20021434 Ver 1_COMPLETE FILE_20020920

`o?oF W ATL-
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
APPROVAL OF 4UIQUALITY CERTIFICATION WITH
ADDITIONAL CONDITIONS AND NEUSE RIVER BUFFER RULES
Ray .Smith
Ray & James Smith, LLC
4621 Sellie Drive j
Garner, NC 27529]
October 7, 2002
Wake County
DWQ Project #: 02-1434
Dear Smith:
You have our approval, in accordance with the attached conditions and those listed below, to
impact 112 feet of streams for residential subdivision construction at Millington subdivision, Section
VI, as you described in your application dated September 17, 2002. After reviewing your application
we have decided, this fill is covered by General Water Quality Certification Number 3362. This
certification allows you to use Nationwide Permit Number 39 when the Corps of Engineers issues it.
This approval is also valid for the Neuse River buffer rules (15A NCAC 213 .033). In addition, you
should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water
Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA
permit expires unless otherwise specified in the General Certification.
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This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be required to
send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 211 .0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For
this approval to beI valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
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1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands
and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure
compliance for future wetland and/or water impact. These mechanisms shall be put in place
within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later).
2. An additional condition is that stormwater shall be directed to flow in a diffuse manner at non-
erosive velocities through the entire protected stream buffers without re-concentrating.
Additionally, a stormwater management plan for this project shall be provided to this Office
before any of the impacts approved herein are conducted. The plan shall specify all stormwater
MA
rR ,r
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httpJ/h2o.enr.state.nc.ustncwetlands
discharge points, plan details, and calculations to indicate that diffuse flow through the protected
buffers as described above will be achieved.
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve
Mitchell at our Raleigh Regional Office at 919-571-4700.
JRD/bs
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
Neal Floyd & Associates, Inc., 7908 Audubon Drive, Raleigh, NC, 27615

CAPITOL INSULATING C
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?'1?.?aYv ROY R 8MMi
4621 8El.UE DR
GARNER NC 27529

01/25/1996 07:01, 9198282037
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Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check,all of the approval(s) requested for this project:
Section 404 Permit
Section 10 Permit
® 401 Water Quality Certification
Riparian or Watershed Buffer Rules
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 (see section VIII - Mitigation), check here: El
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11. Applicant Information
Owner/Applicant Inform tion
Name: Qa-t SM1 Rod r TOr?25 SW?1 t fiL C
Mailing Addressa 4-(S2-R A1v2 1br''1J_-e1
GC rr,2,r IJ G 2-15 29
Telephone Number: 172'451( Fax Number:
E-mail Address:
2. Agent' Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:! I?1e?:A V71t?
Company Affiliation: N C. tr ty- c-
Mailing Address: 7 OS a-A r,Ver
r - I I - - ..
Telephone Number: 422-16-745 Fax Number: 67b-B345
E-mail Address:
Page 3 of 12
III. Project information
Attach ai 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'] I 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: 4i11)PPAOV1 Wesk (SeGA?mA u 1 )
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): gS? t -1
4
Location
County: W0-k.2., Nearest Town: &04-W
Subdivision name (include phase/lot number): 4 11i;d" 419-% '$
Directions to site (include road numbers, landmarks, etc.):
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
act rd
,s WDdav ilsl cm . w
7. Property size (acres): l- Ii UJ-w w izo=ie.S' cepk cYAM _ 13.Z.oere5
8. Nearest body of water stream/river/sound/ocean/lake : ?
9. River Basin:
(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/adniin/naps/.)
Page 4 of 12
Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
10. Describe the purpose of the proposed work: Q 6T road CX0 5S t A
11. List the type of equipment to be used to construct the project: S}a • foaJ, bOWAAI"
wipt'netti?
12. Describe the land use in the vicinity of this project: ?Com?? SVJOd6U%S14-A
. -I- _
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.
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V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: 1(1©, Oj mcd Ozr(nt WM tZ N ?,>Y\?4-?•'?
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 5 of 12
1. Wetland Impacts
Wetland Impact !
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
in hQ vso rs us.

* List each impact separately and identify temporary impacts. Impacts include, but are not limi tea to: mccnantceu cleaning. etawne. ui .
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 Nlaps
(FIRM), or FEM( -approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-338-9616. or
online at k'.1dttla.Coy.
List a wetland type that best describes wetland to be impacted (e.g.. freshwater/saltwater marsh. forested wetland. beaver pond.
Carolina Bay. bog, etc.)
? 5 c?.cre.s or er?'h?
List the total acreage of existing wetlands on the ProPertO phss E_7?
g(estimated) g 2 Y: ?;--------
Total',area of wetland impact proposed: d-' t0c)O -j
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Yon C-CO55i LLmMeAiT.)0j-4 3 -4' e rer,ntal

* 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
u.2, Several internet sites also allow direct download and printing of USGS maps (e.g..
etc.). ' _, A\0-.'m? (-.• e?f.1-
X 30 .
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 of 12
I Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number !

(indicate on map)
Type of Impact* Area of
Impact

(acres)

at
Name pplicabblele) )
(if applicable) Type of Waterbodti

(lake, pond, estuar}, sound,
bay, ocean, etc.)
e
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t_ut each impact separately anu iaenuiy temporary impacts. tunpacis mciuuc. Uu1 OIL I Ut
tlooding. drainage. bulkheads. etc.
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4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): E] uplands E] 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.
Page 7 of 12
V111. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams!
USACE' - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits,! published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative' value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include.
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://li2o.enr.state.nc.us/ncwetlands/strmgide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view.
preservation mechanism (e.g., deed restrictions, conservation easement, etc.). and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
t
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at l,ttp:_ h2o.enr,Stale- nc iy \%rp illdVVhu,,. If'
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: O-A fny? r 24L POLO Q„*
-tv N.C. s14ra growl
Amount of stream mitigation requested (linear feet): Wo
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):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes r] 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 (N1:P A/SFP:\)"
Note: lf', 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 F] No F]
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 F]
X. Proposed impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein.
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse). 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )'?
Yes, EJ No n If you answered "yes", provide the following information:
Pale 9 of 12
Identify the (square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
I 3
2 5 600 1.5
Total 00C)
Lone I extends out SU feet perpendicular from near bank of channel: Lone 2 extends an
additional 20 feet from the edge of Zone I.
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 213 .0242 or.0260.
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XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property. 4"/6 t m P? c` V t ou.5 6?d tm 2-000-W101
XII. Sewage Disposal (DWQ Only)
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.
Oh5itZ SPA C. Sus?S
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes No
Page 10 of 12
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).
. C./
9 In/ 0Z
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 1 Caswell Forsyth Northampton Vance
Raleigh, NC 27615, Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: (910) 25,1-451 1 Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 1 I of 12
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US Fig
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726 11
Raleigh, NC 27636-3726
Telephone: [phone]
I and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 18516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] ; Carteret Gates Pamlico Washin,ton
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauoa
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
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116 EAST MA/N STREET, P.O. BOX 695 PLAN DATE. ? BENSON, N. C. 27504
E.• ?UL Y 10, 2002 ~ ~2 E. JOHNSTON STREET
SM/THF/ELD, N. C. 27577
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AND DOUBLE PIPE CULVERTS D DIVISION OFNH GOHWAYS N
15" THRU 48" PIPE — 90' SKEW RALEIGH, N.C.
ACREAGE COMPUTED BY COORDINATE METHOD
GRAPHIC SCALE
100' 50' 0 100' zoo'
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REL11WINARY LOT �
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SURVEYED FOR
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TOWNSHIP: ST. MARYS
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-X'
-X'
-X'
'X.
Y'
-X
Y'
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
5
M
QTY.
-
-
-
-
-
-
-
1
1
2
2
2
2
2
3
2
G
QTY.
22
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
YD3
M
L
YD"
15
3'-3'
1'-8'
2'-9'
2 1/4' 9 1/r
5'-6'
0.7
2'-r
7'-8'
1.0
18'
3'-7'
1' -IT
3-r
2 1/r
10'
6'-4'
1.0
2'-7'
8'-11"
1.3
24'
4'-r
2'-1'
4•-0
r
id,
8'-d'
1.5
3'-5
11'-5
2.0
3d'
5'-0'
2'-G•
4'-7'
41/4 11 1/r
9'-r
2.3
4'-3
13'-5
3.1
36
5'-8'
2' -II
5'-G
4 3/4 12 1/r
11'-d'
3.4
5'-d'
16' -CP
4.5
42"
6'-r
3'-1'
6'-4'
5 1/4- 11 1/r
12'-g'
4.5
5'-1Cl 18'-6'
6.0
48
6-9'
3'-5'
7'-r
5 3/4' I 11 1/r
14'-4'
6.0
6' IF
21'-0'
8.0
ACREAGE COMPUTED BY COORDINATE METHOD
GRAPHIC SCALE
100' 50' 0 100' zoo'
3APAd7VT
$W , LLC •�
"SECT/ON SIX,*
REL11WINARY LOT �
Your $
SURVEYED FOR
HILLINGTON WEST SIL
TOWNSHIP: ST. MARYS
CITY OR TOWN -
ZONE: R-30
COUNTY: WAKE
STATE. NORTH CAROLINA
PIN:
uAi+Airnn AMIDM
I(V: 7 -LAI bWX 7/, f'AG1 91
B)WD SURVEY/NG, P.A.
PROFESS/OVAL LAND SURVEYORS
112 E. JOHNSTON ST. PHONE.[phone]
SM/THRELD, N.C. FAX [phone]
DATE' 7-10-2002 SURVEYED BY GHM DRAWING NO.
SCALE* 1 "=200' DRAWN BY- HJL 02-102
CHECKED & CLOSURE BY: LEB SHEET 2 OF 5

it
SURVEYORS DECLARAIJON TO WTfOM R MAY L17rVCERN.• but a i
This plot is a correct representation of the fond phtted, NOTE' 'censed Attome -At-Law should be consulted Y ~ ~ ~ ~ ~ ~ ~ North Carolina U y. tia+ of easements; ----BEFORE ACQUIRING A BUILDING PERMJT FOR LOTS MARKED B ~~~~~r~~s~~
pg cortcemrng correct ownership, width and loco h wn on recorded RICK * THE BUILDER MAY NEED TO 08TAIN A 8000 HAZARD . ~ li ' ~ i
on cemeteries or fomiry burying grounds not s o ASTE 11, 5R ~ y • mops or deeds mode ovoilab/e to the surveyor by the present PERMIT fROM COUNTY ZONING ADMINISTRAADN. THE BUILDERS ,
owners of time of this survey and other title Questions revealed ENGINEER, ARCHITECT, OR SURI/EYOR MUST CERTIFY ON ANY PERMIT , by title examination. It is the responsibAity of the present owner REMEIVT5 ARE MET. ' , •
of futuro owner, of the property shown hereon, to check for any THAT ALL FLOOD HAZARD REQUI • ~ ~ ~
wetlands, high water table or other water conditions which may THERE SHALL BE ND FILLING OR THE ERECTION OF PERMANENT sea rhon of this property to be unusable for certain uses ti `,00 Po f n notun is assun?ed by the surnyor fa any STRUCTURES /N 1HE ARRES OF WAKE COUNT?' FLOOD hG4L4RD SOILS '
No responsrbryity o a y known such os: ONES A OR AE ZONES ~
conditions which may presently exist but are un OR FEDERAL EMERGENCY MANAGEMENT AGENCY Z y~o~ 5R ^ Cemeteries, Fomiry Burying Grounds, Toxic or Hazardous waste UN1TL A FLOOD STUDY lS APPROVL~D BY WAKE COUNTY OR F.E.M.A.
h Materials, ETC. h , ~
~ I
M1
~ 2702 NO7F• THIS PROPERTY IS SUBJECT TO ANY
8 AND ALL £ASEMEMS, RIGM-OF--WAYS Z~0 ~ SITE OR AGREEMENTS OF RECORD.
SR
STP 27QT ~ I I _T_,___~ I T-" ~ I i I ~~E A I I \ ~ 60' R/W
1~ ~ i I `I \ I ? R I I II \ I\ 1 1 1 i
ti I \ I IM I ESTA I ~ 1 1 1 1 I II ~c'S•7A I I I I \ 11 11 1 I I 1 \
I900K OF I I +IIAPS 1969, PAGE 1871 BSI I 1 I I \I 968, PAG I/ I I 1 1 1 1 1 I i i \ i ~ / i £ 1871 I 1 1 i t f` 1 1
_ i I ~ ~ t' I i t 1 `~1` i I I I 11 I I I I\ 11 1 1 I I I / i t f I I I I I \ I \I I I
I T I i 1 t I '"t-' i ( 1 1 1 1 1 A/EAQIp I I 1 I I I I I I I 11 MBR4IDK I t` ? i r. / I I e ESTATES • I ?
I ? I r. I T I I I I I I ~ ~ I i / / I ? 1 1 I I 1 1i ~K OF MAPS 1968, PAG I I ` I ? ? ~
I 1 ~I. I / I I i 1 I ~ \ i ~ ~ E 187 ? I I I I r --r._I____~_- I I I I I II I \ i / 1 I I I I I I
~/C/N/TY MAP I 1 1 I J r' - r i I 1 I I i 1 i / 1/ ? 1 1 i \ I I I
I '1 I /i 1 I 1 1 1_ I f56/ I f 571 / i 1 I 1 ~ ~ 1 ~ ?54 / 1 1 1 I I I r _ ' / I I I\ I I
LEGENO I I / ~ ~ i 1 `r` \ I _ I ~ ~ / ~ / 140' i I r~ ~ 1 11 1 i I
~ I 1 1 1 ~ 1\
1 ~ / 160 61~ ~ . I / I 1591 1 I 1 'o UNE5 SURVEYED I ~ I / I I •
UNES NOT SURVEYED ~ ~ / 1
I ~ I 1 1 l ~ EJP £X/511NG tROW PIPE FOUND I ~ / 1 ~ ~ ~ NJP - - - - - NEW IRON PIPE SET I ~ \ / \ , / ~ . I . I / \ ~ ~
cc - - - - - coNneoL coRNER / ? H/LUN~TOW WEST SUBOMSION SECTi IWO~ . ~s a i r t I I 7 ~ 1~ 7 1WlA o ~ ~ G \ . , t I 7 ~ ~ ~ ¢ ~ ? \ ~ ~ , 1 ~ ~5,~.~ 11.81 I
EIS - - - - - EX/511NG IRON STAKE FOUND 1 / 1 BOOK OF MAPS 1998, PAGES 2391 2394 ~ ~ ~ \ 1 1 + \ ~ t'"' •1~~ i Swale N N ~
NlS - - - - - N£W IRON STAKE SET 1 / i ~ I - - - - - ElE MONUMENT 1 1 1 ~ , ~ ECM EXISTING CONCR i i ~ 5B 1 1 \ \ 2.71 Aerea ail 1 I Dlve on 3x927/5 f. 0 3Q,497 N 1 \ 1 Diversion Swale ~ I 1 I I ( Around Spoils Ano - ~ / \ ~
MENT I ( 1 1 I ~ I I CM - CONCRETE MONU 55 I O 1 1 wN I Grarel Corwtructrar? \ ~ I Bock To Levet Spreader' \h ' 1 ~ . \ 1 Around spoils Ana I . ( ' I t ~ Corwtructrar? \ ck To Level Spreodei I I Temporary
EX. PKN EXISTTNG P.K. NAIL FOUND _ _ _ I / 1 8" 1 I Enfronce ?05r 50ir ?ce ?05r Soar \ I IB° I I + t . ' . p • I , I I 1 ~ T Srlt I ~ ~ Tum Around
PKN - - P.K. NAIL SET ~ \ t J4 I / I PVC Ntater Une ~ SYarts At Sta. ? EX. RRS- - - - EXISTING RAILROAD SPIKE FOUND / `~7 At Sta. ?t 14 1 1 , w A ~rH \ I ante I ~ + ~ ~ / ~ / 1 ~ Tum Arwed t I I 1 . FencF ~ . \ ~ ~ /
1 , 1 m Construe on RRS - - - - - RAILROAD SPIKE 5£T fxiating 8 tote I 1 ~ ~ / , I/ 1 I i I. \1' ~ ~ 120' ~ ( . s r
- RrcHr a~ wA r 1 Section ~ Sta. 2f 14 I ExtsHng e° plug I n I / , ~ 1 •1.11 ~ . ~ Lever \ a ~ ` t2' ~
DB _ _ _ - - DEED BOCK ~ _ _ _ _ STAKE 1 / I .i ~ • 2" w I ~ ~ cn 1 . ~ Spreader ~ Q~ - _ ` r By' / \ I ~ ~ ~ ' \ \ • Y ~ /Custom \ \ ~ _ ~ ~
ELS- EXISTING UGHTWt70D I / ^ j B V' MBSL - - - - - MINIMUM BUILDING SETBACK UNf / i JO5r70 _ /~norr ' Bbw ON AIPFI ~ 1 •1 \ Temporory 2 Blow Ol/ - ~ ' ~ .1 1 / Basin 3 ~ ~
1 / , fX. AM - - - - EXISTING ALUMINUM MONUMENT III 5K,WT ~ A(1d 8" plug Mil vel .1 . I ' i ) h ~ ~ Conabuctiar S reader t 1 11 ~ „Gate Ualn 8• Plug
PP - - - - - POWER POLE ~ ~ I ~0 I ! 1 ,l .~,n, OHEL OVERHEAD ELECTRIC UNE / 54 \ ~ / ~o New Custan • I' I • I ~ 1 L + ubljB 1 t60' - ~ '~fiy / I . ? 1 L 1 I ~ \ (P ,i ' r ~ ~ .rte
I / Illl I `S~CTIO/V IWC! I / 1 I ~ / ~ ! Bosin ~ I 1 ~ I ~ , 1 ~ / ! 120 I I `
/ill If 1 N~ 62 ~ / I ~ 1 . •1 1. 1 . • \ \ ~ I 1 B•• / I 1 1\ 1 \ / 1 `fir
I ~ ~ /III ro • ~ T ~ 1 1 1 ~ \ . \ ~ ustom ~ \ / 1 / ~ / ' L- • 1 1 1 ~ . ' \ • IB9 Bosin 4 I ~ _ \
/ I I i BDA~ 7999, .1831 I ~ `7 r~' / R4 i ~ ~ / ~ I I l ~ ,J'9J ~ ,18.3 / / ~e \ • \ ~ I 1 ~ r / ~ / 1 \ . \ \ I . \
I ~ 1 ~ rBOIU J99a, g f 1 I ~ 'h 51 J / ~cE 2391 ,Ba+r 1995, , ~ r43 • • ' Le~ei 1 ~ I 8 1 \ ~ r f41G1E' 2391 r ~ I \ • \ . der 1 1 \
1 . V ~ l~Gt9 ~b / 8 ~ ~ ~ , •o\sP~ I 31,534 ~ F. ~ \ /9I~t9 ' ~ / Custom N , \ o ~ ~ • . \ I , ~ I 1 \ 3 t 091 5 f. 8 asin 2 m \ \ 4249? 5 f. I 1
i ~ 1 1 3 J ~ ~ 1 / bECldq~l ' .IKAV l B o 1 ~,o I I ~ r. \ \
I \Q' rec ' / l 31399 F. ~ \ \ N ~ • 1 N \ I i ~ \ i 1 0 Level ~ . m \ 1 1 N \ ( \ \ ~ `E, / c`r I 1 reader \11 1 \ 1 1
9~ ~ ~I i i 1 / I I~p \ 1 II I . \ 1 \ \ \ ! ! I EUZA W. BURNETtF
~ / ~ I .1 ~ ( 1 1 ~ / 71/ ~ ~ i 1 ~ i I i.DO Agee • N• l l 11.96 Aaas \ \ l / l 1 1 v I ~ \ \ /DEED BOOK ti63, PAGE 78
I ~ ~ ~ / h ' 1 \ ~ ~ \ \ \ \ / / /
\ I soo s pF l / I 30,000 s F ~ ~ / l I ~ ~Faeta sao ~ / I I ~ ~ \ \ / I
~ ~ 1 1 / / ~ sxr a 1 ~ ~ / ! ~ ~ \ ~ / /
7. ALL L015 W2L BE SERVED BY COMMUNITY WATER AND N1fANDiL(AL SEPIJIC S151EA~£ Q 9 / l ? 155 I ~ . / 3t5 . ~ 1 ~ / ~ ~ ~z 1 1 h I
MINIMUM SEIB~ICK taE4fa0~Nt~ ~ S~ / - -1,~5'--- 2. ALL LOTS N'1LL MEET ALL APPLICA6LE ~ , ~ ~ / -109 1 ~ ~'~i~--- Z + 1 1 ~ / i r 1 \ ~ er- ~ 1 I / I
J ALL PROPOSED R+A~OS ARE TO BE PY/BUC MID SKILL 6~ LIONIS7RUCIED i ~0/ / ' I I - 1' Q / ~ 1 , ~ oat srANaARas Q ~ ~ ~ 64 I ~ ~ 1 1 - _ ~ / r
4. MINIMUM LOT WIDTH AT THE BUILDING UNE IS 95. i I aearrwn 1 I - Z I 1 ~ \ 1 1 ~ soar ar wrls ~ 1 . \ 1 1 1 /
TAKEN fROM WAKE COL/MY dS MAPS i t>a0 S f. ~ 1 5. TOPOGR4PH/C INFORMATION (y I AIYD EROSIA+V REGUUTlONS. \ ' ~ / I ~ ~ i • 6. THIS DEVELOPMENT WILL CONFORM M91}I ALL SOIL w . ~ 1 ~1 1 / I~ J I ' 1 1 1 / / \
v I I 1 1 I ,3I9' I ~ 17,3 ~ t ~ ~ /mil I 34.,T05 ~ f. ! ~ 1 I 1 1 h / \ 17,3 \ ! t >,.1 1 1 1 /
J J 1• 1 \ I >I , a i ~ n II •111 1 1 N / I 4, \ i 88/ , ~ r t 1 / I ~ ~ /
~ 1 1 i I 1 J. J Ac. ~ 0 1 1 ry h h r• I 1 1 /
~ r ~a~l 1 1 1 1 1 1 { °j ti + I3Di89a ~ f. • ~ I ~ • ~ 1 1 • ~ / I
1 I ?dJ. > 1 1j 1 J2 ~ I 1 1 \ ~ I i i. ~ f,, o l h l n~ I 1 1 1 1 1 ~ al 1 I I f ~ / ! i. 1 1. / 1
111 \ ~ 1 .1 f 187 .r ~ / ! Ir. 1.• 1 1 1 1 ~ 1 ~ ~ I \ / I '~1 / / / i •r N t
it ~ ~ MMARY INFORMATION '18 } y \ SU ~ i E41~ 34,900 S F. \ . J ( 445 $v F. I 1 / 1\ ~ • ~ I I I I, r 4 s YbAb J i. ti + 1 1 i t J
III ! \ VIIE;S //y ~ C. N / I I I I I t Blow / 1 1 tv+ 2/f ~a I I ~j ~o . I ~
13.2 ACRES / i I I ~ EXIST/ ~ TOTAL ACRES /N 1NiS SECTION I ~ WELL Y ~ _ I I I 4b I ~T~' / / ~ I i I ~ ? 1 I I I / /2.12 ~ / 1.. + ? 74 I ~ ~ . I I !
1 D l ~ f 741 P SED LOTS I ~ ~ ~ LOT ~ / TOTAL PROD ~ ti ~ .30,000 SQ. FT. (M/N.~ 111 ~ ~ ~ a ~ / I ~ 1•I I N 1 \ /
AVERAGE LOT S/ZE ~ - R-30 ~ rl, ~ ~ I3o' . ~ 3aao0 ~ F 3aacD ~ F. ? ~ ? ~ / l sir I I I ~ ~ 1 I \ /
PRESENT ZONING 1 C~ ~ \ I I I ~ .1_ _ I l I 1 1 1
PRESENT USE WOODED 111 \ ~ ~ ~ , PROPOSED STREETS 925 L F _ ~ 111 ~ \ I i 186 + '-1 l 1 I I / \-/I ~ I - - 1 1 ~ / I I - 1 1 1 1 /
RESIDENTIAL - 1 ~ \ ~ D USE ~ \ ~ ~ PROPOSE s -1 ~ 66 ~ . , i I 1 / ~ 5 F I • i 1 2~0' T - - _ _ ill i / / 3 ! /
T--- ? 1 _ ~ 3 _ ~ _ 1 - - ~ _ ~
,'r20av F - ~75r / \ R II I I \ 1' ~pYC water I 1 1 1 a ! . ~ \ /
1 I i ~ ~ ~r/ < ~ / 1
1 I I ~ o ~ `tb • ~ ? \ 1 \ 1 I I I / ~ ~ ! I i 1 . /i I 1 /
/ ~
J 1 ~ (1"7? i~ 1 J I I ~ - ~ / \ \ / ~ / j ! \ 1 1 hh ! 1 1 ~ ~ ~
1 ~4 (471 1 I Y _ - Jd5 ~ HEA7~ I 1 ~ .155' - 10' Drainage i 1 / 1 I 1 ~ _ , / , \ l ~ I 1 ~
~ /N ? . C. I 1 u' ~ 1 \ / / I 1 \ ? I?1 i I \ ~
1 Nfi 1 67 a - --yo 1 LOT I, ~ 1 \ 4. ~ t8j1 / 9f/ I. ..I, 1 \ ~
I \ J.D4 At~ t9 i
1 / I I o ~ ~ (761 I , 1 1 ~ i 1 ~ I ! I 1 \ ~ 1 . 76 \ / / ? II 1 i
I ~ 1 ~ ~ i
( I 1 - - ~i' ,000 ~ t: I _ I - 3f0' .i 6„ ~ feence I ( ~ ~ \ ~ I I II \ /
_ \ Plroiooead 6 1 ,a ~1'a I i \ J19' 3 / i ~ I I \ / PVC Nbter Una \ , I I I I 1 /
/T 1 20' i PVC Nbter UM / i ~ I I \ Gate t~++ / / I ~ i ? I I 1
MINIMUM BUILDING 1471 ~ 1 1 1 1 Eosemer+t ~ ~ 8" Gate IAsh~+ / sir eASIN 1 I i s° cats ryM, / SETBACKS = care tanks 1921 / / I 1 ~ ~
2po ~ / ARfA 1 I / ~ ! ~ ~ I
p, ~ 1 6a tG ~ 1 I FRONT YARD •30 Z~ I 1 1 8"x 8'k 6" Tee hrTO' ~ ~ 205 A~ 1 Y r ~ / /
SIDE YARO 10 X c~~ I l0 1 J.JSAC to o ~ I > fOx~ / ~ ~ ~.V 1Kw`"""
ARD ,30 i 1 • T s~ , REAR Y ~ 1 1 00 ~ s Z II z S( 2g0 2~ f
CORNER S/OE YARD .30 0. ~ ~ ~ 1 1 'Q ~ ~ 1 1 • OWNER
MBSL------ MINIMUM BUILDING ~!y N ~ ~ f461 1 J00 I 1 SETBACK UNE ~ 1 ~ 1 Ana 8bck ro A~haol L27an l ROY & JAMES SMITH, lLC
C 0 ROY SMITH
4621 SELL/E DRII/E
J ~ I 1 1 69 GARNER NORTH CAROLINA 27529 ' I
3, I PHONE.• (919-772-4571 i
N ~ r 1 ~ O REF.• DEED BDOK 8519, PAGES 1241-1246 I,
Z N
W A
' SURVEYED FOR ~ • • ~
ACREAGE COMPUTED BY COORD/HATE METHOD PROFESSIONAL LAND SURI/E~'ORS
I v V / V / v I I ` V I 112 E. JOHNSTON Sr PHONE [phone]
REFERENCES SECTION SIX SMITHFIELD At C. FAX.- 989-9,01
Deed Book 8360, Page 915 I
PIN. 1639.02 22 8222 TOWNSHIP.- ST MARYS COUNTY.- WAKE DATE.- 7-10-02 SURVEYED BY- MY DRAWING NO.
CITY OR TOWN.- Wake County ETJ STATE.- SCALE.' 1 '=100' DRAWN B• M 02-103
NORTH CAROLINA Y.
GRAPHIC SCALE loo' 0 1ov 200' y ETJ PIN.- 1639.02 22 8222 CHECKED & CLOSURE BY• LLY SHEET J OF 5 ZONE.' R-30 Wake count
I I

I
TOP OF BANK
VAR. 6'-0" 8'-0" 5'-0"
PAVEiIIENT SHOULDER WIDTH WlDTN ~O,p5 I6~~ i ~I
+0 0.02 -0.02 +0.08 ' -
-0.08 DITCH
/ I -
- - -
H ULDER SECTION 5~-~° '°?s ~ SO / - - 18"
- 67 WASHED f "~"1 CLASS { I
TYP/CAL ~ ' -1 ~ RIP-RAP STONE (4 -5 THK.)
ll/ WAY TURNOUT GRADES ' DR E ~ t ~
1 ' 72 \ ~1
• \ J / \ FLOW .
EXISTING LOT \
CURVE 1 \ 'C ENTRAPPED SEDIMENTS
CURVE DATA HILLINGTON WEST S D ~ \ ~ o \ o ~ ~ V MUST BE REMOVED BEFORE 1 ~ REMOVAL OF DITCH CHECK
a = 1r-32'-19" s£cnoN Two \ 1 DAM. 179
_ ~ BOOK OF MAPS 1998, PAGES 7391-2394 / r 70 . ~ R 535.00 1 1 \
o T = .7T 177 ti 58 ` v ~ p i _ p - 117 8' l 1 178 ~ ~
0'= 10'-42'-34" p O• ~ ~ ~ ~ ~ ~ ~
STA. 0+00 =CENTERLINE ~ ~ NO SCALE
T SIT X STREET I RI/ ~ INTERSEC ION OF E CU E Z Q,1
WITH THE CENTERLINE OF C CURVE DATA ~ ' ~ •
HY BRANCH ORII/E l I / ~ BUS p ~ ~ I ' Temporary Ditch
0 for Turn Around (Typ.) ~
~ R = 710.00' / 0~ ~ v / F ~ T = 257.174' / Croding Limits Fence Provide
~ R W ,~a a~' ~o / ~n Fence ~ - Q Q• x x ~o c A - 493.47 / _ / Orversron Stile Tem oro Around Spoils Area p rY
J l rv , ~ ~ D'= 08'-04 -11 Sid Fence { J • Back To Le?rl .Spreader Turn Around ~
- Cury ~ v ~ ~ 9 J~ Divrrsian Swo/e \ x / • • - • - • , e ,~'1 • c fv} w h0 Arowid Spills An+a 1 ~ roM x / D ~ Check Dam \ / ~ ~ .
. / f Back To L er h evat / . -A R oa k C ~ Spread / / \ 50 ropch x / x / /I Temporary } n Grading Limits
Exsan 8 PVC ~ • / ~ / , \ a / - d F• ~ 0 0 8~ I Woter Line - _ ~ ,'S ' \ • ~~'rs • c ~ 'h ~ f~ / Custom Bolin /3 ~ , ~ ,q, h~ Sta. 11 +38.11= / i ~ ~ ~ r
t0' X 70 ,•p 4' 1`~q ~ 0 ry / SQ ~h 1 x / ~ J ~ \ • •.~9 ~ ~ 0' 6rodin Limits 0 S 1 C= o~ x / $ IlS/ w= w / Property Line
I H7 TR/AN ~N ~ F ?1 • 0 V 0 9 / f Ot ~ \ / R/W sc ccE ao ~ ,o ~ / I ~ ~ I.c~ . 1. F U6!/ oy@ 0 Q' x Bpnk ~ 35'x60' ,x l4%!~ 1 x, ~ ~ ~ / ~ ~ = r I / D / D - Eliza W. Burnette ~ .x / AI'e0 War Length= 10' /
62 .y .25 Sfi ~p °q ~ / / Permonent / ~ P' - ~g \ ~91~ / Temporary Spoils ~ - / / Curye 3 _ Deed Book 663, Poge 78 I
~ ,o \ ~ ~ ~ ~Q. Gustavo Bolin /I / / Construction x 10' X 70' I'C ~ ~ /4/eQ I I Eosement ExrsriNG Lor ~ \ L= / x / / . ~ Tem oror 2" / / / ~ ~ Blow Off Assembf
SIGHT TR/ANCCE o/P~ ~ / f Srl! Fence At I ~ Level l! \ W= Level Spreader cA i ~ y
I I T N WEST S D ~e ~ Crodin limits a, , I Tao ~ ape H LL NG 0 ~ _ Qetwy/ ~ / ~ • ! 8" Gote solve f - / / And Pug
SECTION Two ~ Level Spreader / x~i,_x / - ~ I ~ ~ ~ .C BOOK OF MAPS 1998, PAGES 2391 2394 Existing 8 Gate halve \ ~ Detar7 / ~ x ~1x I
~ c Est 9 g ~ ~ / / r ~i~~i ~ Check Dam ~ • W°te ~ /
D o Existing 2' Blow Off Assembly ,Q I ~ 16 i1y \ ~ w r VG ' r in imi P / G od g L is i
~ Remove Z" Blow Off And ~ 0 ~ I ~ ~ 8" Plu And Be in ~ o ~ ncrete Heodwo \\o i e B / plop°S ~
h I.; ~ 83 New Construction J ~ • ~ See petail \ \a W I .h 1 2Of5 p, ~ ~ S et a i~ Grading Limits ~ . CURVE 3
-NATUR,QL GROUND W , .c ~ • .1 ~ - \ ~
k I ~ EXISTING LOT ~ • - . _ A,..- • ~ ~ TA PUBLIC 50' STRfC7 CURVE DA ~ ~ Temporary / RIGHT-OF-WAY
-FINISH CENTERLINE G ADE ~ l - Custom Bosh /4 ~ . 2Q'-35 =47„ L= 1 - ' ' .
o HILL/NGTON WEST S D Gradinq Limits - I } ~ ~ ~.r \ ~ I W SECTION TWO ~ -.r W= R - 610.00 8' 20 (i' S'
- - -F W DIRECTION " \ x• LO BOOK OF MAPS 1998, PAGES 2391-2394 - - Level seder - I ~ SM p~ - T - 110.836 SHOULDER PAVfAI£NT SNGUID£R DITCH x~ ~ . See Detod IYa~ length- 10 , A = 219.28
0 \ ~ I / ~ D'= 09'-23'-34"
I ' TemPoraY x- x~ x~x SIL T TRAP / 186 custom Basin /2 Double 4e° RCP a 1.OOZ • CONCRETE HfADW.4LL ` f/4" P£R fT.
J L= Level Spreader \ Sid I I \ SiH Fence At Pi h = J 12'w? 1 ~ ~ PER rf pE'R
/ Ws Se' a Detal7 \ Tae (IJ - x-x-x-- - -SILT FENCE ~ Ds - 35'x60'' ~,r \ \ L \ Tce Ol Slope Plus A Flared End Section ~ 5l~ ~r ~;1
~ 1 NEir Length- f0 Grading Limits Pemionent ~ ~ f \ \ m £n 1 ~ 1,5 IMCiIfS 01~ S-9.51 8" At/NIAIUAI A' M On Downstrea d \ \ , Ft° ~a° ~ r stAafiapA~' AsPH~tr ,uLr ABC Na ~ STONE
_ _ _ _ _ _ _ ~ ConsNuction ~ Ot \ ~ - - - - - - - ~ - - -PIPE I ~ I l•'-"" • G~" t „ EOSemeQt \ \ s 1 1 ~ 1 \ ~ \ 18~ 181
~.q~• ~ 1 w \ I 185 Zc~ue2' \ l \ ~ J /
~ i" - - - - - - IMIT F CLEARING I ' 'J ~ 50 ` L S 0 60 R 20 PAVEMENT \ 1 8.3 1 TYPICAL STREET 50 50
I ~ l ~ ~ R~ non i I Pa' . 1 ~ Ri nan \ 1 R S Tl N ~ n C OSS EC 0 Rpano i po
I HOR/ZONTAC SCAIE 1 -50 I Buffer ? Buffer \ ~
- - - GRASSL/NED DITCH 1 ~~=5~ BUI~~ I vERncAC scALE ( I
WITH FABRIC LINING w d. ~ w w O~
~ ^ ~i w w ~ ~ ~ ^ n ~
-
a Oh ~ w I h_M ~ ~ O+i q~
h ~ N _ "5
W ~ ~ ~ Q W ~ N~ H m -o+p Q ~ ~ - H M ~ ~ EL.=300
~ o EL.= 0 0 a Q * h o i ~_Q ~ ~ q ! (h_01 0 ~ h
k C9 H N b W 2 ~ m Q fL =325 Q N 4 W ~ ~
E1.=325 ~ ~ ~ ~ W ~ N ~ + 1.00 ~ -
qW k ~ 0 W ~ c ~i
O Wit 4 a =2 4 W i i ~ fL.=295
00 W OV'W ~
• W A a o I
vl ` ~ Q ~ - EL.=320 ~ W ~ N EL -320 4
2 2 ~ S2
W V ~ ~9,$. ~ Q W ~ El.=? fL.=290
~ W ~
xy
cWi 3 ~ - EL.=315 EL -315 ~ O p
~o 'F ~ 6 6 ~
W EL.=2 EL.=285 ~I
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EL.=310 LE~£L CIP OF SPREADER
EL.=280
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EL =305 -III= - ICATER STAPLED - I I I- % 05' I
fL.=305 ~ ~_III f/ITER FABRIC ~
BURIED 6"
EL.=2 At/N/~lU~l EL.=275
I SECTION THRU LEIrEL SPREADER
~r'O = 11 0 F NC 7 10 DESIGN COW 2.15 CFS
.=300 $ E =300 EL l~C = .110' K = 20 fN1RY WIDTH = !0'
K = 28.05 DEPTH = 0.5'
EL.=2 O - ~ END WIDTH = 3' EL.=270 a w LENGTH = f0'
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EL=295 STA. 6159 ONSTRUCTION EROSION CONTROL PLAN C ~
0 o Double 48" RCP _ - 0 0 ~ Invert In ~ 289.50 FOR ~ . !i
• ~ ~ EL.= 65 !overt Out = 26830 • PROFESSIONAL LAND SURI/EYORS 112 E. JOHNSTON ST. PHONE.• 989-9300
b p SMITHFIELD, N.C. FAX.• 989-9301
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rf • • u' cn TOWNSHIP.' ST. MARYS COUNTY•• WAKE FIELD BOOk' DATE. 1-1010D? SURVEYED BY.•GHN,JW 350' ~I
is cncr AAAlA/ c7'DG'I-T D n RnY s1Q5 ~ ° 3~~
CITY OR TOWN: STATE.' NORTH CAROL/NA SCALE. i" = 50' DRAWN BY.' 06',T, //Jl DRAWING No.
BENSON, NORTH CAROLINA 2 7504-0 695
PHONE: [phone] ZONE.• R-30 PIN.- CHECKED & CLOSURE BY- LEB 02-104 ~i
FAX [phone]
$ $ SHEET 4 OF 5
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TOP OF BERM CAP TDP OF PIPE 6' PVC OR y I
b' PPC RISER VITH SLOTS TOP OF BERM A 'i
SEE NOTE tl 1 - SIDES OFPSPILLWAY 1' MI 2' MIN W 1' 6' FREE80ARD AON -1 1' FREEf30ARD MIN W 1. RIP-RAP TO BE USED IN CHANNEL BED WHERE d y I W SHOWN ON PLANS.
`~W TOP EIfVATK1N OF STORM WATFR ~W TOP ELEVATION OF STORM WATER ~ ~ - _ Z, IF BEDROCK IS ENCOUNTERED WTIHIN THE LIMITS OF THE
FlAOD STORAGE IDNE ,t4~ TAB ~i fL00D STORAGE ZONE ~5 WASHED STONE ~ d _ 3' NIN 4 TD't TOEWALL BEGIN TOEWALL ON THE BEDROCK. OR AS
"l, ~ MAX 4' MIN 3' TrLL~BA$IN CAP E ZONE EMBED 1B' } 1 18 ~ m" + fi t DIRECTED BY THE ENGINEER. ~ tEf \ 3, WHEN ONLY ONE SIDE UIRES RIP-AAP I OR II. m" ~ 2 min ~
(TO ACHY) 4' MIN 3' SEDIMENT STORAGE ZONE (TOTAL &ISIN CAA It GRASS LINED CHANNEL SECTION - - Usr STATION AND SIDE OF SAME.
1.5' MAx SEDIMENT DEPTH 1,5' MAx SEDIMENT DEPTH ~1 RIP-RAP GRAVEL BEOD - - ~ PVC (NO SLOTS) 8' MIN OR FlLTER FABPoC A 4. 4 {MINIMUM OF /57 WASHED STONE OR GEOTEXTILE
MAX LEVEL OF SEDIMENT COLLECTED TARP EXTENDS TO TOE OF BACKSLOPE DETAIL OF CLASS I RIP RAP UNDERLING 5 REQUESTED WHEN USING A STONE GRAVEL BEDDING y DWJETER)
CLEAN BASIN WHEN THIS LEY0. IS NAX LEVEL OF SEDIMENT COLLECTED RFJuCHED tt5 WASHED ST~IE FILTER CLEAN 8ASp1 WHEN THIS LEVEL IS 15' MI 1' MW PARABOLIC-SHAPED WATERWAY WITH STONE CENTS iITH STONE CENTER DRAIN ;TRAPEZOIDAL oR FlLTER FABRIC y R S. FOR 'Y DRCH W LS 0' ~i
TO TOP OF HOLES ~ (SHAPED BY BULLDOZER) ) G W I _ i
SECTION THRU BASIN AND FLLTER SECTION THRU BASIN AND FLLTER w .y I I
WEIR LENGTH VARIES tSEE NOTE 3) NIN, 12' TOP OF DAM GRRY RIP RAP UP SIDES OF SPILL WAYS .II ,II~..~ d II ~~I• (I 27 MIN. CLASS I 2Y MIN. CLASS II ~ BED ~ G
4 TO 12" I II, IIINiI. u ~ x s
i'-6' 10' MIN t B' GRASS LINED SECTION WITH JUTE MATTING
TARP PROTECTION DITCH AND WIRY TARP SEDIMENT EDGE tMIN. 12'> flOp, PIT 4' 4' i' MIN FREE BOARD ~ DETAIL OF CLASS i OR CLASS II RIP RAP
4 5' ~ ~1 RIP RAP OR FlLTEAD~ABRIC
A 1 A * ! J' _ CLASS I CLASS II
FFLE CTYPJ ~ 3' t * ~ 3' - WATERWAY WITH STONE CENTER 0 V SHAPED 40 PVC V TH CLEAN-0I~ DRAW DOWN RISER SHALL HE 6' SCH 1 f 4 EM' plr TRG R SHAPED BY MO 0 RAGE HA PLAC D it VI 1' ON DE, ) AP AND S OTS, SLOTS S LL BE E 8 C L ii::T~ i 3' MIN r5 WASHED S10NE ( STONE CENTER DRAIN LENGTH OF DITCH w x w x )R GRADER) To aE USED WHERE EXCESSNE STORMwA1ER o'S' All 3E" i
CENTER RADIAL ARRON? PIPE. VERTICAL SAY CUTS 24' L@IG, ~ THE TARP SE TO PROTECT THE VEIR SHALL BE THE WIDTH ~ z uD VELOCITIES PROHIBti VEGETATIVE LININGS. Z2" MIN. CLASS I 6'-t0' 17 ~ 511E OF STONE MUST BE DETERMINED BY 4'-0 C1A55 II it•_pO• ig
a SPECIFIED, THE LENGTH ff THE TARP SHALL BE ACCORDING . !/1 TD AVAILABLE SUPPLY, IF MULTIPLE TARPS ARE TO BE R DRAW DOVN /yp / / Il~l~llf~lr~ll~l APPROPRIATE DESIGN PROCEDURE
THEN TARPS SHALL BE LAPPED AT LEAST 12', THE UPSTREA p Typ 12' TARP SHALL OVERLAP THE DLIVNS1TfEAM TARP, THE TARP pMENSKINS FOR d R W VARIES ACCORDING 27' MIN. CLASS II 2'-Tf CLASS I ~i TO DESIGN.
SHALL BE .50 Mil HEAVY DUTY SILVER TARPAULINS F~2 LLV, CLASS 'B' RIP-RAP RESISTANCE, SEE DETAILS SECTION THRU BERM AND FILTER PERSPECTNE VIEW
3, VEIR LENGTH FORMIA.A IS O1~CLH 3/2 -010=1~06L LONGITUDINAL SECTION AA,BB OR CC i
THEREFORE - Le010/I,06 PERSPECTNE VIEW STONE LINED CHANNEL SECTION
WC24 STANDARD RIP RAP IN DITCHES WC27 ~I
TEMPORARY CUSTOM BASIN GRAVEL AND RIP-RAP FILTER BASIN DETAIL WC$ RIP RAI
RIP RAP LINED CHANNELS WC26 TYPIGAL CHANNEL SECTIONS I
• PIPE DIR. Step 1 DrNe steel fence pod at Imet 1R' into solW ground. W000 POSTS AAE NOT SEEDBED PREPARATION I,
ACCEPTABLE i ~Al~e, _ A. Bury the top end of the jute stripe '°~E II
HorimMal metal wired few to vettzoi in a trench 4 inches or mero in ~0 Pmt r~ P~+• 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES I
Extra pod in middle of opening, TI N OF ALL FlLL IS RE(uJIRED.DIVERSIONS DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. II A A a, MACHINE COMPAC 0 i
Eby .uu~,u~/ RIPRAP SUFFlCIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
Minimum S' wide o ni O r' ' Pa "g .,r.r~' ~i INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTK)NS I~ CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
Madmum S / between WITHTHIS OPERATION IF SEDIMENT CONTROLS AND DVERSIONS 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
~,y 8. Tamp the tronch fu0 of ae0. ARE INSTALLED IS EACH CRmCAL POINT IS REACHED). UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
Secure with raw of doplee, 10 inch spacing, 4 inches down from the b, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY 5, CANfINUE TILLAGE UNTIL AWELL-PULVERIZED, FlRM I ) I
tretxh. ,kJ~ TYPK:AL CONC. y / CONSTRUCTION OPERATIONS. REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
W~ ~y? sECna+ 1 c, DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN fi.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
O eC y VIEWS C. Owrlop--Bury uppr end of bwer y ~y IN PLACED OVER 30 DAYS. SEED LIGHTLY WiTH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
LOOKING 'I"p os In 'A' and 'B'. Overlap ISOMETRIC VIEW d, CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. 7.) MULCH IMMEOUTELY AFTER SEEDING AND ANCHOR MULCH,
DOWNHILL ~ of thP ~P 4 ind+a and PM REPAIR AS NECESSARY.
SECTION AT GAP A A 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
'Hog Wire attached - y ~ to pods with lengths of wiry O _~si . ~ . J• t2" MIN RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF PLAN ~ STAND SHOULD BE OVER 80X DAMAGED, REESTABUSHFOLLOWING
y " ~ ORIGINAL. LIME, FERTILIZER AND SEEING RATES. SLOPE 2:1 cN0
Fabric faked over ~ v° q horizorttel pod ~z ~ ~ ~ ` IN PECTOR ON MAINTENANCE TREATMENT
Horizodol pod 0. Erodon amp--Fold of Jute lwried NATURAL GROUND 9.) CONSULT CONVERSATION 5 I AND FERfIUZATION AFTER PERMANENT COVER IS ESTABLISHED. OR FlLL OR CUT
in aIK trench and tamped, double Fence and fabric or doTd~• do ~ PIPE DIA SLOPES COMPACTED FILL ~ APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
twried In Geneh i~ Lo ~ APRON LENGTH ACRE IN CUY SOILS)
d X g' trench W ~ Ste 2 Use Sta lea t' to attach badcRllsd and 3 x PIPE f MIN P fabic to beg wire, compacted. d ~ APRON DEPTH PLAN BERM FER11uzER - 1,000 lbs. /ACRE -~0-10-0
1~ b ~ d SUPERPHOSPHATE- 500 Ibs> /ACRE -tax ANALY51s
kti ~o g 't' ~ i' • 18' MIN ~ MULCH -2 TONS /ACRE -SMALL GRAIN 5TWWV `y ANOTHER -ASPHALT EwN1lSI0N •300 GALS./ ACRE WC3
~h ~ FebAc cut and folded over the ; wo ~ Le
. , horizodol fence poet a ~ SLOPE 0 X FlOyy _ y y W ~ ea ~ -
r ;~1 Tap d 6dfle rlaldd bad W W W e SECTION A-A FAter blanket
. flan tlM batbem ~ ao' ~ Q j~ °f tta apilwair. W W
SEE API SEE APPItOPfeAIE 9CIIFDIriE FDN DIMENSmNS DITCH
~ V'.. ~/~7~Q~ e ~ d SECTION A-A 1. La 1. La is the length of the riprop apron. 18 MIN
• Filter blanket 2. d TYPICAL STAPLES SEE APPROPRIATE SCHEDULE FOR DIYENSKINS 2. d = 1.5 times the maximum shone diameter but FLOW
not , i~ Gouge Wirom • , , , 1, la is the length of the riprop apron. not less than fi" 12' MIN ~ ~ f
•s` 3.In~ 3. In well-defined extend the apron up the
• 2. d 1.5 times the maximum stone diameter but choi not less than fi mar channel banks to an elevation of G' above the CONSTRUCTION SEQUENCE maximum tailwater depth or to the top of the
Bottom of beffk F. Prsae ends of jute 4 krehea info bDn~ in troneh and troneh hank which ever is less.
filled with Boil and compacted. tiro mil around drueturea and aecuroy 3, A filter blanket or filter fabric should be 4. A 1 installed between the riprap and soil foundation. WC29 insl WC28 ~ 1.Obtain a land disturbing permit. Schedule a preconatruction 4. A filter blanket or filter fabric should be conferonce with the Enrironmental Engineer _g installed between the riprap and soil foundation.
2. Install grovel construction pad, temporary diversions, elk
Baffles for Sediment Traps and Ponds WC10 TYPICAL JUTE MAT DETAIL WC25 PIPE OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL BERM/DITCH fence sediment basins or other measures as shown on the PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL
approved plan. Clear only as necessary to install these devices. Seed temporory d'nroroiona, berms and t>aains
CUSTOM BASIN DETAIL immediately otter construction.
NOTES: WC4 POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. 3. Cali for an on she inspection by the
t O~ MAX. TARP ETrn TARP EXTEImS 1OWEKt IF SLOPE EXCEEDS 2X, SEED AND MULCH DIVERSION. TRY Environmental Engineer to obtain a Certificate of Compl'ronce.
TDE OF 5 NAS To B TOE OF SLOPE 5 CAP ~S~R Wl~i sLOts~ NOT TO IXCEED 5R HIGH VELOCmES RELUST). MAXIMUM ( RUNG CALCS.. 4. Begin clearing and grubbing. Maintain devices as needed. ~I ~ ~ ~'VW~IORED WEIR D. A 5 ACRES WITHOUT SUPPO Rough grade site. I
12' te' DIVERSIONS AT THE TOP OF SLOPES MUST EMT'TY INTO AN
MAX. SHOULDERS SIDE DITCHES, SLOPES (MAX. 3:1) T,wp ~ STONE y` APPROVED SLOPE DRAIN. BERM/DfTCH IS MOSTCOMMONLY USED, 5. Install storm sewer (if shown) and protest inlets with block • gravel FlLTER ~ inlet aantrOM sediment tro or other a measures as shown
4 PVC OR o ~ Pa PPr~
PLANTING TE C TEMPORARY DIVERSION BERM/DITCH on the plan. Begin construction, building, etc.
DATE TYPE _ 5' x a' x ~ 5' x a' x te' ~ cPP LENGTH 6. Stabilize site as aroas are brought up to finish grade with d50 - s' stONE APRON vegetation, paving, ditch lining, etc. Seed and muk:h denuded
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS./ACRE ~D - ~ NOV. 1 - MAR. 1 TALL FESCUE 300 LBS./ACRE or~a within fifteen (15) days of completion of any phase of
X12.5 GA. & ABRUZZI RYE 25 LBS./ACRE 10 GA. INTER. WEIR DETAIL construction, ~i {
MAR. 1 -APR. 15 TALL FESCUE 300 LBS,/ACRE WIRES APR. 15 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS./ACRE _ 7. When construction is complete and all aroas aro stabilized I, TOP OF DAM completely, call for an inspection by the II
t~ Environmental Engineer.
JUL. 1 -AUG. 15 TALL FESCUE AND 120 LBS./ACRE BROWNTOP MIMILLET 35 LBS,/ACRE rsrctl uo0 ~ 8. M Bite is approved, romove temporary diveroions, sik fence, sediment ~I
OR SORGHUM -SUDAN HYBRIDS 30 LBS,/ACRE TAr:P PROTECITON WEIR LENGTH Tom, Eor~ yA, basins, etc., and seed out or stabilize any resulting bare areas. {MIN, tY OF T+ua') All romaining permanent erosion corhrol devices (such as
NOTES: ~ t) DRAW D NOTES: velocity diasipataro) should now lte installed. I t) DRAW oowN RaER SHALL BE d SCH +o PVC WITH CLEAN-err CAP Arm sT.oTS. SLOTS SHAD. BE
' SLOPES 3:1 TO 2:1 t" vn~ PIPE (4 FROM T t vnDE vERTICAL DoE curs. SLOTS SNALL BE PUVCEO AT sa MtfERYALS AROUND THE / 9. When vegetation has become established, call for a final efts PIPE 4 stDTS .slots SHALL eE ~ La+a oNE sEr ~ slrns sHAU BE sEPAeTEV eti n the Environmental E irleer FROM{THE NE)~ SET 8Y ~ OF SOLID PEE. THE NIRIBER OF SETS OF SLOTS SHALL BE 6' MIN 1 1nap0 0 by ng ,
DEPTH i DEPRt ~ BASRt MiNI~ ONE Obtain a Cert~cate of Completion.
MAR. 1 - JUN. 1 SERICEA LESPEOEZA (SCARIFlED) 50 LBS./ACRE 2) THE TAI 2) THE TARP USED TO PROTECT 1HE WEIR SHALL BE THE WIDTH SPEgFlED. THE LENGTH OF TARP SHALL 8E ACCORDING TO AVArIABLE SUPPLY. IF MULTIPLE TARPS ARE USED TO
& TEx~roio~ (MAR. 1 -APR. 15) ~ TALL FESCUE 120 LBS./ACRE u~PSrR, ~ ExTENO PROIECt10N TO TOE OF BACK SLOPE THEN TARPS SFVJl BE OVERLAPPED AT LEAST 17 UPSTREAM TARP SHALL aYERIAP DOwrISTREAM TARP. tHE TARP SHALL BE .50 YIL HEAVY NCDOT (5 OR X57 WASHED STONE DUTY SILVER TARPAULINS FOR SUN RESISTANCE. Environmental F.ngineero Offal
4" WOOD POST (MAR. 1 -JUN. 30) OR ADD WEEPING LOVEGRASS 10 LBS./ACRE 3) BASIN SHAl1 BE CLEANED OUT WHEN 1/2 FIRL
AR. 1 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS./ACRE z) BASIN ' (M ) OR ADD WIRE FABRIC 32' MIN. JUN. 1 - SEPT. 1 TALL FESCUE 9~ID. 120 LBS./ACRE Byron Brady 85B-fi195
BROWNTOP MILLET 35 LBS./ACRE TEMPORARY CONSTRUCTION ENTRANCE WC6 Marv Cox 856-7558 Kole lemaster 856-6198
MARAFl 140 «a jO8 SORGHUM -SUDAN HYBRIDS 30 LBS./ACRE Dave Parnell 856-7549
SEPT. 1 - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIEO) 70 LBS./ACRE ~ Daniel Rowe 856-7459 LINING SAME NOTES: APPLICABLE AT ALL POINTS OF Les Squires 856-6199
NOTES: AND TALL FESCUE 120 LBS./itiC,RE AS DITCH ,MQIF~; INGRESS k EGRESS UrliiL SIiE IS Jake Taylor 856-7548 I
1 F N F RIC TO BE A MINIMUM (NOV. 1 -MAR. 1) 9QR ABRUZZI RYE 25 LBS./ACRE ~ E CE A8 ~qy C a. NCDOT / 5 OR }'S7 WASHED STONE SHALL STABILIZED, FREQUENT CHECKS OF WC 1 'W .PAD TO BE STYL X ZO'W X 5' THE DEVICE AND 11MELY N~ OEAT~MINIMUM. MNNTENANCE MUST BE PROVIDED.
36" 32" IN WIDTH ANO HAVE UNE N~
26" WIRES 17 MAX. SPACING. b. TURNING RADIUS SUFFlCIENT TO I~ 0o Do ACCOMMODATE LARGE TRUCKS IS TO BE
2. STEEL POST SHALL BE 5'-0" IN LENGTH WITH SELF FASTENER O~°~ o~ p~ o q11~ PRaV10ED.
TAMP BACKFILL HOOKS CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL ~~0 8 °o~ 0 ~ II pt',~o°~0° O {~p~~O~'OO° c. ENTRANCE(S) SHOULD BE LDCi1TED TO 004 -(J" o~ PITO'VIDE FOR MAxIMUM UTILITY BY ALL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE 3. WOOD POST TO BE 5 -4' MIN. ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER 0000 o°~Q~o 00 / CONSTRUC1Kk1 VEHICLES. ~ °o 00~ ~ I ~o,° p gg~~ °o
~ LENGTH AND 3" IN DLR. MIN. WIRE SEEDING RATE COMBINATIONS ARE POSSIBLE. o °8 0 oO O° $o d. MUST BE MNNTAINED IN A CONDmON
FABRIC SHALL BE FASTENED TO O 8~ o WHICH WIU. PREVENT TRACKING Olt °Og~gfPo DI~CT FLOW OF MUD ONTO STREETS.
36" THE WOODEN POST WITH NUMBER TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT Op0 ° PEi50DIC TOF~RE551NG wRH STO SILL BE NECESSARY; KEEP SOME HANDY.
8 WIRE STAPLES 1Jf" IN LENGTH VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE ~ AT EACH LINE WIRE, MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. \ WHICH STILL MAKES R
/ . ~ e. ~ RAWINO N0: to P D ~ P ONTO THE ROAD MUST EIE CLEANED U Q ~ p~5~ IMMEDIATELY. n 7 ~ ~ ~
TEMPORARY SILT FENCE DETAIL
WC34 WC33 I I L/Z - I U-.; u SECTION SIX SHEET 5 OF 5 ISSIPATOR DETAIL wcai CHANNEL Q
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