20042046 Ver 1_Complete File_20041223

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ENGINEERING Ii SURVEYING, PC
1906 Nash Street North Wilson, North Carolina 27893-1726
Tel[phone] Fax[phone]
December 21, 2004
North Carolina Department of
Environment and Natural Resources
Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
042046
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REFERENCE: WILLOWBROOK AREA DRAINAGE IMPROVEMENTS-WILSON, NC
To Whom It May Concern:
Please find herewith, a PCN Application and supporting documentation for the above referenced project. This
proposed construction is to remove an existing 48" pipe from a streambed/channel and restore the channel to
its natural referenced stable condition. The proposed restoration will relieve flooding that occurs in the
upstream roadway due to increased development in the area. This notification is solely a courtesy copy because
written approval for the 401 certification is not required. The information has also been sent to the U.S. Army
Corps of Engineers.
If you have any questions or need additional information, please contact our office. Thank you.
Sincerely,
J0111
Jonathan Lee Meade
Environmental Specialist
Enclosure
t c
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Office Use Only: . '04 20 d 5 Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing 401 ISSUED
1. Check all of the approval(s) requested for this project: ,J
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
H.
PP
Name: Charles W. Pittman III gQUALITY
Mailing Address: City of Wilson y,01 aAl&$TA
P.O. Box 10
Wilson, NC 27894
Telephone Number: 252-399-2434 Fax Number: 252-399-2453
E-mail Address: jbattsa,wilsonnc.org
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: Jon Meade
Company Affiliation: Bartlett Engineering and SlUXe3Ling, PC
Mailing Address: 1906 Nash St. North
Wilson, NC 27893
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 27
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: 1_
rr,"
..<
Applicant Information ?
I Owner/A licant Information DEC
Telephone Number: 252-399-0704 Fax Number: 252-399-0804
E-mail Address: ion e,bartletteng.com
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: Willowbrook Drainage Improvements
T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 3711-25-8266,3711-25-8546
4. Location
County: Wilson Nearest Town: Wilson
Subdivision name (include phase/lot number): Willowbrook Subdivision
Directions to site (include road numbers, landmarks, etc.): From Raleigh take 264 East to
Wilson, turn right onto Forest Hills Rd, take a left onto Downing St, take 1 sr left onto
Glendale Dr., take a left onto Willowbrook Lane. Site is located on property line of 2701
Willowbrook Ln.
5. Site coordinates, if available (UTM or Lat/Long): 35° 42' 42" N. 77° 56' 43" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Approximately 0.3 acres in easement area
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Contentnea Crk
8. River Basin: Neuse 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/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: ?Anprox. 280 ft. of stream piped and covered to existing
grade along _property line. House on west side with grassed yard and open field to partially
wooded on east side.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project includes removal of -280 ft. of pined section (48" pipe) from streambed/channel and
streambed/channel restored to within 15 ft. of its natural referenced stable condition. Typical
construction equipment will be used including backhoes, dump trucks, track-hoes etc...
11. Explain the purpose of the proposed work: The purpose of the proposed work in the waters
of the US is to restore - 280 ft. of streambed/channel to its natural referenced stable
condition. This will alleviate some drainage and flooding issues in the area and provide
some retention.
Nr 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
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.
N/A
i
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
_Burke with the City of Wilson met with Mr. Yates of the ACOE summer of 2004 to discuss the
permitting requirements.
1. Provide a written description of the proposed impacts:
Restore - 280 ft of streambed/channel to its natural referenced stable condition by converting a
280 ft piped section of the channel to an open channel.
2. Individually list wetland impacts below:
Wetlandimpact
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***
N/A

* 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 hU://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
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?
leases ecify)
Removal of
piped section to
restore -280 ft of
1 stream channel 280 UT to Contentnea Crk 4 ft perennial
within 15 ft of its
original location
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.
** Strejam names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.lWozone.com,
ww,w.m@Nuestcom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: restore 280 ft. of stream
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
(if Name p Waterbody
applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

List wh impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5 Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
;techniques to be followed during construction to reduce impacts.
Standard soil and erosion control measures will be observed during the restoration process
jVIII. 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.
i
Page 9of12
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
bgp://h2o. enr. state.nc.us/ncwetlands/atrmWde.html.
111. 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 htW://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 10 of 12
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
IflI 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 E] No ?
X. Propbsed 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 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No ® If you answered "yes", provide the following information:
;Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact
(square feet
Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If puffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
ofProperty, 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.
N/A
F 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.
Restoring stream and floodway to protect surface waters upstream and downstream
IMuervious area will not change
XU. 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
XIII. Violations (required by DWQ)
?s 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).
!N/A
.pplicant/A*nt's Signature Date
signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
CITY OF WILSON
cJllonth CM061a
INCORPORATED 1849
27894-0010
CITY ENGINEER
i
Authorization to Act as Agent
for the City of Wilson
f
Project: Willowbrook Drive Area
Storm Drainage Improvements
Wilson County, NC
At. December 17, 2004
I, Gary L. Mills, representing the City of Wilson authorize Bartlett Engineering and
Surveying, PC to act as my authorized agent. I also give the US Army Corps of Engineers
and Division of Water Quality permission to access the project site with either of my
authorized agents.
City of Wilson
Cary L. Mills, PE
Assistant Public Services Director / City Engineer
P.O. BOX 10 ? WILSON, NORTH CAROLINA 27894-0010 ? TELEPHONE [phone]
OPERATIONS CENTER ? 1800 HERRING AVENUE ? FAX [phone]
EQUAL OPPORTUNITY 1 AFFIRMATIVE ACTION EMPLOYER
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W/LLOWBROO )OK AREA
STORM DRAINAGE lll for IMPROI/EMENTS
CITY OF Wilson County, N ^,~b u ~ OF W/~eQ
'North Carolina
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MAYOR C. BRUCE ROSE
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COUNCIL MEMBERS NOBLE G. 'BILL" BLACKMAN, N
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zZ ~OMg~E S~ ~
GWEN C. BURTON
~
AVANT P. COLEMAN
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DONALD I. EVANS M~Np,~R Sj ~
JAMES M. JOHNSON, III
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WILLIE J. 'BILL" PfTT w~~-~-°w~R~~ SITE ~a S~
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ROBERT L. THAXTON
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CITY MANAGER EDWARD A. WYATT S~
DEPUTY CITY MANAGERS CHARLES W. PffTMAN, III
CITY CLERK REBECCA D. DAVIS
CITY ENGINEER GARY L. MILLS, P.E.
LOCATION MAP
NO SCALE
STORMWATER PROGRAM MANAGER DONNA HENDRIX
~PRT L eTT PREPARED BY:
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BARTLETT ENGINEERING & SURVEYING. PC ~ ~,s s+ m:
1906 NASH STREET NORTH ~ ~~;~'a~.••'
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DECEMBER 10, 2004
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DEFlNITION
A SEDIMENT FIVER OR AN EXCAVATED IMPOUNDING AREA AROUND A STOR DROP INLET, CURB INLET, OR PIPE INVERT. JtEA AROUND A STORM DRAIN
PURPOSE TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR T AGE SYSTEMS PRIOR TO
PEPo~tANENi STABILIZATION OF THE DISTURBED AREA,
CONDITIONS WHERE PRACTICE APPLIES
~ ~ MIN, WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERK 1TIDNAL BEFORE PERMANENT CLASS "A' STONE
STABILIZATKN) OF THE aSTURBED AREA, DIFFERENT TYPES OF STRUCTURE TYPES OF STRUCTURES ARE AP-'~~
Q, PLICABLE TD DIFFERENT CONDITIONS,
B SILT FENCE DROP INLET SEDIMENT FILTER O ,TER z4"
A. U,V. RESISTANT (BLACK) GEOTEXTILE OR EOUIV, FABRIC CUT FROM A FABRIC CUT FROM A HAVE AT LEAST 1) .
CONTINUOUS ROLL TO MINIMIZE JOINTS (MUST HAVE AT LEAST 1) . B, STAKES SMALL BE TREATED METAL WITH A MINIMUM OF 2.0 FEET IN 1UM OF 2.0 FEET IN THE GROUND.
C, STAPLES SHALL 8E OF HEAVY DUTY WIRE AT LEAST I/2- INCHES Lt 8" MIN. D. STAKES SHALL BE SPACED AROUND THE PERIMETER OF THE INLET A AST I/2- INCHES LDNC, :TER OF THE INLET A
MAXIMUM OF THREE FEET APART ANO SECURELY DRIVEN INTO THE C 0 . Y DRIVEN INTO THE GROUND CLASS °A" STONE
~ (MINIMUM OF 1,0 FOOT). E. A TRENCH SHALL BE EXCAVATED APPROX, 4" WIDE AND 4" DEEP 6" ~ 51 STONE FILTER 'IDE AND 4" DEEP
N.C. DOT ~ 57 OR ~ 5 WASHED STONE AROUND THE OUTSIDE PERIMETER OF THE STAKES. F. USE 12 CAUCE WIRE, 4"w 4" OR 4"x 2". fES.
WIRE AND FABRIC SHALL BE STAPLED TO THE WOODEN STAKES WOODEN STAKES FLOW - 24"
(FABRIC FASTENED TO THE WIRE AT THE TOP WITH WIRE TIES) WITH 8" OF THE FABRK; AND 4" OF THE WIRE EXTENDING IMO KITH WIRE TIES) _ EXTENDING INTO -
THE TRENCH. THE HEIGHT OF THE FILTER BARRIER SHALL BE !IER SHALL BE
APPLICABLE AT ALL POINTS OF WGRESS d: EGRESS UNTIL SITE IS STABILIZED. 15" MIN. AND NDT EXCEED 18". ;OMPACTED OR MAINTENANCE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MANTENANCE MUST BE PROVIDED. C, THE TRENCH SHALL BE BACKFIELD WITH SOIL COMPACTED OR CRUSHED STONE OVER THE FABRIC. NOTES: INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT,
A. N.C.D.O,T, ~ 5 OR ~ 57 WASHED STONE SHALL BE USED, STAKES ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM
PAD TO BE 50' L X 2D'W X 6"D B. TURNING RADIUS TO BE SUFFICIENT TO ACCOMMODATE LARGER TRUCKS HIGH FLOWS PROUND THE EDGES Of THE DAM, CORRECT ALl DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIP-RAP
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM GALVANIZED WIRE DROP INLET WITH CRATE RATE LINER IN THAT PORTION OF THE CHANNEL
UiIUTATIQN BY ALL CONSTRUCTION TRUCKS, D. MU5T BE MNNTNNED IN A CONDITION WHCH WILL PREVENT TRACKING REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO THE CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE
OR DIRECT FLOW DF TRAFFIC ONTO STREETS. PERIODK: TOP DRESSING X57 WASHED STONE PLACED i0 A MINIMUM OF WITH STONE WILL BE NECESSARY, KEEP SOME ON NAND. 12" ABOVE TOP OF BOX CHECK DAM, AND PREVENT LARGE FLOW FROM THE CARRYING SEDIMENT OVER THE DAM: NOTES; A~ STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
E. ANY MATERIAL WHICH STNJ. MAKES IT ONTO THE ROAD MU5T BE CLEANED SHEET OR OVERLAND FLOWS
IMMEDIATELY. SEDIMENT LPDEN RUNOFF ONLY, GROUND SLOPE NOT TO EXCEED 5X. MAX, D.A.
MAINTENANCE APPRDX, I AGRE: ROCK CHECK DAM DETAIL
RAVEL PAD IN A CONDITKNI TO PREVENT MUD AND SEDIMENT FROM MNNTNN THE G o LEAVING THE CONSTRUCTON SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH NO SCALE
e 2-INCH STONE. AFTER EACH RNNFALL, INSPECT ANY STRUCTURE USED TO TRAP e SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTKNJABLE e ° ae
MATERU~LS SPILLfO, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. a ° FILTERED WATER
BURIED WIRE & FILTER FABRIC CONSTRUCTION ENTRANCE
STORM DRAIN AIN
NO SCALE INLET PROTECTION CTION
NO SCALE
UPSTREAM END A A OF STORM DRAIN 'EAM END I ORM DRAIN
30o dp W
~
i/3 PIPE DIAMETER FOR OVERFLOW E DIAMETER I A' TO 1Z' :RFIOW - ;
GRAVEL BEDDRiG
PLAN VIEW - 3/4" EXTERIOR PLYWC BURIED A MINIMUM OT 1/4" EXTERIOR PLYWOOD ?DRIED A MINIMUM DF 6" v -SHAPED wATERWAr wITH STONE CENTER GRAIN
i ( SHAPED BY WTpt PATROL )
I~~ I~~~~I~~ j~1-1 ~1~..~11 NSTA41 RIP-RAP TO 0.10 DEPTH OT ftON YMWUM
+---lo (I I I l i l I I I I G-III'==
SLOPE = OX FL- OaW - A
PLYWOOD INLET PROTECTK)N FOR a STORM DRAIN LINGER CONSTRUCTION NO SCALE
CEOTEXTILE FABRK:
SECTION A - A LBdER ROTECTION FOR STORM INLET P ~ STORM
MAINTENANCE DRAIN UNDER CONSTRUCTION ZUCTION
INSPECT RIPRAP OUTLETS STRUCTURES AFTER HEAVY RNNS TO SEE IF ANY EROSK7N AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAI(E ALL NEEDE6 REPNRS TO PREVENT FURTHER DAMAGE. NO SCALE
OUTLET PROTECTION
NO SCALE
CONSTRUCTION SEQUENCE: ' SEEDING SCHEDULE.
1. OBTAIN PLAN APPROVAL AND PERMITS. PERMANENT SEEDING
2, INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE 3. BEGIN GRADING AND MAINTAIN DEVICES A5 NEEDED. SEEDING MIXTURE
4, INSTALL PLYWOOD INLET PROTECTION OR STONE FILTER INLETS RAT A.
12 CADGE 4" X 4" OR 2" X 4" WELDED WIRE HOOKED ONTO FENCE MAp NOrTI EXCEED 1 ACRE INTO SALT 1, MpLY LWE, FEflTILIZER MIO SEED BEFORE lAY1NG NET OR WT PREFORMED CHANNELS ON METAL POSTS, OR FASTENED FOR STORM DRAIN UNDER CONSTRUCTION. TALL FESCUE BO PENSACOLA BANIACRASS 50
TO CEDAR OR WOOD POSTS W/N0, 8 STAPLES 2) SILT FENCES SHOULD NOT BE USED AT PIPE Z. START LAYING THE NET FROM THE TOP OF CHANNEL OR SLOPE AND UNROLL IT DOWN THE OUTLETS OR IN AREAS OF CONCENTRATED GRADE, ALLOW NETTING TO lAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO NOT STRETCH. 5: SILT FENCE OR BLOCK AND GRAVEL INLETS PROTECTION SERCEA LESPEDEZA 30 TO BE INSTALLED AFTER GRATES ARE SET OR A5 SOON KOBE LESPEDEZA 10
U TRAVIOLET RESISTANCE BLACK MIF(F) FABRIC FLOW (CREEKS, DBCHES, SWALES ETC.) MAT OR BLANKET -TYPE PRODUCT 3LXfULD PRONDE AT LEAST ]0% CUJERAOE OF THE SURFACE L ( ) WHERE IT LS APPLIED. OR EQUIVALENT SECURED TO WIRE W/METAL AS BOX IS BACKFILLED. ,.t14tl. 6: INSTALL SILT FENCE OVER AND AROUND PIPE OUTLETS: SEEDING DATES BEST POSSIBLE
CUPS OR WIRE AT 8" ON CENTER 3. TO SECURE THE NET, BURY THE UP SLOPE END LN A SLOT OR TRENCH NO LESS 7HAN 8 INCHES DEEP, CODER WITH SOIL, MID TAMP FlRMLY AS SHOWN, STAPLE THE NEi EVERY 7E R1a1E5 ACROSS THE TOP END AND E1ER7' 3 FEET (ROUND THE EOCES AND 80TTOL1. WHERE 2 STRIPS OF NET ARE EARLY SPRING 2/15-3/20 2/15-4/30 t~ f 7. OBTAIN GROUND COVER ON ALL DISTURBED AREAS, INCLUDING FALL 9 1-9 30
LND SIGE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STPoP OR NETTING $HOUW ALSO BE STAPlEO DOWN 7HE CENIEA, EVERY 3 FEET, DO NOT STRETCH THE NET WHEN APPLYING STAPLES. " A, euRr THE ToP ENO of EASEMENTS, LOT IMPROVEMENTS AND WASTE PILES, WITHIN 15 DAYS / / 9/1-10/31 A. I ~ THE NATTINC STRIPS IN A
MAX, SEDIMENT STORAGE LEVEL 10' O.C. J f'~~, :r TRENCH 8 RICHES OR OF COMPLETING CONSTRUCTION OR WITHIN 30 DAYS Of BEGINNING w ~ N MGRE w DEPTH, CONSTRUCTION, WHICHEVER IS SHORTER. SEEDING TO BE DONE AT SOIL AMENDMENTS
REMOVE SIDIMENT WHEN THIS LEVEL NAX A OF HE PRE IOU9 ROLLUIBAINCIIES, A5~ IO RI, ~ sTMLE TEOVERYE 2 ,NCF~ JUSTBELPOw tl~ D IS REACHED OR AS DIRECTED BY ANCHOR SLOT, u:,~`a~ ~ RATES AS INDICATED ON PLAN, LIMESTONE 3000-5000 LBS/ACRE
CONSERVATION INSPECTOR SILT FENCE MNNTENMlCE: i^~~,:. 8, WH N CONSTRUCTKIN IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED FERTILIZER(10-10-10) 1000 LB/ACRE x„;:.z Ah E STRAW MULCH 4000 LB/ACRE + COMPLETELY, INCLUDING EASEMENTS, LOT IMPROVEMENTS, AND WASTE PILES, EMULSIFIED ASPHALT TACK 435 GALLON/ACRE
INSPECT ALL MULCHES PERIOgCN.LY, MTER RNN$TORNS r° CHECK FOR MLL EROSION, DISLOGTION, OR FNWRE. WHEN EROSION IS OBSERVED, MPLY ADOITIaIAL YULCN, i WA$HWT OCCURS, REPNR i TFE SLOPE CAPDE, RESEED, AND REWSTALL MULCH, CONTINUE DSPECFKRIS UNTIL VEGETATION IS REMOVE ALL TEMPORARY MEASURES.
FIANLY ESIA9USHED, o al a xi
h SHEET DRANAGE (ONLY) ~k a t~~ T,~HPORARY ~f INC Nv 7 k ~j~:~.pr/~ ~ B. TAMP THE TRENCH FULL OF
NATURAL GRADE Jd~ ~ r ~ Ar ~ OF UPLES, tO~NICHESw ~ w 1, f" SEEDING MIXTURE .,,(rr~ ERaN THE TRENCH.
B" - -i-I i I-I i ~ I ,I SEDIMENT STORAGE PIT ~ - - - I / FLOW OF WATER ~g GUACE rn~ ~ ~ ~ ~~~t,~ 4; ~ MAINTENANCE: SPECIES RATE(LB/ACRE, _ ,I GERMAN MILLET 40
° - - L FLOW o _i! ~ CARRY APPROX. 12" FABRIC INTO TRENCH COVER i, EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED ~ AT (EAST ONCE EVERY WEEK AND AFTER EVERY RUN-OFF PRODUCING SEEDING DATES 4/15-8/15
W/SOIL dt TAMP BACKFILI ~ ~ ~ j ~ I~ N -III- I IN TRENCH ~ I I I CARRY 6° OF WIRE TO RAINFALL.
TO INCREASE STORAGE CAPACITY AND ~ '1 k+ . i t PROLONG THE LIFT OF THE SILT FENCE, ;i J 1 ~ I} p SOIL AMENDMENTS I yr ~ 2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND/OR LIMESTONE 20DD LB/ACRE
METAL, CEDAR OR 4" X 4" TREATED WOOD POSTS IT IS GENERALLY ADVISABLE TO DIG I i~1' ~ T ~ j I_ dt WOOD POST SHOULD IT IN FRONT Of SILT i 1 ~ I 1 I ~ I' ~ ~ AT 10' O.C. MAX„ CEDAR A SEDIMENT P 1 T ~ , ~ c. ovERUP -Rum' UPPER ;ND REPLACED AS NECESSARY, FERTILIZER(10-10-10) 750 LB/ACRE I! ,ny f,; l~ ' , of LGwER s>RIP rs IN n STRAW MULCH 4000 LB/ACRE
BE J'-0" MIN. FENCE WHENEVER POSSIBLE, ! ij,. ~ ~ r. ~ I , I ,I ,I k , ~ T, Vii': MID 'g . O'uERLM END OF ~ ~ TGP sTruP la INCHES ANO EMULSIFIED ASPHALT TACK 435 GALLON/ACRE ; ~ ~ ~ STAPLE,
~ I il' ~ , ` 'I ' t kf I , tl~r~~ ,II,~T~~ ~j~I I K r . ' - SEEDBED PREPARATION: ~
~II I 1 j .r. f, IL ',I iii{~~( t, k!i ~ . ~ I,. " 'i ,E4% CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ~ s~
MAINTENANCE ~ I' ~ I ~ I t~ , , u r I, . 7 f l it , I I I I,r r I,j, ADVERSE SOIL CONDITIONS, IF AVAILABLE. i l r ,.t1f~T.
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK OR AFTER EACH RNNFALL MAKE ANY REQUIRED PRESS ENDS B INCnes INro THE ~ j 3 it { ~ I i I REPNRS IMMEDIATLELY. saL AROUND sTRUCTIWES AND u RIP ENTIRE AREA 6° DEEP, er n~
OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTNE, STAPLE SECURELY ~ SHOULD THE FABRIC REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS ` ~ LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM, u t, 1 ~ ~ D, ERO610N STOP - FON OF
REPLACE IT PROMPTLY, REPLACE BURLAP EVERY BO DAYS. WHEN uslNC NErRNC cHANNLLS, ROLL OUT STRIPS Of REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT NETTING PARALLEL TO THE aRECTKW OF ROW ANO 1 ~ ~,,..T~. IMTIING aURIEO IN SPLIT m „j; TRENCH A1X) TANPED DOUBEE APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MI% ~ ~ ~ ~ ROW ~ STAPLES. WITH SOIL.
TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING WER THE PROTECTME MULCH. RNN
cLEANOUT. DITCH LINING REMOVE ALL FENCING MATERIAL AND UNSTABLER/IISNACEEAREAETPiA~SIBEEN PROPEf~YHSTABILQED. GRADE CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP.
AND STABILIZE IT AF1ER THE CONTRIBUTING D W/ JUTE THATCHING, EXCELSIOR .SLOB SPREAD SEED ON FRESH Y PREPARED SE DB AN R I T L E ED D COVE LGH LY
BLANKET AND FIBERGLASS NETTING ETTING WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER SEEDING.
NO SCALE SILT FENCE DETAIL MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
NO SCALE
n DATE, PROJECT; 04-203
JULY 2004 CLIENT CODE: WC
TL CADFILE: 04203CP1 CITY OF WILSON WILSON COUNTY FIELD BOOK: 03-05
I? BARTLETT
PC ENGINEERING & SURVEYING, SEAL SURVEY BY: CP,TD NORTH CAROLINA ZONE: AS SHOWN
WILLOWBF 20106 DETAILS VBROOK AREA SCALE: DRAWN BY: T,JM
1906 HASH STREET NORTH TELE: [phone] REVISIONS; PIN
WILSON N.C. 27893-1726 FAX: [phone]
DRAINAGE 11 9a,,a EMAIL;- infoObartletteng.com do S~~ ~nnnuu AGE IMPROVEMENTS SHEET DT1 OF 1
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1 ~ `\```S4t11`fl! R F DATE; PROJECT; 04-203
„ , CLIENT CODE; WC _
• AAp • A ?5/,)/ U4 CADFILE: 04203CP1 CITY OF WILSON WILSON COUNTY
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