20020904 Ver 1_COMPLETE FILE_20020610

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August 13, 2002
Gaston County
DWQ # 02-0904
WAIVER of 401 Water Quality Certification
Hunter Willette
Landstar Properties, LLC
1361-B Garrison Boulevard
Gastonia, NC 28054
Dear Mr. Willette:
Your application for a 401 Water Quality Certification was received in the Central Office on June 10,
2002. According to our rules [15A NCAC 2H .0507 (A)], if final action is not taken within 60 days, the
Certification is waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived
the requirement for a 401 Water Quality Certification for your plans to impact 299 feet of streams for
construction of two road crossing for Shadow Oaks subdivision, Phase II as described in your application.
However if additional impact occurs or your development plans change, this waiver is no longer valid
and a 401 Water Quality Certification will be required.
If you have any questions, please telephone John Dorney at 919-733-1786 or Mike Parker at our
Mooresville Regional Office at 704-663-1699.
Cc: Mooresville DWQ Regional Office
Asheville Field Office Corps of Engineer
Central Files
File Copy
Johnny Denton, Diamond Engineering
cerely,
o PDo s
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). (htto://h2o.enr.state.nc.us/ncwetlands
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
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Triage Check List
Date: (l??t2OZ
To: ?RRO Steve Mitchell Project Name &t?
?FRO Ken Averitte DWQ Project OZ-Qgoy
E3WaRO Deborah Sawyer County ?S?or
?WiRO Joanne Steenhuis
EJWSRO Jennifer Frye
L?ARO Mike Parker
MRO Pgf?'T'ataveit Q`'?, k 4 ?c?'- 4.-er
From: QOb _ __ __ - i eephone (919) 733-C(4
The file attached is being forwarded to you for your evalur Feas - call if you need
assistance.
Stream length impacted
tream determination
? Wetland determination and distance to biue-line s=a::e v:ate -, on USGW topo map
Minimization/avoidance issues
? Buffer Rules (NE-use, Tar.-Pamilco, Catawba, Ranf-er,,an)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland rnitigaticn sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application, r, eetinos?
? Cumulative impact concerns
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6/5/02 4 ? wTy cptoN
Division of Water Quality
401 Wetlands Unit
1650 Mail Services Center
Raleigh, N.C. 27699-1650
Re: 401 Certification for Shadow Oaks Subdivision, Phase II.
Dear Review Officer,
W This letter is for the purpose of submitting the application package to determine
the need of a 401 certification for the above referenced project. This project
consists of the development of a 67 lot single family residential subdivision with
0 approximately 4500' of paved and curb & gutter road. In the construction of this
road an existing stream which crosses the property will be crossed in two
locations. These crossings will be accomplished with a 48" and 54" reinforced
concrete pipe. The outlet of the pipe will be stabilized with rip rap and with a
concrete head wall with wing walls. Neither ' creek crossing will exceed
k 7-
M? 150' in length but both will be approximately 99. An erosion control plan has
been filed for this project with the land quali ction.
If you need any additional information please let me know. You can reach me at
704-922-0024 or by mobile at 704-913-0899.
Sincerely,
Diamond Engineerin
v
Johnny H Denton, PE, PLS Civil Engineering & Surveying
Site & Subdivision Planning
Owner F.msion Control Planning
Water & Sewer Design
Cc: Hunter Willette, Member/Manager 440 Old NC 277 Loop Road
Landstar Properties, L.L.C. Dallas' N.C. 28034
Phone: [phone]
Mob: (704) 9I3-0899
I'.-Mail:ji?hnti yltd at t oct [?17,nctzcro.t tc t
FILE COPY

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.ariny.mil/wetlands/Perm app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at hLtp://www.saw.usace.anny.miI/wetlands/reptour.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page I of 12

Coastal Area Management Act (LAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.artny.mil/wetlands/nmTfinalFedRegpdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Sury
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
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: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
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]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160Lillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3of12
CAMA and NC Coastal Counties
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 Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
38551dlewild 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
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
Office Use Only: Fonn 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".)
1. Processing
I . 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
E3 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 401
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
Owner/Applicant Information
Name: Hunter: Willette, Member/Manager
Mailing Address: Landstar Properties, LLC
1361-B Garrison Blvd.
Gastonia, N.C. 28054
Telephone Number: 704-868-4416 Fax Number: 704-869-6456
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Johnny H. Denton, PE, PLS
Company Affiliation: Diamond Engineering
Mailing Address: 440 Old NC 277 Loop Road
Dallas, N.C. 28034
Telephone Number: 704-922-0024 Fax Number: 704-923-8284
E-mail Address: j obnnyhdenton@netzero. net
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
USACB 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. Nameofnroiect: Shadow Oaks Subdivision Phase III
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN):
4. Location
County: Gaston Nearest Town: Stanley
Subdivision name (include phase/lot number): Shadow Oaks Phase III
Directions to site (include road numbers, landmarks, etc.): North on Dallas-Stanley
Hwy. Right on McReuon Rd. (SR 2100) to end of Rd. Property
on the right
5. 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
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 50 ac. +-
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary of
South Fork RIVUr -
8. River Basin: Catawba River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hqp://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: The property is currently wooded with
farm land, wooded, and residential property around it.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Th is
project consists of a 67 lot third phase of residential
subdivision which will consist of approx. 45001 of CMG
concrete storm drainage, and grassed shoulders. The
project will be built with conventional const. equip.
11. Explain the purpose of the proposed work: Residential Subdivision
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.
NA
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: 2 creek crossings of
flowing stream with proposed roadway an installation o
concrete strom drainage and outlet protection.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet
Type of Wetland***

* 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 htty://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:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Len
Impact
linear fee
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
A torm Drain , 149 UT 41+- Intermittent
B torm Drain 150 UT 49+- I ntermittent

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.¢oy. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mayguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 299
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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 Justiflcation (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.
Buffer zone around all areas of the creek where roads are
not crossing. Erosion Controlevices use in all locations
where sediment could impact 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 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr. state.nc.us/ncwetiands/strmp,ide.html.
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.
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): 299
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
Yes ? No I
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. )?
Yes ? No )N 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 I 1 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
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.
Existinct site is wooded undeveloped Development will be
single family residential.
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.
Individual septic tank
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No 9
Is this an after-the-fact permit application?
Yes ? No 19
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).
Applrcant/Agent's'Signature De(te /
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

Fc 7/' +? .
FiGFa ?
LANDSTAR PROPERTIES, LLC
Division of Water Quality
Licenses and Permits 401 Certification for SO phase tI
T Certification for Shadow Oaks PHase II
6/6/2002
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l ~ ~ ~ ~ ~ , U ~ i ~ _ . 0
O , ~ ~ , ~ rt. r ~ _ ~ y _ }
1 ~ 1 I PVI 5T = 4+57;53 t ~ ~ ~ ~ i ~ 3 ~ j ~ I i ~ h 4 ~ ' ~ ~ ~ e~ ~ ~ E I f ~ F'I L ~
. _ ~ ~ _ _._..4 ~ PVI ~EL~V = 761:31. ~ ~ _ t , ~ . , _ ~t N ~ ` M ; ~
I ~ i i i ~ _ ! ' _ _ ' A.O = 0.97 ~ _ i a . QO n i 0 t ~ + 34' 0 &
a 1 ~ i f ~ z _ _ ..,..k..~a~.._ . ~ _ _ 2Q6_ ~ _ ~ . N . ~ , , 5 N p
775 _ o ~ ,.r,.., ~ ~ ~ ._a.. s 4 I ~ } ~ ° ! ; . ~ . s z' ~ rs' is a' ~ s~vu~ ~ ~ ~ t ~ f , , ~ p 4
20 ` .00' UC ~ j ~ I ~ ` ~ ~ ' E p . ~ { a 3 r i ~ ~ N d' I ~ ~ . i_ Z ~ .9 2
_ _ , i g r PfR f?f. SIOPE a ~ . ^ ~ I ~ a
f E < 1 ~ , h 1 g > . ~ , _ . ,a g ~ _ ~ i ~ ~
~ ~ ~ ~ , r _ ~ r o y , _ y _ 3. ~ ~ per foDL ~ ~ , , , P
~ _ , s i, ! ° ~ ~ ~ ' ~ E ~ z+' v~.~r cures ~ ~ ~
......w........ . . _ i iF, 770 .w...~.uu ~ , .,_r r , -„~4.., ~ _ ~ ~ . _ ~ 4._..., . _..b.e d_._, - ~s _ . ~J] t i " i i a ,
W j . _ y ` ; - ~OYV- P x. E =j 7 4G I ~ Q a ~ a a ,
~ ~ U ¢ f ~ 1 i i j ; { p i lIJ 1 P i tkOW INt S A.1.° 1.36. w . ;
r, U E d C . 6 PV STA ' 8+21.3b ; ! ~ d' ,
HIGH OINT ~LEV 7~ 5,77 x ~ ~ ~ ~ w
4 ~ ~ t . ' A:D: 5.00 i i , t HIGH ~OINT STA = 9 %96.23 4 i1
I t ~ ~ 765 ~ . . . . , . v. b _ v....,._ f.,._..._~..~. a.,~ , - ~ . x . _ _ . , 5 J',~J'3. ~ , r . f t
H ~ , ~ 1 4, ~ ~ { _ ; ;1 E _ _ _ ,I _ P E ELEV = 759.Q2 ~ i
~ s ~ a it ;j ~ ' s 2a0. VC , A.q. - -12.0 ® -
. V i ~ ~ _ ~ ! ~ k - 26.00 ~a
~ y ' ~ + t ~ ~
~ A 4 { d. ~ ~ ~ r t , ~ 325.00 SIC _ ~ ~
r N - i Y f ~ ~ ~ H . ; s ~ ~ ~ . ~ _ j _ _ _ 760 .4 Cut Ahove The Retit
~ s~.... «d. 760 _ , _ , _ ~ . _ . r a r ~ ~ k ~ 1 ~ ~ ~ ~ ~ ~ ~ p
$ t t R , ~ ~ U ~ ev's' s:
! ~ i U s. ~ N ~ , , t R iron ,
t m 1~ m Nr { t: y ri.
0 i ~ y oo z Ur o ~ ~ H a E ~ II; rn
x s. i x ' H
e . ~ 755 _ ~ _ , r ..w,._, ...._>aw , _ _ ..~a. ._.M.,~..r. + _ . _ 755
f r ~ ,
F } ,
t ; ~ ~ P ~ ~~~It11N~~~
i
4 ~ ~ - t., .....p,. i a ~,._.:.,h , . Y - _ _ _ . 75 . _ ; 9 .y ~ ;
750 - _ i • ?Q •
~ ; SEAL ~
_ • i 23530 • 1 { , e• •
. , . i ~ •i FNS • a , b ~~oy
i F y b. s ~ ~ ~
j ~ r .
745 _ t _ _ . _ a 745 ~ a ` ;
j ~ ~ ~ ~ ` 4 4 s i
i ndx ~ ~ { Dra By: JHD
N ~ u7 K7t~ t- N,r tA.~ u7 ~sN r O,~ ~ ~;r m O O DO (0;~ r ~ t~:r 00 a ,sue 0~ ~ (0,0 00 r~~r {7? iT r,N tD r;'~ ~ ~ o'a rn rniN a ~ o•~ ~ p ~ o{N . ~ ~ °i. ~ 0D ~ cP;N ~ N N•.r rn ~ ~;N o ~ v? r Checked By. KBF .,N . to ~ r
N r CV' Q ~ r ~ 00 OIs~ 41 OJ?/j r ~~D r Opp r ~'cp . M NFL O .d: D N r r r ~py0 Q1 ~p ;r t0 ta ~itf1 _ I~ ri r r r r 4D (p. l0 l0. ii1 ~ (0 60k tD SO (Or ~ {D Inr In ~i r r ~ r'r ~ ~kr r r?r r rr r NC° r r,~ r r.~ r ~ r~~ r ~ r~t° ~ ~ r.~ ~ r ~ r~~ r r~ r~,~ r rf~ ~ st; • _ ~ ~ M~ ~ st ~~t 4v r~ . tv r~i ~ ~ ~ c0 t~~ ~ oo ~ ~ ro ~ n; ~ ~1 t~l ' ~I~ ~ ~ ~i~ N N7 t~9M ~ ~ u7f~ IfJ ~ ~t'~ ~ ~ ~ ~I~ ~ Ii) ~i~ ~ ~ ~'M ~ ry ~ ~ ~ dam' rf~ r ~ r:~ r ICl ~ ~t~ r N ~ ~ ~!r r h r T r n nir r r rr r ~ r'~ r h ~ n _ ~
r , h rr r _:r •r ,r r r, ~ ;r r r r r r _ ;r r ,r i { ,
llate; S/ 151U1
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
02-0110 File #
SHEET NO.5

J N to N ~
a f J ~ ~ ~ ~ • ,~,y ~ _ . _ ,,~~'J ~ , . d _ _
~ - ~ . o~- Ls p L~ ~~L "aS~ 4,6 (1p X U
,f. X65, 1 11 _ N~ 'ly ~ '3`1y VERSlO,' -q++ 021' OF 5 f 6~,4 aq2 $dy ~ TE RARY DI p~ ~ dD A o
o ,rl~ y0 r 1.1 ubs
o x P rr__ a~ SEDIMENT ~ d0 11 BAS ? ~ ~ 1 G L
a J a _ ~ ~ . r~< , . ,r, IMI 50`LX3DX30V~ 4b~. O
J . J . • V~ 1 24 WIDE WE M d
0 . vi 0~ M 00 - + . l~lolsx.~nla ~ d'
0
J J z --III o~ ~ W ~ ~ ' en 00 M ~ © N
d rJ, $ ~ .c 4)
~ _ ti• ~t ~ r ~ ~t
. ; x ~ TEMPO ` RARY DNE$SIOP N RY DNE$SI ~ o ~ z ~ N ~ C ,.C,
x 00 J ~ 0 ti o Q ~ a o~
S ~ HJ,~If1,Y A df 0 A. C~, Q
~ q ~ ~ ~ o
0, ~i J ti 0 J ~ . tip` CURVE #5 DATA p ~ T~ " ~ ~ <=7591'35 T ~~,Q~~~,N'^° a w Q
1 q~.. E R-230.00' ti 0 ~.~•C~' ~ ~ Wdo~or,,~~u QZ
~ s , 7 `f=178.71 ~ 7 ~ ~ f~ ~ ~ C? F CB #IS 'L 1 ~ r N ~ t~ ~ ~
r° SED SED ~,BAS1N #S A=303.85' ~ ~ F., ~
' ~ ~ ~ SSLX. x L~ r , _ S A 3 ~ U ~ 55 L X 3'D 3!f~1Y, C-282.3 0 # 16 ~ ~ ~ Q
. x r"~ 8 WIDE 8' WIDE WEIR ~ E=61.27' 1NV. OUT- 06.0 D+ S 23+83.61 R-17''- Q C7 ~p , RIM=7 J0 ~ W Q iTS = z w
00 IMiTS : CLBA iNG L • ,IM 1~ M 48..8 p = 703:36 „ ~p y W =24°54'4U 0 ~ 0 .6b ~ ' D ~A .-1N1.I 7 5
~ L i A V ? 3.1 ~o
• ~ `Y OUTLET PROTE 0~ s~ x IN . pUT 0. 6 M LIrT PROTEC~t~10 „ + / K ~1 i 9 Odt1M=711.10 ~ ~
- ~ - b I1'L X 12.5`W X 24"7 r ~ n ~i SASS 1 RIP-RAP X 12.5"W X 24 T ~ C~ ~b 0 n n SS 1 RIP-RAF ~ 1 i
~ ti I Op •p° .r: ~ ST . 70. 1 L-54.1 T 2~k
# L 4~' ~ 1~ 4 S ~DIMENT BAS 3 ~ ~ . 6 U 1~ TCB~14
5'L X 3D X 30'1'4' S~' . =701.2 22+00 a \ TA.- 23+83,67 R-3 L29'
~ 4' V4'IDE WEIR • ' . 0 Sx 70` CRF,~K'~BUFFER • ' 1 •e' - + rV'. U11T=703.50 N S 1'3511 E
~ 0 '1 kOp 32"'' ~ 51.06 RIM=~O'.0{) a
0 • ' OUTLET PROTECTION t CB#12 /
~ i . ~ 35'L X 39'W X 24"T = 4+32.33 L 1' - ~ „ n ~ STA. 2 +32.33 L T ,,,r,~
1N1.IN=?08.(14 ~ • • • #8 LASS 1 R1P- 708.04 ) ~ ~ q Y DIVERS[ N
- H } 79 -1 T ~ 1~5' INV. OUT=1 ~ ~ ST 1 11. L l~1 . f=7 s. ( TEMPOR, CURVE A II _ ,
INV. 7 82 G~ ~ ' R1M=72 NT BAS[N #2 ~ ~ 0~ ~ - ER & BARREL SEDIME ~ . 0 7 62~. ~ , tiP, • 0 o SEDIME BASINS? ~ p ~ a ~ ~10L?~3D~20
36" .R & 30"BARREL AS ~L VE ?#3 DATA • x0 R I3.2 9 x0 ~ R~30.00' ~ ~ ~ 4' W iDE R
150LX Y75W <-71°3R d9" er y T =52.25' W t~
EMERGEN ILLWAY = 3: I SI S, R=230.00' A=102.75 - a ~ ~W
• ~ . • Q STA =16+33.611.50, _ , ~ 48 WIDEBOTTO, , .72 DEEP ~ , T-165.99 ~ ~ ~,o c== lol,~o Z ,,o ~ a a
g~ INV. IN=101,OG A=28?;56' • ~ ~ A #11 M=5.71 ~ V1 W
. ' OQ ~ ~ ~ 0 '1°I0 • ' 1 STA.=11+16.53 L-17` C=269.2U' ' / A ~ cP O ST - . 8 R-1T . „ a+ a ~ ~ STA.-1 D:=24°54'40 a~ F
Q@ L llr'~',IN=7d;.(,I E=53.64' 0 Z (NV #4 G A ` ~ 4 0 , ~IV~ --,14.56 ~ ~ Q v -
' ~ t ~ (NV.OlJT=701.41 'v1=43.50' 10~ ~'1~ A. 15 R1.86 R 53.1 S~ . ouT=71o.9s ~ p ~0
IN=703.14 B #S / IM=711.41 D=24°S4'40'~,. ~ RIM I~IM=120.26 Z ~ { Y I AL N ~ U T
' X70 . 7 • ' HW #10 ~ 2 5 IN + p0 a 1 ~ z 3' ~ z 80,6 R _ 3,8 W W
LE g STA.=19+80,61 R-33,83' V, otrr=~o2 T ; a oT ~ ~ a+o mv. nv=116.0 OF 16.0
=713.83 ~ CFTI @?+~ a4' a ro B. W ~VSd z
. _ ON p n. I p a 8' SHWLDER 1' IS' 15' Z" ~ 8' ~IIIDER 5~'~ ~ ~ Q
c1~~ V" ~ a ' 1.5' I-2 Z ,,M
a ^ ' • • ' ~ GRAPHI SCALE ' ^ 7b CREEK BUFFER GB rt6 G ,ALE 1 4 PER Ff. SL I ~ W i W
' RSIOr.. .=17+16,53 R~7' ~~C ~ ~ ~ ~ ~ Y ~~,'E o ~JO 160 . ~ J. W
gAR INV. [J~f7 o / ~ 3EDD+IEENT BASIN #4 =''1 .41 « « « M ~ E"I t" per foot elope 6 ABC ~ ~ ~ hr
~ RIM ~ 1 p1yF.RSI ~ ~ 30'L X 3'D X 15'W TESIPORAR 4" V M,i~l ~ f z ~
0 1' IDE WEIR W FEET U
4 l ~ ' _ CLE i.
M h ~ ~ ~ ~ ~ N
U ~ fi , ' Qn h UO r _ , . t - • ~ . - ~ ~ ~ c r
• ~ i ~ ~ ~ _ _ _ r__...1 ~ ~ _ ~ ~ F
HIGH P01NT' E 75 .77 ~ ' ' +N , ~ i tn~ E 2~0.0o vc Q,, ~r ~ } _ ~ N ~
f•" I ~ ~ HIGH ~POINT~ S ~ 9~?-9$.2~ r ' 4 OAO C ' y s ! LOW P NT ELEV 70 09 Q M g p HIGH R01" T ELEV = 725.Q9 _ o
- ~ ~ 1 ~ ! ~ f PVI STA - ~1 +9.73 v; r ! + LOW POf T STA - 5+ .21 Q pp 4 - N m HIGH PbINfi 5TA 21+50#21 ~ N q
! ~ ' i ~ i L W POINT'S EL~V 11;74 -..va, n r~v,.,,...w r..e............:., .r_ i _we, ' ..y r......-S. _ ~ . re » . , w„ . ' o _ . , . ~ RYA.. s 730 o
m LOW OINT STA = 1 ~+1d.53 + r ~ + w. _ PVI ELEV - 6 5..09 r U ~
~ 5 A ~15+~ .~53 ~ ~ s . K=~6 0 ~ , I o o o ~ PVt E EV' = 729.09 ev ~ .o ty .D.=20.0 .ZO ~ , ~ x. ~ ~ ~ b
325:00' VC f f t } ~ Ir ~ w ~ ! K - 20.0 ~ .C II tii v KI = 0 ~ ~
~ ~ E A.Q.: '.1.4.00.; ~ , . s ~ t _ ~ f_ , N v ~ ~ ~p ~ ~ ~
K = 0.00 ~ s., ~ ~ ' +n ~ m o j 'TI Q oo ~ U I""
~ ~ ~ I ..w a . ~ _ ~ .r . ' ~ N M ~ . ~ ~ ~ ra ~ t ~ n , . _ . _ 725
_x` I arm ~ - 4 0' VC_ Q r t rv 0~ Q II ~
r` i a _ o Uj I 'o, ri ~ N , r , O
d # p i . , ' ' 1 N _ _ ~ . r ' q.. N p0
I II ~ ' ' } ' e P ~ _ ~ , v~ s ~ -II
i , m o ~
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. _ . .x _ . . .v, ~ . . , _ ¢7T t ~ # ~ . _ _ ~ . . ~ _ ~ . ~ 720 fV ~
t ~ ~ a t - _ ~ ~ ~ ~ w C .W U~
(O i r ~ x N i . O n ' _ U~ m
U ~t> ~ rf ~ CV ~ W , 79 ~ I, ~
ti .
~ s ` wrn r. .o© ~f7° ~ r ~ n
O p " ~ ' n F r` )I ~ 04o II II r • E . , r w, _ . F- ° ~ 715 A Cut ,4t~ve The Rest
q C r rl U ,I
' ~ p Vl,~, d~>~ ~ Revisions:
~ ~ m F+ ~ ~ _ v~ t
f I
'
' 73'Fr ......740 _ 0~ + _ 710 °
0 ~
.0°'n . _ ~1/1111y
3 CAR ~~0 ~0 ~ ~eeeep~ % ~I~
4 OF ' . , , . T30 . 74s ~ _ k 1 705 ~~~Oee~FESSIE'~~~i~
. 7~x" 3;y7 h 'U l~ 8„ • eQ ~
RC: • ~ SEAL s • ,~p° OF 1 „ 3 ~ ~~3530 ~
~ ' ° RCP' i ee • e~
' lga~' ~i"4,NIN~~
48 ~I N 1
a 1 . 74fo 700
. Draw. Bv: JHD
- ~ 1~ aoo o0 00 rr ~~07 ~ ~ rn o`0 0 o N~ ~ ~ r~ ~ Checked Bv; KBF
~ !0~ ,'o ~!o o r" r 00 h c0 c~ ih 00 d' ob ~ ?U1 r (D r'') r' o 0 00 `-~0 ~ ~ ~ M o oo , h .t ~ M ,E~ oo ~ ~ v ~ ~ M h o ~o ~ o a M'~ . n ~ ~ oo,~, o,, oo,~ ~r . ~ o o u~;. ~ to N;~ ~ u~ ~ r ~ ~ ~ rn ~ o ~ rn v . ~ , co N ~t ~r , r` , r` or t,; n d r~; ri ~ ~ ,r; coi ~ o_o; ' rn r~ ~j ~ ~ ~ M cy Uj ,n
N ~ O, 'ct h `t; Q h 1n fA r; (D N O' 00 h a c0.~ OO;;N O N r`l ~ '~t,~ ~ N M N ~ Nj e'er ~ Qr~ Oi tf) 't7 t} ,~`00 M M;M M N ~ N ~ NtM Y r t\ O ~ O O o. r r r-; f ~ M hM r ~N h~ ~N h~ h'~ h~ h,~ h~ ~'`.r`- ~ r\ h~ h!` h~ r~ h h tD s 00 .O N r7 d' ~ ~t t!1 ~ N, `t CJ; N N N 07 N N N ~ ~ r:~ tom;'-' t~ I~ N i~ N I~ N f~;N t~ N I~~N r N ~;(V ~ fJ f'~<N ~ ~ I~ ~ I~ ~ I~ f~ r r, ~ I~ li ~ ~
~ h h ~ h ~Ir~ h h h ~h t , ~ ~ r ~ r` r` ~ ,r` ~ ;r ~ ,r SCale: 1 - 40 {
n,,, o. ~ i ~ c m~
"at%,. J/t.l/VL
12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 File
# 02 -0110
SHEET NO.6

' •
M .d x' c
~ , Y ~
6 - H~ Ist r-''' ;n~ONN,p~o
3L~8~':Q~ dDr^M ,
a ~r~~ ~ 11 1y M ~ F~
Uv~~ , X tt
~ D f 85'L X 4 30'VC' ~ ~ z _ 18 WEiR _ ~ ,
~r RS ,
y °i~ 0'6 0 ~ ~
o ~ w ~ #1 ~ ~ ~ ~ W R35 ~ ~
.+A r x gII~ ~ s~A~ O © ~ ~ ~ i
ov w i ~y; ~ 35r3S.39 f I O `ti w ~ ' ~ '~I ~ L=53.48' ~ 4., o C7 > ' x ~ w ~ c~
o~ C if w~ DA 0 0$ ~'3 y X a~+ ~ 9.3 ~ ~n - +O.71L-1T ~ ~ W ~ ~ W
~ o
a ~^p X l~'}~' 'a `q v ~0 r~ ~ 00 d N { R25 N ~ N ~ ~
'R o,' ~ .IN 790. N . ~ ~x ~ ~ o~ ~ ~ O z
'die ' . OU'j~~688.75 ~ i S'DATA ~ ~ ~ Q4,76 ~ n Q ~a
C[JRb'E # Q o ~ °41'35" ~ ~ry 0 H w ¢ R35 ~
R=230.00 z ~ o
1 'CB #22A ,T=178.71' O Q , 26x 9 , ~ ~ ~C H
, CB 4 ~ +7 9 OF STA = 21+00 L-1 T ~1=303,85. ~ 25+50.21 R- `C' / IS'~ ' IN=7 .57 H ~ Q 0 ~ ~ E-~ ¢
Cr=282.23: STA . ~ R ~ ~ ~ ~ ~ ,.w IN=700.00 .0 ~ INV, 0704.3 , o M ~ ~ a, w Q
Efi1.27 _ v ~9 0 o ~ w .38' ~ .1N-688.37 v =11 .35 r N f oO w W "
M~48 _ ~ Ijy r. ~ o, O O T-688.17 'y ~ D=24°54'4 INV . OU v, l~T ~ ~ 0 h ~
= 76 C A ~ q M X a R1R4 704. : ({w #25 i ~ 2~.~ o c; / w r/ ' r.y V
68,13 - 8 00 CB X22 ; ~ 0. , ~ 6 ~ ' m STA. Y5+ 0~~ 1 1' ~ i, ,c NM " y r
IT(V.IIV~687.71 ~ STA. - 28 ~ 54.34 L I a ~ ~ s IS _ 9 r' ~ . s~ ~ V f , ET 43 , [NV. IN-720.20 r • O 1• l
; Ou 4~ 4 U .o , t~' OF UT=720.0 6' • ~ ~ ~ p ~ F-~
~ ~ PROTEC Is•. V. 0 . N I 24"T ~ Cp =725.09 15~ p FISH ~ ~ W ti 38`L X 42. ~C , p4 ~o o ~ 0 4 5
i CLASS " RIP-RAP ?'1 g~ l~ ~ 59 ,12 ~ 1 ~I . 4 n XQ ~ # 7 CURVE ~6 DAT,A
6F ~ C4 ~x~~ 1 f ~ ~ iU~~~ <=87°52' ~ _ R=230.00' `
• 'o T=221.63'
~ ~ SEDIMF?~TIiASIN 0 CB#19 ~ A=352.?5'
40`L X ~ STA. 29.45.4 C=319.18' 0
4 WIDE WEIR ~n S4g dg ~ INV. lN-?2".33 9,40' 0 t~ 8 X >x
:n ~C •S?' O ~ - x'.13 1 C a Ii~V. OUT-7~ M=64.38' ~ (7
EK B~ FEf~, ~ O ~1=732.42 D=24°54'40" Z
k v ~ h o z ,
l ~ v~ ~ ~rl ~ s ` ~ ~ ~ #26 a ti~~ ca W
.a" t j z a ~ T~.- 33+01.08 L-1 ~ S ~
z - ~1g ~ ~ ~ c~. ..,~IVV.OUT=740,69 ~ O RI1v~=245,69..,,.., r~ W
r CB 0 ~ _ ~9+-45.40 R-I STA.
wV. OUT -727.6? 0 H 0~ 0 ~ A
~ ~ I' rn RCM=732.42 ~ s Z i'- V`d ~ 0
t • ~ Q y ; •o, Z ~ , , 2 3 o ~ U ,~y, 1.~~ CB \ a
FDIMENTBASiN#ll ' ~ ~ 0 = +01.0811-1T o TA. 33 ~ W
n 45'LX3DX30 / +00 UQ ~ rV. [N=740.35 W Q _ 32 W A F"
--C~ , / ~ IDE 1V EIR "'~I =___r-1-- ~ o INV. OUT=40.15 ~ ~ uj ~
• ~ ' v'. ~ RIM- ~ 45.69 H ~ Q
J 1 O G V" ~ Q ~
C~ SCAB GRAPHI ~ << ~ ~ r~::~D ~W . ~ ~ ~ w ~
w o za ,o ~ i 30 G 'y ~ ~ . W ~
. ~ c n c 26 ~ x ~ H ~pV ~
,y ~ . a / ~
{ Ix r~~t~`) F ~D~Q O
~ ;n~h = I'w 0~ 1` ~ ~ i~ ~ V N ~ ~ o to Q ~
F. et N 0?
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_ . O 4 ~ ~ ~ ~ ~ ~
r~ • ' 2 00 VC i i a er ~ N y
00. VC C ~ ~ f ~ ' C ,N TT V, i . p, M O C
h to ~ ' , _ 7 ~ o ~ _ ~ P~'I STA. ~ 29t54.s9 v~ ! ~ ~ `s Q 4 , of "M
LOW POCNT ELEV 05.09 ~ c m h } ! + ~ c . ~ l_. PVI ELEV 735,57 ~ w _ a . N ~
I,OW POINY aSTA_~, 25±50 2 y....._.___.:._.... _ . _ _ . a. _ + N Q w~ ~ ~ ! A.D. _ -6:98 o h o h ~U ~
PVI. STA = 2~i+50.21 ' i w Q. t + P II 5 Q! SO . N ~ U ~ x II E; cv ~c r a V(- X5.82 ~ N er Z ~ ~ ~.i ~ "fl
w PVI EL~V = :695.09 ~ > N z ~ m i ~ II © vi ~ ~Z v~ ~ ~~r~
. ~ - > w w ~ > '
Ufn t ~ ~ C(; ~ 2000 ~ ~a w M F ~ • ? U v, U ~ w O~ a
d o, ~ r ~r o t °o h N # O ~ m II ;
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' ~ v; ~ r ~ ~ .I ~ N ~ Q ' II ~ II r ~ N IL r, C oG N ~ h F- ~ er ~ II ~ Z dN N N II II ~ yr~ N ~ J?~ ! O ~ ~ ~q ~ ~
cy N r ~ fL w~~ x ~ h a~`~ a
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N ~ ~ r~ ~„JJ w N II II Q~nQ`
M 4G ~ 4a J t Uv~~ h Z r•
+ r c.., A _ II I ~ ,k N it ~ 0.1,; ~r ~ ~ ~ 1F # p% M
~ I~zzV U I r o ~ ~ ~ Q. ~ . ~ a + ~
d » 7 ~-zzz . o
v;-.~~ rn _ _ 7 5 A Cul :11x>cc The Retie
m _ - • r. . . . N:
~ o a ° / N Revisions:
,~L ~ 92 + ~ LP - ~ ^,1, OF , t
4.34`QF I w b rF 15".RCP N t7
5' '14q ~ y V) U 'P ra, ~ > 1 S' ~tCP ~Q.,1.0°r~ ,
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8' SMOULDER 2" 15, 15' z` B' SHOULDER 54 ~ • ~ ~ ~ ~
~ ~4 SEAL e i t r
1' o ° 1/4 PER FT. St.OPE ~ ~ ~ L : ~ •
~I L1 %F. 0.e; ~Y , .
3 fit, 1" per fdot elope 6 ABC k I N. 77
R q~, ~h 4 ~ F ~ ~ ~C ,~1,. i ~1 G 4` VA Y R 2 LLE GUTrE ~ ~ ~a ~
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Dray B : JHD y
_ i~ r Ql Q1 cD r~ M rt cD ~ ~ O In r'") u7O c0N O~ O~ tD`} 'XJ'~ N~ tC?O 6~"~ m v ~ ~O h.N ~M ~O ~cD •O N ~ }oo rn o ~ N N ~ ~ o ro'~ r ~ ~ Checked Bv; KBF ~ ~ p ~ ~ ~ ~ ~ O ~ O Nye ~ ~'rn r7 cV'p f~ , ~ O ~ O d~
O ,cp U? h .N .O .N .d .u7 ~ .t r. .C~ O • h ~ t3j M~ tfj'~{j !f) ~ u7' t[j r.: (D r^j (p .y: P~ h;pp h 41 ~l~ r~ ~ ~ cp ~ ~ 00 ~ O;pi ~ ~ ~ t0 ~ rrj r ~ N ~ _ ~ fJi ~ Or,O ~ ~ N ~t d'~ d d`¢ ~ d ~ d' tt; t1~'~ ~ ~ ~ ~ ~ to ~ ~ ~ r
p(7 OCfl ~r• ~ffl ~Cn ~U? min ~ti? ~1`.- C~I~7 tD~~) 0 hi N~ N N~ ~ ACV ~N M~ ~N) ~M Nli,~ ~-1'7 h,- ho ~:p ~O ~,O ~O ~o ~o cep ~.<< r.Q ~O r~~ h~ r-~:.. hh r~ her, hh hh hh ~~r~ P h h r~h h:r h h h h h r h h h h r r r. ~ r` ~ r` r ~ r ~ ~ r r` ~ r f`,~, r` r`,r. r f.' ~ r r f' r~ r r r` ~ SCale: 1'" _ ~0
vale; Dr i D, v~
34+50 35+00 35+50 36+00 31+00 31+50 32+00 32+50 33+00 33+50 34+00
24+ 00 24+50 25+00 25+50 26 0 C. ~ `'6 + 50 2 7 -4~> - C 0 -~28+00 28 + _ ~ 29+00 29+50 30+00 30+50 31+00 + ~ rt ~3 `~0 File # 02-0110
SHEET N0. 77

o i
o ~ , 1, '~s ~ y n ~o °p ~ ~ ~IQ f
u ~ . Y rn ~S ~ ' ~ ~ , ~ , i-
t ~ 0 ~ n,, Q ~ r ~ ~o C ti ti k `z ' Ri TECTiON . OUTLET P ) QO x s O.
w v ~ ~ 4,.„T ~ ~ ~ 'L X 9.3'W 2 Q Q 8 ~ os
~y ,q~ $ c~ ~ CLASS TRIP-RAP \ ~ ti
~ ~ ~ ~ o ar ,F ~ v . M
+a 0~ HW X3'7 ~i ~ ~ , V X3'7 h , ~ { ~ A.='i+53.94 L-74.15 ~
~ ti ~ ~ STA.= 7+53.94 L-7 ~ ~ ~l,~~w~ IN~:=70'7,0 ~ :=70'7,0
b~ o 1-~1
X i b~ D~ , . ~ w W
Q0~ i~ ~
1 ~i ~ ~~h ~ ~ 4 '1 ~ ~ ~ °x ~ H Q ~ w
rl ~ ~ t i ~ ~ ~S w ,,t: ~
ti0'`~nti ~ w ~z N ti ti` w F•.~ x t a~~ ~
~ ~ ~C ntv~ ~ j~~ x ~ C4 N oh ~
GI N p ~ O N (,,i zc, o o pa. ~ o
iU Cii p O ~ 'A { ~ ~ n M h ~ h+M
~ CC ,f7 ~ i ~ M ~ `G y ~
W qp 0 ~ • ~ ~ CB #28 ~ m w > , N ~ z Z~ STA.= 0+4b L-19"" ~ Q
~ ~ ~ T, CB #21 '1` T CB X36 1 ~ ti ~ `0 ~ ~ STA °0751.11 L-13 S = 6~ 32.4'' L-14.12' c ~ 0 ~ o, ~ ~ E-, 12 3A INV. IN 8.02
0 , 1NV. IN=?26.20 ~ ] .OUT=719,0 q' - ~ o H r~ C4 t . - ~ r,/~ ~ R o w OS INV. -7 O Q
0 ' ° 1N1'.OUT=726.0 ~ 1r1M='24,0 ~ R 25 q' - o ~ 1~ -742 ~ C7
=31.09 ~5 h ~ . . ~'o ~ ~ Q A.~ w r ~O n ~G p J ° O , - ?h oc b t~1 W
a q ~9 k 5~ `~o"'NNa~~°` oo ~ 4 a ~ ~ ~ ~V h r ~ ' h tl~
y, ~0 ~ GL' . M cG b 7 ~ r7 ~ 1 ~ P~ ii rV V3 1 0~ ~ ~ , , M ~ - ~ ~ 0 R50 ROCK DAM z
` A /S,, ~ d I ' q b ~ ~ ~ 0 ~ a 100 V~ ~ 0 31'13 02 E ~ SEDIMENT BASIN rrhh
X0.1 ' x R35 •Oo ~ r^ 9b 0 ~1 / , ' ~ ~ U 60`L X 4 )J ~ 45'w H
,513 ~ CB X20 ~ R35' 14' 1~JI17E WEIR x
A• z 7 STA.= 0+51. 7 R- Sp. 6p , . 7 3 F !S„
u a ~ iNV, IN=726. ~ OUTLET PROTEC'.TION
XO ti ~ ti ~ INV. Ot.T 7..6 19 L X 2l'V~ X p a i CB ~3 R35 S .=1+02.23 R~35.93'
0 a ; ~ RI114=?31.09 CLASS BRIP-RAP ~x O ti ru O CB X29 1NV, iN-?33.3?
N to ~ ~ ' vw• ~ 4 ~ - ..r =1 STA.-~ 0+46 R-13 N INV, OUT . 33.1't
o W~ 5 2 R 35, R3O ~ H 3_ `'o CB X34 ~ lNV,1N - r 3?..56 RfM='38.12
2~ x x STA•= 3+34:201.-61. •Q v 9~ D~ _ ~ r STA.= 3*55 I- , + INV.OIIT="'37.36 N 0
I ~ Imo'. IN-"03.5 0 INV.1N~704." ~ 0 ~ RIbI , ~32._ ~ V"
~ 1NV. OU .58 \ Q A, -"11.81 >S ~
o A ~
04 ~k a
~ w ~ a
3+ ~ 0 Op w ~ X i ~ ~ ~ ~
o X ^ Vj ~ W aav,
O 6~ , F sa z
A _ ~ CB #33 n z ~0 z
, b „i t3UTl.ET PROTECTIO ~ Q Z Q ~ HV~ 3l H'LX9.3wY18"T n ~ V
TA ST ' CURti'E ~7 DA iN_ J 05.54 ~ X ~ STA.=1+09.83 R-158.58' „ ~ ~ `CLASS B R[P-RAP Z W .
'~`o~pp '=74°20"51" r = 5.34 ~ INti'. TN=25.0 W
ft 150. ~M=71 .89 0 . = H1 T=113.75' STA: 3+5190 R-44 W A H a ~ Q
A=194.64' ~ t',v`V.IN="06,21 z o
C=181.21' G IC SCALE ~ V~ ~
E=38.25' z WP z
M-30.48' +c o m eo w w Q
I1=~38°11'50" a ti ~ ,0~2I ~ ~ ~
~M~ ~
(IN FEET) / ~ h t~
1 " • ~ 1 inch = 40 ft. 1'~12I a , ~ a ~ ~a ~ ~
. ~ ' U ~ N ~ o ~ C
C~! .i- .r- .r (N N f' s - ~ y,„ a z h- 4~
~ I HIGH: POINT ELEV _ 731.57 f N t ~t fi ~ a''d'N ~
© OM a
d H POINT S R= 0+72.85 r~ ~ o + _ ~ • _ ~T T o 000 ~ C~
, I .STA ~ 1+Q7.$5 1 ~.N..._, _ N N b
~ cv 11 o PVI LEV ~ 734,57 e t,? ~ r 1 E r C 2s' a tD a, r 0~
y ~ ~ ~ A.D. '•^17.00 ~ EO POINT EL V = 71~.1~ " 150; 00 VC uF__ Q K .00 L POINT S A 3+55 q F. N ' tt 3" 9' SHOULDER 1Z' 12' 2" 8~ SHOULDER 3" O~ ~ Z 0 ~
t ~ ~ ~
~ ~ HI H POINT ELEV 725.47 PVI -STA ; 3+50 ~ ~ , 1.5" Ir2 ` p 1/1 PER FT. SLOI~E Q
~ ~ ~ HIG~i POINT STA S±82.86 ~ ' VI ELEV . 705.52 co E _ . - O W ~~aII
N A.D, 3.00 , PVI 5'TA 5+5.03 0 , - + r;t. / , Z rC~ , . , _ ~ _ , _ _ ~ kC a op
Q ~ f/1
A.D. - -16.5 , ~ ~ I w ~4" WALLEY 6U7TER ~ G M A Qo o r O ~ . " F o~II~ a
3. V - Q w ~ ~ 200!0 C. K-9.35; ~ ~ mil ~ i~ ~ N ~ 0 H
> a ~ > w ~ W i ~M~~ V -r ' n
o N N a0 ~Qr s. I'~-th~~ m
M O ~ ~ ~I Fx
~ . y r ~ M N II Q, il. ir~Q
~r~~oc ~ ~ t%1 ~ ~ ~
40 ti' U w ~ ~ ~ ~
00~
~ ~C; 7 0 09 w w ~ ~ ~ ,
e ~
. ¢~s; _ ACut:\bnveTheRest
O ~ j~ w
ri N 1f~' '.s RSA ~
+ E" w~ ~ r~'+ 7 .O p ~ T i~ ~o o Revlslons: ly
r
+ r .r-, ~ 60 .
U ~ a u ~ 0 C,~ ; ~ ~M it~.•~ '~i' r c _ ~j ~3' ~ O~°„ Up
_ _ ' _ _ . ~ _ _Z.: ~ 6 n
v,r,~ v~:..,r. , m, 11 2 ~ ~ r ~ 6°~ ~ ~ h e p S~. \ ~ F ~ `o
U r iil
H ~a'~r~ ~ II j 0: w
U) CJ M I) Q r # {I ~ d LtJ J z w ,~~t/lll~~y
F- + Q ~ 0. ~~N~~~~ ` - ~I .
W - .
~I I wp ~ ~ ~ ~ ~ ~ ~ SEAL s
t- ~ Z ~ ~ 23530 J ~ ~ ~
- + J O ..1 j ti F • U ~I v~y ~ ~ ~i
U I~, , •
~OF~ o n y ~
4,d c
R ~
O 00 ~ Nl ~ ~ ~ h; ~ O O O cD O N N tD r~ N r~ r` M N I''? , h M O a0 O d Drawn : JHD Q Y
.d .u7 .N N .;cD .U7 .tO ~M N,~ ~u7 `t •K1 fir- r.~ ~cO ~ ~tD ~Oa ~ rn N u~''` ao ~ Cheiked $v: KBF .ao
~ to ~ p Mid ~ r- ~ Q ~'~00 ~ <D N M) N N r~ ~ Uj ~.Mj Q (~j O N ~j (~j mo't'') N tf ~ t0 O N.- to t,~ N cO ~ ~ r. N r ~ I`,r r ~ r`r. ~ ~,r` C• N h r~ h ~ r° ~ r,.N N N N N N N r. r, s~ r r, r~ r, r. ~ r~ rr~r~ r, r ~ r` r• r` r` ~ ~ ~ ~
r, r r` r` Scale: 1' = 40'
Date: 5/15/02
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4~ 50 5+00 5+50 o+oo o+so 1+00
File # 02-0110
SHEET NO. 8

_ %t''
Pi a Qut/et to Flat A s° wASHEO P r~
r/~r' a~~a[' ~t'sw ' sT~tE No Well-detlned Qhann
~~s ~c
1 A 4 y `
NT
~ L. ris~•r A r- A h~
1. Obtakr plow a,~+provd acrd r,~'o0arq permit form the N.G, Dept of Envdronment and •••r 't:''~'. 4 , to o to _ - p"'"f h M~1
Nafurd Re~urce~ Land A~dlly.SeCtion. • • , 5 1 .r~ ado
Z. Ffdd a pro-consftuetkxr conlbrertce of least are week prior to startkrq covrstructian ' , w o W ~ ~
N. , t. of £nvlronmenf and Naturo/ Resources, Lan4 Oudi! Sxtlon of the dote .'s•: ' ~ ' 1''•' and notffy die C y whin constroctdan kr. : • • ; how s ~ caw td
H ~ w ~
A`ading contractor' to begin construction. instil/ sediment bosdns, seed, muldr, and fL0 ~,',;T 'cawTaoL tack the basin area, fnstail ag r~e~essary arTt fence, tnstd! the gro?kd eonalrvctian entrance, and . • • y;+ ' Note: . STP'~ W c
b in dearA'r the carstrvctkrrr a'eo. . ~••,~a sediment cantrcY gone sham ~ o~
be No. 3 a No, 57. ~ y ! t Nr the 8farm drain 8 tan. Mstdl 'r,• ~ ` :1: { r t.• ; ~r••• lttie Mesh she!! be hordwaro ~ 4. Rough grade the construction ared and begn urs d/ g ; , . _ ~ ~Q f7
0 e d Udell far ' is ~ • ~ • ~ : ~ " :4 fI • ' } • Uoth 1J gouge min. and shGl ~ J ouGet and .inlet protection as storm Oroaroge is bebrg installed /f an aroo a t b en j•'.~; " s`. y'"•'~ '•.y t;; v have T/4 mesh opening. ~ .r ~ zU 0 ~i
30 da or more, without krg berkrg done on that aroa, then seed, mulch, and fade should be •..,i. ~ w ~ 8offom o! wire mesh shall `"s provided to ensure erosion will be kept fo o minimum, ~ " ~ be o mb of r' Derow mound ~a
Steel post shall be 5' m helgbt, be instilled r.5' deep • 2-3" COURSE AGt,REGATE ~
5 As an ores is brought fo famish grade, and the stone base a placed for the road, then ,y+• ~ into., and br o/ the silt-lostmer Lo ¢
seed, mulch, and tack shoW4 be provided for aN denuded aeos. ~sH angle steel type. SPAC!!K'i Wood post shop A• E' in C7 0 H
6. Leave dl erosion confrd devices in place until bgetotion has been estoblJshed ~ height, be InsroNed ro r 5' ~ N H~
fhcien / to withstand erosion and unto" stone base is aced for the attests. ` smrME'NT into., and be z x4" min. ,n s;ze SY! t r~ AaVIRAt P st s acre shall TE y STQYF ° P 9 be a max. 01 4' TIN ~ V L N RU E P Y Q TE W~
how r fZOw fCOw y- T E D
~tow j - - r I hi i_
~li?_i i 1yT~ I ~ I-I I ICI
r--~• 5FA'MENT I I ICI I I~ I~I~I i I_ I I1, ~1 _ ~ ~ -i V~ 1. Lv s the Iength of the np-rap apron. =1 ~ I-I ~ I=) ~ ~I ~
~ ST,~ III-1 I I-I I ~
=?_5 im s thr maximum stone d t e
1. All erosion and sedimart contrd practices will be checked for stability and operation ~AAfli A_A 6• / lowin ever run N- roducin rainfall but in no ease less than once ever week. An needed Y y a diameter but net less than 6° Filter
9 y o A 9 rgaoirs will be made immediately to maintakr dJ practices os designed. Nbrere eonslrucfion _ F Pi a outlet to Well-defined Fabric In a we./ de,rned channel extend the apron up the channe! banks to e/evot bn or Channel
TI T PR N D TA L causes major grade charges owrr o period of tlme, d/vrtrslon drtches wdl be located and 6° above the maxrmum toitwafer depth oT
maintained daily os necessary during the grading phase. to the top of the hank, whi!h ever rs 1ess.
A11 seeded areas will be fertilized, reseeded as necessary, and mulched according to the 9. A filter blanket of h7ter fabric should be
instructress fn the wading specifications fo maintain a vigorous, dense vegetative cover. installed between the r/p-rvp and soil /oundation
3. Outlet protection viii be installed when slam drain systan is instilled. F,lfer fabric w>I!
be placed under the entire stone section and veil! be repaired or rep/aced if damaged during any phase of construction. V
V U U
4. Sediment will be ranowsd from fha bosh when it reaches 1.0 foot blow the _ evnergancy spillway /e~'. The filter stone is fo be cleaned or replaced what the sediment pool sTEP r ~tiFP 2 - w
no longer drains properly, Diversions will be placed to d/rect as much surface wafer into the i r~ W
basin a8 rDOSSIble. ORItE SIEfL POSTS 18" JNIO GROUND ~~TA~H ~ F ~ C£ TO POSI~NC£ o° ANP EXCAVATE A 6' X 6" TRENCH UPMLL if D f B Clv OF 1Hf ~ a
ALONG IH£ LINE CY POSTS NtlQD POST'S rNTO THE EXCAVATED TRENCH 5. Grave! construction entrances wAl be cleaned or replaced when they no longer worker 4` !N DIAME1fR MAY 8E USED. ~ 0 ~ a w
PFAo~y _ Exr'sting ~ ~p„ar~ ,,,,yy H
i enf fence and bom around the inlel Ground Des;g~ 6. Sediment viii be removed from behind the sedm g Design ~ , / "V d 1 skies F-+
rotectfon when it becomes about 0.5 ft, deep of the fence. >he sediment fence will be Settle p Settled T max / Z .I•~, ~ ~ MCI Q
repaired as necessary to maintain a barrier MAX l0' + ~ ~ length i .
8£TwffN Posts • ; ' f , r • ! ~
a a ? Y • i . i i r • ' • ~ ~ , r ,max w p ~
i W ? a i i
_ Filter . . • , . . . • ~ aDrrC Filter .!q • ~ • r ^ ' Naturot ' Mai Fabric ; ~ 0 .r•,• . ~ Ground ~ ~
r a i+• Y W + • , L Y 3 A
e. T i 4 ? ~ . . J B Lo ~ w w ~
rS~.idTr~ w ~
SlfP 3 STEP 4 .Q~.~ ~ BACKF/Lt 1Hf 1RfNCH AND COMPACT ~cAnr vt~w a ~ ~
ATTACH 1Hf r]L lfR FABRIC TO 1Hf NfR£ THE SOIL F/R4rL Y TO ANCHUR 7Hf
1. a %CU/tUfal Ilme at the rate Of Z tans acre. FfNC£ ANL' fX]END THE' BOTrgll ~ 7HE BOrlOM OF TFIf Sl(f FENCE SO 1H,4T Apply 9r / FABRIC 6' wTD THE TRENCV, RUNOFF /S FcNt(XD TO GO THRDUCri rHE fFNCf AND CANNOT GO UNDER !T Class B rosion Control
2. Apply f0-f0-l0 commercid /ertilfter at the rota of 900 Ibs/acre. Stone r.+
_ _ a _ • _ ~ N
J. Seed in occordonce with fha fd/owing sdredule and application rates. ,t d__ _1_.. o
` Qd j~ ~ PLA(YTIAtG RATF ± -1 I I~ I f-f 11 I ~I I I-l I ~ ~eov curr~ac ~ I I i~l 11= I~~I I I - I I =1 11=l I
Au . 15-Nov. 1 Td/ fescue......,...,,,....,,,......300 !bs/ac, 180+ 9 Nov. 1-Mar. 1~! .......................Td/ Fescue dt.,..................,.3A'1 !bs/ac N Sediment , Sediment Storpge Area 1 ~'S ~ I I~ (I- I ~=1 I - - I 1=1 I ~ ~ N 4~
, Abruzzi Rye .........................25 !bs/ac. , ~ _ ~ i - - ~ - Ntashed ~ _l ~Ti~l 11=(I I=1 ~ ~ O~ C A stone -III-III,-III Filter
Mar. 1- 15 .........................Till Fescue.............,........,,.300 !bs/oc, w . . 0°Q ' Section B-B oo Ga ~ Fabric N ~
Ap g . . , r. 15-~Ad. 30.,.......HuHed common Bermuda rass........30 Ibsloc. ~ ~ ~ , Jul. 15-Aug. 15 Till Fescue &......................300 /bs/oc. a p N
? . i Y i -'IJ Brown f~ Mrilef A4............J5 !bs/oc. ` rrav z z liter - T PR TAIL ~ ~ sEC TLE E I RI P Fobrrc _ . ~y ' ~ d
Sorghum Sudan H}brlds......,JO !bs/ac. ~ ~ - ' zoo
* Neorily matched during the January -March period. NOTE: BOTT0,11 CF nLTER FABRIC MUST BF RO rb IN DETAIL DIMENT B E K DAM ROC ~
HElCHT ~`STffL POSTS PLACED IN TRENCH AND SECURED BY 4. Mulch wJth straw applied at the rote of 2 tons/acre. MAX- fnrrER BACXFnLINC wTnr sarL
3, WIRE fENC£ (HOG N7RE) MA ]fR1AL AND rAMPING OR BY PLAL7NC wa a ~ z ,o
~t~ tl~./~ ~ ~t~ ~ f0 ~ ~ F7(IfR fABRlC ABOVE~CRWND LEbfL H£rGWT OF 6` MlN: A Oo
1. Apply aqr%CU/fUrd lime Of the rate Of 2 fairs/acre. 2' BOTrQUF7(lE~FABRtC BURIED a . x A „
S" IN f.YCAVATfD TRENCH 2. Apply f0-10-ID commercial fertilizer of the rote o1900Ibs/ac. Q a
-S1FE1 POST DRIVEN 19" rNrO GROUND 0 ~r
3 Seed In occordorrce with the fd/owing schedule and applkotfon rotes. - ILT F N EDETAIL E C
Qgj~ ~ PLANTING RAIF W
Mor. „hna1 ................................Sericea Lespedeza...............,50 Ibs/ac.
Mar. Apr ...................................ADD Tdl Fescue OR......,......,50 !bs/ac Mor. ,Arne .................................ADD Waving Lovegross........5 Ibsloc.
one Serpt. 1 Till Fescue AND,,,...,,....,.,......ti0 lbs/ac, ~ ~
Brown tqo Millet A4............35 !bs/oc.
SoryVrum Sudan N}brids.,.....30 !bs/ac. ~ '
. M r, 1 ............................SerJceo L edezo,.....,...........70 Ibs ac. ~ 1 m;n. Sept o ~p / Exlstin (unhatled-unscorified) Uesr n i ~
~roun 9 2: ~ sides Till Fescue OR ......................150 !bs/ac. ,Settled To max Z i
Millet Gl? Sudan .....................201bs/ac. ~ . '*TfMPORARY - RESEED Septem ' i of the recommended rates A Cut Above The Rest
~ Weir a, ~ 1 .;E'~ CMP RISER Wi 1H
r ' h hat , ~ Length ' t f tons acre and ancho wrf o t ' • \ ~ . ~ . ~ , 4. Much with 3 rn. straw gop/red at the ra e o 2 / sp :.,K + ~ ~ ; ~ N Y 8' min 4-4.57 HALES EvE L
emulsion lode coat applied at the rate of 800 gallons/acre, + . , ---r--~---------~ ' 95q SPACED 4.5' FRAM TOP WITH ReV1S1~0215: TRASH RACK AND
~ ~ • Cam acted ICJ ~ 6E'D AF~F'ARAl1dV INDIES' , . P 5' ma,x. a f1/l OP OF DA ~ AN 11- upR rEX P1_ A 7E _ ~ o ~ HIcH wA rER
l s' =~y • r . 1. Surface water contrd measures fo be installed occarding to plan. \ ' ~ ~ 0.71' PI LWAV CRfST
~ , f ilter . ~ 1 sides N°t`" ~ t26~ ~ ~
2 Areas to be seeded shill be ripped and sroreod with available topsoil 3 inches deep, Fpbrr~: (rOGr1 d STOR W' 41 ~ i 'N
Tote/ seed bed r aced d fh shill be 4 inches to 6 Inches de max ' pep ep ep _ - ~ 7 91~ ~ ~ EARTH DAM (~CITtET PROTECTION
1 r from the surface so that 3' min 3. Loose rocks, roots, and other obsfructrons shot be emovtsd BAiIN SlZf = 200' LONG X 4.5' SEDIM NT ZEI~L ~ _ CLEAN FILL WITH 225' WIDE X 20' LONG DEEP 100 W1DE •N ~ 5. T5' ~ _ ~ Ot;~ COMPACTION X I " THI K A .
they will not interfere with estobllshment and maintenance at vegetation, ~ ~ B C CL SS 4 ' 6ARRfL, 38 RISER 2 43, ~ ~ 'E'' RIP-RAP
4. !1 NO soil test is taken, fertilizer and lime to be provided according fo the seedr'ng PLAN VIEW EMfRr;ENCY SPILLWAY = 3: 1 SIDES, c r /1//IIfII~
specifications abo?re. In addition, provide 650 lbs/oc. of super phosphate. 1 W1D~ BOT.OM, OT1 DEfP I ____._v_l___ 45' OF 3~" CMP i ~ - ,fit CARO,~~~ FLACE ,~5 - t i••~•• ~ i ~I
5. N a soil test I's taJren, provide lime and fertilizer according to the sod test report and WASHED STONE 4 3.4" ~~O~d•FESSlO~i2~i
submit orf fo the 6esi n en inset. _ %i0ss r9 ~ 9 g 5 min rvsion Lonfrvl AROUND RISER DIAMETER DRAW' USE ONE ~ Q~ ~9 i
i nil mixed with the soil duain seed bed .Sf0T72 6. Lima and fertilizer stroll be applred un farmly a g 2' THICK (>OWN HOLES ANT!-SEEP FILTER FABRIC i ~ ~ ~ • ~ _ „ , ~ ~ • SEAL ~ t hEr4~ ~ SPACED COLLAR CM ~
preparation. CONCRETE ~ Z 23530 ~ 60L T ON TYPE ~ • • ANIT-FLOTATION ¢
t A@q'AW CRIER fq4 SiA1°~T? ~ Ahq 011~7P QRAAED AREAS ` / , tS" THICK 5 X ~j 0 • I~~~ p
Wer'r Deplh ~ / 5' ~ y ;
The angle for graded slopes and fills shall be no greater than the angle which con be +r_ retained be v~sgetatlvn cover of other adequate erosion control devices or structures. Also ~C------ : ~Z B IN DETAIL DIM NT A EL TYPE E N BARR I ERA D R
18UC. ~u/t/ors ~ whenever a land-disturbing octlv/ty Is undertokar on o tract canpr/sing morn thou one acre, 8' max.
o fAclent to restrain erosion must be ~ Sea`r.mP,r: t StOra' e Aria 1~ J1 ff more than one acre rs uncovered, a ground c vet' sv yr planted or otherwise provided within thirty (30) wafting dogs on that portion of the tract upon ~ Was,hed
which further active construction is not being undsrtaken, provided that this section shall not Stone i Dra B : JHD Y
apply to cleared land forming the basin of the reservoir to be inundated. ~ Checked Bv: KBF
Seedin should ba done fn accordance with the ecs for that season of the ar ~ ' 9 ~ ~ .N ~
~ _ Scale. 0
Additiard erosion contra! measures main be required depending on the actual field SECTION Z-Z _ilter f T I f r /A /1
conditions. the following schedule and opplic&ion rote. Fabric X he+'gnt vale: i D vl-
SEDIMENT DETAIL BASIN
F11C # 02-011
SHEET NO.9

•r ~ I A
I -I I ~ ITT[ GP Ny~ N NW
.II Ilk - 1 JZ Z Z Y JY T/~
CARE1ltLY CDIiKtED 11(90'0.1 L~ I STAIOIIRD iR[CT01 BE116ITY I u i' ~w yJ11 <I JAI' V1 ~ 4 t 8' tTS a u+ Zsi ~ 3~ rn r- A B C D E F G H I J K L
A 23 yr ~~'p ~ E~ivph. ~p~ 15' 2 1/4' 8' 6' 4`-10' 9'-4' 3'-T 4'-2' t'-0' 1'-b' 3'-8' 6' S'-8' 2'-T 1'-0' S'-2' ~ ~
_ -irxe•zlb' • • I k - c' 16' 2 1/2' 8' 6' S-5' 10'-5' 3'-11' 4'-il' 1'-0' 1'-6' 4'-5' b' ti'-3' 2'-11' 1'-0' S'-6' H
I I ~ Ct7NC. BLOCK t D1A. PIPE rr x a x u• cocaTC Kacx M..,~ 24' 3' 9' 6' 6'-4' 12'-4' 4'-6' 6'-3' P-0` 1'-6' S'-9' b` T-5' 3'-6' 1'-0' 6'-1'
- I ~ tx>r~ maRDa1R 1wtEwwl v~ cwnER ( J ~ d L ~ r-I ~ 9a 30' 31/2' 8' 6' T-3' 14'-3' S'-1' T-7` 1'-0' 1'-6' T-i' 6' 8'-T 4`-1' 1'-0' 6'-a' ~ Q ~ 3' ~ rrT'll
1 L ~ y C ~ I ~ 36' 4' 8' 6' T-5' 15'-1' S'-a' T-10' t'-6' 2'-0' T-4' 6' 9'-4' 4'-8' 1'-6' T-3' W 1~; v.v.ICa - ~ r•~•I ~ I 42' 4 112' 8 b' 8'-4' 1T-0' 6'-3' 9'-2' 1'-6' 2'-0' a'-8' b' l0'-6' S' 3' 1'-6' T-10'
1!i D MIN. ~ ~ v L ~ ~ _ - 49' S' 8' b' 9'-4' t8'-Il' 6'-10' 10'-6' 1'-6' 2'-0' 10'-0' 6' 11'-T 5'-10' i'-6' 9'-5' r•i W
- - _-II S4' S 1/2` 8' 6' !0'-1' 19'-9' T-s' 10'-9' P-6' 2'-0' 10'-3' B' 11'-!0' b'-5' 2'-0 9'-0' ri•~i W wrc rut vti;.v tats rl ~
I ~ ~ ~ ~ ~ ~ VEEP HOLES USED PITH 15'-42' PIPE 4 riot I~ Ise' VILL BE PLACED 6' INSIDE VING1 llSE Die ~ tY ~ 18' PIPE roxDAt 60' 6' 12' 6' 10'-iD' 22'-5' B'-0' 12'-1' 2'-0' 2'-6' 11'-7' B' 14'-0' 7'-0' 2'-0' !0'-4' ~ ~ V'r ~ uie W^ ~ p
CLASS B 66'-96' WILL ~ PLACED 8' INSIDE PING Cpp11C1ED CitAN.l/IP IEOODIG a Dt 66' 6 1/2' 12' 8' A'-9' 24'-4' 8'-T 13'-5' 2'-0' Z'-6` l2'-11' 8' 15'-2' T-T P'-0' 10'-11' w Q GO 72' T 12' 8' 12'-5' 23'-i' 9'-2' 13'-T '-0' 2'-6' 13'-1' 8' 15'-3' 6'-2' 2'-6' 11'-6' 1 ~ C~
u91D rlcTOt 1s FRDNT ELEV. ~ 1-vr a ~ FADIT t99a _ ~ 0 TYPICAL SECTIQN A A 78' 71/2' t2' 8' 13'-4' 27`-0' 9'-9. 14'-11' 2'-0' 2'-6' 14'-s' 8' l6'-5' B'-9' 2'-6' 12'-1' Z V
_ ~,c 84' 12' 8' - ' -4' - - ?r'I 8' 13'-11' 27' 9 l0' 15'-i' 2' 0' 2'-6' 14'-7' 8' 16'-7' 9' 4' 3'-0' 12'-8' ~ Z
6' MpL I I ~ r D 90' B 1/2' 12' 8' 11'-10' 29'-9' 10'-ll' 16'-6' 2'-0' 2'-6' 16'-0' 8' 1T-10. 9'-IY 3'-0' 13'-3' Q w t 9' 12' 10' 15'-10' 3d-6' 11'-6' 16'-8' 2'-0' 2`-6' tT-li' ' 3'-6' 13'-l0' ~ ~
curxnED eAavD.~ • I 7SX STMOMtD P~TDR DMpTY 16'-8' 12' !0 6 n/ t~ A L02' 9 1/2' ti' 10' 16'-11' -10' 12'-1' 18'-0' 2'-0' 2'-6' 1T-6' lE' 19'-4' Il'-i' 3'-6' 14'-10' I~i+i! Q z
4 ~ TOP ELEV, V' t08' 10' U' 10' 17 '6' 33'-8' 12'-8' le'-3' 2'-0' 2'-6' 1T-9' 12' 19'-T 11'-8' 4'-0' 15'-5'
I iz x e x tb' cap, BLOC I NCITE~ SEE FILE NO, 71C-18 & 19 NDTE~ FILL EVERY CAVITY COMPLETELY t14' 10 1/2' 16' 10' 38'-5' '-10' 13'-3' 19'-T 2'-0' 2'-6' 19'-1' l2' 21'-0' 12'-3' 4'-0' 16'-3' H & 19 ~ ~
NDTE~SEE FILE NO. 71C-18 & l9 ~ FOR DIMENSIONS ;II II WITH 3000 PSI CONCRETE. 120' it' 16' 10' 19'-5' T-10' 13'-10' 20'-II' 2'-0' 2'-6" 20'-0' 62' 22'-2' 12'-10' 4'-0' l6'-I1' ~ Q T ELEV. Q C7
11=11 II ~ II_i II FOR DIMENSIONS SEE 71C-10 FDR FRONT ELEV, SEE 71C-i! FOR TOP ELEV. CONCRETE SHALL NOT FALL Q W
~ D NDrE+ 1 CONE) CUBIC FOOT MINIMUM DF q57 STONE [S REQUIRED BEHIND EACH WE 4INIMUM DF q57 WASHED MORE THAN THE HEIGHT DF 5 Gp LAYERS DF BLOCK. IEHIND EACH WEEP HOLE,
CLASS C NOTE 1 (ONE) CUBIC FOOT OF 1157 WASHED 1 l M
sIwED STONE IS REQUIRED BEHIND EACH r~cTDR Is WEEP HOLE. M~
SIDE ELEV.
V1 SIN tE P~ HEADWALL QF QF
TAIL P PE BEDDIN DE I
HEADWALL DETAIL DOUBLE-PIPE ~ BACK FACE FRONT FACE
V~ V WALL REINFORCEMENT SLAB >tif eta tw ~ u w u REINFORCEMENT rKt or vW.s~ A ~
a to BOR. VERT. B C L U
13' 113 ! 12' O.C. t3 8 12' OG. vim Lb( 8'-6' 13'•0' 7'-3' 8'-9' 224 t8' t.% 9'-4' 14'-4' 7'-!A' 9'-5' 2.70
24' 2,67 y-!p' 16'-10' 9'-0' 10'-T 3b4
30' 3A9 12'-1. 19'-4. 9'-2' U'-9' 4.72
421 3'-i' 20'-9' 11'-1' 12'-ll' 5.75 42' 4.90 4'-7' 23'-3' 12'-6' 14'-1' 7.03
1 48' 6.33 lb'- 23'-9' 13'-9` 15'-3' 8.52
54' N ! 12' O:C. 723 T ~ 2T-2' l4'-1D' 16'-5' 9.74 ',q
b0' 11,25 18'-!0' 30'-5' 16'-0' 18'-4' 14.14
66' A4 ! 12' O.C. 14.67 20'-1' -11' 1T-2' 19'-6' 19,M W 72' 15,75 21'-7` 34'-3' 18'-4' 20'-8' 20.96 a
79' 18.04 '-1' 36'-9' 19'-b' 1'-t0' 29,99
V 84' IS ! 12' QC. 19.32 4'-3' 38'-1. 20'-8' 23'-0' 25.59 ~ ~ W
sEE sTIIla111D DETUi vox GI. ixM[ t LAYER ~I W 90' 2L92 23 -9' 40 -8' 21-10' 24 -2' 28,93 .y ~,y
BS ! 12' O.C. 6 t 12' 0~ 26.3a 27'-4' 42'-0' 23'-0' 25'-4' 35.30 I~ Q 3' 102' 6 ! 10' OTC, 3226 - 44 -U' 24'-2' 26'-il' 42,53
1/2' PLASTER . _ _ 1•+ 0 l08' 3121 - ' 46'-4 25' 4' 28' 1' 45.15 Z
A 4" PROJECTION e ! 12. O,C. 40,78 ~ ^ 114' 31'-g' 49'-t' 26'-b' 29'-6' 5326 ~~jj M+/
r~ ~ N4 B 6' O,C. E,V, PRECAST CONCRETE SLAB ~ 120' 44.97 33'-3' S1'-8' 2T-8' 30'-9' 58.59 I~+ W W 0
N4 t 6' OC, E.V. ~ 110TE~ (1) ALL DIMENSIONS FOt A BIAIBLE W ,i ~ E'~ PD'E H.V. ARE SAi~ AS SINfLE
, ~ PIPE H.W. E1(CEPT AS SHOVN ABOVE. (2) THE DISTANCE BETVEEN PIPES
1 IN A DOUBLE PIPE H.V. IS 2 FT. ~ ~
_._,5- OPENING I-vr O I~-~ ~y A '+p
W Z
W lW Q FPM Mai
Q
8~ ~ ~ A
35- /l6' MM 15' OR 18' d n U
F~ . DIAMETER i~ ~ l~Id2 PLAN SHOWING LA v
tYt Q L1MMR t 'lAN StIOWING LATERALS N tY[ Q CMMeR t0 E
,~~r J.. ;,,IM i tt.i:~'1.;~~'~•~~ .':Y:;.' 'r .1 r'...,j i.,f~, DL~D I'/R s:. :~1•. ~.i.'~:.'Ir.'' Via.':'. .fy .1 ~ ;f ~ II~OI'/R • ~ ~I
' a ~or~s1 N
3000 PSI CONCRETE t ~ NDTESr t' ?u~ia rmpss l~o of s ~iritni ~i~ n ~ N
FRDNT VIEW SECTION A- w 3000 PS CONCRETE .~t,- _ iD~«aw a I Dar DAM o )tEM4M Dirt VIKR_ ~Tdl At1R CQId[lE 1Nt 0 3Q11 ~ M9 iNp MTW. SIT.
Either brkk nnsonr or Class 'A' concrete nay bt used to construct catch Yasins. ¦NOTE~ 4- 6' DIA, Y N N q
Concrete wolfs ore to be 6' thkk ~ the floor 6' of 3000 PSI concrete. 24' R,C.P. AND UP t'~ ' N ~ ~(JC~
&'kk wntls are to bt B' ehkk t the floor 6' of 3000 PSI concrete, USE PIPE DIAMETER PLUS 10' N • 'd' b
Steps requk'ed where depth ewcuds 4'-0'. zoo ' r n .lw
T RM I N R AT AT H NT 0
MAN LE TAIL a rr W lL
ET B IN D A z~
A o0 a x
A o a
a o
w
. .
. .
A Cut Above 7'he Rat
T I AL TI N
A r0aous DED [i DttOE Ir >r z 1'-a ror ff ayce ~ suit Q Revisions:
- AS111QT A
f
1 eS 9/16' ~ T
~ ~ I N
i m 3' B' SNOUIDQt 2" 12' 12' 2" B' SHOULDER 3'
' DS- ~ 9/16, MDi ~ 1.5" 1-2 ,~,1~'' i/4 PER f'I. SLOPE
O1'OMO IN HML ZI" x1a
DI f 6' OL. - E.H. r' >
~ n i 1• toot 6' ABC /111111 1 . ~•P• CAR 1~1I
24' VALLEY GUTTER ~ ~ ~ s•~•h 0~ 11 I ~ ~tirSS 10•y y
i ~ QO ~'ys-9
•t' 6 Q ~ • 4r t SEAL, S
~ ~ . ~ , r . ~ 23530 • IN
A K b .,.~.,.~v~.'~ i ~ ~H . c
1 C 9000 ?SI CCMCAETE • • ~ ~ •j10 s t' I~ 'It.
FRONT VIEW SECTION SECTION A-A ~ ' . 1 ~ L
~ ~ DM 110) IR' D1MEtER . i T j J
Nt>tt:
Either brick Masonry or Class 'A' concrete May be used to construct catch basins. 1r xis, ~ wrwrn. a' 81101M.OER 2' 'J' 13' 2" 8' SMOULDER t 1)1'& y: ~ ~ii~lifl" ~
Concrete walls are to be 6' thick & the floor 6' of 3000 PSI concrete. t-d 14 PER r> ~ ChCC ed By
Brick walls are to be B' thkk & the floor 6' of 3000 PSI concrete, ~ ' ~ ' • ' ~ ' ' ~ ' ° ' ' ' ' ` t
Steps required where depth exceeds 4'-0' ~ ~ ~ ~ ~ ~ ` ` ~ w Scale: NINE
9DOO nI callcxETE r as c' ,ue
!~1 . m~^f 1f7 T.. n~~T r. r,m . YT f s Tf'~T R A CTN il~'T A t~ f'T1~R ~ii'T A 1T R~ T A Ti c 24• vAl1EY C1ITTER 17at~~ 5/ 15102.
l.;A 1 l;ri ISAL3llr LL' 1 AM . ,..C..,... 4--x~,. ~ V 1W PIPES LESS THEN 24" PIPES 24" AND UP VL ICLRL S42& 'F
File # 02-0110
SHEET NO,