20041071 Ver 1_COMPLETE FILE_20040630

i&:
RICE &
ASSOCIATES
WETLANDS/ 401 GROUP
JUN 3 0 2004
WATER QUALITY SECTION
June 29, 2004
Mr. John Domey
Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260
(copy e-mailed; original mailed)
Re: Temporary Stream Crossing
Old Mill Stream Phase 5
Wake Forest, Wake County, North Carolina
R&A Project No.: 03-031
Dear Mr. Domey:
0 1`
Rice & Associates is providing this notification solely as a courtesy co or the above referenced project.
Per 15A NCAC 028.0233 written approval for 401 Certification is not required for buffer impacts from the
construction of temporary roads; provided disturbance is less than or equal to 2,500 sf and vegetation is
restored within six months of initial disturbance.
Please find the attached Pre-Construction Notification Application and temporary crossing exhibit
dated June 29, 2004 for your file. If you should have questions or require additional clarification
during the review please feel free to contact me at [phone], extension 105.
Very truly yours,
RICE & ASSOCIATES
?wwct?s?.- ?• /Q1 c?
Cameron Rice, P.E.
cc: Steve Gould, Gould Construction
Mike Scortino, S.T. Wooten
Jennifer Burdette, USACE
Kale Lemaster, Wake County
978 Trinity Road - Raleigh, North Carolina 27607 • Voice 919.854.0811 - Fax [phone] Email: [e-mail]
Office Use Only: Form Version May 2002
1
USAGE Action ID No. DWQ No. 107
(lf 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: N/A
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mill Creek Partners
Mailing Address: 833 Wake Forest Business Park
Suite A
Wake Forest, North Carolina 27587
Telephone Number: 919.556.2519 Fax Number: 919.556.2001
E-mail Address: gcor2(ciPearthlink. net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Rice & Associates
Company Affiliation: Agent
Mailing Address: 978 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.081 1 Fax Number: 919.854.0812
E-mail Address:[e-mail]
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Olde Mill Stream Phase 5 - Temporary Crossing
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1842.04-61-9000, 1842.04-61-5041
4. Location: End of Coram Fields Road in the Olde Mill Stream Subdivision
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Olde Mill Stream Phase 5 (lots 1-60)
Directions to site (include road numbers, landmarks, etc.): From Wake Forest take U.S.
North Main Street (Hwy. 1-A) towards Youngsville, take a left onto Harris Road
(North Side Loop, SR 1931), right onto Branford Mill Rd. and left onto Coram
Fields Dr.
5. Site coordinates, if available (UTM or Lat/Long): Not Available
(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): Total of two (2) tracts = 23.03 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Richland Creek
River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Mountainous terrain with slopes ranging from 7% to
40%, containing existing wetlands, floodplain, Neuse River Basin Buffers with
vacant and residential uses surrounding.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used:
Installation of two (2) temporary road crossing; one at the end of existing Coram
Fields Road and the other 750 If northward from the end of existing Coram Fields
Road. Both crossings disturb less than 2,500 sf and both are located on different
unnamed tributaries. Vegetation will be restored within six months of initial
disturbance.
11. Explain the purpose of the proposed work: To allow temporary access at the creek
crossing so Froehling & Robertson, Inc can perform soil borings. Soil borings are
required for the design of the proposed Low Profile Arch Span footings. It takes 9-
12 weeks to get the product on site after the footings have been designed.
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.
A NWP#12 was obtained from USACE on June 8, 2000 (Action ID: 200020002) and
a 401 Water Quality Certification was obtained from DWQ on June 28, 2000 (Proi.
# 000626), a Neuse River Basin Riparian Buffer Ruling (NBRRO 00-145) was
obtained from NCDENR. The previous approved impacts were for the installation of
sewer lines and the placement of Fill and rip-rap for stabilization. There has been
270 If of perennial stream impact due to a road crossing during Phase 1 of the
Subdivision and 0.02 acres of previous wetland impacts due to sewer line crossing.
Another PCN was submitted on June 7, 2004 for a NWP #12 #13 & #39
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No, this is the last phase of the subdivision
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
Page 3 of 8
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Two (2) temporary roads that
disturb less than 2,500 sf each on separate unnamed tributary. Vegetation will be
restored within six months of initial disturbance
2. Individually list wetland impacts below:
Wetland Impact

Site Number
(indicate on map)

Type of Impact* Area of

Impact
(acres) Located within
100-year

Floodplain**
( es/no) Distance to
Nearest

Stream (linear
feet)
Type of

Wetland***
WISN 1 Temporary 0.06 No 0 Forested

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fenia.eov.
*** 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: 2.18 acres
Total area of permanent wetland impacts proposed: 0 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
SISN 1 Temporary 46 If UT to Richland Creek 15 ft Perennial
SISN 2 Temporary 27 If UT to Richland Creek 10 ft Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www•us_-s.ggy. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin
,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 73'of Temp. Impacts
Page 4 of 8
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 Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n/a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
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.
(NO PERMANENT IMPACTS ARE PROPOSED FOR THE ROAD CROSSING) but the
temporary crossings were design to minimize impacts to the buffer and the crossing
was placed at the narrowest section of the creek.
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 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp:Hh2o.enr.state.nc.us/ncwetlands/strmeide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
Page 6 of 8
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E] 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) Multiplier Required
Mitigation
1 1,734 3 N/A
2 3,034 1.5 N/A
Total 4,768 N/A
Zone 1 extends out 30 teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Note: 1. Impacts to buffers are temporary and exempt.
2. Each temporary impact disturbs less than 2,500 sf.
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
Page 7 of 8
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Buffer Mitigation is not required. Uses are exempt.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of site is 23.03 acres with 0.00 acres of existing impervious area. For
the temporary crossing the impervious acreage is 0.00 acres. Impact to the
protected surface waters and wetlands downstream from the property is zero since
we are not increasing stormwater runoff via increase in impervious area.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/a - wastewater is not generated for the temporary crossina
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Pef ;-12
June 29, 2004
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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PROJECT NOTES 919 556-2519
E v i. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF WAKE FOREST STANDARDS AND SPEGYFICATION,
O 2, CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF ,
O h EXISTING PUBLIC UTILITIES PRIOR TO ANY EXCAVATIONS, GRADING, OR G I INSTALLATION OF UNDERGROUND UTILITIES ON OR ADJACENT TO THE
PROJECT, rQ~1 ~1
SHOULDERS SIDE DITCHES SLOPES MAX. 3:1 H ULDERS SIDE DITCHES SLO ~ ) SO IE DITCHES SLOPES MAX, 3;1 I ~iU I I I ~ ( ) A. NCDOT /5 OR Iy57 WASHED STONE SHALL BE USED. PAD TO 8E
DATE TYPE PLANTI~ATE Dq~ ~ PLANTI~ 50' L x 20' W x 6" D AT A MINIMUM.
,o AUC 15 - NOV 1 TALL FESCUE 300 LBS/ACRE AUC 15 - NOV I TALL FESCUE TALL FESCUE 300 LBS/ACRE B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS IS TO CONSTRUCTION SEQUENCE BE PROVIDED.
~ NOV 1 -MAR 1 TALL FESCUE 300 LBS/ACRE ABRUZZI RYE 25 LBS/ACRE NOV 1 -MAR 1 TALL FESCUE ABRUZZI RYE TALL FESCUE 300 LBS/ACRE Wake forest Township ABRUZZI RYE 25 LBS/ACRE C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM 1. INSTALL GRAVEL CONSTRUCTION PAD AND SILT FENCE. CLEAR ONLY AS
rn MAR 1 -APR 15 TALL FESCUE 300 L85/ACRE MAR 1 -APR 15 TALL FESCUE unurr BY Au coNSTRUCnoN vEHICLES. NECESSARY TO INSTALL THESE DEVICES. Wake forest, NC TALL FESCUE 300 LBS/ACRE p. MUST BE MAINTAINED IN A CONDITION WHICH 'MLL PREVENT
m APR 15 -JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE APR 15 -JUN 30 HULLED COMMON BERMUDA(
c D COMMON BERMUDAGRASS 25 LBS/ACRE TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC 2. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. TOPDRESSING WITH STONE W1LL BE NECESSARY; KEEP SOME HANDY.
JUL 1 -AUG 15 TALL FESCUR 120 LBS/ACRE JUL 1 -AUG 15 TALL FESCUR ~ 8 MAX +'BROWNTOP MILLET 35 LBS ACRE 9TE0. POST "SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE BROVMTOP MILLET TALL FESCUR 120 LBS/ACRE E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE 3, INSTALL TEMPORARY CULVERT. PLACE CLASS 1 RIP-RAP ALONG FILL "BROWNTOP MILLET 35 LBS/ACRE CLEANED UP IMMEDIATELY,
2. Mt1VE11 ~ FABRIC SORGHUM-SUDAN HYBF Q SILT FENCE FASIdC )RGHUM-SUDAN HYBRIDS 30 LBS/ACRE SLOPE FOR BANK STABILIZATION.
SLOPES (3:1 TO 2.1) SLOPES 3; i TO 2 ~ ~ DPES 3;1 TO 2,1 0'1 4. SEED AND MULCH DENUDED AREAS WITHIN 15 DAYS OF COMPLETION OF
~ ~ 12 1/= ~ MAR 1 -JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE MAR 1 -JUN 1 SERICEA LESPEDEZA (SCAR ( ~ a+' ~ ANY PHASE OF GRADING. EA LESPEDEZA (SCARIFIED) 50 LBS/ACRE .~q~~~
~ ~ ~ ~ ~ liIOPE m T+ _ a~~0'~ P M
2 ~ OAADE W GRADE MAR 1 -APR 15 ADD TALL FESCUE 120 LBS/ACRE MAR 1 -APR IS ADO TALL FESCUE Residential Su ivision TA F 120 LBS ACRE / AoD LL ESCUE / ~ 4 PLEASE NOTE THAT THE TEMPORARY STORM
~ ~ _ r MAR 1 -JUN 30 ADO WEEPING LOVEGRASS 10 LBS/ACRE MAR 1 -JUN 30 ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE MAR 1 -JUN 30 ADD WEEPING LOVEGRAI ~ b' MIN. COVER OVER SIOICF' MAR 1 -JUN 30 ADD HULLED COMMON BERMUI )D WEEPING LOVEGRASS 10 LBS/ACRE ~ .LED COMMON BERMUDAGRASS 25 LBS/ACRE
F R LONSTRULTION DRAIN PIPES AND STONE BACKFILL ARE 0 "TALL FESCUE 120 LBS/ACRE 6" Minimum ::,'.'L9' PfANS
a JUN 1 -SEP 1 "TALI FESCUE 120 LBS/ACRE JUN 1 -SEP 1 "TAIL FESCUE ~ BROWNTOP MILLET 35 LBS/ACRE '+BROVMTOP MILLET *'OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE +'OR SORGHUM-SUDAN HY "BROWNTOPMIILET 35 LBS/ACRE THE TEMPORARY ROAD CROSSING WHICH IS SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE NCDOT MS ar X157 Washed Stone
a FRONT ~ ~ NfM SEP 1 -MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS/ACRE SEP i -MAR 1 SERICEA LESPEDEZA UNHULLED-I w TALL FESCUE 120LBS/ACRE TALL(FESCUE PEDEZA UNHULLED-UNSCARIFIED 70 LBS/ACRE SUBJECT TO MAINTENANCE AND REPAIR AFTER qq~~ g g TA (FE E ) 120LBS/ACRE ROtF1 PrOI. 03.031 LL SCU
Z - USE SILT F41CE ONLY N'f[N dtlYNADE AREA FOR AEFVVk OF 91Li FENCE ~ ~ ~ TRA4 AC~AND NEVER IN F ENO. S7 (NOV 1 -MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE (NOV 1 -MAR 1) ADD ABRUZZI RYE EACH RAIN EVENT. AFTER EACH RAIN EVENT ADD ABRUZZI RYE 25 LBS/ACRE
Z w AN INSPECTION SHALL BE PEFORMED AND
yl " CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATU ~ OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS, THE ABOVE VEGETATION RATES ARE THOSE OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE REPAIRS MADE A S NEEDED . NORTH
Z WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE PDSSIBLE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDIN DNS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE NOTES: APPLICABLE AT ALL POINTS OF INGRESS ~ EGRESS UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
SOURCE: Vo. SWCC. MODIFIED do REDRAFTED ON 3-10-68 BY
D WCCOS Eng. Div,. Used by Permission,
O JUNE 29, 2004
0~ G+ GRAPHIC SCALE
TI"~ AI'1/~11 A P1\/ ^n A ~ /PI TATeI f?IPT1111flf•11 1111'1 A AA ~rnrr 0 20 40 85
itiwrvi<r\i<r vi<r~vCL +IUTALUIJIUKISCUHKCR= V.9L HIRt31 NFEEr, mmmi DRAWING
STANDARD TEMPORARY SILT FENCE SEEDING SCHEDULE SEEDING EDING SCHEDULE CONSTRUCTION ENTRANCE 1 inch - 40 't TolsO
0 s TEMPORARY CROSSING
1 p
CL