~~e~ Fe~n,aaen~ c!,e, '~s established. - ~
ritwl ~r~[, qr'~ I i~ rl i 11 ~ FLOOD STORAGE BONE ~ Apply, Agricultural Limestone - 2 tons/acre (3 tons;'acr? in !r~ s~~~ls1 r r - _ - ~ - - - - - - - - - - ' % '9.f- Fertlrzer_ - t ,000 lbs.; acre - 10-16-10
_ ~ tF~~,i~~ ~ ~.~r - 7~r 'TnT r ~ ~ ~ Superphosphate - 500 lbs./acre - 207
q~, ~:-,~c _ ~ SEDi14t"JT STORP PE~R1-~ANENT ~HANti=~ LINER- _ _ - - - - ~E~114t~~i STORAGE LUi~~ i-v~AL BASIN .,A,A;;~TY) o ( /i Mulch - 2 tons/acre -smolt grain straw - - - - - - - - - - - - - - - - - ' ~ ~ ~ 'v+ _ ~ ~ Anchor - As halt Emulson - 300 al. acre
c ~ - - ~NOR?H A~iER~~~AN~ GREEN #~C~5~ i 5' ? C „5' h~AX. SLDIMENT DEPTH ,I
TO BE HELD iN P~_A.CE W~T!, ~ / I ~ E ~ L N ~ H 8~
~~E SC ~ ,AND trDBE~ S?APLES AT EC" CENSERS ~~SROSS I~ - MIN.
_ SES~~ti ~~'u. HHNNE~ ANu 2~ CENSERS DJ'NN ~ h"a~r;bii~~ i.E'vEL OF SEDMEN? COLLE ~ ~ ~~J~ HF'P~I.r~~~ ~ 1~ 1~,4 ~EN~ H '~l~ CHHNNtL. ~5 wASHE~ SEEDING SCHEDULE SEDIMEN? COLLECTED 5?ONE
- ~ - ~ ~_~EH^~ WHEN ?HIS LEVEL IS REA~HE~~ r"c_~ ~_!1t_h ~N~' SEr_; ~3EF'~H~ NIDTH as RtG~~R[o oN ~~aN =VEL IS REACHER ~ ~ SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3ij RIPRAP
- - ~ '~`~~~~4. - p~ T T,' i Aa 15 - Nov t Toll fesa~e 300 IbsLacre
- i TI~IV ThRJ ~ASI , ThR~J ~A~IiIV F~~ I - '~~r N ~ 1 -Mar 1 Toll fescue 30G Ibs 'acre & AbruZti rye
i ' CR~~ c Ail': _ rl" ~';ARY ( ~ 'Y R! "P ~ - ~ ~ > >S~C ~~R ~_t _ ~R rCAR~4 ~PR~ ~i~~., ~ri~~WAY 'I~~WAY hoar t -Apr 15 Tall fescue 300 Ibs jacre
GE~'~IANEN ~N AS RHO R~_ i i i Apr 15 -Jun ,0 Hulled Common Burmudagrass 25 lbs./acre ~ Jul 1 -Aug 15 Tall fescue and X25 !bs.;'acre
c P~ i ~ I ~ G NIN. ~ ~ ""Brar~ntap M~liet 35 lbs./acre I 7, "*or Sorghum-Sudan Hybrids 30 lbs./acre
~ ~ - - - I ~ I F(
i ~ -i~ - I j ~ y ~ 1 ~ SLOPES (3:1 - 2.') i I `
- i nC ~ - I-1 ~ ~I - i ' ~ S~ Mar -Jun 1 Sericea Lespedezo (scorifiea! sr ios.~ acre
_ ~ I _ _ - - PIT r i' fMar 1 - Apr 15) Add tau fescue '2G 'bs i acre
hN„ V~Y - rt-_: J :~~i'_I~ ~i{I- ~ ~pT - _ iI~-Ii' -I ' I-~ _ _ _ ~ ~ = i MIN. - j ~ - - - I=1 ~ I- j-I I -1 ~ i-' F , 1 Mar 1 -Jun 30) Or add weeping Lovegrass '0 '~bs_jocre A,
=111=ui= il~_~!i ~ ill I -i~ - 1=il~-~~=~i~ ~I ~1 RIP i t-I ~ i-i l i_I ' I=~ ~ ~ ,l i t ! I l j-' i l'~ ~-III=III-III-I I.-111- L~1 R~PPAr' iy o 0 13 (Mort -Jun 1j Or add Hulled Commo^ Burm~dag~ass 25 lbs./acre ~ Jcn 1 -Sep 1 '+•Tall fescue and 12G ~bs.~acre
-1 i t=1 I I=~ I I-i I I=' 1 ~-1 ! I-~ ~ ~ I=1 I I=1 I'-I I i'~ I-1 I l-~ I I-! I I-~ I ~ ~ #S 'wASNEC~ STGNE ~•+Browntop Millet 35 lbs./acre / "'xor Sorghum-Sudan Hybrids 30 lbs./acre
. ~'~~i I- ~ _ - --1~- ~i-,~ i-i 1i=.1 ~ -ail ~ ~ Sep 1 - Mor ! Sericea lespedeza (unhulled, unscarifedl 120 Ibs,/acre
a L i i Ili-~~ I~ ~i_ I ~ ~ ~ ~ ~ I__~ =1 - - ~I~= - ~ -~I_-I ~ ~ Fi TAR & Toll fescue 120 Ibs. j acre ~ PERSPECTIVE VIEW eNav , -Mar ,o Add Abruzzi rye 25 Ibs,ra~re
~I - - - - - - - ~ - RM AN , - - - - , BE D ~ - _ - - - r~- i - - l; I - - - i l- , I--. I . - - - - FiLT~R Consult Conserua6an engineer or so~'~ Cc~se-:ac° ~e•, ~:e ^t^~m~±er .c^--_er~'°g over aster^atwes
_ _ _ _ _ _ - - - - - ~ - - , _ - - - 1 CT - - - - 1 4 i RA ~ 800 l ~ ~ ~ ~,E'~~ ~ 0 ~E - - - - - - - , - - - - - T a ,I C ~ C ~ C for ve elation of denudea crews she eo:.e .egetar~a^ ~cts ~ ~se „.-c^ c~ we'' ,r~der is:a~ ~cndi':ors, after ORATE 1,800 1,J81~ FEET PER DiSTI,RB G A RE g
_ r I seeding rate aambination5 ere poss~b:e
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NO '?E'?!SlpNS DATE oaco^c DRAWN BY: TAS.
SITE TECHNOLOGIES, INC. SHEET: 6
Falls Meadow DESIGNED BY: T.A.S. Erosion Control Details
,09 Land Planning & Landscape Architecture Brassfie/d Township, Granville County, North Carotin P.O.Box 1612 Oxford, NC 27565 Owner: Joel Panara i Carolina
DATE, 4/29/03 OF: 6
919-693-2927 EMAIL: [e-mail] 1059 Grayson Farm Road, Creedmoor, NC 27522
27522 [phone] SCALE: AS NOTED JOB NUMBER: 0314