20060229 Ver 1_COMPLETE FILE_20060220

Kevin Varnell
POB 1108
Nashville, NC 27856
Project: Waterstone Subdivision
December 12, 2005
County: Nash
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The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit
(Sq. Ft.)
(Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Tar-Pamlico 0.17 0 0 0 0 96 2,880 1,920
03020101
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Chris Mankoff at (919) 16-1921.
Sincerely, ? • <=?„ n I r
illiam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Jean Manuele, USACE - Ralcigh 1
Eric Kulz, DWQ Regional Office - Raleigh ???,'? ??-
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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net
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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
bttp://www.saw.usacc.army.miI/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 http://www.salv.usace.artny.mi]/wetlands/regtour.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:/ih2o.enr.state.nc.us/ncwetiands 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 1 of 13
Coastal Area Management Act (CAMA) 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.army.miI/wetlands/nMfinalFedReg_pdf. 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.ne.us/ncwetiands/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 13
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 Surry
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 Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 276994617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [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 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 13
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
3855 Idlewild Road Ashe Mitchell Wilkes
Kemersville, 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 I - 4.
Page 4 of 13
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Office Use Only: W I'1i lcrsion 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
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12 and 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Villas 0) Windchase, LLC
Mailing Address: 844 Country Club Road
Rocky Mount, NC 27804
Telephone Number: 252.443.0277 Fax Number: 252.443.1535
E-mail Address: builithsd(a?earthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Stocks Engineering, PA
Company Affiliation: Engineer
Mailing Address: PO Box 1108
Nashville, NC 27856
Telephone Number: 252.459.8196 Fax Number: 252.459.8197
E-mail Address: kvamell(a?,stocksengineering.com
Page 5 of 13
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: Waterstone Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3727 0033 3816
4. Location
County: Nash Nearest Town: Coopers
Subdivision name (include phase/lot number): Waterstone
Directions to site (include road numbers, landmarks, etc.): Hwy. 64 East from Raleigh,
NC. Take I-95 South. Take NC SR 97 to the East. Turn left on NC SR 58 to the North.
Turn right onto NC SR 1745. Tract on left immediately before SR 1854.
5. Site coordinates, if available (UTM or Lat/Long): N 35052.340'/W 77°54.251
(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 76 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Tar River Reservoir
8. River Basin: Tar/Pamlico
(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.ne.us/admin/maps/.)
Page 6 of 13
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 site is currently vegetated and undeveloped. The land
use in the vicinity of this area consists of agricultural and residential.
10. Describe the overall project in detail, including the type of equipment to be used: The
project will consist of all aspects of a subdivision infrastructure including roads except for
sewer lines. The expected equipment to be used will be bulldozers, excavators, motor
graders, pans, etc.
11. Explain the purpose of the proposed work: The purpose of this work is to construct
Waterstone 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.
N/A
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
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
Page 7 of 13
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.
1. Provide a written description of the proposed impacts: Impacting 96 LF of stream and
less than 1/3 Acre of Rinarian Buffer. 0.29 Acres of isolated wetland fill is also nronosed.
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***
1 Road Impact 0.29 No 750 BLH / Cutover

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.go_v.
*** 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: 0.30 AC
Total area of wetland impact proposed: _.i11 O . a9
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
1 Road Crossing 96 Unnamed Trib. 3 FT Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
Page 8 of 13
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.usas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 96
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 Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Local Stormwater Requirement
Size of watershed draining to pond: +/- 23 AC Expected pond surface area: 13, 100 SF
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.
The impacted stream traverses the entire width of the propertv. Imnacts were unavoidable to
allow access. The proposed road crossing crosses the stream at approximately a 65 degree angle.
An angle other than 90 degrees was used in order to cross the stream below the confluence of
Page 9 of 13
two tributaries. The 65 degree angle allows for one stream crossing instead of two. The culvert
will also be buried 1 foot deep to promote habitat passage. During construction, all
applicable erosion control measures will be taken as directed by NCDENR. The Wetland feature
also traverses the entire width of the property and impacts were unavoidable to allow access.
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.
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.ne.us/ncwetiands/stnngide.htm1.
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
Page 10 of 13
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 E] No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Page 11 of 13
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 2880 3 N/A
2 1920 1.5 N/A
Total 4800 N/A
* 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.
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.
N/A
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.
Currentlv the site is undeveloned with no impervious surface area. After completion of the
infrastructure there will be approximately 2.3% impervious surface area. It is expected at total
build out the impervious area will be 17.2%. Several Temporary Sediment Basins will be placed
at the lowest end of disturbance to reduce sediment. Outlet protection will be placed at culvert
outlets.
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.
All generated wastewater on site will be treated through individual septic systems.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Page 12 of 13
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
3/
Applicant/Agent's Signature I Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
O?O? W AT 4?qQG
r

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
April 4, 2006
DWQ Project # 06-0229
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Villas At Windchase, LLC
844 Country Club Road
Rocky Mount, NC 27804
Subject Property: Waterstone Subdivision
Tar River [030302, 28-(36), WS IV B, NSW CA]
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-
Pamlico River Buffer Protection Rules (15A NCAC 2B.0259) with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.29 acres of wetland, 96 linear feet of stream and 4,800
square feet of protected riparian buffers (2,880 square feet Zone 1, and 1,920 square feet Zone 2)
to construct the proposed residential subdivision at the subject property as described within your
application dated December 16, 2005 and received by the N.C. Division of Water Quality
(DWQ) on January 9, 2006, with additional information received by the DWQ on February 8,
2006. After reviewing your application, we have decided that the impacts are covered by
General Water Quality Certification Number(s) 3374 (GC3374) and 3404 (GC3404). The
Certification(s) allows you to use Nationwide Permit(s) 12 (NW 12) and 14 (NW 14) when issued
by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .0259.
In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall
expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetlands
wZQ r:
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Villas At Windchase, LLC
Page 2 of 3
April 4, 2006
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount Approved
Units Reference
404 Wetland 0.29 acres PCN page 8 of 13
Stream 96 linear feet PCN page 8 of 13
Zone 1 TPBR Buffer Impacts 2,880 (square feet PCN age 12 of 13
Zone 2 TPBR Buffer Impacts 1,920 (square feet PCN page 12 of 13
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the 404/401Permit Application. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur;
4. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans (including a signed and notarized Operation
and Maintenance Agreement), must be implemented and the stormwater management
facilities shall be constructed and operational before any permanent building is occupied at
Villas At Windchase, LLC
Page 3 of 3
April 4, 2006
the subject site. The structural stormwater practices as approved by this Office as well as
drainage patterns must be maintained in perpetuity. No changes to the structural stormwater
practices shall be made without written authorization from the Division of Water Quality.
5. Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in wetlands
and waters is unavoidable, they shall be removed and the natural grade restored within six
months of the date that the Division of Land Resources has released the project;
6. Protective Fencing - The outside buffer, wetland or water boundary and along the construction
corridor within these boundaries approved under this authorization shall be clearly marked
with orange warning fencing (or similar high visibility material) for the areas that have been
approved to infringe within the buffer, wetland or water prior to any land disturbing activities
to ensure compliance with 15 NCAC 2H, Section .0500;
7. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting
any wetlands, waters and/or buffers approved for impact under this Certification Approval
and Authorization Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr. state. nc.us/ncwetlands. The text of the sample
deed notification may be modified as appropriate to suit to this project;
8. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal profile) must be maintained above and below locations of each
culvert. Culverts shall be designed and installed to allow for aquatic life movement as well as
to prevent head cutting of the streams. If any of the existing pipes are or become perched, the
appropriate stream grade shall be re-established or, if the pipes installed in a perched manner,
the pipes shall be removed and re-installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross
section dimensions, pattern and longitudinal profile) shall be maintained above and below
locations of each culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed
below the elevation of the streambed by one foot for all culverts with a diameter greater than
48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48
inches, to allow low flow passage of water and aquatic life. Design and placement of culverts
and other structures including temporary erosion control measures shall not be conducted in a
manner that may result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or
upstream and down stream of the above structures. The applicant is required to provide
evidence that the equilibrium shall be maintained if requested in writing by DWQ.
Villas At Windchase, LLC
Page 4 of 3
April 4, 2006
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of rip rap or other bank hardening methods.
If rip-rap is necessary, it shall not be placed in the stream bed, unless specifically approved by
the Division of Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be
designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401[Wetlands Unit of the NC Division of Water Quality upon completion of
the project. Please send photographs upstream and downstream of each culvert site to
document correct installation along with the Certificate of Completion form.
9. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse
flow at non-erosive velocities through the protected stream buffers such that it will not re-
concentrate before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If
this is not possible, it may be necessary to provide stormwater facilities that are considered to
remove nitrogen. This may require additional approval from this Office.
Certificate of Completion:
10. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401 /Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the
Central Office in Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at
919-791-4200.

Villas At Windchase, LLC
Page 5 of 3
April 4, 2006
Sincerely,
cr-e-4 ,/4?
AW Klijin
Enclosures: GC3374
GC3404
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
/111" Alan W. Klimek, P.E.
Stocks Engineering, P.A., P.O. Box 1108, Nashville, NC 27856
Filename: 060229 WatetstoneSD(Nash)401+TPBR
tocIrs Engineering, P.A.
Destgvu,wg the l=u.ture, Today.
Friday, March 17, 2006 ( M
Mrs. Cyndi Karoly
DWQ r C
]]] MAR 2 0 2006
2321 Crabtree Blvd.
Suite 250 DENR - WATER QUALITY
Raleigh, NC 27604 ?,FMDSANDSTOF67 ATERi3Wr_4
REF: Waterstone Subdivision DWQ Project # 06-0229
Dear Cyndi:
The following is in reply to your memorandum dated March 13, 2006 concerning the Request for
More Information for Waterstone Subdivision.
1. The temp. cul-de-sac on Colleen is not allowed. The temporary cul-de-sac shown on Colleen
Road is not allowed. Please resubmit design plans without the temporary cul-de-sac shown on
Colleen Road.
Cul-de-sac has been proved outside of buffer.
2. The level spreaders labeled "10' X 10' level spreader" and "24'X 30' level spreader"
must be parallel to the reservoir. Please resubmit design plans showing the level
spreaders labeled "10'X 10' level spreader" and "24'X 30' level spreader" parallel to the
reservoir.
The level spreaders have been moved to be parallel to reservoir.
Attached are 5 copies of the revised drawings, if you have any further comments or questions
regarding the above comments please contact our office.
Sincerely,
Stocks Engineering, P.A.
J. Kevin Varnell
Cc: Eric Kulz
J. Michael Stocks, PE
1100 Eastern Avenue
PO Box 1108
Nashville, NC 27856
252.459.8196 (voice)
252.459.8197 (fax)
252.903.6891 (mobile)
mstocks(a)stocksengineering.com
Paul D. Smith, PE
229 North Arendell „venue
Zebulon, NC 27597
919.269.0009 (voice)
919.269.2030 (fax))
919.880.5886 (mobile)
psmith _stocksengineering.com
Triage Check List
Date: Project Name:_
DWQ#:
County: A)a5;,
To: ? ARO Kevin Barnett ? WaRO Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran/Joanne Steenhuis
? MRO Alan Johnson/Barry Love ? WSRO Daryl Lamb
? RRO 9aEKR7_ JQ
From: Telephone : (919) 3 3
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
9L C--?
1 '
G(V -o1a9

i

O

QG
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
littp:Hwww.saw.usace.army.miI/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 http://www.saw.usace.army.miI/wetlands/regtour.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 1 of 13
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.army.milhwetlands/nwpf i nalFedReg. pd£ 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-refiindable 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:/ih2o.ehnr.state.nc.us/newetiands/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 13
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 Surry
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 Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 276994617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 13
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 site is currently vegetated and undeveloped. The land
use in the vicinity of this area consists of agricultural and residential.
10. Describe the overall project in detail, including the type of equipment to be used: The
project will consist of all aspects of a subdivision infrastructure including roads except for
sewer lines The expected equipment to be used will be bulldozers excavators, motor
graders pans etc
11. Explain the purpose of the proposed work: The purpose of this work is to construct
Waterstone 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.
N/A
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
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
Page 7 of 13
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.
1. Provide a written description of the proposed impacts: Impacting 96 LF of stream and
less than 1/3 Acre of Riparian Buffer. 0.29 Acres of isolated wetland fill is also proposed.
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
feet
Type of Wetland***
1 Road Impact 0.29 No 750 BLH / Cutover

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://wxvw.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: 0.30 AC
Total area of wetland impact proposed: ,.0-1-8' AC Q , ?_9
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name* * Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
1 Road Crossing 96 Unnamed Trib. 3 FT Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
Page 8 of 13
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us'Qs.1Zov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 96
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Local Stormwater Requirement
Size of watershed draining to pond: +/- 23 AC Expected pond surface area: 13. 100 SF
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.
The impacted stream traverses the entire width of the nronerty. Imnacts were unavoidable to
allow access. The proposed road crossing crosses the stream at approximately a 65 degree angle.
An angle other than 90 degrees was used in order to cross the stream below the confluence of
Page 9 of 13
two tributaries. The 65 degree angle allows for one stream crossing instead of two. The culvert
will also be buried 1 foot deep to promote habitat passage. During construction, all
applicable erosion control measures will be taken as directed by NCDENR. The Wetland feature
also traverses the entire width of the property and impacts were unavoidable to allow access.
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.
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/ncwetlands/strmgide.htm1.
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.
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
Page 10 of 13
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/M/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
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Page 11 of 13
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 2880 3 N/A
2 1920 1.5 N/A
Total 4800 N/A
' 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.
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.
N/A
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.
Currentlv the site is undeveloped with no impervious surface area. After completion of the
infrastructure there will be approximately 2.3% impervious surface area. It is expected at total
build out the impervious area will be 17.2%. Several Temporary Sediment Basins will be placed
at the lowest end of disturbance to reduce sediment. Outlet protection will be placed at culvert
outlets.
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.
All generated wastewater on site will be treated through individual septic systems.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Page 12 of 13
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

Applicant/Agent's Signature ? Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
06C;T@2Sq
Waterston L e 17
1
I?
o [O?o

Owner/Developer:
Villages @ Windchase, LLC
844 Country Club Road
Rocky Mount, NC 27804
Contact: David Smith
Phone: [phone]
STOCKS ENGINEERING, P.A.
1100 Eastern AVenue Phone: [phone]
PO Box 1108 Fax: [phone]
Nashville, NC 27856 Mobile: [phone]
Email: [e-mail]
C7
WVaterstone
?'a tt
PY1 R 3 >OG5
Owner/Developer:
40 Villages @ windchase, LLC
844 Country Club Road
Rocky Mount, PAC 27804
Contact: David Smith
Phone: [phone]

°°,??999999P11lI??
?H CARO
o ?? .•'F ASS/D ;`? ':
SEAL ?
•:-, roc •••.....•• ??? .::
E
STOCKS ENGINEERING, P.A.
1100 Eastern AVenue Phone: [phone]
PO Box 1108 Fax: [phone]
Nashville, NC 27856 Mobile: [phone]
Email: [e-mail]

Slacla E,gi,wrlrp, ?A
1,00 Ea4?n a,wrw
ro eo. t,ae
Mwiwaa. HC i)ESa
Project: Waterstone Subdivlslon
Date: January 20, 2006
Page: 1 of 4
Pre-Develo ment
Tc Area ID Area Ad. C 12 D2 cfs 2-Year Storm
5 1 088 035 58 1.69
7 II 805 035 52 1465
5 III 9.18 0.35 5.8 17.99
5 N 5.30 0.35 5.6 10.39
5 V 938 0.35 58 18.38
5 V1 3.51 0.35 5.6 6 88
15 NI 38 93 0 35 4.0 51.70
5 VIII 099 0.35 56 1.94
5 IX 0.58 0.35 5.6 1.10

TOTAL 74.76 035 124.72

Post-D.velan-rit
Tc Area ID Area Ac. C 12 02 cfs)

5 le 0.43 0.95 56 2.29
5 It, 043 095 56 2.29

5 Ila 089 095 56 4.73
7 Ilb 7.18 042 52 15.64

5 Ilia 469 035 56 9.19
5 Illb 0.36 0 53 58 1.07
5 Illc 081 043 5.8 1.95
5 Illd 021 0.95 56 1.12
5 Ine 1.03 041 56 243
5 Illf 048 048 58 1.24
5 11 10 0.39 56 3.47

5 Na 0 82 0.50 56 2 30
5 Nb 025 035 58 055
5 Nc 0.32 0.74 55 1.33
5 Nd 033 0.35 55 065
5 Ne 0.22 035 55 043
5 M 0.19 0.35 56 0.37
5 r vg 0.35 58 027
5 Nh 2.65 0.35 58 5.19
5 AA 0.35 060 56 1.1e

5 Va 0.57 047 5.6 1.50
5 Vb 1940 047 368
5 VC 0.10 0 95 0 53
5 Vd 05a 044 143
5 Ve 1.58 0.44 3 84
5 VI 024 0 95 1.28
5 V 0.41 095 2.18
5 Vh 4.52 0.35 V 888

5 Va 0.72 0.48 1.85
5 Vb 1.85 047 487
5 Mc 0.37 095 1.97
5 Vd 0.19 073 0.78
5 V. 0.38 0.93 56 1.98

15 Vla 35.30 035 40 4942
5 Vlb 1.50 0.50 58 4.20
5 Vic 0.13 095 58 0.89

5 Vllla 062 0.71 58 2947
5 Vlllb 0.37 0.95 5.6 1.97

5 IX. 027 095 56 1.44
5 IXb 0.29 0.95 56 1.54

Total 7476 8.6 154.16

Flow draining into Proposed Basin Is 0a4Y1 53.11 cis
Outnow must be less than 23.67 cfs
Post-Development Routed Outflow Ila-M Is: 0.19 cfs (2-Year)
2-Yr Routed Elevation is: 144.11 feet
Total Post Development Runoff is: 101.24 cis
Post-Development is less than Pre-Development for 2-Yr Event
Runoff Computations
itoc?a Erq?+w«irq. I.A
a fwrn a.w-?
n ea na
rwn.+.. rc:>ass
Pre-DevelO ment
Tc Area ID Arse IA..) I C 110 010 cfs 10-Year Storm
I 0 8 035 7 6 229
11 805 035 70 1972
111 9 18 035 7 8 24 42
IV 530 035 78 1410
V 938 035 7 6 2495
b VI 351 O35 76 934
l V1 3893 035 57 7368
il Vill 099 035 76 263
IX 058 035 76 149

TOTAL 74 76 0.35 172.81

Pnct_flavalnmm-t
Tc Area 10 Area Ac. C 110 010 cfs

5 la 043 095 7.6 3.10
5 Ib 043 095 7.6 3.10

5 Ila 089 095 7.0 592
7 Ilb 7.15 042 76 22.85

5 Is 4 69 0 35 7.6 12.48
5 IOb 0.38 0.53 7.6 1.45
5 Ift 081 043 78 265
5 Old 0 21 0 95 76 1.52
5 Ill. IM 041 76 330
5 Illf 046 048 78 1.68
5 III 1.59 039 76 4.71

5 rVa 082 050 78 3.12
5 h/b 0.29 0.35 76 0.74
5 Nc 0 32 0.74 7.6 1.80
5 Nd 0.33 035 76 Des
5 Ne 0.22 0.35 78 0.°9
5 M 0.19 0.35 7.6 0.51
5 Iv 0.11 0 35 7.0 0.37
5 IVh 265 0.35 7.6 7.05
5 M 0.35 060 78 160

5 V. 0.57 0 47 7.8 2.04
5 Vb 1.40 047 706 500
5 Vc 0.10 095 76 0.72
5 Vd 0.58 0 44 78 1 94
5 V. 1.56 044 7.6 522
5 Vf 0 24 0.95 708 1.73
5 V 0.41 095 7.8 2.98
5 Vh 4 52 0.35 78 1202
.

5 Via 0.72 048 7.8 2.52
5 VIb I es 047 76 661
5 Vic 0 37 0 95 76 2 67
5 Via 0.19 0.73 78 1.05
5 Me 0.38 0.93 7.6 2.69

15 Via 35.30 0.35 57 7042
5 Vllb tso os0 76 5.70
5 Vllc 0.13 0 95 7.6 0.94

5 Via 062 0.71 7.6 335
5 Vlllb 0.37 0.95 7.6 267

5 Me 0.27 0.95 76 1.95
5 IXb 0.29 0.95 7.6 2 09

Total 74.76 7.5 213.70

Flow draining Into Proposed Basin Is tla-PA 73.20 cis
Outflow must be less than 32.11 cis
Post-Development Routed Outnow 11" Is: 0.22 cis (10-Year)
10-Yr Routed Elevation is: 144.52 feet
Total Post Development Runoff is: 140.72 cfs
Runoff Computations
Post-Development is less than Pre-Development for 10-Yr Event
E
E 5 Nt 019 0035 3.7 0.58
41¢3• Erpvwrxp, IA
m ems, •....
ro ea nn
rwM.4r. r¢ vw
Pre-Deveio ment
Te Area ID Area Ae. C 126 026 ds 2S-Year Storm
5 1 086 035 87 252
7 If 8.05 0.35 8.2 2110
5 III 9.18 035 8.7 27.95
5 N 5.30 0.35 8.7 1614
5 V 9.38 0 35 8.7 28.58
5 N 3.51 0.35 87 1069
15 VII 36.93 0.35 84 82.72
5 VIII 099 035 87 301
5 Ix 0 56 035 87 1.71

TOTAL 74.78 0.35 198.51

Pno-nevelnn-t
Tc Area ID Area Ac. C 126 026 cfs

5 la 043 095 8.7 355
5 lb 043 095 87 355

5 Ila 089 0.95 8.7 7.38
7 fib 7.16 0.42 82 2468

5 Ills 469 0.35 87 14.28
5 Illb 036 053 87 168
5 19c 081 043 87 303
5 Old 021 0 95 8 7 1 74
5 Ilse 1.06 041 87 3078
5 Illf 048 048 8.7 1.92
5 111 159 0.39 8.7 5.39

5 Na 0 82 0.50 $7 3.57
5 IVb 023 0.35 8.7 065
5 Nc 0.32 0.74 87 2.06
5 Nd 0.33 0 35 8 7 1000
5 Ne 022 0.35 87 0.67

5 N 0.14 035 8.7 0Al
5 M1 265 0.35 8.7 8.07
5 M 0.35 0.60 87 1.83

S V. 0.57 0 47 87 2.33
5
r Vb 1 40 0 41 8.7 5.72
5 Vc 0.10 0.95 a 7 0 83
5 Vd 0 58 0 44 8.7 2.22
5 Ve 1.58 044 8.7 5.97
5 Vf 0 24 0.95 8.7 1.98
5 V 041 0.95 87 3.39
5 Vh 4.52 0.35 87 13.76

5 Via 072 046 87 268
5 Vlb 1.85 0.47 a? 7.58
5 Vic 0.37 0.95 87 306
5 Vld 0.19 0.73 8.7 1.21
5 V. 0.38 0.93 8.7 3.07

15 Vlla 3530 0.35 84 7907
5 VIID 1.50 0.50 87 6.53
5 VIIC 0.13 0.95 8.7 1.07

5 Villa 0 62 0.71 87 3.83
5 Vlllb 037 0.95 8.7 3.06

5 Ixa 027 0.95 8.7 2.23
5 Ixb 0.29 095 87 240

Total 74.75 B.i I42.16

Flow draining into Proposed Basin is 8a4V1 • 82.87 cis
Outflow must be less than 3722 cts
Post-Developrent Routed Outflow WWI Is: 023 cfs (25-Year)
25-Yr Routed Elevation is: 144.77 led
Total Post Development Runoff Is: 159.52 efs
Post-Development Is less than Pre-Development for 25•Yr Event
Runoff Computations
L
C
C]
Stoclr Ergvwrvy PA
romna
n.M.r. ec vw
Pre-DevelO ment
Te Area ID Area Ae. C 1100 100 cfs 100-Year Storm
5 1 088 0.35 100 301
7 If 805 035 95 2877
5 III 9.18 0.35 10.0 32.13
5 N 510 0.35 10.0 18.55
5 V 9.38 0.35 100 32.83
5 N 3051 0.35 100 12.29
15 VII 3693 0.35 77 99.53
5 VIII 0 99 0.35 10.0 3.47
5 IX 0.58 0.35 10.0 1.96

TOTAL 74 76 0.35 230.52

Post-Develonment
Tc Area ID Area Ac. C 1100 100 cfs

5 la 0.43 0.95 100 4.09
5 It, 043 0.95 100 4 09

5 11. 0 89 0 95 10.0 8.48
7 IID 7.18 042 95 28.57

5 Iil9 469 035 100 18.42
5 Wb 038 053 100 1.91
5 IIIC 081 043 100 3.48
5 Ilid 021 095 100 200
5 Ill. 1.08 041 100 435
5 Illf 046 0.48 100 2.21
5 III 159 039 100 620

5 Iva 082 050 100 4.10
5 IVb 0.28 035 10 0 0 98
5 rVC 0.32 0.74 10 0 2.37
5 rvd 0.33 0 35 10 0 1.18
5 IV. 0.22 0.35 10 0 0.77
5 M 0.19 0.35 10 0 0.67
5 Iva 0.14 0.35 100 049
5 IVh 2.65 0.35 10.0 9.28
5 M 0 35 0.60 10.0 2.10

5 V. 0.57 047 100 2.68
5 Vb 140 047 100 6.58
5 VC 0.10 0.95 10.0 0.95
5 Vd 058 044 too 2.55
5 V. 1658 0.41 10.0 6.68
5 VI 024 0.95 100 2.28
5 V 041 095 100 3.90
5 M 452 0.35 100 15.82

5 V. 0.72 046 100 3.31
5 Vb 1_8s 047 too 8.70
5 VC 037 095 100 3.52
5 Vld 0.19 0.73 100 1.39
5 Ve 038 093 100 3.53

15 Vlla 3530 035 77 9513
5 Vllb 1.50 050 100 7.50
5 VIC 0.13 095 100 1.24

5 Vila 062 0.71 100 4.40
5 VIIIb 037 0.95 100 3.52

5 IXa 0 27 0 95 10.0 2.57
5 IXb 029 095 10.0 2.76

Total 14.76 9.9 282.82

Area draining Into Proposed Basin is IIa4V 95.48 cis
Out!L- must t» less than 43.18 cfs
Post-Development Routed Outflow Ila-IV] Is: 0.2S cis (100-Year)
100-Yr Routed EUvation Is: 145.19 feet
Total Post Development Runoff Is: 187.59 cfs
Post-Development is less than Pre-Development for 100-Yr Event
Runoff Computations

Tar-Pamlico Stormater Rule 15A NCAC 28.0258
Last Modified 3/2/2006
Residential Worksheet when Footprints are not Shown
Use this worksheet when building footprints are not known to determine the acreage in each of the four categories -
transportation impervious, roof impervious, managed pervious, and wooded pervious - in the development. You
will need these acreages for both the "Export before BAIPs" and "Export after BAIPs" worksheets. For the
"Export after Bd1Ps" worksheet, you will need to subtract the acreage occupied by BMPs from the managed
pervious acreage produced by this worksheet. Also for the "Export after B/IfPs" worksheet, if the development
contains more than one catchment, use this worksheet fur each catchment.
Project Name: Waterstone
Date: 21212006
By: K. Varnell
Directions:
> In the two green spaces in the box below, enter the average lot size and the percent of the right-of-way that is
impervious within the development.
> In the table below, for the type of land cover listed for each column, enter acreages in the green boxes beneath.
> In the "Lot Area" column, be sure to enter acreage within lots that is protected by a conservation easement, the Tar-
Pamlico buffer rule, or wetland rules in the green box in the lower lefthand corner (enter "0" if there is none). If lots
are drawn to exclude protected lands that are part of the total development acreage, enter the acreage of those protected
lands as wooded pervious in the "Community Areas" column.
> The spreadsheet will compute all values in the light blue shaded boxes.
> NOTE: In the "Community Areas" column, you will need to ensure that the various component acreages sum to the
value in the "TOTAL" box at the top. The spreadsheet will not correct for inconsistencies. Any inconsistency between
the total value and the sum of individual acreages will carry over to column (5).
Average lot size ac (Must show building footprints if lot size < 0.13 ac.)
% impervious in right-of-way %
.. .. .......
. ..:...:.
Type of Luna Cnvcr :.:.:.::.
[,at Ares"`
Riltt pC ivy Area :. .... .
Community areas
.........:...........
Sum ofColamns
.................... .
.........:..:: ..:.:.:..:

:.:..:.:.:...:.:.: ....:.:.:.:.:..:.:.:.:.:......:...:.:.::.:

..................... .......... .:.:.:.:.:.

:.:.:.:.:
.. a
....( .. .............. :. .:

............... (_1 ....::€::ff ......... . .
c .:`...:

.(.a . ).........
::. .

... . )at .3..... .and.(.....

'COTAG -?
76.1

Trans I ?ortntion im ervaous . 5.9 3.2 F 9.2
a
IZoof inipcrvioits 3.9 = a>'- 3.9

htanalcil pcrv?ous 53.8 5.5 59.2
;
. : .,
1Voodc perv?ou5
.: .........
s 3.8
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Piedmont of the Tar-Pamlico River Basin:
C
El
Last Modified 3/2/2006
inctuaes uxtora, rtenaerson, tcocKy mount ana larooro as wen as rranxun, Nasn ana nagecome k-ounues
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Project Name: Walersione
Date: 21212006
By: K. Varnell Checked By:
Directions (same for pre-development and post-development tables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
> Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that must be corrected.
> Unless drainage onto the development from offsite is diverted around or through the site, offsite catchment area draining in must
be included in the acrcace values and treated.
rre-aevelopmenr:

Ise 9f G,tRd CPvrr i?teii S ?>I o tgla Aveka e R7C Column v0.age AI : -- 1t'10

::::
acres? ::: ..
O 1G r '
afTN m G :
2 .? 3' « 4
.:otTP in G
2 + 3 a 6
..
Tra0sporf?tloa Impervious r
s 4
0.46
2.60
0.00
0.19
0.00
[toof'jlnpry?glls ?. 0.46 1.95 0.00 0.11 0.00
lVTana ed erviogs
g P
.
.
..4la?rr?llandscahed) 0.46 1.42 0.00 0.28 0.00
1Tanaged pervious
(cropland) ::.:....:: . 0.46 4.23 89.70 1.23 26.08
?Iana?;cd pervious .; 0.46 2.04 0.00 0
62 0
00
(Pasture} . . .
NN OWi l pervious ' 0.46 0.94 12.97 0.14 1.93
.

Fructian lmperv?ous (1)

0.00
LN Eaad?ng

102.67
TP ?Ud,ng

28.02
(Ib/yr? 0 ULY0:

ToEnl .tree of eve, mCnf=.
76.10 TN Exp Coeff..
1.35 .TjV Exp.Cuff.
0.37
(lG%aclyr): (Iblaclyr)
Post-development:

.
.
.
.
.
..
. .:.:.:.:..:.. .
.
.
..
.
.
.
.:::
type of t.ah eb?eir ::..:.

.::: rhea .
.
S inf. >tarmul:i
..:.
........
llvcrage E 111C

Column

average A1C

`Colitirin
.:: (acres? .: .0.46+ 8.3t ofTN' m lL 2 ?` 3 .k 4 of Tf? M G 2 3 + G

Transllortatian rmpervaous
.
n
1.89
2.60
45.01 0.19
3.29

]ltooF lmpcrvious
1.89
1.95
11.52 0
.11
0.82
1.1angecl pervious :: :. 1.89 1.42 159.01 0.28 31.36

....Q .. ed pcrviqus? s 1.89 0.95 6.75 0.14 1.00

ration Impervious (I) a ..
0.17 ` ' TN Goadm
225.30 TP 1,oadin
36.46
............. (Iblxr) := ::::4144 r}.=

. eveld iii en'
..
: ..
p
x
.
.
.

6.10 f.

TN ?xj? Cae.f,

.96

?'P oel'f
?xp C

.48
.....
..
.:.:.:.:.
.
:
:
:
Note: The nutrient loading goals are 4.0 Ib/ac/yr for TN and 0.4 Ib/ac/yr for TP. If the post-development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post-development TN and TP loadings after BMPs are installed.
n
n
Tar-Pamlico StormwaterRule 15A NCAC 28.0258
Piedmont of the Tar-Pamlico River Basin:
Last Modified 5/23103
lnctuacs uxtora, rlcnaerson, !cocky mount ana Iarboro as well as rranKUn, ivasn ana
BMP Removal Calculation Worksheet (Automated)
Project Name: II aterstone
Date: 21211006
Lounucs
By: F. Parnell Checked By:
> It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoff flowing
onto the development from offsite is routed separately around or through the site, the offsite catchment area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table: Enter the catchment acreage in the top green blank. Based on a comparison of the post-development TN and TP
export coefficients you calculated above to the rule requirements of 4.0 Ib/ac/yr TN and 0.4 lb/ac/yr TP, select BMP(s) from the list for
treating the catchment runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks. If more than one BMP is to be
used in series, the combined removal rates will be calculated automatically in the blue blanks.
> Catchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre-BMP
worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
....... ................. .............. ............ ...........................
........................ ............................ ..........................
........................................ ............ ...........................
........................ ............................ ..........................
........................................ ............ ...........................
........................ ............................ ..........................
1 e... r...
.: ...... b:..........a d
BMP ::: 1?'ctDe.tn(.00. 00 t 25 40 NC BMP Manual
Nutrient : atOriri vaCer Yeitai it 40 35 NC BMP Alanual
Removal San,! ?iltcr 35 45 NC BMI' Manual
Rates 13igtt#citt o is 35 45 NC BMP manual
GiAis:SWaleiEf 20 20 NC BNIP Manual
egettitcd I iltcrSt... wf 20 35 NC BMP !Manual
I evei $preailcr
1aXy;Qcic?Itivii 10 10 NC BMP Manual
Catcknleat 1:
Total acreage of catchment I = ac
First BMP's TN removal rate = % First BMP's TP removal rate = %
Second BMP s TN removal rate
o
? % Second BMP's TP rcmoval rate Yt %
? ?
Third BMP's TN removal rate - % Third BMP's TP removal rate ' ' %
TOTAL TN REMOVAL RATE = 40 % TOTAL TP REMOVAL RATE = 35 %
.::.:..:.:.:
Tgpsot'.......over;..... . iltchmeut 5111 Hoyt....
1 ltcr,ifi? l 1t o blti>rin i1}cragel 1110 u Lalumn
Acrca i s :0,404:9 .31 ` .t.N 1I, 2 t' 3 1? m 2 3
:::Trans norta ioii uiitiervaoiiii ` - 1.90 2.60 14.17 0.19 1.04
C
Itoofimpcrvsou.s .: 1.90 1.95 3.81 0.11 0.22
nfana&ed'pernaas 1.90 1.42 47.07 0.28 9.28
lyooileifious' 1.90 0.94 0.00 0.14 0.00
trca tabcmnp.by Utt.l' 1.90 1.95 4.33 0.11 0.24

hr:tcttunltn?entous(1)=
0.17 Pre-. JVTN
69.38 d'rc B1TP Th
10.78
:, 1, a d I Wy.r):
------------- Load (lli/yrj;

Total Aecs ofD
evcloprueat
22.53 1 f"N. .
3.08 rrrn?l[;:CI,
0.48
.
. t I!..(It.... .: 0? I t
EKO. (u.eclrl:.
.. ...
I ast:B;11PTlti
Post BM11l' TI?
Load {Ibl?

r)=
41.63 I bad (lblyi }
7 00
abs> f4vtt'Th 1.85 I ost t;nu= '' 0.31
Eap. !t.(. Wads rj Gipurl (IU BC )..f...
r
LJ

Tar-Pamlico StormwaterRu/e 15A NCAC 28.0258
Last Modified 5/23/03
Catchment 2:
Total acreage of catchment 2 ac
First BMP's TN removal rate = = % First BMP's TP removal rate %
Second BMP's TN removal rate = /° Second BMP's TP removal rate /°
Third BMP's TN removal rate = % Third BMP's TP removal rate %
TOTAL TN REMOVAL RATE = 0 % TOTAL TP REMOVAL RATE = 0 %

) ype n(.I ?!na C aser ...
. 4-.,E4WOC,
SAX :Formula
AYeraRe El IC'p t blumn:
Aycralx?kl?aC o
Coluutp .
.
lerea e; 0.d(i t 8.3I '• • ?E m' I 2 3 a T m 11, 2 '.
r`
Ccun ortabbrl,m crrt4us 1.84 2.60 26.26 0.19 1.92
ltotu(i.errzpus; ' .. _ 1.84 1.95 9.06 0.11 0.51
E1<iunuctl pettlousE...., ... 1.84 1.42 95.44 0.28 18.82
€lYQVUeaperv vus 1.84 0.94 6.24 0.14 0.93
lrca tekcwa by.t3M1WTt.... 1.84 1.95 0.00 0.11 0.00
1'rc i3111k lir re?T1M1tP Tly
P
Lractaon Imp?nwus ([} 0.17 137.00 . 22.18
?,vad (IW?r Losd (lbiyr}

Total Ar0 olpesclohuient

48.07
. . . . . . rv
t35WN E:P

2.85
A r'OL N.WlrP-gip. ik

0.46
pi?edrr),.
...............

r:' :.:: ...........
....... .............
............

ust 13?1t TN

37.00

os I... .
.

2.18
Load (IW}r) Goad {}bl)r?::
....

.:.:: ::::
........
..
.... ro f-HAIL N

.85

E'osf I3Fle TP E po

0
46
Ea on li a r - ""i ..ilb/py}1- .
Catchment 3:
Total acreage of catchment 3 = ac
First BMP's TN removal rate = % First BMP's TP removal rate E : %
Second BMP's TN removal rate - % Second BMP's TP removal rate %
Third BMP's TN removal rate = % Third BMP's TP removal rate r %
TOTAL TN REMOVAL RATE = 35 % TOTAL TP REMOVAL RATE = 45 %

.........

3 .............

...........

(.
{5 ...
}.....
s`..{G}.,.. . .i
..............

..
a ...:.
....}.. .
1 of l znil covet :
Zh . CsltelEmciit S At For?nulu `crugc k ltl v Gcrltimn ilrerage M11C o t..olumn '
............................. ...........
`Afrca e`: ............
0:46 + :31 : .... ...........
:.::TA Ih ? L ............
2 ? 3 R. 4 ..............
P: mw C ° ...........
2 ;' 3 `? 6
4r tg511vrt ihpij urthCh?otr9 2.27 2.60 5.02 0.19 0.37
Itoofimper?tous > 2.27 1.95 1.55 0.11 0.09
4ldnagedpemous ::: 2.27 1.32 11.20 0.28 2.21
\yobdeacrs,ous 2.27 0.94 0.00 0.14 0.00
trcaaa6eErylE by D1TP 2.27 1.95 3.68 0.11 0.21

I raetton Impcnious 01t
0.22 l'rc Tsll C1V
21.45 €::1'rc t31i1' I1;
2.87
Loan (I l> } r) T ¢ad (16lj't}:-

I¢{iil ?rca ofl)evelbpment
5.50

...... Trr0?1F7? E:purt

:
3.90 Iir"NilgppEipo
''
0.52
.......... .
It nc/
... 1 _ Y. , pptec!
r
... .
1'ost•I111P`Fly Posi BM11N I'Y
I'vad II>/'r : 5
13.). Ib/ . l
(..x r}... 1..58
A7 .7N

.54 4 ?,.,t..11?????h:????•
Pos [I P.T . Itz
p°..

;. ;.

.29
°EE?i ar
(14
1
1b
E
E
L-1
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Last Modified 5/23/03
C7
Peak Flow Exemption Calculation for Development
Option #1: Pre-Post Development Flow increase is less than 10% 1-year storm
Predevelopment Runoff 0 4DIV/01
Post- Development Runoff Change % change
Option #2: Total impervious Surface Calculation less than 15% of total project area
>{ a . 13.10 76.10 0.17211
Transportation PLUS Rooftop Total Project %
Impervious Impervious Impervious Acreage Impervious

C]
? s s
Ditch Sections For Waterstone Subdivision
Ditch
Section Side
Slopes Channel
Sloe Q2 (CfS) Proposed
Lining Mannings
n Permissible
Shear Ib/s Normal
Depth V2 (fps) Calculated
Shear Ib/s Liner/Stable
1 TO 2 3:1 1.10% 2.29 Bare Ground 0.02 - 0.47 3.53 0.32 Stable
Vegetation 0.035 1 0.57 2.32 0.39 Stable
3 TO 4 3:1 1.10% 2.29 Bare Ground 0.02 - 0.47 3.53 0.32 Stable
Ve etation 0.035 1 0.57 2.32 0.39 Stable
1 TO 5 3:1 2.14% 4.73 Bare Ground 0.02 - 0.54 5.43 0.72 Needs Liner
Ve etation 0.035 1 0.66 3.57 0.89 Stable
3 TO 6 3:1 2.14% 15.64 Bare Ground 0.02 - 0.70 5.91 0.94 Needs Liner
Ve etation 0.035 1 0.89 3.87 1.19 Stable
7 TO 5 3:1 2.83% 1.12 Bare Ground 0.02 - 0.27 3.91 0.47 Stable
Vegetation 0.035 1 0.33 2.57 0.58 Stable
9 TO 6 3:1 4.50% 1.07 Bare Ground 0.02 - 0.17 3.87 0.47 Stable
Ve etation 0.035 1 0.22 2.52 0.63 Stable
9 TO 8 3:1 2.50% 1.95 Bare Ground 0.02 - 0.27 3.90 0.43 Stable
Ve etation 0.035 1 0.37 2.52 0.57 Stable
8 TO 11 3:1 1.00% 2.30 Bare Ground 0.02 - 0.47 3.41 0.30 Stable
Vegetation 0.035 1 0.59 2.24 0.37 Stable
10 TO 11 4:1 4.20% 0.55 Bare Ground 0.02 - 0.12 3.09 0.31 Stable
Vegetation 0.035 1 0.16 2.09 0.42 Stable
11 TO 12 3:1 0.56% 1.50 Bare Ground 0.02 - 0.45 2.46 0.16 Stable
Ve etation 0.035 1 0.56 1.62 0.19 Stable
13 TO 12 3:1 3.60% 3.68 Bare Ground 0.02 - 0.33 4.84 0.74 Needs Liner
Vegetation 0.035 1 0.42 3.25 0.95 Stable
14 TO 15 3:1 2.58% 2.18 Bare Ground 0.02 - 0.29 3.97 0.47 Stable
Ve etation 0.035 1 0.39 2.63 0.62 Stable
15 TO 24 3:1 0.30% 23.30 Bare Ground 0.02 - 1.42 3.87 0.27 Stable
Vegetation 0.035 1 1.75 2.54 0.33 Stable
16 TO 17 3:1 1.68% 1.33 Bare Ground 0.02 - 0.35 3.61 0.37 Stable
Ve etation 0.035 1 0.43 2.37 0.45 Stable
17 TO 18 3:1 0.85% 0.53 Bare Ground 0.02 - 0.28 2.22 0.15 Stable
Vegetation 0.035 1 0.35 1.46 0.15 Stable
18 TO 19 3:1 0.70% 1.96 Bare Ground 0.02 - 0.48 2.86 0.21 Stable
Vegetation 0.035 1 0.59 1.88 0.26 Stable

20 TO 19 3:1 1.52% 3.84 Bare Ground 0.02 - 0.44 3.78 0.42 Stable
Vegetation 0.035 1 0.57 2.50 0.54 Stable
22 TO 15 3:1 1.57% 1.28 Bare Ground 0.02 - 0.35 3.48 0.34 Stable
Ve etation 0.035 1 0.43 2.29 0.42 Stable
20 TO 21 3:1 5.11% 1.44 Bare Ground 0.02 - 0.19 4.42 0.60 Needs Liner
Ve etation 0.035 1 0.25 2.85 0.80 Stable
22 TO 23 3:1 5.11% 1.54 Bare Ground 0.02 - 0.19 4.51 0.62 Needs Liner
Ve etation 0.035 1 0.26 2.91 0.83 Stable
7 TO 31 3:1 1.71% 1.24 Bare Ground 0.02 - 0.34 3.57 0.36 Stable
Vegetation 0.035 1 0.42 2.35 0.45 Stable
16 TO 30 3:1 1.47% 2.43 Bare Ground 0.02 - 0.45 3.99 0.41 Stable
Ve etation 0.035 1 0.56 2.62 0.51 Stable
30 TO 29 3:1 5.10% 0.59 Bare Ground 0.02 - 0.21 4.47 0.67 Needs Liner
Vegetation 0.035 1 0.26 2.94 0.82 Stable
17 TO 25 3:1 0.80% 4.83 Bare Ground 0.02 - 0.71 3.16 0.22 Stable
Ve etation 0.035 1 0.88 2.08 0.27 Stable
25 TO 26 3:1 0.50% 5.26 Bare Ground 0.02 - 0.74 3.23 0.23 Stable
Vegetation 0.035 1 0.91 2.12 0.28 Stable
26 TO 27 3:1 0.50% 5.63 Bare Ground 0.02 - 0.76 3.29 0.24 Stable
Ve etation 0.035 1 0.93 2.16 0.29 Stable
27 TO 28 3:1 0.50% 5.90 Bare Ground 0.02 - 0.77 3.32 0.24 Stable
Vegetation 0.035 1 0.95 2.18 0.30 Stable
28 TO 29 3:1 0.50% 11.09 Bare Ground 0.02 - 0.97 3.89 0.30 Stable
Ve etation 0.035 1 1.20 2.56 0.38 Stable
29 TO 32 3:1 0.50% 12.27 Bare Ground 0.02 - 1.01 3.99 0.32 Stable
Rip Rap 0.065 1 1.25 2.62 0.39 Stable
32 TO 33
I 3:1 0.89% 1.85 Bare Ground 0.02 - 0.45 3.09 0.25 Stable

I Ve etation 0.035 1 0.55 2.03 0.31 Stable
'
34 TO 33 3:1 1.33% 4.87 Bare Ground 0.02 - 0.51 3.83 0.42 Stable
Ve etation 0.035 1 0.65 2.56 0.54 Stable
34 TO 35 3:1 1.61% 1.97 Bare Ground 0.02 - 0.41 3.92 0.41 Stable
Rip Rap 0.065 1 0.51 2.57 0.51 Stable
s •
0
35 TO 36 3:1 6.67% 9.47 Bare Ground 0.02 - 0.57 9.89 2.35 Needs Liner
Rip Rap 0.65 1 0.88 4.08 3.66 Rip Rap
39 TO 36 3:1 3.50% 1.98 Bare Ground 0.02 - 0.25 4.08 0.54 Needs Liner
Ve etation 0.035 1 0.32 2.69 0.70 Stable
40 TO 38 3:1 3.00% 4.20 Bare Ground 0.02 - 0.37 4.67 0.68 Needs Liner
Vegetation 0.035 1 0.47 3.15 0.87 Stable
39 TO 41 3:1 1.64% 1.97 Bare Ground 0.02 - 0.41 3.94 0.42 Stable
Ve etation 0.035 1 0.50 2.59 0.52 Stable
40 TO 41 3:1 1.27% 2.47 Bare Ground 0.02 - 0.47 3.79 0.37 Stable
Ve etation 0.035 1 0.57 2.49 0.46 Stable
Unless otherwise noted, "Needs Liner" = Fiberglass liner over seed, straw and tack
Contact : Kevin Varnell
PO Box 1108
Nashville, NC 27856
Phone #: [phone]
St i Sewer Profile 0 Proj. file: Flo J FES2.stm
Elev. (ft)
Hydraflow Storm Sewers 2003
HYdiow Plan View 0 0
Outfall
I Project file: FES1 TO FES2.stm I No. Lines: 1 101-25-2006 1
Hydratlow Storm Sewers 2003
C

•
Storm Sewer Summary Report
Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) N (ft) (ft) (ft) No.
1 FES1 TO FES2 7.36 18 c 48.0 146.50 147.50 2.083 147.54 148.54 0.50
End
Project File: FES1 TO FES2.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; ' Indicates surcharge condition.
Hydraflow Storm Sewers 2003
St*., Sewer Inventory Report Page 1
Line Alignment Flow Data Physical Data Line ID
N
o.
Dnstr Line Defl Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss Inlet/
line length angle type a area coeff time El Dn slope El Up size type value coeff Rim El
No. (ft) (deg) (cfs) (ac) (C) (min) (ft) (%) (ft) (in) (n) (K) (ft)
1 End 48.0 -81.4 Hdwl 7.36 0.00 0.00 0.0 146.50 2.08 147.50 18 Cir 0.013 1.00 0.00 FES1 TO FES2
Project File: FES1 TO FES2.stm Number of lines: 1 Date: 01-25-2006
Hydraflow Storm Sewers 2003
Hyce.ilic Grade Line Computations 1& 0 Page 1
Line Size Q Downstream Len Upstream Check JL
coeff Minor
loss

(in)

(cfs) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sgft) Vol

(ft!s) Vol
head
(ft) EGL
elev
(ft) Sf

N

(ft) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sgft) Vol

(ft/s) Vol
head
(ft) EGL
elev
(ft) Sf

N Ave
Sf
(%) Enrgy
loss
(ft)

(K)

(ft)
1 18 7.36 146.50 147.54 1.04 1.30 5.66 0.50 148.03 0.727 48.0 147.50 148.54 1.04" 1.30 5.66 0.50 149.03 0.727 0.727 n/a 1.00 0.50
Project File: FES1 TO FES2.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: ' Normal depth assumed., " Critical depth assumed.
Hydrafow Storm Sewers 2003
StO , Sewer Profile Proj. file: F ) FES8.stm
Elev. (ft)
161.00
157.00
153.00
149.00
145.00
141.00
0
50 100 150 200 250 300 350 400 450
Reach (ft)
Hydraflow Storm Sewers 2003
StO , Sewer Profile Proj. file: F ) FES8.stm
Elev. (ft)
168.00
162.00
156.00
150.00
144.00
138.00
0
50 100 150 200 250 300 350 400 450 500 550 600 650 700
Reach (ft)
D16a O D17
Rim: 1 55.50 (ft _ DI TO DI a
DI TO FE 38 Up In 143.59 (ft) Ri : 154.0 (ft)
Ri : 152.0 (ft) n In 142:9 fty--tj,- nv: ft
U Inv: 14 .88 (ft) Len: 1
42 (m) 75.00 (ft) D Inv: 143 .69 (ft) D15 TO 16
D Inv: 14 .61 (ft) Le : 72.00 (ft) Rim: 14 ).71 (ft)
L
? n: 76.00 (ft) 42 (in) Up Inv: 45.31 ( )
4 in n-!n ft
Len: 36 .00 (ft)
L: IF
42 (in)
------ ------- - L
------ ---- - --
-1
------- --- - ---- ----- - ------
7
---- -- -- ------ ------ ----
Hydraflow Storm Sewers 2003
HYdr sow Plan View qp is
outfall
Project file: FES3 TO FES8.stm I No. Lines: 6 102-08-2006 1
Hydraflow Storm Sewers 2003
E-IF
Ell
E
Storm Sewer Summary Report
Page 1
Line Lino ID Flow Line Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 DI7 TO FESB 56.51 48 c 76.0 142.61 142.88 0.355 144.99 145.25 1.24
End
2 DI6a TO DI7 52.73 42 c 175.0 142.98 143.59 0.349 146.49 146.92 0.24
1
3 DI6 TO DI6a 50.73 42 c 72.0 143.69 143.94 0.347 147.16 147.32 0.31
2
4 DI5 TO DI6 49.70 42 c 364.0 144.04 145.31 0.349 147.63 148.41 0.71
3
5 FES3 TO DI5 46.30 42 c 14.0 145.41 145.48 0.500 149.12' 149.15' 0.36
4
6 FES4 TO DI5 1.74 18 c 42.0 145.51 148.03 6.000 149.12 149.12 0.02
4
Project File: FES3 TO FESS.stm Number of lines: 6 Run Date: 02-08-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; ' Indicates surcharge condition.
Hydraflow Storm Sewers 2003
Hyc* .lic Grade Line Computations •
0 Page 1
Line Size Q Downstream Len Upstream Check JL Minor
coeff loss
Invert HGL Depth Area Vel Vel EGL Sf Invert HGL Depth Area Vel Vel EGL Sf Ave Enrgy
elev elev head elev elev elev head elev Sf loss
(in) (cfs) (ft) (ft) (ft) (soft) (ft/s) (ft) (ft) (°/a) (ft) (ft) (ft) (ft) (soft) (ft/s) (ft) (ft) (%) (%) (ft) (K) (ft)
1 48 56.51 142.61 144.99 2.38 7.78 7.26 0.82 145.81 0.354 76.0 142.88 145.25 2.37 7.76 7.28 0.82 146.08 0.356 0.355 0.269 1.50 1.24
2 42 52.73 142.98 146.49 3.50 9.62 5.48 0.47 146.96 0.275 175 143.59 146.92 3.33 9.45 5.58 0.48 147.40 0.238 0.256 0.449 0.50 0.24
3 42 50.73 143.69 147.16 3.47 9.61 5.28 0.43 147.59 0.236 72.0 143.94 147.32 3.38 9.51 5.33 0.44 147.76 0.222 0.229 0.165 0.70 0.31
4 42 49.70 144.04 147.63 3.50 9.62 5.17 0.42 148.04 0.244 364 145.31 148.41 3.10 9.01 5.52 0.47 148.88 0.218 0.231 0.841 1.50 0.71
5 42 46.30 145.41 149.12 3.50 9.62 4.81 0.36 149.48 0.212 14.0 145.48 149.15 3.50 9.62 4.81 0.36 149.51 0.212 0.212 0.030 1.00 0.36
6 18 1.74 145.51 149.12 1.50 1.77 0.98 0.02 149.13 0.027 42.0 148.03 149.12 1.09 1.38 1.26 0.02 149.15 0.035 0.031 0.013 1.00 0.02
Project File: FES3 TO FES8.stm Number of lines: 6 Run Date: 02-08-2006
NOTES: ' Normal depth assumed., " Critical depth assumed.
Hydraflow Storm Sewers 2003
St .i Sewer Profile 0 Proj. file: FEO ) FES10.stm
Elev. (ft)
Hydraflow Storm Sewers 2003
HYd rlow Plan View
0 0
outran
Project file: FES9 TO FES10.stm I No. Lines: 1 101-25-2006
Hydraftow Storrs Sewers 2003

E-1
L I
Storm Sewer Summary Report
Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 FES9 TO FES10 4.42 18 c 48.0 150.28 151.00 1.500 151.08 151.80 0.33
End
Project File: FES9 TO FES10.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular, e = elliptical; b = box; Return period = 25 Yrs.; *Indicates surcharge condition.
Hydraflow Storm Sewers 2003
it
HyA Aic Grade Line Computations 0
0 Page 1
Line Size Q Downstream Len Upstream Check JL
coeff Minor
loss

(in)

(cfs) Invert
elev
(ft) HGL
elev
(h) Depth

(ft) Area

(s9ft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

(%)

(h) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sqft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(h) Sf

(°/a) Ave
Sf
(%) Enrgy
loss
(n)

(K)

(ft)
1 18 4.42 150.28 151.08 0.80 0.96 4.59 0.33 151.41 0.565 48.0 151.00 151.80 0.80" 0.96 4.59 0.33 152.13 0.565 0.565 n/a 1.00 0.33
Project File: FES9 TO FES10.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: ' Normal depth assumed., " Critical depth assumed.
Hydraflow Storm Sewers 2003
SO i Sewer Profile 0 Proj. file: FEO FES12.stm
Elev. (ft)
161.00 FES9
Rim: 155. 0 (ft)
Up Inv: 15).00 (ft)
Dn Inv: 14 .50 (ft)
158.00 -em-60,0-
18-(in)

155.00

152.00

149.00
- ----- - ----------- -

146.00
0 10 20 30 40 50 60 70 80 90 100
Reach (ft)
Hydraflow Storm Sewers 2003
Hydraraiow Plan View
• r
Outfall 1
Project file: FES11 TO FES12.stm No. Lines: 1 101-25-2006
Hydraflow Storm Sewers 2003
E.",
,J
0
Storm Sewer Summary Report
Page 1
Line Line ID Flow Lino Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 FES11 TO FES12 8.05 18 c 60.0 148.50 150.00 2.500 149.58 151.08 0.54
End
Project File: FES11 TO FES12.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; ' Indicates surcharge condition.
HydraRow Storm Sewers 2003
Hyd9 Aic Grade Line Computations 0
Page 1
Line Size Q Downstream Len Upstream Check JL
coeff Minor
loss

(in)

(cfs) invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sqft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

(%)

(ft) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sgft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

N Ave
Sf
(%) Enrgy
loss
(ft)

(K)

(ft)
1 18 8.05 148.50 149.58 1.08 1.37 5.89 0.54 150.12 0.775 60.0 150.00 151.08 1.08" 1.37 5.89 0.54 151.62 0.775 0.775 n/a 1.00 0.54
Project File: FES11 TO FES12.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: ' Normal depth assumed., " Critical depth assumed.
Hydraf ow Storm Sewers 2003
St® Sewer Profile 0 Pro;. file:
Elev. (ft)
=ES14.stm
Hydraflow Storm Sewers 2003
AVON.
Hydratiow Plan View
Outfall
Project file: FES13 TO FES14.stm No. Lines: 1 01-25-2006
Hydraflow Storm Sewers 2003
r
L
L7
E
Storm Sewer Summary Report
Page 1
Line Lino ID Flow Lino Lino Invert Invert Lino HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) N (ft) (ft) (ft) No.
1 FES13 TO FES14 17.07 24 c 48.0 147.41 147.65 0.500 149.22 149.46 0.51
End
Project File: FES13 TO FES14.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; *Indicates surcharge condition.
Hydraflow Storm Sewers 2003
Stco Sewer Inventory Report 0
0 Page 1
Line Alignment Flow Data Physical Data Line ID

No.
Dnstr Line Defl Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss InleU
line length angle type Q area coeff time El Dn slope El Up size type value coeff Rim El
No. (ft) (deg) (cfs) (ac) (C) (min) (ft) (%) (ft) (in) (n) (K) (ft)
1 End 48.0 -89.5 Hdwl 17.07 0.00 0.00 0.0 147.41 0.50 147.65 24 Cir 0.013 1.00 0.00 FES13 TO FES14
Project File: FES13 TO FES14.stm Number of lines: 1 Date: 01-25-2006
Hydraflow Storm Sewers 2003
Hy .tic Grade Line Computations
0 Page i
Line Size Q Downstream Len Upstream Check JL
coeff Minor
loss

(in)

(cfs) Invert
elev
(n) HGL
elev
(ft) Depth

(ft) Area

(sgft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

(%)

(n) Invert
elev
(ff) HGL
elev
(h) Depth

(ft) Area

(soft) Vel

(ft1s) Vel
head
(11) EGL
elev
(ff) Sf

(%) Ave
Sf
(%) Enrgy
loss
(ft)

(K)

(n)
1 24 17.07 147.41 149.22 1.81 2.99 5.72 0.51 149.73 0.500 48.0 147.65 149.46 1.81 2.98 5.72 0.51 149.96 0.500 0.500 0.240 1.00 0.51
Project File: FES13 TO FES14.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: ' Normal depth assumed., " Critical depth assumed.
Hydraflow Storm Sewers 2003
St* Sewer Profile Proj. file: FE r-ES16.stm
Elev. (ft)
Hydraflow Storm Sewers 2003
Hyd• pow
Plan View
E
.7
Outfali
Project file: FES15 TO FES16.stm No. Lines: 1 01-25-2006
Hydranow Storm Sewers 2003
n
C

Storm Sewer Summary Report
Page 1
Lino Lino ID Flow Line Line Invert Invert Line . HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 FES15 TO FES16 19.06 24 c 84.0 144.00 144.35 0.417 146.00' 146.60' 0.57
End
Project File: FES15 TO FES16.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; *Indicates surcharge condition.
Hydraflow Storm Sewers 2003
Std Sewer Inventory Report 0
0 Page 1
Line Alignment Flow Data Physical Data Line ID
N
o.
Dnstr Line Deft Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss Inlet/
line length angle type Q area coeff time El Dn slope El Up size type value coeff Rim El
No. (ft) (deg) (cfs) (ac) (C) (min) (ft) (%) (ft) (in) (n) (K) (ft)
1 End 84.0 -53.4 Hdwl 19.06 0.00 0.00 0.0 144.00 0.42 144.35 24 Cir 0.013 1.00 0.00 FES15 TO FES16
Project File: FES15 TO FES16.stm Number of lines: 1 Date: 01-25-2006
Hydraflow Storm Sewers 2003
Hy alit Grade Line Computations 40 0 Page 1
Line Size Q Downstream Len Upstream Check JL
coeff Minor
loss

(in)

(cfs) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sgft) Vel

(ft1s) Vel
head
(ft) EGL
elev
(ft) Sf

(%)

(ft) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sqft) Vel

(ft/s) Vei
head
(ft) EGL
elev
(ft) Sf

N Ave
Sf
(%) Enrgy
loss
(ft)

(K)

(ft)
1 24 19.06 144.00 146.00 2.00 3.14 6.07 0.57 146.57 0.710 84.0 144.35 146.60 2.00 3.14 6.07 0.57 147.17 0.710 0.710 0.597 1.00 0.57
Project File: FES15 TO FES16.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: ' Normal depth assumed., " Critical depth assumed.
Hydraflow Storm Sewers 2003
St i Sewer Profile Proj. file: FE `FES18.stm
Elev. (ft)
Hydraflow Storm Sewers 2003
Hyd* tow Plan View
• s
Outfall
Project file: FES17 TO FES18.stm I No. Lines: 1 01-25-2006 1
Hydraflow Storm Sewers 2003
Sto i Sewer Inventory Report 9
0 Page 1
Line Alignment Flow Data Physical Data Line ID

No.
Dnstr
Line
Defl
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J-loss
Inlet/
line length angle type a area coeff time El Dn slope El Up size type value coeff Rim El
No. (ft) (deg) (cfs) (ac) (C) (min) (ft) M (ft) (in) (n) (K) (ft)
1 End 60.0 -148.3 Hdwl 10.44 0.00 0.00 0.0 141.75 0.42 142.00 18 Cir 0.013 1.00 0.00 FES17 TO FES18
Project File: FES17 TO FES18.stm Number of lines: 1 Date: 01-25-2006
Hydraflow Storm Sewers 2003
? 11
v
r?
Storm Sewer Summary Report
Page 1
Line Lino ID Flow Line Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 FES17 TO FES18 10.44 18 c 60.0 141.75 142.00 0.417 143.25' 143.84' 0.54
End
Project File: FES17 TO FES18.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; *Indicates surcharge condition.
Hydraflow Storm Sewer 2003
Hyc* ilic Grade Line Computations 0
0 Page 1
Line Size Q Downstream Len Upstream Check JL
coeff Minor
loss

(in)

(cfs) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sgft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

(%)

(ft) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(s9ft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

(%) Ave
Sf
M Enrgy
loss
(ft)

(K)

(ft)
1 18 10.44 141.75 143.25 1.50 1.77 5.91 0.54 143.79 0.989 60.0 142.00 143.84 1.50 1.77 5.91 0.54 144.39 0.988 0.989 0.593 1.00 0.54
Project File: FES17 TO FES18.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: ' Normal depth assumed., " Critical depth assumed.
Hydraflow Storm Sewers 2003
St i Sewer Profile Pro;. file: FE FES20.stm
Elev. (ft)
138.00
135.00
132.00
129.00
126.00
123.00
FES19 TO FES20
Rim: 132.92 (ft)
Hydraflow Storm Sewers 2003
0 10 20 30 40 50 60 70 80 90 100
Reach (ft)
HYd vow Plan !View
oucfall
Project file: FES19 TO FES20.stm No. Lines: 1 01-25-2006
Hydraflow Storm Sewers 2003
StA9 .Sewer Inventory Report •
® Page 1
Line Alignment Flow Data Physical Data Line ID

No.
Dnstr Line Defl Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss Inlet/
line
No. length
(ft) angle
(deg) type Q
(cfs) area
(ac) coeff
(C) time
(min) El Dn
(ft) slope
M El Up
(ft) size
(in) type value
(n) coeff
(K) Rim El
(ft)
1 End 84.0 -14.9 Hdwl 43.34 0.00 0.00 0.0 125.50 0.50 125.92 36 Cir 0.013 1.00 0.00 FES19 TO FES20
Project File: FES19 TO FES20.stm Number of lines: 1 Date: 01-25-2006
Hydraflow Storm Sewers 2003
11
r
?J
[.1
Storm Sewer Summary Report
Page 1
Line Line ID Flow Line Line Invert Invert Lino HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 FES19 TO FES20 43.34 36 c 84.0 125.50 125.92 0.500 127.77 128.19 0.89
End
Project File: FES19 TO FES20.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; ' Indicates surcharge condition.
Hydraflow Storm Sewers 2003
Hyc* Aic Grade Line Computations 0
Page 1
Line Size Q Downstream Len Upstream Check JL
coeff Minor
loss

(in)

(cfs) invert
e Depth

(ft) Area

(sgff) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

(%)

(n) Invert
elev
(ft) HGL
elev
(n) Depth

(ft) Area

(Sgft) Vel

(WS) Vel
head
(ft) EGL
elev
(ft) Sf

(%) Ave
Sf
(%) Enrgy
loss
(h)

(K)

(ft)
1 36 43.34 125.50 127.77 2.27 5.74 7.55 0.89 128.66 0.497 84.0 125.92 128.19 2.27 5.73 7.57 0.89 129.08 0.500 0.499 0.419 1.00 0.89
Project File: FES19 TO FES20.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: ' Normal depth assumed., " Critical depth assumed.
Hydraflow Storm Sewers 2003

AZeA 7PZA t d c d & Z RS l X( = ZI -q7 ?C
Z?.ct7 AC k 0 e--'116c-in
"7q '7Sl C
CL
w c o Z `iz ?, o z c rZ Or c- F o. o a t-( 44,
T (n
= a .cQ C o. oa?? Z ( aZ.Z)C?)
o c
z w Cr 5
w -7
37 r s??
LU 1731
5
ul - ZS°o cam{
cT1
L{S . Z t{o zs
Z.or >-1-rs
El
Reservoir Report
Page 1
Hydraflow Hydrographs by Intelisolve
Reservoir No. 1 - Basin
Pond Data
k
i
b
d
d
t
P
e end area method used
Avera
ntour areas
on
no
orage
s
ase
on
s .
wn co g .
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (tuft) Total storage (cuff)
0.00 138.00 5,560 0 0
2.00 140.00 9,204 14,764 14,764
4.00 142.00 13,100 22,304 37,068
6.00 144.00 17,703 30,803 67,871
8.00 146.00 22,342 40,045 107,916
10.00 148.00 27,665 50,007 157,923
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 2.5 18.0 0.0 0.0 Crest Len ft = 10.00 0.00 0.00 0.00
Span in = 2.5 18.0 0.0 0.0 Crest El. ft = 147.50 0.00 0.00 0.00
No. Barrels = 1 1 0 0 Weir Coeff. = 2.60 0.00 0.00 0.00
Invert El. ft = 142.70 146.50 0.00 0.00 Weir Type = Broad - - ---
Length ft = 1.0 1.0 0.0 0.0 Multi-Stage = No No No No
Slope % = 0.50 0.50 0.00 0.00
N-Value = .013 .013 .000 .000
Orif. Coeff. = 0.60 0.60 0.00 0.00
Multi-Stage = n/a No No No Exfiltration Rate = 0.00 in/hr/sqft Taiiwater Elev. = 0.00 It
Note: All outflows have been analyzed under inlet and outlet control.
Stage / Storage / Discharge Table
Stage Storage Elevation Civ A Civ B CIv C Civ D Wr A Wr B Wr C Wr D Exfil Total
®
ft tuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 138.00 0.00 0.00 - - 0.00 - - - - 0.00
2.00 14,764 140.00 0.00 0.00 - - 0.00 - - - - 0.00
4.00 37,068 142.00 0.00 0.00 - - 0.00 - - - - 0.00
6.00 67,871 144.00 0.18 0.00 - - 0.00 - - - - 0.18
8.00 107,916 146.00 0.29 0.00 - - 0.00 - - - - 0.29
10.00 157,923 148.00 0.37 0.81 - - 9.19 - - - - 10.38
?_ I
Hydrograph Return Period Recap
Page 1
1. Hydrograph Inflow Peak Outflow (cfs) Hydrograph
tion
c
i
d
40 type
(origin) Hyd(s) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr r
p
es
1
2 Rational
Reservoir -
1 0.00
0.00 53.11
0.19 --
- 71.41
0.22 82.40
0.23 - 99.86
0.25 Inflow
Outflow
Proj. file: Basin Cales.gpw Run date: 01-25-2006
Hydraflow Hydrographs by inteUsonre
Hydrograph Summary Report
Page 1
1. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Volume

(tuft) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(tuft) Hydrograph
description
1 Rational 53.11 1 5 23,898 - ------ Inflow
2
7 Reservoir 0.19 1 15 13,135 1 144.11 70,104 outflow
proj. file: Basin Calcs.gpw Return Period: 2 yr Run date: 01-25-2006
Hydraflow Hydrographs by Intelisolve
Hydrograph Report
Page 1
HydraFlow Hydrographs by Intelisolve
Hyd. No. 1
Inflow
Hydrograph type
Storm frequency
Drainage area
Intensity
IDF Curve
= Rational
= 2 yrs
= 21.2 ac
= 5.219 in/hr
= Sample.IDF
Peak discharge = 53.11 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 5 min
Asc/Rec limb fact = 1/2
Hydrograph Volume = 23,898 tuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 10.62
0.03 21.24
0.05 31.86
0.07 42.48
0.08 53.11 <<
0.10 47.80
0.12 42.48
0.13 37.17
0.15 31.86
0.17 26.55
0.18 21.24
0.20 15.93
0.22 10.62
0.23 5.31
.End
E
Hydrograph Report
Page 1
4P Hyd. No. 2
Outflow
Hydraflow Hydrographs by Intelisolve
Hydrograph type = Reservoir Peak discharge = 0.19 cfs
Storm frequency = 2 yrs Time interval = 1 min
Inflow hyd. No. = 1 Reservoir name = Basin
Max. Elevation = 144.11 ft Max. Storage = 70,104 cult
Storage Indication method used. Outflow hydrograph volume = 13,135 cult
Hydrograph Discharge T able
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.03 21.24 142.68 0.00 ----- ---- ----- ----- ----- ---- ---- ----- 0.00
0.05 31.86 142.79 0.01 ---- ---- --- ---- ---- ----- --- ---- 0.01
0.07 42.48 142.93 0.04 ----- ----- ----- ----- ---- ----- ---- ----- 0.04
0.08 53.11 < < 143.12 0.09 -- --- ----- ----- ----- ----- ----- ----- 0.09
0.10 47.80 143.31 0.12 ---- --- ----- ----- ----- ----- ----- ---- 0.12
0.12 42.48 143.49 0.14 ---- ----- ---- ----- ----- ---- ----- ---- 0.14
0.13 37.17 143.64 0.15 ---- ----- ----- ----- ---- ----- ----- ----- 0.15
0.15 31.86 143.78 0.16 --- ----- ----- ----- ----- ----- ----- ---- 0.16
0.17 26.55 143.89 0.17 --- ---- --- ----- ----- ---- ----- --- 0.17
0.18 21.24 143.98 0.18 ---- ---- ----- ----- ----- ----- ----- ----- 0.18
0.20 15.93 144.04 0.18 ----- --- ----- ----- ---- ---- ----- ---- 0.18
® 0.22 10.62 144.08 0.19 ---- ----- ----- ----- ----- ----- ----- ----- 0.19
0.23 5.31 144.10 0.19 -- ---- ----- ----- ---- ----- ---- ---- 0.19
0.25 0.00 144.11 < < 0.19 ---- ---- --- ---- ----- ----- ----- ----- 0.19 <<
0.27 0.00 144.11 0.19 ---- --- --- -- --- ---- ---- --- 0.19
0.28 0.00 144.11 0.19 ----- ----- ---- ----- --- ----- ---- ----- 0.19
0.30 0.00 144.11 0.19 0.19
0.32 0.00 144.11 0.19 ---- ---- ----- ----- ----- ----- ----- ---- 0.19
0.33 0.00 144.11 0.19 ----- ---- ----- ---- ----- ----- ----- 0.19
0.35 0.00 144.11 0.19 _____ _____ _____ _-_ 0.19
0.37 0.00 144.11 0.19 ----- ----- ----- ---- ----- ----- ----- ---- 0.19
0.38 0.00 144.11 0.19 --__ ____ ____ ----- ____ _____ 0.19
0.40 0.00 144.11 0.19 ----- ---- ----- ----- ---- ----- ----- --- 0.19
0.42 0.00 144.11 0.19 --- --- ---- --- ----- ---- ----- ----- 0.19
0.43 0.00 144.11 0.19 -- ----- ----- ----- ----- ---- ----- ---- 0.19
0.45 0.00 144.10 0.19 ----- ----- ---- ----- ---- ----- ----- ---- 0.19
0.47 0.00 144.10 0.19 --- -- - _____ ____ _____ ----- 0.19
0.48 0.00 144.10 0.19 ----- ----- ----- ----- ----- ----- 0.19
0.50 0.00 144.10 0.19 ----- _-_ 0.19
0.52 0.00 144.10 0.19 ----- ----- ----- ----- ----- ----- ----- ---- 0.19
0.53 0.00 144.10 0.19 ---- ----- ---- ---- ----- ---- 0.19
0.55 0.00 144.10 0.19 ----- -- ----- ---- ---- ----- ----- ----- 0.19
0.57 0.00 144.10 0.19 ---- -- --- ----- ----- ----- ----- ----- 0.19
0.58 0.00 144.10 0.19 0.19
0.60 0.00 144.10 0.19 ----- 0.19
0.62 0.00 144.10 0.19 _____ _w_ 0.19
0.63 0.00 144.10 0.19 ----- ----- ----- ----- ----- ----- ----- ---- 0.19
® 0.65 0.00 144.10 0.19 -___ _____ _____ _____ _____ 0.19
Continues on next page...
Outflow Page 29
Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Civ C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.62 0.00 143.31 0.12 ---- ----- ---- ----- ----- ---- ----- ----- 0.12
23.63 0.00 143.31 0.12 _____ _____ 0.12
23.65 0.00 143.31 0.12 --- - -___ _____ _____ _____ _____ 0.12
23.67 0.00 143.31 0.12 ----- ----- ---- ---- ----- ----- ---- ----- 0.12
23.68 0.00 143.31 0.12 ----- ---- ---- ----- --- ----- ----- ----- 0.12
23.70 0.00 143.31 0.12 ---- ----- ----- ----- ----- ----- ----- ----- 0.12
23.72 0.00 143.31 0.12 ----- ----- ----- ---- ---- ----- ----- ----- 0.12
23.73 0.00 143.31 0.12 ---- ----- ----- ---- ----- ----- ----- ----- 0.12
23.75 0.00 143.31 0.12 --- ----- ----- ----- ----- ----- ----- ----- 0.12
23.77 0.00 143.31 0.12 ----- --- ----- ----- ---- ---- ----- ----- 0.12
23.78 0.00 143.30 0.12 ----- ---- --- ---- ----- ----- ----- ---- 0.12
23.80 0.00 143.30 0.12 ----- ---- ---- ---- ----- ---- ---- ----- 0.12
23.82 0.00 143.30 0.12 ---- --- ---- ---- ----- ----- ----- ----- 0.12
23.83 0.00 143.30 0.12 ----- ----- ---- ----- ----- ----- ----- ----- 0.12
23.85 0.00 143.30 0.12 --- ---- ----- ----- ----- ----- --- ----- 0.12
23.87 0.00 143.30 0.12 _-_
----- ----- ----- ----- -----
0.12
23.88 0.00 143.30 0.12 ---- ---- ----- ----- ----- ----- ----- ----- 0.12
23.90 0.00 143.30 0.12 0.12
23.92 0.00 143.30 0.12 ----- ----- ----- ----- ----- ----- ----- ----- 0.12
23.93 0.00 143.30 0.12 ---- --- ----- ---- ----- ----- ----- ----- 0.12
23.95 0.00 143.30 0.12 ---- ----- ---- ----- ----- ----- ----- ----- 0.12
23.97 0.00 143.30 0.11 ----- ----- ---- ----- ----- ----- ----- ----- 0.11
23.98 0.00 143.30 0.11 ----- --- ---- --- ----- ----- ----- ----- 0.11
24.00 0.00 143.30 0.11 ----- ----- ----- ----- ----- ----- ----- ----- 0.11
... End

Hydrograph Summary Report
Page 1
'd. Hydrograph
typo
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Volume

(tuft) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(cult) Hydrograph
description
1 Rational 71.41 1 5 32,137 - - Inflow
2

7 Reservoir 0.22 1 15 15,945 1 144.52 78,324 Outflow
I
i
proj. file: Basin Calcs.gpw Return Period: 10 yr Run date: 01-25-2006
Hydraflow Hydrographs by Intelisolve
Hydrograph Report
Page 1
Hydraflow Hydrographs by Intelisolve
Hyd. No. 1
Inflow
Hydrograph type
Storm frequency
Drainage area
Intensity
OF Curve
= Rational
= 10 yrs
= 21.2 ac
= 7.018 in/hr
= Sample.IDF
Peak discharge = 71.41 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 5 min
Asc/Rec limb fact = 1/2
Hydrograph Volume = 32,137 cult
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 14.28
0.03 28.57
0.05 42.85
0.07 57.13
0.08 71.41 <<
0.10 64.27
0.12 57.13
0.13 49.99
0.15
0.17 42.85
35.71
0.18 28.57
0.20 21.42
0.22 14.28
0.23 7.14
End
Hydrograph Report
Page 1
Hydraflow Hydrographs by Intelisolve
Hyd. No. 2
Outflow
Hydrograph type = Reservoir
Storm frequency = 10 yrs
Inflow hyd. No. = 1
Max. Elevation = 144.52 ft
Peak discharge
Time interval
Reservoir name
Max. Storage
= 0.22 cfs
= 1 min
= Basin
= 78,324 cult
Storage Indication method used. Outflow hydrograph volume = 15,945 cult
Hydrograph D ischarge T able
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.03 28.57 142.71 0.00 ----- --- ----- ----- ----- ----- ----- ---- 0.00
0.05 42.85 142.85 0.02 ---- ---- ---- ----- ----- ----- ----- ---- 0.02
0.07 57.13 143.04 0.07 -----
-----
----- ----- ----- --- 0.07
0.08 71.41 << 143.29 0.11 ---- ----- ---- ----- ----- ----- ----- ---- 0.11
0.10 64.27 143.56 0.14
-----
--- ----- ----
----- ----- ---- ----- 0.14
0.12 57.13 143.79 0.16 ----- ---- ----- ----- ----- ----- ---- ---- 0.16
0.13 49.99 144.00 0.18 ----- ----- ----- ----- ----- ----- ---- ----- 0.18
0.15 42.85 144.14 0.19 -- ---- ----- ----- ---- ----- -- ---- 0.19
0.17 35.71 144.26 0.20 ----- ----- --- ----- ----- ---- ----- ----- 0.20
0.18 28.57 144.35 0.20 ----- ----- ---- ----- ----- ----- -- -- ----- 0.20
0.20 21.42 144.43 0.21 ---- ---- ----- ----- ----- ----- ----- ----- 0.21
0.22 14.28 144.48 0.21 ----- ----- --- ----- ----- ----- ----- ----- 0.21
0.23 7.14 144.51 0.21 ----- ----- ---- ---- ----- ----- ----- ----- 0.21
0.25 0.00 144.52 << 0.22 ---- ---- --- ---- ----- ----- ----- ----- 0.22 <<
0.27 0.00 144.52 0.21 --- -- ----- ----- ---- ---- ----- ----- 0.21
0.28 0.00 144.52 0.21 --- ----- ----- ---- ---- --- ----- ----- 0.21
0.30 0.00 144.52 0.21 ----- ---- ----- ---- ---- ----- ---- ----- 0.21
0.32 0.00 144.52 0.21 ---- ----- ---- ---- ----- ----- ---- ----- 0.21
0.33 0.00 144.52 0.21 ----- ----- ----- ---- ----- ----- ----- ----- 0.21
0.35 0.00 144.52 0.21 _____ 0.21
0.37 0.00 144.52 0.21 --- ----- ----- ----- ----- ----- ---- ----- 0.21
0.38 0.00 144.52 0.21 --- ---- ----- ----- ---- ----- ----- ----- 0.21
0.40 0.00 144.52 0.21
-----
---- ----- -----
----- ----- ---- ----- 0.21
0.42 0.00 144.52 0.21 ---- ---- ----- ----- ---- ----- ----- ---- 0.21
0.43 0.00 144.52 0.21 ---- ---- ----- ----- ----- ----- ----- ---- 0.21
0.45 0.00 144.51 0.21 ----- ----- ----- ----- ----- ----- ----- ----- 0.21
0.47 0.00 144.51 0.21 ----- ----- ----- ----- ---- ----- ---- ----- 0.21
0.48 0.00 144.51 0.21 ----- --- ---- ----- ---- ---- --- ----- 0.21
0.50 0.00 144.51 0.21 ----- ----- ----- ----- ---- ----- ---- ----- 0.21
0.52 0.00 144.51 0.21 0.21
0.53 0.00 144.51 0.21 ----- ----- ----- ----- ----- ----- ----- ----- 0.21
0.55 0.00 144.51 0.21 --- ----- ---- ----- ----- ----- ----- ----- 0.21
0.57 0.00 144.51 0.21
-----
----- ----- -----
----- ----- ----- ----- 0.21
0.58 0.00 144.51 0.21 ----- ----- ---- ----- ----- ---- ----- ----- 0.21
0.60 0.00 144.51 0.21 ---- ---- ---- ----- ----- ----- ----- ----- 0.21
0.62 0.00 144.51 0.21 ----- --- ----- ----- ----- ---- ----- ----- 0.21
0.63 0.00 144.51 0.21 ---- ----- ---- ----- ----- ---- ---- ----- 0.21
0.65 0.00 144.51 0.21 ---- ----- ---- ---- ---- ----- ----- ----- 0.21
Continues on next page...
Outflow Page 29
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.62 0.00 143.67 0.15 ----- ----- ---- ----- ---- ----- ---- ----- 0.15
23.63 0.00 143.66 0.15 ----- --- ---- ---- ----- ---- -- 0.15
23.65 0.00 143.66 0.15 ----- ----- ----- ---- ---- ----- ----- -- 0.15
23.67 0.00 143.66 0.15 ---- ----- ----- ----- ----- ----- 0.15
23.68 0.00 143.66 0.15 ----- ----- ----- ----- ----- ----- ----- ----- 0.15
23.70 0.00 143.66 0.15 ----- ---- ----- ----- ----- ----- ----- ---- 0.15
23.72 0.00 143.66 0.15 ----- ---- ---- ----- ----- ----- ----- ----- 0.15
23.73 0.00 143.66 0.15 ----- ----- ----- ----- ----- ----- ----- ----- 0.15
23.75 0.00 143.66 0.15 ----- ----- ---- ---- ----- ----- ----- ----- 0.15
23.77 0.00 143.66 0.15 ----- ----- ----- ----- ----- ---- ----- ----- 0.15
23.78 0.00 143.66 0.15 ----- ----- --- ---- ----- ---- ----- ----- 0.15
23.80 0.00 143.66 0.15 ----- ----- ---- ----- ---- ----- ----- ----- 0.15
23.82 0.00 143.66 0.15 ----- ----- ---- ----- ----- ----- ----- ----- 0.15
23.83 0.00 143.66 0.15 ---- ----- ----- ----- ----- ---- ----- --- 0.15
23.85 0.00 143.66 0.15 ----- ---- ---- ----- ----- ----- ----- ----- 0.15
23.87 0.00 143.66 0.15 _____ _____ 0.15
23.88 0.00 143.66 0.15 ----- ----- ----- ----- ---- ----- ----- ----- 0.15
23.90 0.00 143.66 0.15 ----- ----- ----- ----- ----- --- ----- ----- 0.15
23.92 0.00 143.65 0.15 0.15
23.93 0.00 143.65 0.15 ----- ---- --- ----- ----- ----- ----- ----- 0.15
23.95 0.00 143.65 0.15 ---- --- --- ----- ----- ----- ----- ----- 0.15
23.97 0.00 143.65 0.15 ----- ----- --- ----- ----- ----- ----- ----- 0.15
23.98 0.00 143.65 0.15 ---- ---- -- -- ----- ----- ----- ----- ----- 0.15
24.00 0.00 143.65 0.15 _____ _____ _____ _-__ 0.15
... End
Hydrograph Summary Report
Page 1
d.
?. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Volume

(cult) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(tuft) Hydrograph
description
1 Rational 82.40 1 5 37,081 - Inflow
2 Reservoir 0.23 1 15 17,328 1 144.77 83,257 Outflow
I
0
Proj. file: Basin Calcs.gpw Return Period: 25 yr Run date: 01-25-2006
Hydraflow Hydrographs by Intelisolve
Hydrograph Report
Page 1
Hydraflow Hydrographs by Intelisolve

Hyd. No. 1
Inflow
Hydrograph type
Storm frequency
Drainage area
Intensity
IDF Curve
= Rational
= 25 yrs
= 21.2 ac
= 8.098 in/hr
= Sample.IDF
Peak discharge = 82.40 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 5 min
Asc/Rec limb fact = 112
Hydrograph Volume = 37,081 cult
C
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 16.48
0.03 32.96
0.05 49.44
0.07 65.92
0.08 82.40 <<
0.10 74.16
0.12 65.92
0.13 57.68
0.15 49.44
0.17 41.20
0.18 32.96
0.20 24.72
0.22 16.48
0.23 8.24
... End
E.
Hydrograph Report
Page 1
Hyd. No. 2
Outflow
Hydraflow Hydrographs by Intelisolve
Hydrograph type = Reservoir Peak discharge = 0.23 cfs
Storm frequency = 25 yrs Time interval = 1 min
Inflow hyd. No. = 1 Reservoir name = Basin
Max. Elevation = 144.77 ft Max. Storage = 83,257 cult
Storage Indication method used. Outflow hydrograph volume = 17,328 tuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.03 32.96 142.73 0.00 ----- --- ----- 0.00
0.05 49.44 142.89 0.03 ----- ---- ----- ----- ---- ----- ----- ----- 0.03
0.07 65.92 143.11 0.09 ----- ---- -- ---- -- ---- --- --- 0.09
0.08 82.40 << 143.40 0.13 ---- ----- ----- ---- ---- ----- ----- ---- 0.13
0.10 74.16 143.71 0.16 ---- ---- ----- ----- ---- ----- ----- ----- 0.16
0.12 65.92 143.98 0.18 ----- ----- ---- ----- ----- ----- ----- ----- 0.18
0.13 57.68 144.17 0.19 ----- ----- ----- ---- ----- ----- ----- ----- 0.19
0.15 49.44 144.33 0.20 0.20
0.17 41.20 144.46 0.21 ----- -- -- ----- ----- ----- --- ----- ----- 0.21
0.18 32.96 144.57 0.22 ---- ---- ----- ----- --- ---- ----- ----- 0.22
0.20 24.72 144.66 0.22 ---- ---- ----- ----- ----- ----- ---- ----- 0.22
0.22 16.48 144.72 0.23 ----- ----- ----- ----- ----- ----- ----- ----- 0.23
0.23 8.24 144.76 0.23 ----- ---- ----- ----- ----- -- ---- ----- 0.23
0.25 0.00 144.77 << 0.23 ----- ---- ----- ---- ----- --- ----- ----- 0.23 <<
0.27 0.00 144.77 0.23 ---- ----- --- --- ---- ---- --- ---- 0.23
0.28 0.00 144.77 0.23 ----- ---- ----- ----- ---- --- --- ---- 0.23
0.30 0.00 144.77 0.23 ----- ---- ----- ----- ----- ---- ----- ----- 0.23
0.32 0.00 144.77 0.23 ---- ---- ----- ---- ---- ---- ---- ---- 0.23
0.33 0.00 144.77 0.23 ----- ----- ----- ----- ----- ----- ----- ----- 0.23
0.35 0.00 144.76 0.23 ----- --- -- --- ----- ---- ----- ---- 0.23
0.37 0.00 144.76 0.23 ----- ----- ----- ----- ----- ----- ---- ----- 0.23
0.38 0.00 144.76 0.23 ---- ----- ----- ----- ----- ----- ---- ----- 0.23
0.40 0.00 144.76 0.23 ---- ---- ---- ----- ----- -- -- ----- ---- 0.23
0.42 0.00 144.76 0.23 ---- ----- ---- ----- ----- ---- ---- ----- 0.23
0.43 0.00 144.76 0.23 ----- ----- ----- ----- ----- --- ----- ----- 0.23
0.45 0.00 144.76 0.23 ----- ---- ----- ----- ----- ---- ----- ----- 0.23
0.47 0.00 144.76 0.23 ----- ----- -- - ----- ----- ---- ----- ----- 0.23
0.48 0.00 144.76 0.23 ----- ---- --- ----- ----- --- ---- ----- 0.23
0.50 0.00 144.76 0.23 ---- ----- ----- ----- ----- ----- ----- ----- 0.23
0.52 0.00 144.76 0.23
----- ----- 0.23
---- ---- -----
0.53 0.00 144.76 0.23 ---- ----- ----- ----- ----- ---- ----- ----- 0.23
0.55 0.00 144.76 0.23
---- ----- ----- ----- ---- ----- 0.23
---- -----
0.57 0.00 144.76 0.23 ---- ----- ---- ---- ---- ----- ---- ----- 0.23
0.58 0.00 144.75 0.23 ----- ----- --- ----- ----- ----- --- ----- 0.23
0.60 0.00 144.75 0.23 _____ _____ -___ ----- 0.23
0.62 0.00 144.75 0.23 ----- ---- ---- ----- ---- ----- ----- ---- 0.23
0.63 0.00 144.75 0.23 ---- ---- ----- ----- ---- ---- ---- ----- 0.23
0.65 0.00 144.75 0.23 ---- ----- ---- ----- ----- ---- ---- ----- 0.23
Continues on next page...
Outflow Page 29
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.62 0.00 143.90 0.17 ---- ----- 0.17
23.63 0.00 143.90 0.17 --- ---- ---- ----- --- ----- ----- ----- 0.17
23.65 0.00 143.90 0.17 -- ----- ----- ----- ----- --- 0.17
23.67 0.00 143.90 0.17 --- ---- ----- ----- ----- ----- ----- ----- 0.17
23.68 0.00 143.90 0.17 ----- ----- ----- ----- ----- ----- ---- ----- 0.17
23.70 0.00 143.89 0.17 --- ---- ----- ----- ----- ---- ----- ----- 0.17
23.72 0.00 143.89 0.17 ----- ----- ---- ----- ----- ----- ----- ----- 0.17
23.73 0.00 143.89 0.17 --- ---- ----- ----- ---- ----- ----- ----- 0.17
23.75 0.00 143.89 0.17 ----- ----- ----- ----- ----- ---- ----- ----- 0.17
23.77 0.00 143.89 0.17 ---- ---- ---- ---- ---- ---- ----- ---- 0.17
23.78 0.00 143.89 0.17 ---- ----- ----- ----- ----- ---- ----- ----- 0.17
23.80 0.00 143.89 0.17 ----- ----- ----- ----- ----- ----- ----- ----- 0.17
23.82 0.00 143.89 0.17 --- ----- - ----- ----- ----- ----- ----- 0.17
23.83 0.00 143.89 0.17 --- ----- ---- ----- ----- ----- ---- ----- 0.17
23.85 0.00 143.89 0.17 --- ---- --- ----- ----- ----- ----- ----- 0.17
23.87 0.00 143.89 0.17 --- ---- --- ----- ----- ----- ----- ----- 0.17
23.88 0.00 143.89 0.17 ----- --- --- ----- ----- ----- ----- ----- 0.17
23.90 0.00 143.89 0.17 --- ----- ---- ----- ----- ---- ----- ----- 0.17
23.92 0.00 143.89 0.17 ---- ----- --- ----- ----- ----- ----- ----- 0.17
23.93 0.00 143.89 0.17 --- ---- --- ---- ----- --- ---- ---- 0.17
23.95 0.00 143.88 0.17 -- --- - ---- ----- ---- --- ---- 0.17
23.97 0.00 143.88 0.17 ---- ---- ----- ----- ----- ---- ----- ----- 0.17
23.98 0.00 143.88 0.17 ----- ----- ---- ----- ----- ----- ---- ---- 0.17
24.00 0.00 143.88 0.17 --- ----- ----- ---- ----- ----- ----- ----- 0.17
...End
11
Hydrograph Summary Report
Page 1
d. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Volume

(tuft) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(tuft) Hydrograph
description
1 Rational 99.86 1 5 44,936 - -- Inflow
2

7 Reservoir 0.25 1 15 19,227 1 145.16 91,099 Outflow
I
i
i
proj. file: Basin Calcs.gpw Return Period: 100 yr Run date: 01-25-2006
Hydraflow Hydrographs by Intelisolve
Hydrograph Report
Hyd. No. 1
Inflow
Ell
Page 1
HydraFlow Hydrographs by Intelisolve
Hydrograph type = Rational Peak discharge = 99.86 cfs
Storm frequency = 100 yrs Time interval = 1 min
Drainage area = 21.2 ac Runoff coeff. = 0.48
Intensity = 9.813 in/hr Time of conc. (Tc) = 5 min
IDF Curve = Sample.IDF Asc/Rec limb fact = 1/2
Hydrograph Volume = 44,936 cuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 19.97
0.03 39.94
0.05 59.92
0.07 79.89
0.08 99.86 <<
0.10 89.87
0.12 79.89
0.13 69.90
0.15 59.92
0.17 49.93
0.18 39.94
0.20 29.96
0.22 19.97
0.23 9.99
..End
C7
Hydrograph Report
Pago 1
Hyd. No. 2
Outflow
Hydraflow Hydrographs by Intelisolve
Hydrograph type = Reservoir Peak discharge = 0.25 cfs
Storm frequency = 100 yrs Time interval = 1 min
Inflow hyd. No. = 1 Reservoir name = Basin
Max. Elevation = 145.16 ft Max. Storage = 91,099 cult
Storage Indication method used. Outflow hydrograph volume = 19,227 cult
Hydrograph D ischarge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.03 39.94 142.76 0.01 ----- ---- ----- ---- ----- ---- ----- ---- 0.01
0.05 59.92 142.95 0.05 ---- ----- ----- ----- ----- ----- ---- ----- 0.05
0.07 79.89 143.22 0.11 ---- ----- --- ----- ----- ----- ----- ---- 0.11
0.08 99.86 << 143.57 0.14 ----- ----- --- ----- ----- ----- ----- ---- 0.14
0.10 89.87 143.94 0.17 ----- ---- ---- --- ---- ----- ----- ---- 0.17
0.12 79.89 144.21 0.19 ----- ---- ----- ---- ----- ----- ----- ---- 0.19
0.13 69.90 144.43 0.21 --- - ---- ----- ----- ---- ---- ---- 0.21
0.15 59.92 144.63 0.22 --- ---- ----- -- ----- --- ----- ----- 0.22
0.17 49.93 144.79 0.23 ----- ----- --- ----- ----- ---- ----- ----- 0.23
0.18 39.94 144.92 0.24 ----- ----- --- ----- ---- --- ----- ----- 0.24
0.20 29.96 145.03 0.24 ----- ----- ----- ---- ----- ---- ----- --- 0.24
0.22 19.97 145.10 0.25 ----- ----- ----- ---- ----- ----- ----- ----- 0.25
0.23 9.99 145.15 0.25 ---- _____ --- --- _-__ ----- -___ ----- 0.25
0.25 0.00 145.16 << 0.25 ----- ----- ----- ---- ----- --- ----- ----- 0.25 <<
0.27 0.00 145.16 0.25 ----- ----- ----- ----- ----- --- ----- ---- 0.25
0.28 0.00 145.16 0.25 0.25
0.30 0.00 145.16 0.25 --- ---- ---- ----- ----- ---- --- ---- 0.25
0.32 0.00 145.16 0.25 ---- ---- --- ----- ----- ---- ---- ---- 0.25
0.33 0.00 145.16 0.25 ---- ----- ---- ----- ---- ----- ----- ----- 0.25
0.35 0.00 145.16 0.25 ----- ----- --- ----- ----- ----- ----- ----- 0.25
0.37 0.00 145.15 0.25 ----- ----- ----- ---- ---- ---- ----- ---- 0.25
0.38 0.00 145.15 0.25 --- ---- ----- ----- ----- ----- ---- ----- 0.25
0.40 0.00 145.15 0.25 ----- ----- ----- ----- ----- ---- ----- ----- 0.25
0.42 0.00 145.15 0.25 ---- ----- --- ---- ----- ----- ---- ---- 0.25
0.43 0.00 145.15 0.25 ---- ----- ----- ----- ----- ----- -- -- ----- 0.25
0.45 0.00 145.15 0.25 ----- ----- -- ---- ----- ---- ----- -- 0.25
0.47 0.00 145.15 0.25 --__ __-_ _____ _____ 0.25
0.48 0.00 145.15 0.25 ---- ---- ---- ----- ----- ---- ----- ---- 0.25
0.50 0.00 145.15 0.25 ---- ---- ----- ----- ---- ----- ---- ---- 0.25
0.52 0.00 145.15 0.25 0.25
0.53 0.00 145.15 0.25 ----- ----- ---- ----- ----- ----- ----- ----- 0.25
0.55 0.00 145.15 0.25 ---- ---- ---- ---- ----- ----- ----- ---- 0.25
0.57 0.00 145.15 0.25 ----- ---- ---- ---- --- ---- ----- ---- 0.25
0.58 0.00 145.15 0.25 ----- ----- ---- ---- ----- ---- ----- ---- 0.25
0.60 0.00 145.14 0.25 ---- ----- ----- 0.25
0.62 0.00 145.14 0.25 ---- ----- ----- ----- ----- ---- --- ---- 0.25
0.63 0.00 145.14 0.25 ----- ----- ----- ----- ----- ----- ---- ----- 0.25
0
65 0.00 145.14 0.25 ---- ----- ---- ----- ----- ---- --- -- 0.25
.
Continues on next page...
Outflow Page 29
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.62 0.00 144.22 0.20 ---- --- --- ---- ----- ----- ----- ----- 0.20
23.63 0.00 144.22 0.20 --- ---- ---- ---- ----- ----- ----- ----- 0.20
23.65 0.00 144.22 0.20 ----- ---- ----- ---- ----- ----- -- ---- 0.20
23.67 0.00 144.22 0.20 ----- ---- ---- ----- ----- ----- ----- ----- 0.20
23.68 0.00 144.22 0.20 ----- ----- --- ----- ----- ----- ----- ----- 0.20
23.70 0.00 144.22 0.20 ----- ---- ---- ----- ----- ----- ----- ---- 0.20
23.72 0.00 144.22 0.20 ----- ----- ----- ---- ----- ----- ---- ----- 0.20
23.73 0.00 144.22 0.20 ---- ----- ----- ----- ---- ----- ----- ----- 0.20
23.75 0.00 144.22 0.19 -- ---- ---- ----- --- ----- ----- ---- 0.19
23.77 0.00 144.22 0.19 ----- ----- ---- ----- ----- ----- ----- ----- 0.19
23.78 0.00 144.22 0.19 ----- ----- ---- ----- ----- ----- ---- ----- 0.19
23.80 0.00 144.21 0.19 ----- ----- --- ----- ---- ----- ----- ----- 0.19
23.82 0.00 144.21 0.19 ----- ----- ----- ----- ----- ----- ----- ----- 0.19
23.83 0.00 144.21 0.19 ----- ----- ---- ----- ----- ---- ----- ---- 0.19
23.85 0.00 144.21 0.19 ----- --- ---- ----- ----- ----- ----- ----- 0.19
23.87 0.00 144.21 0.19 ----- ----- ----- ----- ----- ----- ----- ----- 0.19
23.88 0.00 144.21 0.19 ---- ----- ----- ---- ----- ----- ----- ---- 0.19
23.90 0.00 144.21 0.19 ---- ----- ---- ----- ----- ----- ----- ----- 0.19
23.92 0.00 144.21 0.19 ----- ----- ---- ----- ----- ----- ----- ----- 0.19
23.93 0.00 144.21 0.19 ----- ---- ---- ----- ----- ----- --- ----- 0.19
23.95 0.00 144.21 0.19 ----- ---- ---- ----- ----- ----- ---- ---- 0.19
23.97 0.00 144.21 0.19 ----- ----- ----- ---- ---- ----- ----- ---- 0.19
23.98 0.00 144.21 0.19 ----- ----- 0.19
24.00 0.00 144.21 0.19 ----- ----- ----- ----- ----- ---- ----- ----- 0.19
... End
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DESlCrN FLOW -- O to 6NI- iNCZ WIDTH = /o f+
D EPTN = O • s f ?-
-?T
e N D W I D-rH - -9
zE?c;TN = ? o f-?-
-r?ZP, N SITI GJ?1
VCcY z;-r,?'T?? Tv O Cc ?
F
UNDI STv? ` ?F` r
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1fjINI} J;'rt
P.,.PrTTINC, ST»?LSD ?TEr? t' ,;,??6 wti {
=N ptA%E X? x X ^X ?n ; I .?
TX
x;<xY x xx ??
ti•,?IN.
(„-Vrt_ LIP (all
GFSP?r?1CCR KUQ`s?
c, ?+c TiGt?1?
CONST)<-Uc-TIGN% S25
1) F18Er-fu?SS tti1Pr7TIrQ-(:r) Li .0, tiV IDE, SHc)ULID P,7\-FUND Ca"oV6?- 7H E5 LSVE:L LIP htI
BE BV?-IeD 6" DEEP PTT -P46 Low6r- (5'L -6.
eNSsueE TTl??T -me= SQL'-E'Avc?R UP 1S L eveL- -THarnUGHOIr`T IT7 L.Ei cv-rH.
CONS-MUCT -THE LE\)EL SP?-EADEI? GN UNDISTUP-? SOIL CNoT ON FI LL).
??Ct,NST?ucT 4T?WANSITIptJ S6---n ON ;-P_rM THE DN69GIOrJ Tb $Le-T.10 SI'noQTHLY M THE
WIDTH AND tVTH GF THE SPREfIDER•
;) -7imoiEDIATEL`I, FrpTep-' CAKSTRUG"[I ? hPPgoM%F Tc1,`{ SEGD AND MVLC.H -ri4E ENTmE
DISTURcSSD AZEA O TI -n4E SPR?ADI;?.
LEVEL SP?EA-DES
11 E
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FP--oy'el OUTL-FT 35-- 3 (-P
KNOWN - ?- p c- - ? , t3 a?
Ss-
Al IIVIrA UM D I MENS10N5
DI:,Sl,rPJ FLOW = l o - Zo GAS
ENJTZ" NCB W I D711 = / ?- -F+
D EPTH = o . (.p f t
e IQ D W I D- -H 3 -?T
LENC -rH = 20 ?-?-
-r-gANSITIGT\?
VCcTi; t'?iT?"D 7Z) O Ec??t t:
D IV cis ? U N __ _ ? f?--?-^-?ou-rLt:-t Y Vv `mss ?,
IV
vv
f?1Nltt??Jr:1
?1iPr"PTjNCt STi??L?p EN'?+"sr.?E Wta't'}{ ?
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=u P E ?,% X x T X --- -7 If
o ? s1 K?C?R- 8 ue`?
N S"J1-U?.T I Gi?1 Sp g c G+ ?'Tt t? tV S
1? ?=18ET L?55 Yti1t?TTI?vCrt WIDE, SHOULD 07;T ND b"CVE3'u' THE L-VrC. LIP A1v
$E BuP-lED (?„ Di;c1? f}'T -FVE5 jzw8te OD&e,
Z? 9NSUe6 -Mi?-f -M SQP-EA0M LAP 1S LEV9L -rH9-GUGHGtrt 1T7 LENcrTH.
3) COAJSTcuc.T THE LZ\JgL SP?-EADE2 CN UNDISTUP-? SDIL CNoT ON Fl LL).
??CpNS-(1?UG-r Ar TIZAN ITIWJ Si?GTION T=RLn'1 THE p1VE2Ston1 Zb $LENO SinocrrHLj THE
WIDTH A-ND DEQTH bF THE SP1z1DE}?,
5) 2AIMG-DI TEL`{, ApT62 CDI?STRV G-n , f, p t rG1_? SAD AND MJ LcH -me- EN t a.E
PISTuRBcD AZEA Or -nog SP?ADER.
a
r
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c
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LJ 0
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Er
L?
L?]
Ul
S:^I
LFve-L ' S P R E?A-DEP--
FP_Or-1 ouTt-ET . -3Co
GrvoviN - P,-p-et' -- 0-3$ ac
GFS
Q10 Z. (.09
'IV
UNDI STO;i?
OUTLc7- \V(
>l ?---' S7r?$ILIZI-D
`?1(A!IM UM D I MEPJSIONS
DESICrIV FLDw = o -!C? Gc 5
EIvTt r?c? w D71 = /o f DEPTH - 0.5
f f
e rv D W I D-rH 3 -PT
LEi\1G?"H = lo -N-"
-Flz;;N S IT l aM
VEcBTF?'T?D 70 O (:?-PAD
D Iv Eo 5I o tN
?? 1 N 1 yY iJ7Yl
(??PrSTiNCT 5'Tf??Lc0 Et?•7'-+?r.c5 wta-r?-ti ?
=N P1A%E y,? X - - - - - - -? - - -
X _ ?tlrn.1.
t,FV5L L?P (a"t'J1W.
or:P?AjGt'K $uz`
1) FIBEp-rtu?SS V-1jftTTIlj6r, li.o' IVIDE, SHOULO GJ,TEND b"rVF9. -M E5 LSVE:L LIP Alt
6E BUPI'cD (," DEcP PTT T;45 ttwEr- 06rE,
Z? e?VSUt2E 7Tif ;--r -(H5 SQf-'-cAom w- 1S L,,r,-vEL -Nv'oUGNourr ITS L,ENCC-rH-
3) CoNS-MUUV THE LEVEL S??EADE? av UNDISTUee6D SAIL (NOT oN Fl LL).
y)Cor?S-?Uc?-r A TPA?rrjo,1 SF,-7)oN Ppu?nTHEDNE-sioN% Tb $LzNOsmooTHLY -M THE
WIDTH A•tM DEPTH bF THE SQRC-ADER.
Immam ATE`{, AFTiEq- GCfJSTR? LTt c?t.S, hQPka ? ? L`? sl?ED AND MU LcH THE EN-' I s
P16TURgSD AZEA oP -fHE SPREADER.
r
0
r
n
U
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._
?w
Eli
F-
?J
t? 1
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0
0
LFVe--L
FP-.om ?UTt_ET `?O ` 3S
KrvoW 1V • f; E -- I . TO «.c
Q I O S` ` 7 0 C--Fs
Al IAJI/A UM D I MENS10N5
i C-,stc-N FLow = o - to
DEPTH - a •S f -?
E rv D W I DTt-t 3 -r T
1,ENG-t-H = /o -?-?-
-T?Zt?,NSITI o>?
?'GCY c i; TZ?? 7-0
'f mr?
to > d
OUTLi.?-T L W ?/ ??
A?1N!?YJ?:1
(?'?a1'nNCs S'Tb?PLcD EN 7' ,?r:c? W tG'rri
?V;.? ??P (o"t'rltN. X X
GF SF • A?CufZ F? V'?-'?
,?pNS'ttUc-T1?? SP?c- r-a ?-rtt?eyS
l? t=18EP?xc-?55 rl'JH-TTIN36r, Li .0lV?Dc, SHOULD GJ,"TEND b" GVE519. -M E5 LSVF:L UP All
BE BuP-t ED (,?" DEF'? rTT TIE (xwEly- EUD&-E,
E1VSUV-E Ti-i??I- THE SPREAOM UP ISLZVBL. THV-OUGHGUT IT7 LewcrTN.
3) CDNST2uLT THE i-6\JG . SP?-EADEI? cN UNDISTUP-( SOIL. CNoT ON FI LL.).
?I SONSTl?-UGT ArTpANsI nwO SECTION r-RGn'1 THE DNEIStoral Tb $LZNO SMOOTHLI -M `rHf
WIDTH A-WD DEATH t5F THE SPizC- tDER.
EDImmaDIATEL4, kpv?q- CaKSTRt7CTIGdi3 r,QpROQR?>4T?L? SEED AND MULc-H -THE Er-j-TmE
DISTURIE!,SD AAA Or THE SPi?ADER.
LF.Ve,-L SP-2EA-DEP--
FP--om Cu-rL-ET - q I
r
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Kr?towN - P; REf? -- ? • 9? cc.G
41C? '" (p.o2. G'?S
I fAJIM U4VI DIMENSIONS =
DESIC-!V FLou\3 = U - (c>
cT5
61VJ-P= NCE? W I DTH = 10 DEPTH - o•s ft
e rv D \vV l DTH - 3 -?T
-SAN SITI oJ?1
VCcT s-r?•rG? TU o G W-OtD
? ?? ?/ 1r- STS. p t Ll Z ED
to
i - ' SLpPE
1Y
vNDI s-ru? ?
r ? Jt
1 1NIIY,uk
??1n?'T1tvC? $-j?i?L$D c??rr?cr.c? wtim}t
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r•?
%Ck'
(„VSL WP (,,??1?11N.
?NS"rl'--U?-TI?N1 ?pge_??????-r4t?eV?
1? 1=1 BE;1`'CxLx355 rti1r TrIN?, Li-O' IVIDE, SF:ouLD GX'rumD (D"Ova'g- 7NE Ls-v5L LIP
SE BuP--1!?D (??' pirct? PTT -Tva LGw,6x= ?vGE,
2) ENsuke 7fiH--r THE sQV-EAvm UP 1S1,5vEL -iN;ZDUCtHOu T I-r7 LENcrTH•
3) CoNS-reuc,r THE I-r:,\J6L SP71E-ADEVI CN UNDISTUP-? SOIL. CNOT ON FI L1-).
q)6oNSTpzuL-r ?}TP-FsNS171DN SELTIoN *- +?'1 THE P;VaKSto?1 -Tb $teND SMooTHLJ -M `"H£
W10 AtJD DEPTH GF -NE 5P2at1DER.
5? Zn??1ED1FrTGL?{, AFTiE?q- cAKSTRVC.TIc?i, bfP(-oM%gTEL`{ 50-a> AND MIJUC.H -me- EN"PME
DISTU?-ZGD AAA OF- -n4E SPFEADER.
I Area Disturbed = o . `(3 Acres
Runoff Area = '-;Acres
Q2 = C X I x A=. 3S x S.(o x. L( 3
o.gy cfs
Basin Volume Calculation:
Volume of Sediment=( o. q3 Ac.) x (1800 cf sed./year) x (1 year)
_ - -7-?q -CF
Assume Z. ( foot of basin depth, therefore area of the pit -? G 9- Square Feet
Try (wide) x ( Z-7 long) x ( 21.1 foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= 0.?,) q x 0.01 x 43560 SF/AC
(D(p SF
F7 S 7 3c-n Cc, Surface Area -
Use ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Velocity Check:
QP= 1. fq cfs; Q = CLH3?2;
H = [Q/CL]23
_ ( . l /(2.68)( )lam
o.22. feet
Velocity Check -> 0,-z7-)= 1-3o fps, OK f s kV
k
Z Area Disturbed = o . LE S Acres
Runoff Area = o.143 Acres
Q2 = C X I x A x S• c? x•
C). t q cfs
Basin Volume Calculation:
Volume of Sediment = ( 6. q 3 Ac.) x (1800 cf sed./year) x (1 year)
_ -? 7 4 cf

Assume Z. ( foot of basin depth, therefore area of the pit -? (oq Square Feet
Try ( wide) x ( 2-? long) x ( Z. ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= e). 8q x 0.01 x 43560 SF/AC
= 3&(P SF

Use ( wide) x (
";?7CQ (Q Surface Area - b(c
long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Velocity Check:
Qom- . (`'f cfs; Q = CLH32; H = [Q/CL]23
_ [ (2.68)( )]M
= C).2Z feet
Velocity Check 1. 3 o fps, OK ? SK v
3 j
Area Disturbed = o. 3-? Acres
Runoff Area = 2 . &5' Acres
Q2 = C X I x A = . 35- x s. ca x z. (oS
cfs
Basin Volume Calculation:
Volume of Sediment=( o • 3-7 Ac.) x (1800 cf sed./year) x (1 year)
_ (Q (Q (o cf
C
Assume Z. 0 foot of basin depth, therefore area of the pit ',? I _?_ Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
_ , S--. Iii x 0.01 x 43560 SF/AC
= 2_1w ( SF
Surface Area -
Use ( `L wide) x ( to -7 long) x ( Z foot deep) Sediment Basin
= 7'V7 t > 7_z_0 Surface Area - o 4,-'
Weir Design and Velocity Check:
Q?? . OS_ cfs; Q = CLHm; H = [Q/CL]23
_ [ 7.o5- / (2.68)( *8 )]213
O. feet
Velocity Check->( 7.o5 )/( g ) ( O.`f ) _ fps, OK ? Tr-?
Area Disturbed = o. Z3 Acres
Runoff Area = I. 5(p Acres
Q2=C X I xA =.;5- x5-(o x L54-
3. o G cfs
Basin Volume Calculation:
Volume of Sediment = ( a. Z3 Ac.) x (1800 cf sed./year) x (1 year)

Assume Z foot of basin depth, therefore area of the pit Z o-? Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
0 = 3. ate x 0.01 x 43560 SF/AC
7, -z
, SF
i
= Surface Area -
Use ( Z(o wide) x ( 5-z- long) x ( Z foot deep) Sediment Basin
= 13S Z 7 ( 3 3 3 Surface Area - e> ;::L
Weir Design and Velocity Check:
Q;,= 14. t S? cfs; Q = CLH32; H = [Q/CL]23
_ [ . IS- / (2.68)( 4 )]23
= O. c4 ( feet
0 Velocity Check->( 4.(S)/( G ) ( 6,94 f ) _ . to fps, OK V Sk-?
Area Disturbed = d . `-f Acres
Runoff Area = d . ?f I Acres
Q2 = C X I x A=. 35 x S?.(P x d.q f
o • 8o cfs
Basin Volume Calculation:
Volume of Sediment=( .LE Ac.) x (1800 cf sed./year) x (1 year)
_ -73 cf
Assume Z - I foot of basin depth, therefore area of the pit 3 S- Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= O.Bo x 0.01 x 43560 SF/AC
= 348 SF
Surface Area -
Use ( i 3 wide) x ( IQ long) x (Z • 1 foot deep) Sediment Basin
= 3s-f ? SS-( Surface Area - o
Weir Design and Velocity Check:
Qom- cfs; Q = CLH32; H = [Q/CL]23
_ [ . 09 / (2.68)( )Jam
= 0.2Z feet
Velocity Check -> ( ?.o )/( y ) ( b .21 ) _ t. Z-q fps, OK f :U-?
f
?Q Area Disturbed =
0.2 q Acres
Runoff Area = C). 2-`J Acres
Q2 = C X I x A=. 35- x S,(o x. Zq
o . y -7 cfs
Basin Volume Calculation:
Volume of Sediment=( O. Z Ac.) x (1800 cf sed./year) x (1 year)
= L4 3 Z cf
Assume Z. ( foot of basin depth, therefore area of the pit oCo Square Feet
Try ( I o wide) x („-( long) x ( Z, ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
0 6. _ `f -? x 0.01 x 43560 SF/AC
2,0!;- SF
= Z( o '? Zoe Surface Area - o?
Use ( wide) x ( long) x ( foot deep) Sediment Basin
= Surface Area -
Weir Desiqn and Velocity Check:
Qjd- D . (aq cfs; Q = CLHm; H = [Q/CL]213
= [ O. (n / (2.68)( )]213
(D.15' feet
Velocity Check ( 0.? )I( ) (O c? ) _ (,o fps, OK V S'Kv
Area Disturbed = . Z 7 Acres
Runoff Area = D • Z1 Acres
Q2 = C X I x A 35- x S. ?, x 01?
b . S 3 cfs
Basin Volume Calculation:
Volume of Sediment = ( n .2'? Ac.) x (1800 cf sed./year) x (1 year)
_ q'16 (P cf
CJ
Assume Z - I foot of basin depth, therefore area of the pit Z 9 1 Square Feet
Try ( 1 I wide) x ( Z ( long) x ( Z. I foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
_ . o.s x 0.01 x 43560 SF/AC
Z3 SF
= Z3 1 Z Z-91 Surface Area - a (,,-
Use ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Velocity Check:
Q1i7- b .7 Z cfs; Q = CLH32;
H = [Q/CL]2'3
=[ D . 7 Z / (2.68)( )]vs
0. 1'? feet
CQ fps, OK 4 T r-/
Velocity Check->( 6.-? Z)/( `{ ) ( D' O 7 ) = 1,0
g Area Disturbed = 0. 2-'7 Acres
Runoff Area Acres
Q2=CxIxA=.35- x57 (o.x0.2
= o.S7 cfs
Basin Volume Calculation:
Volume of Sediment=( 0.2-9 Ac.) x (1800 cf sed./year) x (1 year)
= Z- Z--
n
Assume 2. f foot of basin depth, therefore area of the pit 2-'t9 Square Feet
Try ( l ( wide) x ( 7-3 long) x ( Z. ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= ?•S7 x 0.01 x 43560 SF/AC
= Zqq SF
11
Z S 3 2-(9 Surface Area - o c?
Use ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Velocity Check:
QP= O . ? ? cfs; Q = CLH32;
H = [Q/CL]''3
(2.68)( )]213
o . 17 feet
Velocity Check->( )1( ) ( ( ) _ (3 fps, OK r S le-
0 I ;
Area Disturbed = U . q q Acres
Runoff Area = Q. 1 Acres
Q2=CxIxA=, -,?< xS4xo<R
f. Rq cfs
Basin Volume Calculation:
Volume of Sediment=( o.Rq Ac.) x (1800 cf sed./year) x (1 year)
_ ('7 S Z cf
LI
Assume Zr [_ foot of basin depth, therefore area of the pit 9'9 1 Square Feet
Try ( 2- ( wide) x (? ( long) x ( Z. foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
_ , qcl x 0.01 x 43560 SF/AC
= $q S SF
Surface Area -
Use ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Velocity Check:
Qp:;= 2-- Ca 3 cfs; Q = CLH=; H = [Q/CL]23
= [ z- (&3 / (2.68)( )]213
o feet
Velocity Check 4 ( Z(Q3)I( ) ( D . `fo )= $ fps, 0K s k
ID Area Disturbed O , (o S Acres
Runoff Area = l , So Acres
Q2=CxIXA =,35- x S•(exl.So
Z • t cfs
Basin Volume Calculation:
Volume of Sediment=( Ac.) x (1800 cf sed./year) x (1 year)
_ (('7d cf
Assume 2_ foot of basin depth, therefore area of the pit Sg S Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= Z • ti `I x 0.01 x 43560 SF/AC
= IZSI SF
Surface Area -
Use ( -Z C wide) x ( S-O long) x ( Z foot deep) Sediment Basin
= l c Z o 1 Surface Area - oK
Weir Desiqn and Velocity Check:
Qj,= 3 •'7q cfs; Q = CLH32; H = [Q/CL]23
= [ M9 / (2.68)( (a )]M
_ .3 feet
Velocity Check->( )I(mo) ( • 3 ) _ . 7 fps, OK f 7Lv
s
Area Disturbed =' 0.3g Acres
Runoff Area = D. 3 COD Acres
Q2=C X I x A =.fix <z.( nx o.3$
S- cfs
C
Basin Volume Calculation:
Volume of Sediment = ( o . Std Ac.) x (1800 cf sed./year) x (1 year)
= Ca 8 4 cf
Assume 2.1 foot of basin depth, therefore area of the pit 3Z(o Square Feet
Try ( 13 wide) x ( 2(o long) x ( 7_. I foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= . 71?- x 0.01 x 43560 SF/AC
= 32--) SF
_ ° --' 3Z-) Surface Area - e-3, L.
Use ( wide) x (
long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Velocity Check:
Qga= i . d cfs; Q = CLH3?2; H = [Q/CL]m
=[ (,01 / (2.68)( )]ate
o. 21 feet
El
Velocity Check Zo fps, OK V s k-- 0
Z- i Area Disturbed O. S Lf Acres
Runoff Area = ? . t s Acres
Q2 = C X I X A= .35- x s.(p x 3. (3
(0.13 cfs
Basin Volume Calculation:
Volume of Sediment=( O . S q Ac.) x (1800 cf sed./year) x (1 year)
_ (S(Z. cf

Assume 2 foot of basin depth, therefore area of the pit 7S4?, Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
_ . ( x 0.01 x 43560 SF/AC
= Z(P-7a S F
Surface Area -
Use ( 3-7 wide) x (,23 long) x ( Z foot deep) Sediment Basin
= Z"76 ( 7 zco-?6 Surface Area - 0(4?-
Weir Design and Velocity Check:
Qtr= S - S 7?> cfs; Q = CLH3n; H = [Q/CL]23
=[ `a-33 / (2.68)( 9 )]2'3
11
o. feet
Velocity Check ( `?- 33 )/(?_) ( ) _ (. 8 fps, OK v/ SlGV
F 3 Area Disturbed = .? s S 1 Acres
Runoff Area = o - ?? Acres
Q2=CxIxA=<<ssx x,$9
I . _?q cfs
Basin Volume Calculation:
Volume of Sediment = ( o • 89 Ac.) x (1800 cf sed./year) x (1 year)
_ I U oZ cf
Assume foot of basin depth, therefore area of the pit 7((p Square Feet
Try ( Zo wide) x ( 3? long) x ( z. ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= 1 -) `{ x 0.01 x 43560 SF/AC
= 7 5-8-- SF
-1 go > T:-?-S Surface Area - o V
Use ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Veloci Check:
Qje: , 3 cfs; Q = CLH32; H = [Q/CL]m
_ [ Z. 3 7 / (2.68)( )]213
0, Z-7 feet
0 Velocity Check->( Z -I) )/( ?_ ) ( 0,3) ) = ),C-0 fps, OK ?Tvk-v/
l `{ ' ' Area Disturbed =
o . 2 I Acres
Runoff Area = o .-2-1 Acres
Q2=C X I x A= ,3? x S.? x .21
n . ! cfs
Basin Volume Calculation:
Volume of Sediment = ( o •Z! Ac.) x (1800 cf sed./year) x (1 year)
3 cf
Assume 2-.1 foot of basin depth, therefore area of the pit 1$o Square Feet
Try (_Io wide) x ( c S long) x ( 7-.1 foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= o . of x 0.01 x 43560 SF/AC
= 1 ? `l SF
= /Qn
Use (
f Surface Area - 6
wide) x ( long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Velocity Check:
Qzo= 0. S(P cfs; Q = CLH3"2; H = [Q/CL]2/3
b - S(Q / (2.68)( `-? )]213
0' ( feet
Velocity Check->( v •51P )/() (o . ??;' ) = 1 o fps, OK?
I? Area Disturbed = O •? Acres
® Runoff Area = 3 • o'? Acres
Q2 = C X I X A =3x S. c, x.?7
_ (o b Z cfs
Basin Volume Calculation:
Volume of Sediment = d • Ac.) x (1800 cf sed./year) x (1 year)
_ I Z')S cf

Assume 2 foot of basin depth, therefore area of the pit Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
. d Z x 0.01 x 43560 SF/AC
= 2422 SF
Surface Area -
Use ( 3ce wide) x ( long) x ( Z foot deep) Sediment Basin
= Zle Z- -7 Z 4 2Z Surface Area -

Weir Design and Velocity Check:
Q?6:: cfs; Q = CLH312; H = [Q/CL]23
(2.68)( ct )]2'3
• `{`1 feet
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Thursday, March 02, 2006
Mrs. Cyndi Karoly
DWQ
2321 Crabtree Blvd.
Suite 250'' i06
Raleigh, NC 27604
iTY
REF: Waterstone Subdivision DWQ Project # 06-0229
Dear Cyndi:
The following is in reply to your memorandum dated February 24, 2006 concerning the Request
for More Information for Waterstone Subdivision.
1. Please submit a USGS topographic quad map with the project site located on it.
A USGS Topo Quad Map is enclosed.
2. Please submit a Nash County Soil Survey aerial map with the project site located on it.
A Nash County Soils Map is enclosed.
3. Please indicate all buffer impacts on the site plan. Please include the area of impacts to
Zone 1 and Zone 2 of the riparian buffer.
The Buffer Impacts are shown on sheet C-02. The area of impact for the Isabella Rd
crossing is: Zone 1- 2,880 SF, Zone 2 - 1920 SF. The area of impact for the Collen
Road impact is: Zone 1- 2,055 SF, Zone 2 - 1952 SF.
4. Please clearly designate Zone 1 and Zone 2 of the riparian buffer on your site plans.
Zone 1 and Zone 2 are shown on sheet C-02.
5. Please specify the percent of project imperviousness area based on the estimated built-out
conditions (please include building footprints, roads, driveways, sidewalks, decks, swimming
pools, gravel-covered surfaces, etc.). Please note that if you are above 24 percent
imperviousness, you must provide 100-foot buffers for the on-site streams.
The proposed build out as specified in the Sitework Calculations is estimated to be
17.2%.
J. Michael Stocks, PE
1100 Eastern Avenue
PO Box 1108
Nashville, NC 27856
252.459.8196 (voice)
252.459.8197 (fax)
252.903.6891 (mobile)
mstocks(a)stocksengineering.com
Paul D. Smith, PE
229 North Arendell Avenue
Zebulon, NC 27597
919.269.0009 (voice)
919.269.2030 (fax))
919.880.5886 (mobile)
Psmithestocksengineering.com
S ®clfs Engineering, P.A.
Dest0VLtvi.0 the F:Rture, Todau.
6. Please clearly locate the stream on the site plan.
The centerline of the stream has been darkened.
7. Please provide documentation supporting why the stream referenced in your application is
designated as an "intermittent" stream.
The stream running through the site is a perennial stream. 7 copies of the revised
application has been included for you review.
8. Please provide the Operations and Maintenance Agreement for the level spreaders.
The Level Spreader Operation and maintenance agreement is attached.
9. Please provide the site coordinates (UTM or Latitude/Longitude) as requested in section III,
No. 5 of the Pre-Construction Notification application.
Site coordinates in Latitude and Longitude have been added to the revised
applications.
10. Your three (3) black and white copies of your Pre-Construction Notification application are
missing pages 5, 6 and 7. Please be sure to include these pages with your re-submittal.
7 new applications are enclosed for you review.
11. Section X shows the "Yes" and the "No" checked. Please make this correction on your re-
submittal.
The error has been corrected.
Attached are 7 copies of the revised drawings, if you have any further comments or questions
regarding the above comments please contact our office.
Sincerely,
s7c/
G Kevin Varnell
Cc: Eric Kulz
J. Michael Stocks, PE
1100 Eastern Avenue
PO Box 1108
Nashville, NC 27856
Paul D. Smith, PE
229 North Arendell Avenue
Zebulon, NC 27597
252.459.8196 (voice)
252.459.8197 (fax)
252.903.6891 (mobile)
mstocks(cDstocksengineering.com
919.269.0009 (voice)
919.269.2030 (fax))
919.880.5886 (mobile)
psmith(@stocksengineennq.com
O?0F W ATFgpG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
March 13, 2006
i DWQ Project # 06-0229
a Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Villas At Windchase, LLC
844 Country Club Road
Rocky Mount, NC 27804
Subject Property: Waterstone Subdivision
Tar River [030302,28-(36), WSIV B, NSW CA]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On February 20, 2006, tlfe Division of Water Quality (DWQ) received your application dated January 27,
2006, to impact 0.018 acres of wetland, 96 linear feet of stream and 4,800 square feet of protected riparian
buffers to construct the proposed residential subdivision. On March 3, 2006, the DWQ received
additional information from you. However, the DWQ has determined that your application remains
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive five copies of the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and will
place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. The temporary cul-de-sac shown on Colleen Road is not allowed. Please resubmit design plans
without the temporary cul-de-sac shown on Colleen Road.
2. The level spreaders labeled" 10' X 10' level spreader" and "24' X 30' level spreader" must be
parallel to the reservoir. Please resubmit design plans showing the level spreaders labeled "10' X
10' level spreader" and "24' X 30' level spreader" parallel to the reservoir.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
401 Oversight/Express Review Permits Unit one
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 N Carolina
llfllCll??J
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o,enr,state.nc.us/ncwctlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Villas At Windchase, LLC
Page 2 of 2
March 13, 2006
Sincerely,
C di Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Stocks Engineering, P.A., P.O. Box 1108, Nashville, NC 27856
Filename: 060229WaterstoneSD(Nash)On Hold2

DWQ it 06-0229
K
Subject: DWQ # 06-0229
From: Laurie Dennison <[e-mail]>
Date: Tue, 14 Mar 2006 07:54:06 -0500
To: [e-mail], [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
060229WaterstoneSD(Nash)On_Hold2.doc Content-Type: application/msword
Content-Encoding: base64
1 of 1 3/14/2006 7:56 AM
?OF WATF9 p Michael F. Easley, Governor
`Q ?i William G. Ross Jr., Secretary
co r North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
February 24, 2006
DWQ Project # 06-0229
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Villas At Windchase, LLC
844 Country Club Road
Rocky Mount, NC 27804
Subject Property: Waterstone Subdivision
Tar River [030302, 28-(36), WSIV 13, NSW CA]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On February 20, 2006, thg Division of Water Quality (DWQ) received your application dated January 27,
2006, to impact 0.018 acres of wetland, 96 linear feet of stream and 4,800 square feet of protected riparian
buffers to construct the proposed residential subdivision. The DWQ has determined that your application
was incomplete and/or provided inaccurate information as discussed below. The DWQ will require
additional information in order to process your application to impact protected wetlands and/or streams on
the subject property. Therefore, unless we receive five copies of the additional information requested
below, we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and
will place this project on hold as incomplete until we receive this additional information. Please provide
the following information so that we may continue to review your project.
Additional Information Requested:
1. Please submit a USGS topographic quad map with the project site located on it.
2. Please submit a Nash County Soil Survey aerial map with the project site located on it.
3. Please indicate all buffer impacts on the site plan. Please include the area of impacts to Zone 1
and Zone 2 of the riparian buffer.
4. Please clearly designate Zone 1 and Zone 2 of the riparian buffer on your site plans.
5. Please specify the percent of project imperviousness area based on the estimated built-out
conditions (please include building footprints, roads, driveways, sidewalks, decks, swimming
pools, gravel-covered surfaces, etc.). Please note that if you are above 24 percent
imperviousness, you must provide 100-foot buffers for the on-site streams.
6. Please clearl locate the stream on the site plan.
7. Please provide documentation supporting why the stream referenced in your application is
designated as an "intermittent" stream.
401 Oversight/Express Review Permits Unit NoOne
rthCarolina
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 ., aturallf
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state,nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Villas At Windchase, LLC
Page 2 of 2,
February 24, 2006
8. Please provide the Operations and Maintenance Agreement for the level spreaders
9. Please provide the site coordinates (UTM or Latitude/Longitude) as requested in section III, No. 5
of the Pre-Construction Notification application.
10. Your three (3) black and white copies of your Pre-Construction Notification application are
missing pages 5, 6 and 7. Please be sure to include these pages with your re-submittal.
11. Section X shows the "Yes" and the "No" checked. Please make this correction on your re-
submittal.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time),by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
<, ,(/
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Stocks Engineering, P.A., P.O. Box 1108, Nashville, NC 27856
Filename: 060229WaterstoneSD(Nash)On_Hold
DWQ 06-0229 Waterstone Subdivision
i- 11
Subject: DWQ 06-0229 Waterstone Subdivision
From Laurie Dennison <[e-mail]>
Date: Mon, 27 Feb 2006 09:02:55 -0500
To: [e-mail], [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
II
060229WaterstoneSD(Nash)On_Hold.doe Content-Type: application/msword
Content-Encoding: base64
1 of 1 2/27/2006 9:03 AM
Des%gvi.%vi.g the Future, Todatu.
2060220
Thursday, February 16, 2006
Mrs. Cyndi Karoly
DWQ Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699
REF: Waterstone- DWQ # 06-0229
Dear Cyndi:
Enclosed is a check in the amount of $200.00 for the 401 application for Waterstone
Subdivision. I apologize for the inconvenience. Please let me know if I can be of further
assistance.
Sincerely,
Stocks Engineering, P.A.
J. Kevin Vamell
Attachments: $200 Check
FEE
roti.,tl r,
J. Michael Stocks, PE
802-B East Washington Street
PO Box 1108
Nashville, NC 27856
252.459.8196 (voice)
252.459.8197 (fax)
252.903.6891 (mobile)
Paul D. Smith, PE
229 North Arendell Avenue
Zebulon, NC 27597
919.269.0009 (voice)
919.269.2030 (fax))
919.880.5886 (mobile)
O?O? W A T?9QG
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
February 14, 2006
Nash County
DWQ # 06-0229
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Stocks Engineering, PA
Attn: Mr. Kevin Vamell
PO Box 1108
Nashville, NC 27856
Subject Property: Waterstone Subdivision
Dear Mr. Varnell:
On January 31, 2005 the Wetlands/401 Unit of the Division of Water Quality received your application on behalf of
Waterstone Subdivision/Villas @ Windchase, LLC for a 401 Water Quality Certification in Nash County, North Carolina.
Your project has been placed on hold for the following reason:
1. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins requires written concurrence and
fee for this Certification from DWQ in accordance with 15A NCAC 2B.0200. The Waterstone project is impacting
96 linear feet of intermittent stream.
2. Please note that beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a fee for
all 401 applications. The fee for applications is $200 for projects impacting less than an acre of wetland and less than
150 linear feet of streams. For projects impacting one or more acres of wetland or 150 or more feet of streams, the fee
is $475. Please make that check payable to the NC Division of Water Quality in your response.
If you have any questions, please contact Ian McMillan or me in the Central Office in Raleigh at [phone].
Sincerely,
C di Karoly
cc: David Smith, Villas @ Windchase, LLC, 844 Country Club Road, Rocky Mount NC 27804
File Copy
Central Files
06-0229 WaterstoneSD_(Nash)_Pcrmit Fee
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http:Hh2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
,+'
V45690119
RE: Project: Waterstone Subdivision
Subject: RE: Project: Waterstone Subdivision
From: "Kevin Varnell" <[e-mail]>
Date: Tue, 14 Feb 2006 10:47:14 -0500
To: "Laurie Dennison" <[e-mail]>
Our contact is David Smith. Please let me know if you need anything
else.
Sincerely,
Stocks Engineering, PA
J. Kevin Varnell
J. Kevin Varnell
-----Original Message-----
From: Laurie Dennison [mailto:[e-mail]]
Sent: Tuesday, February 14, 2006 10:25 AM
To: Kevin Varnell
Subject: Project: Waterstone Subdivision
I'm in need of an individual's name associated with Villas @ Windchase,
LLC (as permit owner/applicant) to enter the 401 Water Quality
Cerification permit application for Waterstone Subdivision into the
database. Please reply to this email with that information at your
earliest convenience.
Thank you,
Laurie Dennison
Administrative Assistant
DENR-DWQ
Wetlands/401 Unit
1 of 1 2/14/2006 10:48 AM
Project: Waterstone Subdivision
Subject: Project: Waterstone Subdivision
From: Laurie Dennison <[e-mail]>
Date: Tue, 14 Feb 2006 10:24:42 -0500
To: [e-mail]
I'm in need of an individual's name associated with Villas @ Windchase, LLC (as
permit owner/applicant) to enter the 401 Water Quality Cerification permit
application for Waterstone Subdivision into the database. Please reply to this email
with that information at your earliest convenience.
Thank you,
Laurie Dennison
Administrative Assistant
DENR-DWQ
Wetlands/401 Unit
1 of 1 2/14/2006 10:24 AM
Iowa
t14,+
2 0 0 0 0 2 2 9 \N A
v?
r
Dwa_
Pre-Construction Notifcation'(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.army.miI/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 http://www.saw.usace.army.miI/wetlands/regtour.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.ne.us/ncwetiands 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 1 of 13
Coastal Area Management Act (CAMA) 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.army.mil/wetlands/nMfina]FedReg_pdf. 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/ncwetiands/fees.htm1. 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 13
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 Surry
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 Division of Water Quality
401 Wetlands Unit Wetlands Restoration Program
1650 Mail Service Center 1619 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619
Telephone: [phone] Telephone: [phone]
Fax: [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 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 13
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
3855 Idlewild Road Ashe Mitchell Wilkes
Kemersville, 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 13
FEB 1 3 2006
DLUR 1 WAW(gf1ALITY
VX"40:1 Mu t 1W1AATkn t ?rxl)
Office Use Only: n r. Form Version May 2002
r, 0
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
1. Check all of the approval(s) requested for this project:
® Section 404 Permit N71 Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
It-
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12 and 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Villas @ Windchase, LLC
Mailing Address: 844 Country Club Road
Rocky Mount, NC 27804

Telephone Number: 252.443.0277 Fax Number: 252.443.1535
E-mail Address: builithsdkearthlink.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Stocks Engineering, PA
Company Affiliation: Engineer
Mailing Address: PO Box 1108
Nashville, NC 27856

Telephone Number:
E-mail Address: 252.459.8196 Fax Number: 252.459.8197
kvarnell@stocksen ing eerina.com
Page 5 of 13
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: Waterstone Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3727 0033 3816
4. Location
County: Nash Nearest Town: Coopers
Subdivision name (include phase/lot number): Waterstone
Directions to site (include road numbers, landmarks, etc.): Hwy. 64 East from Raleigh,
NC. Take I-95 South. Take NC SR 97 to the East. Turn left on NC SR 58 to the North.
Turn right onto NC SR 1745. Tract on left immediately before SR 1854.
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): Approximately 76 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Tar River Reservoir
8. River Basin: Tar/Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 13
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 site is currently vegetated and undeveloped. The land
use in the vicinity of this area consists of agricultural and residential.
10. Describe the overall project in detail, including the type of equipment to be used: The
project will consist of all aspects of a subdivision infrastructure including roads except for
sewer lines. The expected equipment to be used will be bulldozers, excavators, motor
graders pans etc
11. Explain the purpose of the proposed work: The purpose of this work is to construct
Waterstone 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.
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
Page 7 of 13
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.
1. Provide a written description of the proposed impacts: Impacting 96 LF of stream and
less than 1/3 Acre of Riparian Buffer.
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***
1 Road Crossing .018 No BLH / Cutover

I
i i i i i -
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.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: 0.30 AC
Total area of wetland impact proposed: .018 AC
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name* * Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 Road Crossing 96 Unnamed Trib. 3 FT Intermittent

* 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),
Page 8 of 13
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.uses.cov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
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.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Local Stormwater Requirement
Size of watershed draining to pond: +/- 23 AC Expected pond surface area: 13, 100 SF
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.
The impacted stream traverses the entire width of the provertv. Impacts were unavoidable to
allow access. The proposed road crossing crosses the stream at approximately a 65 degree angle.
An angle other than 90 degrees was used in order to cross the stream below the confluence of
Page 9 of 13
two tributaries. The 65 degree gle allows for one stream crossing instead of two. The culvert
will also be buried 1 foot deep to promote habitat passage. During construction, all
applicable erosion control measures will be taken as directed by NCDENR. The Wetland feature
also traverses the entire width of the property and impacts were unavoidable to allow access.
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.
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.ne.us/ncwetiands/strmgide.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.
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
Page 10 of 13
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
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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.
Page I 1 of 13
Zone* Impact
(square feet Multiplier Required
Mitigation
1 2880 3 N/A
2 1920 1.5 N/A
Total 4800 N/A
* 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.
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.
N/A
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.
Currentlv the site is undeveloped with no impervious surface area. After completion of the
infrastructure there will be approximately 2.3% impervious surface area. Several Temporary
Sediment Basins will be placed at the lowest end of disturbance to reduce sediment. Outlet
protection will be placed at culvert outlets.
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.
All generated wastewater on site will be treated through individual septic systems.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 12 of 13
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).

/ Applicant/Agent's Signature Date
Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
DWQ# Date 3- /;4, -Ohl Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built/out conditions.
? Please indicate all stormwater outfalls on the site plan. lX "h ? ? C w [ ?s eL L 1 ?J 11-at-vt
E C1 ?( 1??tii? ?ti S?L(e?'"'?
? Please indicate the diffuse flow provision measures on the site plan. yW /
G7{? S . $ it LIw? S 14 0 G 1,1 ? 04 S a ? /
? Please indicate whether or not the proposed impacts already been conducted. d to to" /t 1( 111 C-1
Avoidance and/or Minimization Not Provided Q v+? s 14 vr't w, 1'
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
DWQ# z2 f
Date / 1 0 ?
r
Who Reviewed:
Plan Detail Incomplete r
K Please provide a location map for the project. In U? ????N - I < <1 Q .5 ?'? ??^ `7 > -
,4 Please show all stream 'mpac ts rnc I ding all fl! slopes, dissipaters, and ba k stabilization on the site plan.
j ire ccwA 1 o c c-A c c of e.,t I : ?-Z ) /J cc c4 5 Fa h-e C 1 5e e ,,, cv S Ee.-
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwatcr management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwatcr outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over I acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
Please complete Section(s) on the application. --TIT,
j ? 1 /LD.? y
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing , via email to [e-mail] and CD.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of'impacts proposed.
? Please indicate which 404 Permit the U ACE would use to authorize this project. n
[IT e c?t IC2 s tA?j k ?l ~ yt s e kt i' e_
blar- lull-?? cC"a 5 ?'Qye
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1
I, Complete items 1, 2, and 3. Also complete A. nat ro
item 4 if Restricted Delivery is desired. ? Agent
1 0 Print your name and address on the reverse ? Addressee
I so that we can return the card to you. D. Received by (Printe Name) C. Dat of Delivery
1 o Attach this card to the back of the mailpiece,
or on the front If space permits. -i
D. Is delivery address different from item 1? ?
1. Articlo Addressed to: If YES, enter delivery address below: ? No
Villas At Windchase LLC
844 Country Club Road
Rocky Mount,NC 27804
DWQ# 06-0229- Nash
2. Article Number
(Transfer from se vice label-
PS Form 3811, February 2004
Service Typo
? Certified Mail ? Express Mail
? Registered ? Return Receipt for Men:handiso
? Insured Mail ? C.O.D. _
4. Restricted Delivery? (Extra Fee) ? Yes
7005 1160 0000 9954 6115
Domestic Return Receipt
t•1i?17?l-i?a:f?`l? 46 •?1 •N?1 ASE
to Complete items 1, 2, and 3. Also complete A.
item 4 if Restricted Delivery is desired. I I X ? Agent
O
Pnnt your name and address on the revers
so that we can return the card to you.
17 Attach this card to the back of the mailpiece,
or on the front if space oermits.
1. Article Addressed to:
Villas At Windchase LLC
844 Country Club Road
Rocky Mount,NC 27804
DWQ# 06-0229-Nash
2. Article Number
(Transfer from service Uo
PS Form 3811, February 2004
Addressee
13. Rc ived by (Printed Name) C. Date of Delivery
Z-2 -,
D. Is delivery address different from Item 1? ? Yes
If YES, enter delivery address below: ? No
4. Restricted Delivery? (Extra Fee)
3. Service Typo
10Certifled Mail ? Express Mail
? Registered ?Retum Receipt for Merchandise
? Insured Mail ? C.O.D.
7005 1160 0000 9954 9512
Domestic Return Receipt
? Yes
102595-02-M-1540
13 Completo•items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
13 Print your name and address on the reverse
so that we can return the card to you.
v Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Stocks Engineering Pa
Attn; Mr. Kevin Varnell
P.O. Box 1108
Nashville,NC 27856
DWQ# 06-0229-Nash
2. Article Number
(Transfer from service label
PS Form 3811, February 2004
1 ?tfi?]ul?,?l??'t'ra?l??'-.?[[C_???'?%I?`ilf7?!I'ly.?i?
A. Siqnaturo J
X ' 0' ? Agent
? Addressee
D. Received by (Printed Name) C. Date of Delivery
?tf
D. Is delivery address different from Item 1? ? Yes
If YES, enter delivery address below: ? No
3. S Ice Type
?J Certified Mail ? Fxpross Mail
? Registered Return Receipt for Merchandise
? Insured Mail C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7005 1160 0000 9954 9314
Domestic Return Receipt
102505-02-M, 1540
© Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired. __-?
o Print your name and address on the r verso
so that we can return the card to you.
o Attach this card to the back of the mailpieco,
or on the front if space permits.
1. ArUclo Addressed to:

A.
x 13 Agent
c? X / ? Addressee
by (Printed Name) C. Dajo of Delivery
/. I
D. 3 delivery address different from item 1? P Ye3
If YES, enter delivery address below: ? No
Villas At Windchase,LLC
844 Country Club Road
Rocky Mount,NC 27804
DWQ# 06
02 3. $ rvico Type
Certified Mail 13 Express Mail
-
29-Nash
? Registered Return Receipt for Merchandiso
9
? Insured Mail
C.O.D.
4. Restricted Delivery? (Extra Fee) ? yes
2. Article Number
(rransfcr from servlc ?005 99S4 S095
1160 0000
Domestic Return Receipt
Q Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired. ----
® Print your name and address on the r verso
so that we can return the card to you.
© Attach this card to the back of the mailpieco,
or on the front if sDace Dermits.
A. Si nawr ,
? Agent
?'? X ? Addressee
. Re eived by (Printed Name) C. Daje of Delivery
i- ,
D. s delivery address different from item 1? q Yes
If YES, enter delivery address below: ? No
1. Article Addressed to:
Villas At Windchase,LLC
844 Country Club Road
Rocky Mount,NC 27804
DWQ# 06-0229-Nash
2. Article Number
(Transfer from servic
.lei i
3Aj rvic e Type
Certified Mail Q Express Mail
? Registered Return Receipt for Merchandise
? Insured Mail 19C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
7005 1160 0000 9954 5095
Domestic Return Receipt ...-
STOCKS ENGINEERING, P.A.
Division of Water Quality
401 Appl. Fee Waterstone
2/16/2006
4584
200.00
Southern Bank - Checking 401 Application Fee - Waterstone 200.00
I E
Subdov9s?Ong@LROWIRY 0 0 0
FEB 1 3 2006
DENR -WATER QUASI TY
S' SAND STMAyATER BRANCH
E,-
Owner/Developer:
David Smith
844 Country Club Road
Rocky Mount, SIC 27804
STOCKS ENGINEERING,
??s?ss+?+airarrr
s AL
r,> A--
?:: 11 .-moo'-t?3• c,°
P.A.
1100 Eastern avenue Phone: [phone]
PO Box 1108 Fax: [phone]
Nashville, NC 27856 Mobile: [phone]
Email: [e-mail]
S1ac4 Ene?rwrirp. ?.A
1100 [www ?w?n
rodnn
rt?n.r, ec r,w
E-
Project: Walerstone Subdivislon
Dats: January 20, 2006
Pa e: 1 of 4
Pre-Develo ment
Tc Area ID Area Ae. C 12 02 cts 2-Year Storm
5 I 08 8 0.35 5.6 1.69
7 It 805 0.35 52 1465
5 III 9.18 035 56 17.99
5 IV 5.30 0 35 5.8 10.39
5 V 9 38 0.35 so 18.38
5 VI 3.51 0.35 so 6 88
15 VII 36 93 0 35 4.0 51.70
5 VIII 0.99 0.35 56 1.94
5 IX 058 0.35 55 1.10

TOTAL 74 76 0 35 12! 72

Post-Develooment
Tc Area ID Area Ac. C 12 02 cfs

5 la 043 095 58 2.29
5 lb 0.43 095 58 229

5 8. 0 89 0.95 55 4 73
7 Ilb 7416 042 52 1564

5 Ill. 469 035 58 9.19
5 Ilib 0.36 0.53 5.6 107
5 Illc 081 0.43 5.8 1.95
5 lid 021 095 56 1.12
5 Ill. 106 041 58 2.43
5 IIIf 046 048 se 124
5 III 1.59 039 56 347

5 Na 0 82 050 5 6 2.30
5 IVb 0 28 0.35 5.6 0 55
5 Nc 0 32 0.74 58 1.33
5 Nd 0 33 035 5.6 0.65
5 Ne 022 035 56 043
5 M 0.19 0 35 5.8 0.37
5 IV 0.14 035 58 027
S " 2 65 0.35 5.6 5.19
5 M 0.35 060 56 1.18

5 Va 0.57 047 56 1.50
5 Vb 140 047 58 368
5 Vc 0.10 0.95 so 0.53
5 Vd 058 044 56 143
5 Ve 1.56 044 55 384
5 Vt 0 24 0 95 55 1.28
5 V 041 095 58 2.18
5 W 452 035 56 886

5 Vla 072 048 56 1.85
5 Vib 1.85 0 47 so 4 87
5 Vic 0.37 0 95 56 1.97
5 Vid 0.19 0.73 58 0.78
5 VI. 0.38 0 93 58 1.98

15 Via 35.30 0.35 _40_ 49 42
5 Wb 1.50 0.50 56 420
5 VIIC 0.13 0.95 56 0 69

5 Villa 062 0.71 58 2.47
5 Vulb 037 095 56 1.97

5 IXa 027 095 5.8 14{
5 IXb 0 29 0 95 5.8 1.54

Total 74.76 8.6 154.16

Flow draining Into Proposed Basin is ii • 53.11 cis
Outflow must be less than 23.87 cfs
Post-Development Routed Outnow Ila-M is: 0.16 cfs (2-Year)
2-Yr Routed Elevation is: 14-4.11 feet
Total Post Development Runoff Is: 19114 cf.
Runoff Computations
Post-Development Is less than Pre-Development for 2-Yr Event
0
tracks fnelrw M PA
0o fr.n ?.w•
roan IfG
rl..n.r. nc nw
Pre-Develo ment
Tc Area ID Area Ae. C 110 010 ds 10-Year Storm
5 I 066 035 706 2"9
7 II 8 05 0 35 To 1972
.
5 III 9.18 0 35 76 24 42
5 rV 5.30 0 35 7.6 14.10
5 V 9 38 0 35 7.6 24 95
5 VI 3 51 0.35 T6 9.34
15 VII 39.93 0.35 5.7 73 68
5 VIII 099 0.35 7.6 263
5 IX 058 0.35 7.6 149

TOTAL 74.76 0.35 172.81

Post-Development
Tc Area ID Area Ac. C 110 010 cfs

5 la 043 0.95 7.6 3.10
5 ID 043 0 95 7.6 3.10

5 Ila 089 095 700 5.92
7 Ilb 716 042 7 a 22.85

5 Ills 4 69 0 35 7.5 1248
5 Illb 0 78 0.53 766 1.45
5 Ilic 0.81 047 766 2.65
5 Ind 0.21 0 95 7.6 1.52
5 Isle 1.06 041 7.6 3.30
5 Illf 046 0 48 7.6 1 ea
5 III 159 0.39 7.6 4.71

5 Na 0.82 0.50 7.8 3.12
5 IVb 0.28 0 35 7.8 0.74
5 Nc 0.32 0 74 78 1 80
5 Nd 0 33 0.35 7.5 0 88
5 Ne 0.22 0.35 7.6 0.59
5 IVf o.19 0.35 78 0.51
5 Iva 0.14 0.35 766 0 37
5 " 265 0.35 768 7.05
5 M 0 35 0 60 7.8 1.60

5 V. 0 57 047 7.6 204
5 Vb 140 047 7,6 S.00
5 Vc 0.10 0 95 7.8 0.72
5 Vd 0 58 0.44 78 1.94
5 Ve 1.58 0.44 78 522
5 Vf 0 24 0.95 7.6 1.73
5 V 041 0.95 7.6 296
5 VII 452 0.35 78 1202

5 Vla 0.72 0.48 TS 2.52
S Vlb 185 0.47 70 661
5 Vlc 0.37 0 95 7.6 2 67
5 Vid 0.19 0.73 76 11 C5
5 VT. 0.38 093 7.8 2 69

15 Vlla 35.30 0.35 57 70 42
S Vlib 1.So 0.50 7.6 5.70
5 Vllc 0.13 0 95 7.5 094

5 Vllla 0.62 071 7.6 3.35
5 Vlllb 0.37 0.95 7.8 2.67

5 IXa 027 095 7.5 195
S IXb 029 0.95 7.8 209

Tolal 71.76 7.6 213.70

Flow draining Into Proposed Basin is IIa4V1 • 73.20 is
Outflow must be less than 32.11 cfs
Post-Development Routed Outflow Ila-M Is: 012 cis (10-Year)
10-Yr Routed Elevation is: 144.52 feet
Total Post Development Runoff Is: 140.72 cfs
Runoff Computations
Post-Development is less than Pre-Development for 10-Yr Event
sled:IIEM-e /.A
roa.W
Pre-Deveftment
Te Area ID Area (Ac.) I C 125 Q25 cfs 25-Year Storm
5 1 0 88 0 35 a.7 2.62
7 If 8.05 0 35 82 23.10
5 III 9.18 0 35 8.7 27.95
5 N 5.30 035 8.7 18.14
5 V 938 035 87 28.58
5 VI 3.51 035 87 1069
15 VII 36 93 0.35 64 82.72
5 VIII 0.99 0 35 a 7 3.01
5 IX 0.56 0.35 8.7 1.71

TOTAL 74 78 0.35 199.51

Pnst-r3ovninnmcnt
Tc Area ID Area Ac. C 125 026 cfs

5 la 0 43 0 95 8.7 3.55
5 lb 0.43 0 95 8.7 3.55

5 Ile 089 095 8.7 7.36
7 8b Tle 0.42 82 24.66

5 111. 459 0.35 6.7 1428
5 tllb 0.36 0 53 87 1.68
5 Itlc 051 0 43 87 3 03
5 nld 021 095 a7 1.74
5 Isle 1.06 041 87 378
5 Iltf 046 048 8.7 1.92
5 III 1.59 0.39 81 5 39

5 Na 0.82 0 50 87 3 57
5 Nb 028 035 8.7 085
5 Nc 0.32 0.74 8.7 2.08
5 Nd 033 035 87 1.00
5 Ne 0 22 0 35 8.7 0.67
5 M 0.19 0.35 8.7 0.58
5 N 0.14 0.35 8.7 0.43
5 Nh 265 035 87 8.07
5 M 0.35 0 60 87 1.83

5 Va 0.57 047 8.7 2.33
5 Vb 140 047 8.7 572
5 Vc 0.10 0 95 8.7 0.83
5 Vd 0.58 0 44 87 2.22
5 V. 1.56 0.44 8.7 5.97
5 Vf 0 24 0.95 87 1.98
5 V 041 0 95 87 3.39
5 Vh 4.52 0.35 87 13.78

5 Via 0.72 0.48 8.7 2 88
5 V1b 1.85 0 47 a? 7.58
5 Vlc 0.37 0 95 87 3.06
5 Vld 019 0.73 8.7 1.21
5 V. 0.38 0.93 87 3.07

15 Vlla 35.30 0 35 04 79 07
5 Vlib 1.50 0 50 $7 6 53
5 Vic 0.13 0.95 87 1.07

5 Villa 062 0.71 8.7 3.83
5 Vlllb 0.37 0.95 8.7 3.06

5 IXa 027 095 a7 223
5 IXb 0.29 0 95 87 240

Total 74.76 8.6 242.16

Flow draining into Proposed Basin Is BaaVI 62.87 cfs
Outflow must be less than 3722 cts
Past-Development Routed Outflow Ila4VI Is: 023 cfs (25-Year)
25•Yr Routed Elevation Is: 144.77 feet
Total Post Development Runoff is: 159.52 cfs
Runoff Computations
Post-Development is less than Pre-Development for 25-Yr Event
n«rmp, B.A
sec?• Eneia...,.
m rte..,
ro ea na
n..iw.rc xrsss
Pre-Develo ment
Te Area ID Area .1 1 C 1100 100 ds 100-Year Storm
5 1 088 035 100 301
7 It 805 035 9.5 2877
5 III 9.18 035 100 32.17
5 N 5.30 0 35 10.0 18.55
5 V 9 38 0 35 too 32.83
5 0 35 10 0 1229
15 3 035 7 7 9953
9 035 100 3 47
5 M
" 0 35 10 0 1.98

TOTAL 74
7
6 0.35 230.52

Pncl-f)evelnnment
Tc Area ID Area Ac. C 1100 100 cfs

5 la 043 095 100 409
5 lb 047 0 95 10.0 4.09

5 it. 0.89 095 100 846
7 Iib 7.18 0 42 95 28.57

5 Ilia 469 035 100 16.42
5 Illb 0.36 053 100 1.91
5 tic 081 043 100 3.48
5 Illd 0.21 095 100 200
5 Ills 1.08 041 100 4.35
5 1111 048 048 100 2.21
5 III 1.59 039 100 620

5 Na 0 82 0.50 100 4.10
5 Nb 0 28 0.35 100 0.98
5 Nc 0.32 0.74 100 2.37
5 Nd 03 7 0.35 10.0 1.18
5 Ne 022 0.35 10.0 077
5 Nf 0.19 0 35 10.0 0 67
5 N 0.14 035 10.0 049
5 IVh 265 0.35 10.0 9.28
5 M 0.35 060 10.0 2.10

5 V. 0.57 047 10.0 2.68
5 Vb 1.40 047 100 6 58
5 Vc 0.10 095 100 095
5 Vd 058 044 10.0 2.55
5 Ve 1.56 044 10.0 6.88
5 Vf 0.24 095 10.0 228
5 V 041 0 95 100 3.90
5 Vh 4.52 0 35 10.0 15.82

5 Via 0.72 046 100 3.31
5 Vib 1.85 0 47 10.0 8 70
5 Vic 037 095 100 352
5 Vld 0.19 0.73 100 1039
5 Vie 0 38 0.93 10.0 3.51

15 Vlla 35 30 0.35 7.7 95.13
5 Vlll) 1 50 0 50 100 7.50
5 N1c 013 0 95 100 1.24

5 Viva 062 0.71 10.0 440
5 VII1b 0 37 0 95 10.0 3.52

5 Va 0.27 0 95 10.0 2.57
5 IXb 029 0.95 10.0 2.70

Total 74.78 9.9 282.82

Area draining Into Proposed Basin is 9&4V1 • 93.48 cfs
Outflow must be less than 43.18 cfs
Post-Development Routed Outflow IIs4VI Is. 0.25 cfs (100-Year)
100-Yr Routed D vation Is: 145.15 fast
Total Post Development Runoff Is: 181.59 cfs
Post-Development is less than Pre-Development for 100-Yr Event
Runoff Computations
Auk
Ditch Sections For Waterstone Subdivision
Ditch
Section Side
Slopes Channel
Sloe Q2(Cfs) Proposed
Lining Mannings
n Permissible
Shear Ib/s Normal
Depth V2 (fps) Calculated
Shear Ib/s Liner/Stable
1 TO 2 3:1 1.10% 2.29 Bare Ground 0.02 - 0.47 3.53 0.32 Stable
Vegetation 0.035 1 0.57 2.32 0.39 Stable
3 T04 3:1 1.10% 2.29 Bare Ground 0.02 - 0.47 3.53 0.32 Stable
Ve etation 0.035 1 0.57 2.32 0.39 Stable
1 TO 5 3:1 2.14% 4.73 Bare Ground 0.02 - 0.54 5.43 0.72 Needs Liner
Ve etation 0.035 1 0.66 3.57 0.89 Stable
3 TO 6 3:1 2.14% 15.64 Bare Ground 0.02 - 0.70 5.91 0.94 Needs Liner
Ve etation 0.035 1 0.89 3.87 1.19 Stable
7 TO 5 3:1 2.83% 1.12 Bare Ground 0.02 - 0.27 3.91 0.47 Stable
Vegetation 0.035 1 0.33 2.57 0.58 Stable
9 TO 6 3:1 4.50% 1.07 Bare Ground 0.02 - 0.17 3.87 0.47 Stable
Ve etation 0.035 1 0.22 2.52 0.63 Stable
9 TO 8 3:1 2.50% 1.95 Bare Ground 0.02 - 0.27 3.90 0.43 Stable
Ve etation 0.035 1 0.37 2.52 0.57 Stable
8 TO 11 3:1 1.00% 2.30 Bare Ground 0.02 - 0.47 3.41 0.30 Stable
Ve etation 0.035 1 0.59 2.24 0.37 Stable
10 TO 11 4:1 4.20% 0.55 Bare Ground 0.02 - 0.12 3.09 0.31 Stable
Vegetation 0.035 1 0.16 2.09 0.42 Stable
11 TO 12 3:1 0.56% 1.50 Bare Ground 0.02 - 0.45 2.46 0.16 Stable
Ve etation 0.035 1 0.56 1.62 0.19 Stable
13 TO 12 3:1 3.60% 3.68 Bare Ground 0.02 - 0.33 4.84 0.74 Needs Liner
Ve etation 0.035 1 0.42 3.25 0.95 Stable
14 TO 15 3:1 2.58% 2.18 Bare Ground 0.02 - 0.29 3.97 0.47 Stable
Ve etation 0.035 1 0.39 2.63 0.62 Stable
15 TO 24 3:1 0.30% 23.30 Bare Ground 0.02 - 1.42 3.87 0.27 Stable
Vegetation 0.035 1 1.75 2.54 0.33 Stable
16 TO 17 3:1 1.68% 1.33 Bare Ground 0.02 - 0.35 3.61 0.37 Stable
Ve etation 0.035 1 0.43 2.37 0.45 Stable
17 TO 18 3:1 0.85% 0.53 Bare Ground 0.02 - 0.28 2.22 0.15 Stable
Vegetation 0.035 1 0.35 1.46 0.15 Stable
18 TO 19 3:1 0.70% 1.96 Bare Ground 0.02 - 0.48 2.86 0.21 Stable
Vegetation 0.035 1 0.59 1.88 0.26 Stable

20 TO 19 3:1 1.52% 3.84 Bare Ground 0.02 - 0.44 3.78 0.42 Stable
Vegetation 0.035 1 0.57 2.50 0.54 Stable
22 TO 15 3:1 1.57% 1.28 Bare Ground 0.02 - 0.35 3.48 0.34 Stable
Ve etation 0.035 1 0.43 2.29 0.42 Stable
20 TO 21 3:1 5.11% 1.44 Bare Ground 0.02 - 0.19 4.42 0.60 Needs Liner
Ve etation 0.035 1 0.25 2.85 0.80 Stable
22 TO 23 3:1 5.11% 1.54 Bare Ground 0.02 - 0.19 4.51 0.62 Needs Liner
Ve etation 0.035 1 0.26 2.91 0.83 Stable
7 TO 31 3:1 1.71% 1.24 Bare Ground 0.02 - 0.34 3.57 0.36 Stable
Ve etation 0.035 1 0.42 2.35 0.45 Stable
16 TO 30 3:1 1.47% 2.43 Bare Ground 0.02 - 0.45 3.99 0.41 Stable
Ve etation 0.035 1 0.56 2.62 0.51 Stable
30 TO 29 3:1 5.10% 0.59 Bare Ground 0.02 - 0.21 4.47 0.67 Needs Liner
Ve etation 0.035 1 0.26 2.94 0.82 Stable
17 TO 25 3:1 0.80% 4.83 Bare Ground 0.02 - 0.71 3.16 0.22 Stable
Ve etation 0.035 1 0.88 2.08 0.27 Stable
25 TO 26 3:1 0.50% 5.26 Bare Ground 0.02 - 0.74 3.23 0.23 Stable
Ve etation 0.035 1 0.91 2.12 0.28 Stable
26 TO 27 3:1 0.50% 5.63 Bare Ground 0.02 - 0.76 3.29 0.24 Stable
Ve etation 0.035 1 0.93 2.16 0.29 Stable
27 TO 28 3:1 0.50% 5.90 Bare Ground 0.02 - 0.77 3.32 0.24 Stable
Ve etation 0.035 1 0.95 2.18 0.30 Stable
28 TO 29 3:1 0.50% 11.09 Bare Ground 0.02 - 0.97 3.89 0.30 Stable
Ve etation 0.035 1 1.20 2.56 0.38 Stable
29 TO 32 3:1 0.50% 12.27 Bare Ground 0.02 - 1.01 3.99 0.32 Stable
Rip Rap 0.065 1 1.25 2.62 0.39 Stable
32 TO 33 3:1 0.89% 1.85 Bare Ground 0.02 - 0.45 3.09 0.25 Stable
Ve etation 0.035 1 0.55 2.03 0.31 Stable
34 TO 33 3:1 1.33% 4.87 Bare Ground 0.02 - 0.51 3.83 0.42 Stable
Ve etation 0.035 1 0.65 2.56 0.54 Stable
34 TO 35 3:1 1.61% 1.97 Bare Ground 0.02 - 0.41 3.92 0.41 Stable
Rip Rap 0.065 1 0.51 2.57 0.51 Stable
v a
E
35 TO 36 3:1 6.67% 9.47 Bare Ground 0.02 - 0.57 9.89 2.35 Needs Liner
Rip Rap 0.65 1 0.88 4.08 3.66 Rip Rap
39 TO 36 3:1 3.50% 1.98 Bare Ground 0.02 - 0.25 4.08 0.54 Needs Liner
Ve etation 0.035 1 0.32 2.69 0.70 Stable
40 TO 38 3:1 3.00% 4.20 Bare Ground 0.02 - 0.37 4.67 0.68 Needs Liner
Ve etation 0.035 1 0.47 3.15 0.87 Stable
39 TO 41 3:1 1.64% 1.97 Bare Ground 0.02 - 0.41 3.94 0.42 Stable
Vegetation 0.035 1 0.50 2.59 0.52 Stable
40 TO 41 3:1 1.27% 2.47 Bare Ground 0.02 - 0.47 3.79 0.37 Stable
Vegetation 0.035 1 0.57 2.49 0.46 Stable
Unless otherwise noted, "Needs Liner" = Fiberglass liner over seed, straw and tack
Contact : Kevin Varnell
PO Box 1108
Nashville, NC 27856
Phone #: [phone]
.9:2L A&
St Sewer Profile Proj. file: FE WO FES2.stm
Elev. (ft)
1
9
0
5
.
0
FES1
Rim: 1
Up In
Dn Inv,
O FES2
53.00 _(ft)
: 147.50 (
: 146.50

)
156.00

1
0 Len: 4
18 (in) .00 (ft)
53.0
1
0
00
5
.
- - --- ---------- - -- - --------- --------
-------- -----
-
- - - -

147.00
- -- - ---------

----- --- -----
144.00
0 10 20 30 40 50 60 70 80 90 100
Reach (ft)
Hydraflow Storm Sewers 2003
Hydraflow Plan View

Outfall
Project file: FES1 TO FES2.stm No. Lines: 1 01-25-2006
Hydraflow Storm Sewers 2003
E
Storm Sewer Summary Report
Page 1
Line Lino ID Flow Line Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss lino
(cfs) (in) (ft) (ft) (ft) N (ft) (ft) (ft) No.
1 FES1 TO FES2 7.36 18 c 48.0 146.50 147.50 2.083 147.54 148.54 0.50
End
Project File: FES1 TO FES2.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular, e = elliptical; b = box; Return period = 25 Yrs.; ' Indicates surcharge condition.
Hydraflow Storm Sewers 2003
Sto Sewer Inventory Report Page 1
Line Alignment Flow Data Physical Data Line ID
N
o.
Dnstr Line Defl Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss Inlet/
line length angle type a area coeff time El Dn slope El Up size type value coeff Rim El
No. (ft) (deg) (cfs) (ac) (C) (min) (ft) (%) (ft) (in) (n) (K) (ft)
1 End 48.0 -81.4 Hdwl 7.36 0.00 0.00 0.0 146.50 2.08 147.50 18 Cir 0.013 1.00 0.00 FES1 TO FES2
Project File: FES1 TO FES2.stm Number of lines: 1 Date: 01-25-2006
Hydraflow Storm Sewers 2003
Hyd ulic Grade Line Computations Page 1
Line Size a Downstream Len Upstream Check JL
coeff Minor
loss

(in)

(cfs) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sgft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

(%)

(ft) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sgft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

(%) Ave
Sf
(%) Enrgy
loss
(ft)

(K)

(ft)
1 18 7.36 146.50 147.54 1.04 1.30 5.66 0.50 148.03 0.727 48.0 147.50 148.54 1.04" 1.30 5.66 0.50 149.03 0.727 0.727 n/a 1.00 0.50
Project File: FES1 TO FES2.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: ' Normal depth assumed., " Critical depth assumed.
Hydraflow Storm Sewers 2DO3
St Sewer Profile Proj. file: F TO FES8.stm
Elev. (ft)
161.00
157.00
153.00
149.00
145.00
141.00 -
0
50 100 150 200 250 300 350 400 450
Reach (ft)
Hydraflow Storm Sewers 2003
StWn Sewer Profile
Proj. file: F TO FES8.stm
Elev. (ft)
168.00
162.00
156.00
150.00
144.00
138.00
0
50 100 150 200 250 300 350 400 450 500 550 600 650 700
Reach (ft)

I
Ri
U

D

L

4

O FE
m. 152.0
Inv: 14

nv: 14
n: 76.00

in

8

(ft)__--
88 (ft)

.

.61 (ft)
(ft) D16a
Rim: _1
U Inv
pn-In
---
Len:1

42 (in) O D17
5.50 (ft
'.143.59
-9

5.00 (ft) Z.08-
D11
O ft
Ri

D

Le

42
3 TO DI

m: 154.0
n

Inv: 14

: 72.00

(in)
a

(ft)
ft

.69 (ft)

(ft)

5 TO
Rim: 14
Up Inv:

6

.71 (ft)
45.31(

)
- -
IF

- Len: 36

42 (in) .00 (ft)

- - - --------- -

- --- ------- ------
Hydraflow Storm Sewers 2003
r tlow Plan View
Hyda
Outfall
Project file: FES3 TO FES8.stm I No. Lines: 6 02-08-2006
Hydratlow Storm Sewers 2003
Storm Sewer Summary Report
Pago 1
Line Lino ID Flow Line Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 DI7 TO FES8 56.51 48 c 76.0 142.61 142.88 0.355 144.99 145.25 1.24
End
2 DI6a TO DI7 52.73 42 c 175.0 142.98 143.59 0.349 146.49 146.92 0.24
1
3 DI6 TO DI6a 50.73 42 c 72.0 143.69 143.94 0.347 147.16 147.32 0.31
2
4 D15 TO D16 49.70 42 c 364.0 144.04 145.31 0.349 147.63 148.41 0.71
3
5 FES3 TO DI5 46.30 42 c 14.0 145.41 145.48 0.500 149.12* 149.15* 0.36
4
6 FES4 TO DI5 1.74 18 c 42.0 145.51 148.03 6.000 149.12 149.12 0.02
4
Project File: FES3 TO FES8.stm Number of lines: 6 Run Date: 02-08-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; * Indicates surcharge condition.
Hydraflow Storm Sewers 2003
A= "Ism,
HYd . fflulic Grade Line Computations 0 (W Page 1
Line Size Q Downstream Len Upstream Check JL Minor
coeff loss
Invert HGL Depth Area Vol Vol EGL Sf Invert HGL Depth Area Vol Vel EGL Sf Ave Enrgy
elev elev head elev elev elev head elev Sf loss
(in) (cfs) (ft) (ft) (ft) (sqft) (ft/s) (ft) (ft) (%) (ft) (ft) (ft) (ft) (sqft) (ft1s) (ft) (ft) (%) M (ft) (K) (ft)
1 48 56.51 142.61 144.99 2.38 7.78 7.26 0.82 145.81 0.354 76.0 142.88 145.25 2.37 7.76 7.28 0.82 146.08 0.356 0.355 0.269 1.50 1.24
2 42 52.73 142.98 146.49 3.50 9.62 5.48 0.47 146.96 0.275 175 143.59 146.92 3.33 9.45 5.58 0.48 147.40 0.238 0.256 0.449 0.50 0.24
3 42 50.73 143.69 147.16 3.47 9.61 5.28 0.43 147.59 0.236 72.0 143.94 147.32 3.38 9.51 5.33 0.44 147.76 0.222 0.229 0.165 0.70 0.31
4 42 49.70 144.04 147.63 3.50 9.62 5.17 0.42 148.04 0.244 364 145.31 148.41 3.10 9.01 5.52 0.47 148.88 0.218 0.231 0.841 1.50 0.71
5 42 46.30 145.41 149.12 3.50 9.62 4.81 0.36 149.48 0.212 14.0 145.48 149.15 3.50 9.62 4.81 0.36 149.51 0.212 0.212 0.030 1.00 0.36
6 18 1.74 145.51 149.12 1.50 1.77 0.98 0.02 149.13 0.027 42.0 148.03 149.12 1.09 1.38 1.26 0.02 149.15 0.035 0.031 0.013 1.00 0.02
Project File: FES3 TO FES8.stm Number of lines: 6 Run Date: 02-08-2006
NOTES: • Normal depth assumed., " Critical depth assumed.
Hydraflow Storm Sewers 2003
StoW Sewer Profile

Amb
Proj. file: FES9 ES10.stm
Elev. (ft)

163.00
FES9 O FES10
Rim: 1 56.50-(ft)-
Up In : 151.00 ( )
160.00 n In lbU.Zb (t )
Len: 4 .00 (ft)
18 (in)

157.00

154.00

151
00
.
------ - --- ------ ---- --
148.00
0 10 20 30 40 50 60 70 80 90 100
Reach (ft)
Hydraflow Storm Sewers 2003
Hydraflow Plan View
U
Hydraflow Storm Sewers 2003
Storm Sewer Summary Report
Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 FES9 TO FES10 4.42 18 c 48.0 150.28 151.00 1.500 151.08 151.80 0.33
End
Project File: FES9 TO FES10.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular, e = elliptical; b = box; Return period = 25 Yrs.; *Indicates surcharge condition.
Hydraflow Storm Sewers 2003
HydrAlic Grade Line Computations
Page 1
Line Size Q Downstream Len Upstream Check JL
coeff Minor
loss

(in)

(cfs) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sqft) Vel

(ftJs) Vel
head
(ft) EGL
elev
(ft) Sf

(%)

(ft) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sqft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

(%) Ave
Sf
(%) Enrgy
loss
(ft)

(K)

(ft)
1 18 4.42 150.28 151.08 0.80 0.96 4.59 0.33 151.41 0.565 48.0 151.00 151.80 0.80" 0.96 4.59 0.33 152.13 0.565 0.565 n/a 1.00 0.33
Project File: FES9 TO FES10.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: " Normal depth assumed., " Critical depth assumed.
Hydrafiow Storm Sewers 2003
StoM Sewer Profile Proj. file: FES11*ES12.stm
Elev. (ft)
Hydraflow Storm Sewers 2003
Hydra ow
Plan View
? a
Outfall 1
Project file: FES11 TO FES12.stm No. Lines: 1 01-25-2006 1
Hydraflow Storm Sewers 2003
1?1
Storm Sewer Summary Report
Page 1
Line Line ID Flow Line Lino Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 FES11 TO FES12 8.05 18 c 60.0 148.50 150.00 2.500 149.58 151.08 0.54
End
Project File: FES11 TO FES12.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular, e = elliptical; b = box; Return period = 25 Yrs.; • Indicates surcharge condition.
Hydraflow Storm Sewers 2003
am 112k
Hydr .lic Grade Line Computations
0 Page 1
Line Size Q Downstream Len Upstream Check JL Minor

in)

cfs)
Invert
elev
(ft)
HGL
elev
(ft)
Depth

(ft)
Area

(son)
Vel

(fUs)
Vel
head
(ft)
EGL
elev
(ft)
Sf

(%)

ft)
Invert
elev
(ft)
HGL
elev
(ft)
Depth

(ft)
Area

(sgft)
Vel

(ft/s)
Vei
head
(ft)
EGL
elev
(ft)
Sf

(%)
Ave
Sf
(%)
Enrgy
loss
(ft) coeff

(K) loss

(ft)
1 18 8.05 148.50 149.58 1.08 1.37 5.89 0.54 150.12 0.775 60.0 150.00 151.08 1.08" 1.37 5.89 0.54 151.62 0.775 0.775 n/a 1.00 0.54
Project File: FES11 TO FES12.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: • Normal depth assumed., " Critical depth assumed.
Hydratbw Storm Sewers 2003
Stewn Sewer Profile Proj. file: FESiAW FES14.stm
Elev. (ft)
Hydraflow Storm Sewers 2003
Hyd raf I ow
Plan View

Outfall
Project file: FES13 TO FES14.stm No. Lines: 1 01-25-2006 1
Hydraflow Storm Sewers 2003
Storm Sewer Summary Report
Page 1
Lino Line ID Flow Line Lino Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (°/a) (ft) (ft) (ft) No.
1 FES13 TO FES14 17.07 24 c 48.0 147.41 147.65 0.500 149.22 149.46 0.51
End
Project File: FES13 TO FES14.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; ' Indicates surcharge condition.
Hydraflow Storm Sewers 2003
deft
St h Sewer Inventory Report Page 1
Line Alignment Flow Data Physical Data Line ID
No
.
Dnstr Line Defl Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss Inlet/
line length angle type Q area coeff time El Dn slope El Up size type value coeff Rim El
No. (ft) (deg) (cfs) (ac) (C) (min) (ft) (%) (ft) (in) (n) (K) (ft)
1 End 48.0 -89.5 Hdwl 17.07 0.00 0.00 0.0 147.41 0.50 147.65 24 Cir 0.013 1.00 0.00 FES13 TO FES14
Project File: FES13 TO FES14.stm Number of lines: 1 Date: 01-25-2006
Hydraflow Storm Sewers 2003
Hydrlic Grade Line Computations Page 1
Line Size Q Downstream Len Upstream Check JL
coeff Minor
loss

(in)

(cfs) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(soft) Vel

(fUs) Vel
head
(ft) EGL
elev
(ft) Sf

(%)

(ft) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(soft) Vel

(ft/s) Vei
head
(ft) EGL
elev
(ft) Sf

(%) Ave
Sf
(%) Enrgy
loss
(ft)

(K)

(ft)
1 24 17.07 147.41 149.22 1.81 2.99 5.72 0.51 149.73 0.500 48.0 147.65 149.46 1.81 2.98 5.72 0.51 149.96 0.500 0.500 0.240 1.00 0.51
Project File: FES13 TO FES14.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: ` Normal depth assumed., " Critical depth assumed.
Hydraflow Storm Sewers 2003
Stogy Sewer Profile
L -1
Proj. file: FES1 FES16.stm
Elev. (ft)
156
00
FES15 TO FES16
.

153
00

- - -

- - - -

- - Rim: 15
Up Inv:
Dn Inv:.
Len: 84. .35 (ft)
44.35 (ft)
44.00 (ft)
0 (ft) - - - - -

--
.
150
00 24 n)
.
147
00
.

144
0
.
0
141
00 --------
.
0 10 20 30 40 50 60 70 80 90 100
Reach (ft)
Hydraflow Storm Sewers 2003
dah
Hyd raow
Plan View
E
I E,
outran
Project file: FES15 TO FES16.stm I No. Lines: 1 101-25-2006
Hydraf ow Storm Sewers 2003

2
El
Storm Sewer Summary Report
Page 1
Line Lino ID Flow Line Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 FES15 TO FES16 19.06 24 c 84.0 144.00 144.35 0.417 146.00• 146.60• 0.57
End
Project File: FES15 TO FES16.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; • Indicates surcharge condition.
HydraBOw Storm Sewers 2003
Sto Sewer Inventory Report 0 Page 1
Line Alignment Flow Data Physical Data Line ID
No.
Dnstr Line Defl Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss Inlet/
line length angle type Q area coeff time El Dn slope El Up size type value coeff Rim El
No. (ft) (deg) (cfs) (ac) (C) (min) (ft) (%) (ft) (in) (n) (K) (ft)
1 End 84.0 -53.4 Hdwl 19.06 0.00 0.00 0.0 144.00 0.42 144.35 24 Cir 0.013 1.00 0.00 FES15 TO FES16
Project File: FES15 TO FES16.stm Number of lines: 1 Date: 01-25-2006
Hydraflow Storm Sewers 2003
Hyd lic Grade Line Computations 0 Page 1
Line Size Q Downstream Len Upstream Check JL Minor

in)

cfs)
Invert
elev
(ft)
HGL
elev
(ft)
Depth

(ft)
Area

(sgft)
Vel

(ft/s)
Vel
head
(ft)
EGL
elev
(ft)
Sf

(°/a)

ft)
Invert
elev
(ft)
HGL
elev
(ft)
Depth

(ft)
Area

(sgft)
Vel

(ft/s)
Vel
head
(ft)
EGL
elev
(ft)
Sf

N
Ave
Sf
(%)
Enrgy
loss
(ft) coeff

(K) loss

(ft)
1 24 19.06 144.00 146.00 2.00 3.14 6.07 0.57 146.57 0.710 84.0 144.35 146.60 2.00 3.14 6.07 0.57 147.17 0.710 0.710 0.597 1.00 0.57
-Project File: FES15 TO FES16.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: ' Normal depth assumed., " Critical depth assumed.
Hydraflow Storm Sewers 2003
Sto Sewer Profile 0 Proj. file: FES1 740" FES18.stm
Elev. (ft)
154
00
.

151
00 _ FES17 T
Rim:.147.
Up Inv: 14 FES18
0-(ft) --
.
T 00 (ft)
.

148
00 -- n Inv: 14
Len: 60.0
18 (in) 1d b- (tt)
(ft)
.
145
00
.
142
00
.

139
00 - - - ---- - - --
.
0 10 20 30 40 50 60 70 80 90 100
Reach (ft)
Hydraflow Storm Sewers 2003
Hydraow
Plan View

C7
Outfail
Project file: FES17 TO FES18.stm No. Lines: 1 01-25-2006 1
Hydraflow Storm Sewers 2003
d
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Storm Sewer Summary Report
Page 1
Line Line ID Flow Line Line Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (it) (%) (h) (ft) (ft) No.
1 FES17 TO FES18 10.44 18 c 60.0 141.75 142.00 0.417 143.25' 143.84' 0.54
End
Project File: FES17 TO FES18.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular; e = elliptical; b = box; Return period = 25 Yrs.; ' Indicates surcharge condition.
Hydraflow Storm Sewers 2003
Hyd lic Grade Line Computations
' Page 1
Line Size Q Downstream Len Upstream Check JL
oeff Minor
lo
s

(in)

(cfs) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sqft) Vel

(fUs) Vel
head
(ft) EGL
elev
(ft) Sf

(%)

(ft) Invert
elev
(ft) HGL
elev
(ft) Depth

(ft) Area

(sqft) Vel

(ft/s) Vel
head
(ft) EGL
elev
(ft) Sf

(%) Ave
Sf
(%) Enrgy
loss
(ft) c

(K) s

(ft)
1 18 10.44 141.75 143.25 1.50 1.77 5.91 0.54 143.79 0.989 60.0 142.00 143.84 1.50 1.77 5.91 0.54 144.39 0.988 0.989 0.593 1.00 0.54

Project File: FES17 TO FES18.stm
Number of lines: 1
'
Run Date: 01-25-2006
T-
NOTES: ` Normal depth assumed., " Critical depth assumed.
Hydranow Storm Sewers 2003
19dak A&
Stoi sewer Profile Proj. file: FES1 FES20.stm
Elev. (ft)
FES19 TO FES20
Rim: 132.92 (ft)
Hydraflow Storm Sewers 2003
Hydra low
Plan View
L
J
outrall
Project file: FES19 TO FES20.stm No. Lines: 1 01-25-2006 1
HydraRow Storm Sewers 2003
StoA Sewer Inventory Report (a
Page 1
Line Alignment Flow Data Physical Data Line ID
No
.
Dnstr Line Defl Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J-loss inlet/
line length angle type a area coeff time El Dn slope El Up size type value coeff Rim El
No. (ft) (deg) (cfs) (ac) (C) (min) (ft) (%) (ft) (in) (n) (K) (ft)
1 End 84.0 -14.9 Hdwl 43.34 0.00 0.00 0.0 125.50 0.50 125.92 36 Cir 0.013 1.00 0.00 FES19 TO FES20
Project File: FES19 TO FES20.stm Number cf lines: 1 Date: 01-25-2006
Hydraflow Storm Sewers 2003
Storm Sewer Summary Report
Page 1
Line Line ID Flow Line Lino Invert Invert Line HGL HGL Minor Dns
No. rate size length EL Dn EL Up slope down up loss line
(cfs) (in) (ft) (ft) (ft) (%) (ft) (ft) (ft) No.
1 FES19 TO FES20 43.34 36 c 84.0 125.50 125.92 0.500 127.77 128.19 0.89
End
Project File: FES19 TO FES20.stm Number of lines: 1 Run Date: 01-25-2006
NOTES: c = circular, e = elliptical; b = box; Return period = 25 Yrs.; ' Indicates surcharge condition.
Hydraflow Storm Sewers 2003
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Reservoir Report
Page 1
Reservoir No. 1 - Basin Hydraflow Hydrographs by intelisolve
Pond Data
Pond storage is based on known contour areas. Average end area me thod used.
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cult)
0.00 138.00 5,560 0 0
2.00 140.00 9,204 14,764 14,764
4.00 142.00 13,100 22,304 37,068
6.00 144.00 17,703 30,803 67,871
8.00 146.00 22,342 40,045 107,916
10.00 148.00 27,665 50,007 157,923
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise in = 2.5 18.0 0.0 0.0 Crest Len ft = 10.00 0.00 0.00 0.00
Span In = 2.5 18.0 0.0 0.0 Crest El. ft = 147.50 0.00 0.00 0.00
No. Barrels = 1 1 0 0 Weir Coeff. = 2.60 0.00 0.00 0.00
Invert El. ft = 142.70 146.50 0.00 0.00 Weir Typo = Broad - - -
Length ft = 1.0 1.0 0.0 0.0 Multi-Stage = No No No No
Slope % = 0.50 0.50 0.00 0.00
N-Value = .013 .013 .000 .000
Orif. Coeff. = 0.60 0.60 0.00 0.00
MultiStago = n/a No No No Exftitration Rate = 0.00 in/hr/sgft Tailwater Elev. = 0.00 ft
Note: All outflows have been analyzed under inlet and outlet control.
Stage / S torage / Discharg e Table
Stage Storage Elevation Civ A CIvB Clv C Clv D Wr A Wr B Wr C Wr D Exfil Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 138.00 0.00 0.00 - - 0.00 - - - - 0.00
2.00 14,764 140.00 0.00 0.00 - - 0.00 - - - - 0.00
4.00 37,068 142.00 0.00 0.00 - - 0.00 - - - - 0.00
6.00 67,871 144.00 0.18 0.00 - - 0.00 - - - - 0.18
8.00 107,916 146.00 0.29 0.00 - - 0.00 - - - - 0.29
10.00 157,923 148.00 0.37 0.81 - - 9.19 - - - -- 10.38
Hydrograph Return Period Recap
Page 1
Hydrograph Inflow Peak Outflow (cfs) Hydrograph
i
type
(origin) Hyd(s)
1-Yr
2-Yr
3-Yr
5-Yr
10-Yr
25-Yr
50-Yr
100-Yr descript
on
1
2 Rational
Reservoir
1 0.00
0.00 53.11
0.19 -
- 71.41
0.22 82.40
0.23
-- 99.86
0.25 Inflow
Outflow
Proj. file: Basin Calcs.gpw Run date: 01-25-2006
Hydraflow Hydrographs by Intelisolve
Hydrograph Summary Report
Page 1
yd. Hydrograph
typo
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Volume

(tuft) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(tuft) Hydrograph
description
1 Rational 53.11 1 5 23,898 - - Inflow
2 Reservoir 0.19 1 15 13,135 1 144.11 70,104 Outflow
Proj. file: Basin Calcs.gpw Return Period: 2 yr Run date: 01-25-2006
Hydraflow Hydrographs by Intelisoive
Hydrograph Report
Pago 1
Hydraflow Hydrographs by Intelisolve
Hyd. No. 1
Inflow
Hydrograph type
Storm frequency
Drainage area
Intensity
IDF Curve
= Rational
= 2 yrs
= 21.2 ac
= 5.219 in/hr
= Sample.IDF
Peak discharge = 53.11 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 5 min
Asc/Rec limb fact = 1/2
Hydrograph Volume = 23,898 cult
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 10.62
0.03 21.24
0.05 31.86
0.07 42.48
0.08 53.11 <<
0.10 47.80
0.12 42.48
0.13 37.17
0.15 31.86
0.17 26.55
0.18 21.24
0.20 15.93
0.22 10.62
0.23 5.31
... End
Hydrograph Report
Page 1
Hyd. No. 2
Outflow
Hydraflow Hydrographs by Intelisolve
Hydrograph type = Reservoir Peak discharge = 0.19 cfs
Storm frequency = 2 yrs Time interval = 1 min
Inflow hyd. No. = 1 Reservoir name = Basin
Max. Elevation = 144.11 ft Max. Storage = 70,104 cult
Storage Indication method used. Outflow hydrograph volume = 13,135 cult
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cis cfs cfs cfs cfs
0.03 21.24 142.68 0.00 ----- ----- ----- ----- ----- ----- ---- ---- 0.00
0.05 31.86 142.79 0.01 ----- ---- ---- ----- ----- ----- ----- ----- 0.01
0.07 42.48 142.93 0.04 ----- ---- ---- ----- ----- ----- ----- ---- 0.04
0.08 53.11 < < 143.12 0.09 ----- ----- ----- ----- ----- ---- ---- ----- 0.09
0.10 47.80 143.31 0.12 ----- ----- ----- ----- ---- ----- ----- ---- 0.12
0.12 42.48 143.49 0.14 ----- ----- ----- -- ---- ----- ----- ---- 0.14
0.13 37.17 143.64 0.15 ---- ----- ----- ---- ----- ----- ----- --- 0.15
0.15 31.86 143.78 0.16 ---- ----- --- ---- ----- ----- ---- ---- 0.16
0.17 26.55 143.89 0.17 ---- ----- ---- ---- ----- ---- ---- -- 0.17
0.18 21.24 143.98 0.18 ---- ---- ---- ---- ---- ---- ----- --- 0.18
0.20 15.93 144.04 0.18 ----- ----- ----- ----- ---- ----- ----- ---- 0.18
0.22 10.62 144.08 0.19 ----- ----- ----- ----- ----- ----- ----- ---- 0.19
0.23 5.31 144.10 0.19 ----- ----- ---- ---- ----- ----- ----- ---- 0.19
0.25 0.00 144.11 < < 0.19 ---- ----- ----- ----- ----- ----- ---- ---- 0.19 <<
0.27 0.00 144.11 0.19 ---- ----- ----- ----- ----- ----- ---- --- 0.19
0.28 0.00 144.11 0.19 ----- ----- ----- ----- ----- ----- -- - 0.19
0.30 0.00 144.11 0.19 ----- _-_ _____ 0.19
0.32 0.00 144.11 0.19 ----- ----- ----- ----- ----- ----- ----- ----- 0.19
0.33 0.00 144.11 0.19 ----- ---- ----- ----- ----- ----- ---- ----- 0.19
0.35 0.00 144.11 0.19 ----- ---- ---- ----- ----- ----- ----- ----- 0.19
0.37 0.00 144.11 0.19 ----- ----- ----- ----- ----- ----- ----- ----- 0.19
0.38 0.00 144.11 0.19 ----- ----- ----- ----- --- ----- ----- ---- 0.19
0.40 0.00 144.11 0.19 ----- ---- --- ---- ----- ----- ----- ---- 0.19
0.42 0.00 144.11 0.19 ----- ----- ----- ----- ----- ----- ----- ----- 0.19
0.43 0.00 144.11 0.19 ----- ----- ----- ----- ----- ----- ----- --- 0.19
0.45 0.00 144.10 0.19 ---- ----- ----- ----- ----- ----- ----- ----- 0.19
0.47 0.00 144.10 0.19 ----- ----- ----- ----- ----- ----- ----- ---- 0.19
0.48 0.00 144.10 0.19 -- -- ----- ---- ----- ----- ----- ----- -- 0.19
0.50 0.00 144.10 0.19 -___ _-_ _____ _____ _____ 0.19
0.52 0.00 144.10 0.19 ----- ----- ---- ----- ----- ----- ----- --- 0.19
0.53 0.00 144.10 0.19 ----- --- ---- ---- ----- ----- ----- -- 0.19
0.55 0.00 144.10 0.19 0.19
0.57 0.00 144.10 0.19 ---- --- ----- ----- ----- ----- ----- -- 0.19
0.58 0.00 144.10 0.19 ---- _____ 0.19
0.60 0.00 144.10 0.19 --- -- --__ _____ 0.19
0.62 0.00 144.10 0.19 ----- ---- ---- ----- ----- ----- ----- ----- 0.19
0.63 0.00 144.10 0.19 ----- ----- ----- ----- ----- ---- ----- --- 0.19
0.65 0.00 144.10 0.19 --- ---- ----- ----- ----- ----- ----- ---- 0.19
Continues on next page...
Outflow Page 29
Hydrograph Discharge Table

Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.62 0.00 143.31 0.12 ----- -- - ---- ----- ---- ----- -- 0.12
23.63 0.00 143.31 0.12 -- -- ---- ----- -- ---- ----- ----- 0.12
23.65 0.00 143.31 0.12 --- ----- --- ----- ----- ----- ----- ----- 0.12
23.67 0.00 143.31 0.12 ---- ----- ---- ----- ----- ---- ----- ---- 0.12
23.68 0.00 143.31 0.12 ----- ----- ----- ---- ----- ---- ----- --- 0.12
23.70 0.00 143.31 0.12 ---- ----- --- --- ----- ----- ----- --- 0.12
23.72 0.00 143.31 0.12 --- ---- ---- ---- -- ----- ----- ---- 0.12
23.73 0.00 143.31 0.12 -- --- --- ---- ---- ----- ----- --- 0.12
23.75 0.00 143.31 0.12 --- _____ 0.12
23.77 0.00 143.31 0.12 - ----- --- ----- ----- ----- ----- ----- 0.12
23.78 0.00 143.30 0.12 ---- ----- ----- ---- ----- ----- ----- ---- 0.12
23.80 0.00 143.30 0.12 --- ----- ----- -- ---- ----- ----- ----- 0.12
23.82 0.00 143.30 0.12 ----- --- --- ----- ---- ---- ----- ---- 0.12
23.83 0.00 143.30 0.12 -- ----- --- ----- ----- ----- ----- ---- 0.12
23.85 0.00 143.30 0.12 0.12
23.87 0.00 143.30 0.12 - ----- ---- ----- ---- ---- ----- ---- 0.12
23.88 0.00 143.30 0.12 - --- ---- ---- --- ----- ----- ----- 0.12
23.90 0.00 143.30 0.12 ----- ---- -- --- ----- ----- ----- --- 0.12
23.92 0.00 143.30 0.12 ----- ---- ----- ---- ----- ---- ----- ---- 0.12
23.93 0.00 143.30 0.12 --- _____ _____ 0.12
23.95 0.00 143.30 0.12 -- --- ---- ----- ---- ----- ----- ----- 0.12
23.97 0.00 143.30 0.11 -- ?__ _____ _____ --- - _____ 0.11
23.98
24
00 0.00
00
0 143.30
143
30 0.11 _____ _____
0
11 ----- ---- ---- ---- ---- ----- ----- ----- 0.11
0
11
. . . . .
... End
Hydrograph Summary Report
Page 1
yd.
o. Hydrograph
type
(origin) Peak
flow
(cfs) Time
Interval
(min) Time to
peak
(min) Volume

(tuft) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(tuft) Hydrograph
description
1 Rational 71.41 1 5 32,137 - ----- ---- Inflow
2 Reservoir 0.22 1 15 15,945 1 144.52 78,324 Outflow
Proj. file: Basin Calcs.gpw --T -Return Period: 10 yr Run date: 01-25-2006
Hydraflow Hydrographs by Intelisolve
i
Hydrograph Report
Hyd. No. 1
Inflow
Hydrograph type
Storm frequency
Drainage area
Intensity
IDF Curve
= Rational
= 10 yrs
= 21.2 ac
= 7.018 in/hr
= Sample.IDF
Page 1
Hydraflow Hydrographs by Intelisolve
Peak discharge = 71.41 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 5 min
Asc/Rec limb fact = 1/2
Hydrograph Volume = 32,137 tuft
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 14.28
0.03 28.57
0.05 42.85
0.07 57.13
0.08 71.41 <<
0.10 64.27
0.12 57.13
0.13 49.99
0.15 42.85
0.17 35.71
0.18 28.57
0.20 21.42
0.22 14.28
0.23 7.14
End
Hydrograph Report
Page 1
Hydraflow Hydrographs by Intelisolve
Hyd. No. 2
Outflow
Hydrograph type = Reservoir
Storm frequency = 10 yrs
Inflow hyd. No. = 1
Max. Elevation = 144.52 ft
Peak discharge
Time interval
Reservoir name
Max. Storage
= 0.22 cfs
= 1 min
= Basin
= 78,324 cult
Storage Indication method used.
Hydrograph Discharge Table
Outflow hydrograph volume = 15,945 cult
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.03 28.57 142.71 0.00 ---- ---- ----- ----- -- ----- ----- ----- 0.00
0.05 42.85 142.85 0.02 ----- ---- ----- ----- ---- ----- ----- ----- 0.02
0.07 57.13 143.04 0.07 ----- ---_ _____ -__ _____ 0.07
0.08 71.41 << 143.29 0.11 ----- ----- ----- --- ---- ----- ---- ----- 0.11
0.10 64.27 143.56 0.14 ----- ---- ----- ----- ----- ----- ----- ----- 0.14
0.12 57.13 143.79 0.16 ---- ----- ----- ---- ----- ----- ----- ----- 0.16
0.13 49.99 144.00 0.18 ----- ---- ---- ----- ---- ---- ---- ----- 0.18
0.15 42.85 144.14 0.19 ----- ----- ----- ----- ---- ----- ---- ----- 0.19
0.17 35.71 144.26 0.20 ---- ----- ----- ----- --- ----- ----- ----- 0.20
0.18 28.57 144.35 0.20 _____ 0.20
0.20 21.42 144.43 0.21 ----- ----- ----- ----- ---- ----- ----- ----- 0.21
0.22 14.28 144.48 0.21 ----- ----- ----- ----- ----- ----- ----- ----- 0.21
0.23 7.14 144.51 0.21 ----- ---- ----- ---- ---- ---- ----- ----- 0.21
0.25 0.00 144.52 << 0.22 ----- ----- ----- ----- ----- ----- ----- ----- 0.22 <<
0.27 0.00 144.52 0.21 ----- --- --- --- --- ----- ----- ---- 0.21
0.28 0.00 144.52 0.21 -- ---- ---- ----- ---- ----- ----- ---- 0.21
0.30 0.00 144.52 0.21 ---- ----- ----- ----- ---- ---- ----- ----- 0.21
0.32 0.00 144.52 0.21 ---- ---- ----- ---- ----- ----- ----- ----- 0.21
0.33 0.00 144.52 0.21 --- ---- ----- ---- ----- ----- ----- ----- 0.21
0.35 0.00 144.52 0.21 ----- ---- ----- ----- ----- ----- ----- ---- 0.21
0.37 0.00 144.52 0.21 ---- ----- ----- ----- ---- ----- ----- ----- 0.21
0.38 0.00 144.52 0.21 ----- ----- ----- ----- ----- ----- ----- ----- 0.21
0.40 0.00 144.52 0.21 --- ---- ----- ----- ----- ---- ----- ----- 0.21
0.42 0.00 144.52 0.21 --- ----- ----- ----- -- --- ----- ----- 0.21
0.43 0.00 144.52 0.21 ----- ---- ---- ----- ---- ----- ---- ----- 0.21
0.45 0.00 144.51 0.21 ----- ----- ----- ---- ----- ----- ----- ----- 0.21
0.47 0.00 144.51 0.21 ----- ---- ---- ---- ---- ---- ----- ----- 0.21
0.48 0.00 144.51 0.21 ----- ----- ---- ----- ---- ----- ----- ----- 0.21
0.50 0.00 144.51 0.21 ----- ----- ---- ----- ---- ----- ----- ----- 0.21
0.52 0.00 144.51 0.21 ---- ---- ----- ---- ----- ----- ----- --- 0.21
0.53 0.00 144.51 0.21 --- ---- ----- ----- ---- ----- ----- ----- 0.21
0.55 0.00 144.51 0.21 ---- ----- ----- ----- ----- ---- ---- ----- 0.21
0.57 0.00 144.51 0.21 0.21
0.58 0.00 144.51 0.21 ----- _____ 0.21
0.60 0.00 144.51 0.21 ----- ---- ----- ----- --- ---- ---- ----- 0.21
0.62 0.00 144.51 0.21 ----- ----- ----- ---- --- ---- ----- --- 0.21
0.63. 0.00 144.51 0.21 ----- ---- ---- ----- ---- ---- ----- ----- 0.21
0.65 0.00 144.51 0.21 ----- ----- ----- ----- ----- ----- ----- ---- 0.21
Continues on next page...
Outflow Page 29
Hydrograph Discharge Table

Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.62 0.00 143.67 0.15 ----- _-- _____ 0.15
23.63 0.00 143.66 0.15 ____ ____ w__ _____ 0.15
23.65 0.00 143.66 0.15 0.15
23.67 0.00 143.66 0.15 ----- ----- ---- ----- ----- ----- ----- ----- 0.15
23.68 0.00 143.66 0.15 ----- ----- ----- 0.15
23.70 0.00 143.66 0.15 --- ----- -- ----- ---- ----- ----- ----- 0.15
23.72 0.00 143.66 0.15 --- ----- ---- ----- ----- ----- ----- ----- 0.15
23.73 0.00 143.66 0.15 0.15
23.75 0.00 143.66 0.15 --- --- ----- --- ----- --- ----- ---- 0.15
23.77 0.00 143.66 0.15 ----- ----- ---- ----- ---- ----- ----- ----- 0.15
23.78 0.00 143.66 0.15 ---- ---- ----- ---- ----- ----- ----- ----- 0.15
23.80 0.00 143.66 0.15 ---- ----- ---- ---- ---- ----- ----- ---- 0.15
23.82 0.00 143.66 0.15 0.15
23.83 0.00 143.66 0.15 ---- ----- ----- ----- ---- ----- ---- ----- 0.15
23.85 0.00 143.66 0.15 0.15
23.87 0.00 143.66 0.15 _____ 0.15
23.88 0.00 143.66 0.15 ----- -- =---- ----- ----- ----- ----- ----- 0.15
23.90 0.00 143.66 0.15 ----- ----- 0.15
23.92 0.00 143.65 0.15 ---- ---- --- ----- ---- ---- ----- ---- 0.15
23.93 0.00 143.65 0.15 _____ _____ 0.15
23.95 0.00 143.65 0.15 ____ _____ _____ 0.15
23.97 0.00 143.65 0.15 ----- ---- ----- --- ---- ---- ----- ----- 0.15
23.98 0.00 143.65 0.15 ----- _____ _____ _____ _____ 0.15
24.00 0.00 143.65 0.15 ---- ----- ----- ----- ---- ---- ----- ----- 0.15
...End
Hydrograph Summary Report
Page 1
Hyd.
o. Hydrograph
typo
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Volume

(cuff) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(cuft) Hydrograph
description
1 Rational 82.40 1 5 37,081 - ----- Inflow
2 Reservoir 0.23 1 15 17,328 1 144.77 83,257 Outflow
I
Proj. file: Basin Calcs.gpw Return Period: 25 yr Run date: 01-25-2006
Hydraflow Hydrographs by Intelisolve
Hydrograph Report
Page 1
HydraFlow Hydrographs by Intelisolve
Hyd. No. 1
Inflow
Hydrograph type
Storm frequency
Drainage area
Intensity
IDF Curve
= Rational
= 25 yrs
= 21.2 ac
= 8.098 in/hr
= Sample.IDF
Peak discharge = 82.40 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 5 min
Asc/Rec limb fact = 1/2
Hydrograph Volume = 37,081 cult
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 16.48
0.03 32.96
0.05 49.44
0.07 65.92
0.08 82.40 <<
0.10 74.16
0.12 65.92
0.13 57.68
0.15 49.44
0.17 41.20
0.18 32.96
0.20 24.72
0.22 16.48
0.23 8.24
End
Flydrograph Report
Page 1
Hydraflow Hydrographs by Intelisolve
19 Hyd. No. 2
Outflow
Hydrograph type = Reservoir
Storm frequency = 25 yrs
Inflow hyd. No. = 1
Max. Elevation = 144.77 ft
Peak discharge
Time interval
Reservoir name
Max. Storage
= 0.23 cfs
= 1 min
= Basin
= 83,257 cult
Storage Indication method used.
Hydrograph Discharge Table
Outflow hydrograph volume = 17,328 tuft
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.03 32.96 142.73 0.00 ---- ---- --- --- ----- ----- ----- ----- 0.00
0.05 49.44 142.8.9 0.03 ----- ----- -- -- ----- ----- ----- ---- ----- 0.03
0.07 65.92 143.11 0.09 ----- ----- ---- ---- ----- --- ---- ----- 0.09
0.08 82.40 << 143.40 0.13 ----- ---- --- --- ----- ----- ----- ----- 0.13
0.10 74.16 143.71 0.16 ----- ---- ---- ----- ----- ----- ----- ----- 0.16
0.12 65.92 143.98 0.18 ----- ----- ---- ---- ----- ----- ----- ----- 0.18
0.13 57.68 144.17 0.19 ----- ---- ----- ---- ----- ----- ----- ---- 0.19
0.15 49.44 144.33 0.20 ----- ----- ----- ---- ----- ---- ----- ---- 0.20
0.17 41.20 144.46 0.21 ----- ----- 0.21
0.18 32.96 144.57 0.22 ----- ----- --- ---- --- ---- ----- ----- 0.22
0.20 24.72 144.66 0.22 ----- ----- ----- --- ---- ----- ----- ----- 0.22
0.22 16.48 144.72 0.23 ----- ----- ---- ---- ---- ----- ----- ---- 0.23
0.23 8.24 144.76 0.23 ----- ----- --- --- ----- ----- ----- ----- 0.23
0.25 0.00 144.77 << 0.23 ----- ----- ----- ---- ----- ----- ----- ----- 0.23 <<
0.27 0.00 144.77 0.23 ----- --- - --- ----- ---- ---- ---- 0.23
0.28 0.00 144.77 0.23 ----- ---- ---- ----- --- --- ---- ----- 0.23
0.30 0.00 144.77 0.23 ----- ----- ----- --- ---- --- ----- ----- 0.23
0.32 0.00 144.77 0.23 ---- ----- ---- ---- ---- ---- ----- ----- 0.23
0.33 0.00 144.77 0.23 ---- ----- ----- ---- ----- ----- ----- ----- 0.23
0.35 0.00 144.76 0.23 ---- ---- ----- --- ---- ----- ----- ----- 0.23
0.37 0.00 144.76 0.23 -- ----- ----- --- ----- ----- ----- ----- 0.23
0.38 0.00 144.76 0.23 ----- ----- ----- ----- ----- ----- ----- ----- 0.23
0.40 0.00 144.76 0.23 ---- ----- ----- --- ---- ---- ----- ---- 0.23
0.42 0.00 144.76 0.23 ---- ----- ----- ----- ---- -- ----- ---- 0.23
0.43 0.00 144.76 0.23 ---- ----- ----- ---- ----- ----- ----- ----- 0.23
0.45 0.00 144.76 0.23 ----- ----- ----- ---- ----- ----- ----- ----- 0.23
0.47 0.00 144.76 0.23 ----- ---- ---- -- ----- ----- ----- ----- 0.23
0.48 0.00 144.76 0.23 ----- ----- ----- ----- ----- ----- ----- ----- 0.23
0.50 0.00 144.76 0.23 ----- ---- ----- - ---- --- ---- ----- 0.23
0.52 0.00 144.76 0.23 ----- --- ----- --- ---- ----- ---- ----- 0.23
0.53 0.00 144.76 0.23 ---- ---- ----- ----- ----- ----- ----- ----- 0.23
0.55 0.00 144.76 0.23 ---- ----- --- -- ---- ---- ---- ----- 0.23
0.57 0.00 144.76 0.23 --- --- ---- -- ----- ----- ----- ----- 0.23
0.58 0.00 144.75 0.23 ----- ----- ----- ---- --- ----- ----- ----- 0.23
0.60 0.00 144.75 0.23 0.23
0.62 0.00 144.75 0.23 ----- ----- ---- ---- ----- ----- ----- ----- 0.23
0.63 0.00 144.75 0.23 ----- ----- ----- -- ----- ----- ----- ----- 0.23
0.65 0.00 144.75 0.23 ----- --- --- ---- ----- ----- ----- ----- 0.23
Continues on next page...
Outflow Page 29
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.62 0.00 143.90 0.17 _____ ---- _____ _____ 0.17
23.63 0.00 143.90 0.17 ----- ----- ---- ----- ----- ----- ----- ----- 0.17
23.65 0.00 143.90 0.17 ----- ----- 0.17
23.67 0.00 143.90 0.17 --- ----- ----- ----- ----- ----- ----- ----- 0.17
23.68 0.00 143.90 0.17 --- ----- ---- ----- ----- ----- ----- ----- 0.17
23.70 0.00 143.89 0.17 ---- ----- ----- ----- ----- ----- ----- ---- 0.17
23.72 0.00 143.89 0.17 ---- ----- ----- ----- ----- ----- ----- ----- 0.17
23.73 0.00 143.89 0.17 ---- ----- ----- --- ---- ----- --- --- 0.17
23.75 0.00 143.89 0.17 ----- ----- ----- ----- ----- ----- ----- ----- 0.17
23.77 0.00 143.89 0.17 ---- ----- --- ----- ----- ----- ---- ---- 0.17
23.78 0.00 143.89 0.17 ----- ----- ---- ----- -- -- ----- ---- --- 0.17
23.80 0.00 143.89 0.17 ----- ----- ---- ----- ----- ----- ----- ----- 0.17
23.82 0.00 143.89 0.17 ---- ----- ---- ----- ---- ----- ---- ----- 0.17
23.83 0.00 143.89 0.17 ----- ----- ----- ----- ----- ----- ----- ----- 0.17
23.85 0.00 143.89 0.17 ---- ---- ---- ---- ----- ---- ---- --- 0.17
23.87 0.00 143.89 0.17 ----- --- ---- ---- --- ----- ----- ----- 0.17
23.88 0.00 143.89 0.17 --- ----- ---- ---- ----- ---- ----- ----- 0.17
23.90 0.00 143.89 0.17 ---- ----- 0.17
23.92 0.00 143.89 0.17 ----- ----- -- ---- ----- ----- ---- ----- 0.17
23.93 0.00 143.89 0.17 ---- ----- --- ----- --- ----- ----- ----- 0.17
23.95 0.00 143.88 0.17 --- ---- ---- ----- ---- ---- ----- ----- 0.17
23.97 0.00 143.88 0.17 ----- ---- ----- ----- ---- ---- ----- ----- 0.17
23.98 0.00 143.88 0.17 ----- ----- ----- --- ----- ----- ----- ----- 0.17
24.00 0.00 143.88 0.17 ----- ----- ---- ---- ----- ----- ----- ----- 0.17
... End
Hydrograph Summary Report
Pago 1
' d.
o. Hydrograph
type
(origin) Peak
flow
(cfs) Time
interval
(min) Time to
peak
(min) Volume

(cult) Inflow
hyd(s) Maximum
elevation
(ft) Maximum
storage
(tuft) Hydrograph
description
1 Rational 99.86 1 5 44,936 - ----- ----- Inflow
2 Reservoir 0.25 1 15 19,227 1 145.16 91,099 Outflow
Proj. file: Basin Calcs.gpw Return Period: 100 yr Run date: 01-25-2006
Hydraflow Hydrographs by Intelisolve
Hydrograph Report
Hyd. No. 1
Inflow
Hydrograph type
Storm frequency
Drainage area
Intensity
OF Curve
= Rational
= 100 yrs
= 21.2 ac
= 9.813 in/hr
= Sample.IDF
Page 1
Hydraflow Hydrographs by Intelisolve
Peak discharge = 99.86 cfs
Time interval = 1 min
Runoff coeff. = 0.48
Time of conc. (Tc) = 5 min
Asc/Rec limb fact = 1/2
Hydrograph Volume = 44,936 cult
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.02 19.97
0.03 39.94
0.05 59.92
0.07 79.89
0.08 99.86 <<
0.10 89.87
0.12 79.89
0.13 69.90
0.15 59.92
0.17 49.93
0.18 39.94
0.20 29.96
0.22 19.97
0.23 9.99
...End
Hydrograph Report
Page 1
Hydraflow Hydrographs by Intelisolve
L?-I
n

Hyd. No. 2
Outflow
Hydrograph type = Reservoir
Storm frequency = 100 yrs
Inflow hyd. No. = 1
Max. Elevation = 145.16 ft
Peak discharge
Time interval
Reservoir name
Max. Storage
= 0.25 cfs
= 1 min
= Basin
= 91,099 cult
Storage Indication method used.
Hydrograph Discharge Table
Outflow hydrograph volume = 19,227 tuft
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.03 39.94 142.76 0.01 ---- ----- ---- ----- ----- ----- ---- ----- 0.01
0.05 59.92 142.95 0.05 ---- ----- --- ----- ----- ----- ---- ----- 0.05
0.07 79.89 143.22 0.11 ---- ----- ---- ----- ----- ----- ----- ----- 0.11
0.08 99.86 << 143.57 0.14 ----- ----- ---- ----- ----- ----- ----- ----- 0.14
0.10 89.87 143.94 0.17 ----- ---- ----- ----- ----- ----- ----- ----- 0.17
0.12 79.89 144.21 0.19 ----- ----- ---- ----- ----- ----- ----- ---- 0.19
0.13 69.90 144.43 0.21 --- ----- ---- ---- ----- ----- ----- ---- 0.21
0.15 59.92 144.63 0.22 --- ----- ----- ----- ----- ----- ----- ---- 0.22
0.17 49.93 144.79 0.23 ---- ----- ----- ---- ----- ----- ---- ----- 0.23
0.18 39.94 144.92 0.24 ---- ----- ---- --- ---- ----- ---- ---- 0.24
0.20 29.96 145.03 0.24 ----- ----- ---- ----- ----- ----- ----- ----- 0.24
0.22 19.97 145.10 0.25 ---- ---- ----- ---- ----- ----- ----- ----- 0.25
0.23 9.99 145.15 0.25 ----- ----- ---- ----- ----- ----- ----- ----- 0.25
0.25 0.00 145.16 << 0.25 ----- ----- ----- ----- ---- ----- ----- ----- 0.25 <<
0.27 0.00 145.16 0.25 -- --- ----- ---- ----- --- ---- ----- 0.25
0.28 0.00 145.16 0.25 _____ ----- 0.25
0.30 0.00 145.16 0.25 ----- ----- ----- ---- ---- ----- ----- ----- 0.25
0.32 0.00 145.16 0.25 ----- ----- ----- ----- ---- ---- ----- ----- 0.25
0.33 0.00 145.16 0.25 ----- ----- ----- ----- ----- ----- ----- ----- 0.25
0.35 0.00 145.16 0.25 --- ---- ---- ----- ----- ----- ----- ---- 0.25
0.37 0.00 145.15 0.25 ----- ----- ----- ----- ----- ----- ---- ----- 0.25
0.38 0.00 145.15 0.25 ----- ----- ---- ---- ----- ----- ----- ----- 0.25
0.40 0.00 145.15 0.25 -___ _____ _-__ _____ _____ _____ 0.25
0.42 0.00 145.15 0.25 ---- ----- ----- ----- ----- ----- ----- ----- 0.25
0.43 0.00 145.15 0.25 ---- ---- ---- ---- ----- ----- ----- ----- 0.25
0.45 0.00 145.15 0.25 ---- ----- ----- ---- ----- ----- ----- ---- 0.25
0.47 0.00 145.15 0.25 ----- ----- ---- ----- ----- ----- ---- ---- 0.25
0.48 0.00 145.15 0.25 ---- --- ----- ----- ----- 0.25
0.50 0.00 145.15 0.25 ---- ----- ----- --- ----- ----- ---- ----- 0.25
0.52 0.00 145.15 0.25 ----- ----- ----- --- ---- ----- ---- ----- 0.25
0.53 0.00 145.15 0.25 --- ----- ---- ----- ----- ----- ----- ----- 0.25
0.55 0.00 145.15 0.25 ---- ----- ----- ----- ----- ----- ----- ---- 0.25
0.57 0.00 145.15 0.25 --- ---- ---- ----- ----- ----- ----- ----- 0.25
0.58 0.00 145.15 0.25 --- ---- ----- --- ---- ----- ----- ---- 0.25
0.60 0.00 145.14 0.25 -_- _____ ----- _____ 0.25
0.62 0.00 145.14 0.25 -- ---- ----- ----- ---- ----- --- ----- 0.25
0.63. 0.00 145.14 0.25 ---- ----- ---- ----- ---- ----- ----- ----- 0.25
0.65 0.00 145.14 0.25 --- ---- ----- --- ----- ----- ----- ----- 0.25
Continues on next page...
Outflow Page 29
0 Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
23.62 0.00 144.22 0.20 ---- ----- ----- ---- 0.20
23.63 0.00 144.22 0.20 ---- ----- ---- ---- ---- ----- ----- ---- 0.20
23.65 0.00 144.22 0.20 ---- ---- ---- ----- --- ----- ----- --- 0.20
23.67 0.00 144.22 0.20 --- ---- ---- ----- ---- ----- ----- ----- 0.20
23.68 0.00 144.22 0.20 ---- ---- ----- ----- ----- ----- ----- ----- 0.20
23.70 0.00 144.22 0.20 ----- ----- ----- ----- ---- ----- ----- ----- 0.20
23.72 0.00 144.22 0.20 ----- ---- ---- ----- ----- ----- ---- ----- 0.20
23.73 0.00 144.22 0.20 ----- ---- ---- ---- ----- ---- ---- ---- 0.20
23.75 0.00 144.22 0.19 ----- ----- ----- ----- ----- ----- ----- ----- 0.19
23.77 0.00 144.22 0.19 ---- ---- ---- ----- ---- ----- ----- --- 0.19
23.78 0.00 144.22 0.19 --- ---- ---- ----- ----- ----- ----- --- 0.19
23.80 0.00 144.21 0.19 0.19
23.82 0.00 144.21 0.19 ---- ---- ---- ----- --- ----- ----- ----- 0.19
23.83 0.00 144.21 0.19 ---- ---- ----- ----- -- ---- ----- ----- 0.19
23.85 0.00 144.21 0.19 ----- --- ---- ----- ----- ---- ----- --- 0.19
23.87 0.00 144.21 0.19 ----- ----- ----- ----- ----- ----- ----- ---- 0.19
23.88 0.00 144.21 0.19 --- ----- ---- ----- ----- ---- ----- ---- 0.19
23.90 0.00 144.21 0.19 --- -- - ----- -- -- ----- ---- ----- 0.19
23.92 0.00 144.21 0.19 ----- ---- _-__ _____ _____ 0.19
23.93 0.00 144.21 0.19 ----- ----- ----- ----- ----- ----- ---- ----- 0.19
23.95 0.00 144.21 0.19 ----- 0.19
23.97 0.00 144.21 0.19 _____ _____ 0.19
23.98 0.00 144.21 0.19 - --- ---- --- ----- ---- ----- -- 0.19
_ 24.00 0.00 144.21 0.19 ----- ----- ---- ----- ----- ----- ----- ----- 0.19
...End
Tar-Pamlico Stormater Rule 15A NCAC 28.0258
Last Modified 2/9/2006
Residential Worksheet when Footprints are not Shown
Use this worksheet when building footprints are not known to determine the acreage in each of the four categories -
transportation impervious, roof impervious, managed pervious, and wooded pervious - in the development. You
will need these acreages for both the "Export before BA1Ps" and "Export after BA1Ps" worksheets. For the
"Export after BA1Ps" worksheet, you will need to subtract the acreage occupied by BAMs from: the managed
pervious acreage produced by this worksheet. Also for the "Export after BA1Ps" worksheet, if the development
contains more than one catchment, use this worksheet for each catchment.
Project Name: Wuterstone
Date: 21212006
By: R. Parnell
Directions:
> In the two green spaces in the box below, enter the average lot size and the percent of the right-of-way that is
impervious within the development.
> In the table below, for the type of land cover listed for each column, enter acreages in the green boxes beneath.
> In the "Lot Area" column, be sure to enter acreage within lots that is protected by a conservation easement, the Tar-
Pamlico buffer rule, or wetland rules in the green box in the lower lefthand corner (enter "0" if there is none). If lots
are drawn to exclude protected lands that are part of the total development acreage, enter the acreage of those protected
lands as wooded pervious in the "Community Areas" column.
> The spreadsheet will compute all values in the light blue shaded boxes.
> NOTE: In the "Community Areas" column, you will need to ensure that the various component acreages sum to the
value in the "TOTAL" box at the top. The spreadsheet will not correct for inconsistencies. Any inconsistency between
the total value and the sum of individual acreages will carry over to column (5).
Average lot size lac (Must show building footprints if lot size < 0.13 ac.)
% impervious in right-of-way = %
I) ( () ()
TypC Otl altd Cover GotAI?A Rlglit-of Way area COInIIIUillty aCCAS hum,??O?Ut1111S

:.:.:......:.:.:..... :
:.. (ac) (2),(3) and
:
TQTA[1 K 6t,4
-
_,.. 7G.1
Tra?ispartrttion Iaipervlous 5.9 3.2 l
4
. 9.2
RaaiE lmpcrvlous 3.9 3.9
Managed pervious 53.3 5.5
((( f
I 59.2
Wnodctl hCCVIOU5 =i ? 3.8
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Piedmont of the Tar-Pamlico River Basin:
Last Modified 2/9/2006
Includes Oxtord, Henderson, Rocky Mount and Tarboro as well as rranKltn, Nasn and r,dgecome Lounttes
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Project Name: IValerslone
Date: 21212006
By: K. Varnell Checked By:
Directions (same for pre-development and post-development tables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
> Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency with
the site plans. If all of these values are not the same, there is an error that must be corrected.
> Unless drainage onto the development from offsite is diverted around or through the site, ofTsite catchment area draining in must
be included in the acreace values and treated.
is
:.:.:.:.:.:.:.:.:.:.: .
.:.:.:. .
. .
[ f'c aE baud C.pvrr ] ]? .
rra SAT 1For?ttnla verase l..... .
Galumn «r?gc E TG Gol? mn
acres OA 6: 5:31 ufTN m 1; 2 3 4 'ioP'1'P m /T . ! 2 + 3 '* G
rans]tq .: q; 19.p .kmpervioy5.. , 0.46 2.60 0.00 0.19 0.00
tZool;impc.rvious:. `..: 0.46 1.95 0.00 0.11 0.00
?11anaed pervious 0.46 1.42 0.00 0.28 0.00
(IaW andscAjicd}
"?., ?? ?.,
'• il1anagcd p?rviqus

(crppla)A 0
0.46
4.23 c
89.70
1.23
26.08

i?Tanaged pervious
-
0.46
2.04
0.00
0.62
0.00
:;{pASture};;

::.:::.::::::
Wopded pervious
0.46
0.94
12.97
0.14
1.93

> rart[an Tui erviius I
P
?
1
0.00 ..
TiY.l?pddins
102.67
Tli 1 oaQing
28.02
.
...
..........:... Ib/ r

Total'Arca afbevelopmenta:
76.10 TNEx.p Cp?tf.
L35 TP 1;xp. Cuff
0.37

Post-development:

Tnc o[ Laud CbYct ::'urea
.
..
:.:. S r1 1 ormulli : Average 1?111C column lvcrage >?1.1C Column
..
:::::::.:.:.:::::::::::: ::::::::? .
.
.... :
..:.(acres :: D;46+8.31 . .ofTN: m 11. 2 ?'3 k d ';ol'.TP rii L 2 ? 3 +: G
I ransportafion ?mpcrv;ous' 1.89 2.60 45.01 0.19 3.29
. '.RodYattipervtqus: :;...: 1.89 1.95 14.52 0.11 0.82
4-
.
.;;
Afanagcd pervious .' 1.89 1.42 159.01 0.28 31.36

?Vaote?t pervious :.. 1.89 0.95 6.75 0.14 1.00

T?racoon IMP:rvious (1)
0.17 TN':Laaditig
225.30 Tl' L.oadin
36.46

T. o a lArea Af bevclohment
76.10 I Y ?xp Coeff.
2.96 tP 1?xp Coeff

4
0.48
(lGlaclYr) : (Iblarlyc)
Note: The nutrient loading goals are 4.0 lb/ac/yr for TN and 0.4 lb/ac/yr for TP. If the post-development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post-development TN and TP loadings alter BMPs are installed.
Tar-Pamlico Stormwater Rule 15A NCAC 28 .0258
Piedmont of the Tar-Pamlico River Basin:
Last Modified 5/23/03
Includes Oxford, Henderson, Rocky Mount and'l'arboro as well as Franklin, Nash and Edgccome Counties
BMP Removal Calculation Worksheet (Automated)
Proiect Name: 11'aterstane
Date: 21212006
.-7
By: K. Varttell Checked By:
> It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoff flowing
onto the development from offsite is routed separately around or through the site, the offsite catchment area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table: Enter the catchment acreage in the top green blank. Based on a comparison of the post-development TN and TP
export coefficients you calculated above to the rule requirements of 4.0 Ib/ae/yr TN and 0.4 Ib/ac/yr TP, select BMP(s) from the list for
treating the catchment runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks. If more than one BMP is to be
used in series, the combined removal rates will be calculated automatically in the blue blanks.
> Catchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre-BMP
worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
es
"t i
g
BMP } ctDelct (IOfk: 00 25 40 NC BMP Manual
Nutrient ::::SforwWater`)'ellaiiif ; 40 35 NC BDIP Manual
sa'¢JFitt crfff 35 45 NC BAIP Manual
Removal
Rates '•ITiareteniu€€€ 35 45 NC BI11P Manual
C; AAsi Sn'?!i . € € 20 20 NC BAtP Manual
a eget,i(ed FtlterStnp w( 20 35 NC BMP Manual.
1,eJel!5preatler
nx, >?0. tcnt!Qa .........: 10 10 NC BMP Manual
Catchment 1:
Total acreage of catchment I = 3. ac
First BMP's TN removal rate = = 10 % First BMP's TP removal rate = a %
Second BMP's TN removal rate =
?? % Second BMP's TP removal rate = %
Third BMP's TN removal rate = { % Third BMP's TP removal rate = _ %
TOTAL TN REMOVAL RATE = 40 % TOTAL TP REMOVAL RATE = 35 %
E
I :::::::::::':::::::::':: :'.:'.::::: 4 ::::[ ::::: :::' S : :;'G ;::::::: :::::
I?p?at 1 And l o> cr Catrhriiertt 5111 formula l`crtil;c E111o column A?era?e JpnIC a 1 : i column
.
Arrr,i?e : 0:46 t 8.31 I,?F l .. :; 2 1 (3), (0:: ::;::: ht ` 3 6.
rapshortatton ititpctaous , 1.90 2.60 14.17 0.19 1.04

Itootimpcr<iotis : 1.90 1.95 3.81 0.11 0.22
.

111anagedpervtous 1.90 1.42 47.07 0.28 9.28

\yodded p 46"'.
.: 1 190 0.94 0.00 0.14 0.00
area taben vp by U?Ta' # 1.90 1.95 4.33 0.11 0.24
s

€ara?tton impcntaus(1)

0.17
lre-13b11.:I)\

69.38
Grc s. 11.11.

`

10.78
I oa?i(ibfyrj.= Lpad (1?> yrj'

ratal,arcaofbevclopruent
22.53 I reLI311P'Ct1
3.08 t'i e-]l l F' :[`t.
0.48

::.:::.:'Si.::::.::'.'•::

.:.:.:. :
: ' '.'.'. : .:.:
Post I3;11PT)r

163
..'POSE-B11P'LP

00
:. ........:. :. .: :.loacl(Itrhr)= laad(lb/) ri'-

POA-Qi jfj

1.35 ..
:S r01?•liN l'7l

0.31
1 t{Suct 0li ut/)Y) t rpolt (l4lac:>r=
Tar-Pamlico Stormwater Rule 15A NCAC 2B.0256
Last Modified 5/23/03
Catchnient 2:
Total acreage of catchment 2 = 4 t ac

First BMP's TN removal rate =
Second BMP's TN removal rate
Third BMP's TN removal rate = %
TOTAL TN REMOVAL RATE = 0 %

1 (2I':: (3)
.
Type of;Ls.nd,OQSet ; Catctunent $111 Fgrl
.....:...',
talitirt fmpctr'IaUS 1.84

ifiiapen9pp 1.84

a&ctt pctFious....,.... 1.84
.. ys ?..
$

)tlcilper}lous :
x
1.84
.? we
.
Mich u:P by 13iltti i 1.84
i.t D.P. r} aus:(>]....... ! 0.17
worV clonamnt?: l 48.07

Catchnient 3:
Total acreage of catchment 3 = ac
First BMP's TN removal rate = %
Second BMPs TN removal rate =
M %
Third BMP's TN removal rate = %
TOTAL TN REMOVAL RATE = 35 %
First BMP's TP removal rate = %
Second BMP's TP removal rate = ° a
Third BMP's TP removal rate = °/5
TOTAL TP REMOVAL RATE = 0 °io

2.60 26.26 0.19 1.92
1.95 9.06 0.11 0.51
1.42 95.44 0.28 18.82
0.94 6.24 0.14 0.93
1.95 0.00 0.11 0.00
re I#111k C1ti re+tlM1lh I:I>
P.

aad (jt/1 r): 137.00 ,
Li,sd iluJyr} 22.18
5t)>TNEinon
2.85 hro-li\1P Th l iiuiii
0.46
:tihic•?rj :
tst BNW I ti
137.00 # uyt U\11' C.l'
22.18
is{It/'ra:-
3 . Lvatl:(lb!}rj
...........A

. ,.. ,. , ..

2.85 1....l.... I':Et i
.:
, -•-

0.46
First BMP's TP removal rate = = %
Second BMP's TP removal rate = %
Third BMP's TP removal rate = _ %
TOTAL TP REMOVAL RATE = 45 %

TSpeof l.irt(I over, C 1ttChmcnt S 111 Formula

.; ?i\Sriig? El1f?o .otuinn 1tei-lbe LM1lI :ir olurnii
.
.
?frcaac- .
0:46t8. 'IL
ILN .
2 , 3 (

T ahspoFEatioq;Anpct~w ,.
2.27
2.60
5.02
0.19
0.37
Ma..
::Iloofimpcrroys .? 2.27 1.95 1.55 0.11 0.09
T.

:151>tnageJrervlous:.:.:.:. 2.27 1.42 11.20 0.28 2.21

?Ypq?cd?ous .. 2.27 0.94 0.00 0.14 0.00
. A

itrcaaal.en vp by D(1i1' 2.27 1.95 3.68 0.11 0.21

.....
r d?pan Impen,ous (I}

0.22
........... ti .........
... rr

21.45 :: ;:::: ;

2.87
Lotd(Iti/yr := Load (thiyt

Tprca ofDceclopcar
(tt l: m 5
.50 I'Yv- ..1 i L':part
3.90 I're UJII TI' LzEri i;
0.52
..... .
((
Post 8111' L Posi 8111"
;1T

Load':.114l''r) t 13.95 ,

d llb/yr)
U0 1.58
.... .....

....
l osf I2?th 1 P
2.54
Poat.UN1 rh Lipora
0.29
> sn?n,r!wsyrr oti?ec!;1 :
Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Last Modified 5/23/03
21
0 Peak Flow Exemption Calculation for Development
Option #1: Pre-Post Development Flow increase is less than 10% 1-year storm
Predevelopment Runoff 0 4DiV/0!
Post- Development Runoff Change % change;
Option #2: Total impervious Surface Calculation less than 15% of total project area
13.10 76.10 0.17211
Transportation PLUS Rooftop Total Project %
Impervious Impervious Impervious Acreage Impervioq
11

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MIN. I?60.
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USE Cl-A-5s 14 P-ip RAP OvM Yv1M4F-1 14t) N 9" IN DEPTH.
lr-53TO r:Es_
USE 1=1 G-uP-E 8.0[x.
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w = II'
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USE CLASS B ??PP P (>JO)Z M r-i4>=l lyC)N 61" 1h1 Dt-:;P H
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KNOWN
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VZS = 2.50 ->^PS
XN. QEQ.
I-x - 7 '
w - 5.5'
d50 ~ D.3'
USE C.LAss 1r >?iPtRAP oVER Mt2?4P1 14ON 9" IN DEPTH.
FES 1 I To FOS I z
US E F-*Ua. 8.0(0. ?-
T
?r
A q„
KNOWIQ
) 0 11 (ZcP
Qzs = 8.05 ?Fs
VZS =,4.5(0 -pps
1'Vl rN . 1? E?G1.
W = 5.5'
U56- CUSS A R I PP-AP OV02w FYI I RkiR 140N c l" /N DEPTH.
1.1
?a
>=ESIs ToFEs14

(TJ
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ro
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c?
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USe- F1Crv1zE B.OCo. 4
T
21t"9cP 8'
"" ecp q„
KN ow i'?S_
QZs =17-07 c-Fs
1126' 5. Lq 3 -p-ps
11?.nZEQ
Al
dsp = 0.3'
USE GLASS Ar ?t PiP OVA iM1?y4P1 1140M T' IN DEPTH.
??S 15 TO FES I (o
K113OWN
USE R4rv2E S. olo. LI ZN" RCP
T Q-25 = 1140
V Zs -2 (o. 07
24 ^ RAP $'
MIN. jwa.
?. L4 - 9'
II w = 5.to,
d 5o = 0.3'

USE UASS A- P-)PRAP OVER- iMIPAR ILION °!" IN D&P-111.
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w (0l
T v
T (n
0 L
cY) c)
aCY)
zW
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cc
w
H
uu
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to
?j
C
6-S r7 To FES 1 Q
KNOWN
VSO FIGU S.Olo.q 11318 P
Q25 )0. LIq G-Fs
RAP ?' Vzs = 57. 91 -pps
1819
.? IV11(? . uEQ .
71
w 5.5 ,
d so = 0.3'
USE L-;tSS pr R1P??P OV6-C' viiRAFl 140N q" ltit APT -
FE S I a -ro T 'Fs zo
USE F16rvae g.o(0. 4
3y Kcr
ND N
?z5 = ??•ta8 C43
Vzs = 12.2(0 -I:'p5
Mum . F-50.
1;x=13,
w - I(a•q
d5p = 0.3,
USE GL-k?Ss F-IFR tP cWelz mlizjllrFl IAN 9" IN PEPTH.

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KvowTN • Prp- EA = •o`-? «?
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Al I N IM L) fvl D I M EN 51 o N S=
DESICrN FLOW
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DEPTH -
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V 6Cz s-nq-T?^D
I
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hi,rrr-nNC` S-mneD ENt?+fr.c6 WitJ}?
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of SPZENCm BUSY

(?NSTi,'V?-TIGtiy SPBc_?r-?_??e?S
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?{)CON'TevC,-r A TR? 1-flw, SEcn0N Fpzr??vt -rHE Dw6'fstoN ZD $LE?1D SmooTHLl -M -rH
w1oTH A?IO DEFTH br- THE SPp DER.
5? =n>>nEDt Z?, App 'R CAt?STR?LTiGt i, mpp-oMiwr-,:;L4 SE-PD AND MULCH THE EN-T F
DISTURSSD AZOA oi- -rHE SPREADER.
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Al f!V(r"n UM D I MEN51ONS
DESICrN FLOW
EIV 1"? rtvG? W I D-R] =
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e Nv D W 1 DTH
LEr?C;i"H =
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Z?F?VSUt2E Ti-I?- THE SPvcAvm UP 1SlBveL -fH1`oU6r Hou"t ITS LENcrTH•
3)CONJS"1euur THE i?vEL SPP-EADE2 cN UNDISTUeG" 51)1L (NO-r ON RLl.)•
y 6D*S-MUC,-r A( TWA I7iC)M 56C7n ON rrRLM THE DW &9S I or -% TD BLEj jD SMOOTH L? 7a TH E
W1DT4 "D DEFTH bF THE SP)zE DE}2,
--rmoiamAT>;L`{, I}pTefz CDKSTR c-mcj,?4? "pq-oMi T eL4 SAD AND 1' uuc.H 7NE or-JIME
DI6TuR6ED AAA oi- -rHR SPR'=AD?R.

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FP-._of< n OUTLET = 35- -3
Krvov? iv • n l~EA -- 'g-k-3 a,?
Q 10 = 17" ss- s

Dent l'i FLOL,\3 = / 0 - Zo G?
EN t" rvc? VJ I D71I = f ?-
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LENGTH - Zo ?-}-
-l"R",N S ITI ct\1
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FP-orvl OUTLET
K?vo v? nt • A_pzE /? -- 6.3 $ cLc
Q10 Z. (09 G-FS
/'?) 1NIAA LIM D IMEAVS!ON5 =
DESICrN FLDW = U - ?v Grp
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UNCq V
OUTLET V /? W
!N?i'YU;r1
fArtrT1NCs S-RIPLED EN ,,tics ???cst}{ i
?? ?TX?? ?rrrw,+l.
K;v
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or-
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3) CoNS-reuc,T THE t_avEl_ SP1?ERDEIz cN UNDIS-rUee6D SoiL (NoT oN Fl LL.).
L{?CONS_Muc-t !}TI NS1TIOt,1 SF,G7)oN F ?I'1'THE Dr1EY-slonl To $L T. D SMOOTHLY 70 THE
WIDTH AtJD DEPTFA bF THE sPPEADEP.
5? SMrrlED1 A7EL?{, f}FTiEq_ coHSTRV c,-n ? "MoMi R7uL4 SEED AND MIJ Lc-H TN E ENTi ctE
DISTURSSD AAA oP -n4g SP?ADER.

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LEVE-L SFP- EPDEP,
FP-om OUTLET qo ` 3S
KrvowN : 4p-e-A = I . So ac
MINIMUM DIMENSIONS
DESIG-IV FLOW
6jVI"FZ?NGL W I DTI =
DEPTH -
e Nv D \,,V 1 D7H
LENC;'t'H -
b'G.'T cTr; T C"?
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o F sF z6Att?- $ UQ`?
E
??NS'jL'U?-TI GYM St?ECiLE3Lt?TtfaNS
1) F18EI'CL-N55 Yti1Pr1'TINCT, 1-1.0' IVIDa , SKOULd 07,-rUND b" OVE'r` THE LSVEL LIP FAN'
SEBUP-16D &" DE5? PrT -1VE tzwol-GUIs,
Z) F?vsUv-P- -M);-`r -Me SPREADER UP 1SLEVBL -n} iZvuciHoUT rr? Lescr-rH•
3) CON5?1euLT THE L??vGL SP71EPiDEVI GN UNDISTUP-El D S01L (NoT ON F1LI.)•
?{)CpNS-tp?JG-f ArTRANSIT)wJ 15EG7)oN ?R?n'1THEPrIERSlo?1 Tb $L>?r10SMooTHLj -M TH
WIDTH AtM DEF-TA
(5? THE SPREf1DEj2.
5)XmrnamATEL`{, f3•FT>?r coKSTRV c.-n ar z, f*?P?oPQF ri rGL? SEEP AND 1MU Lc.H -m E7 orJ-Ti cL
PISTURC>GD AAA oP THE SPi .ADER.
LEVEL
Fp--oivi T T
r ?to •r' (Q.o2. c-Fs
0
MINIMUM D I MENSIoNS =
?' 17ESICr1V FLoI,U = V - (b c-?a
•? U
E311?"?TIVG? W I D7?i = ? o .r '?'
DEPTH = o.S f t'
w E N D W I DT'H - 3 Tf
LENG-'E"H - (o ?-?-
(- -j?zAN51"TI GN1
O C:c;z}Dv
VC-C, L?-T?"D 7Z) ?? .
PC 1) 1 vG?s10 N `
i? ? - " SLOPE
OUTL?' W \/ R
MINlt'YU,i1
??iFt"fT1NCT $T1?PLcD E'M>t ?rrsc? W?tss}? i
o? sF w?C?R- BUQ`?
1) k 18E u?55 Y11t}'TTIN?, 'y e-4. -i
?ONS7?yc.-rIGN Sp>rG?c,?-rto?vS
BE BUP-t ED (p„ DEEP PTT TrJE5 tow6v- GZ%GE,
Z) Ervsvee Tf1WT -M5 SPREAD UP 1S V8L '1}-1Q0u6rNotrr ,rte Lewc- .
3) (-oNSTQ-u LT -FHE 1-61JEL SP?-EADEQ. CN UND?STUP- oD So)L CNwr oN FI LL)•
q)CoNSTmucT 4TPFsNSiTioN SEcnoN rRLmTHEp1\fEtZStor`1 Tb SL -a SrnooTHL? -m
THE
WIDTH Atm DEilTIA GF THE SQRC's?DEX2.
E) 2Al nED1ATELy, APTSIZ Cc?rrSTRUf,-(? k?PRoPt~?r Lit SG--PD AND MULCH THE ENTICLE
P16TURZ>SD AZEA OP -n4E SPRERAD?ER.
I Area Disturbed = o . `f 3 Acres
Runoff Area Acres
Q2=C X I x A =.S5 x S.(ox .L(3
o.(8q cfs
Basin Volume Calculation:
Volume of Sediment=( o. L(3 Ac.) x (1800 cf sed./year) x (1 year)
_ _-7 --? q_ cf
Assume Z. ( foot of basin depth, therefore area of the pit G_ Square Feet
Try wide) x ( 2--7 long) x ( Z . ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= D.?,) q x 0.01 x 43560 SF/AC
(n(p SF
= 7 9S- 7 Cr, CU Surface Area - otC
Use ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Velocity Check:
QP= I. Iq cfs; Q = CLH32; H = [Q/CL)m
_ [ (2.68)( )lam
d, ZZ feet
® Velocity Check ( , I )/(?_ ) ( b,ZZ) = v fps, OK f ?K?

2 Area Disturbed = o . L(3 Acres
Runoff Area = 0,14-S Acres
Q2 = C X I x A=. x S•U x •143
= C). %q cfs
Basin Volume Calculation:
Volume of Sediment = ( b • `-{ 3 Ac.) x (1800 cf sed./year) x (1 year)
= -? ? L( cf
Assume Z. ( foot of basin depth, therefore area of the pit -? (,,,' Square Feet
Try ( wide) x ( 2--? long) x ( Z. ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
D•S`{ x 0.01 x 43560 SF/AC
3 (o (Q SF
3? S -z?(a LP Surface Area - btc
Use ( wide) x ( long) x ( foot deep) Sediment Basin
= Surface Area -
Weir Design and Velocity Check:
QV= I- (q cfs; Q = CLHW; H = [Q/CL]23
=[_ (. (H' /(2.68)( )]213
= o. ZZ feet
Velocity Check ( . (`? )1( ?-( ) ( G. ZZ ) _ ?. 3 v fps, OK?SKv
.? Area Disturbed = 0.3? Acres
Runoff Area Acres
Q2 = C X I x A =.S5- x s. ca x Z. (vS
= s,1 cfs
Basin Volume Calculation:
Volume of Sediment = ( o . 3-7 Ac.) x (1800 cf sed./year) x (1 year)
= (a (Q (o cf
Assume Z. 0 foot of basin depth, therefore area of the pit 9 1 -?_ Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= _ S, Ii x 0.01 x 43560 SF/AC
= 2-2-W ( SF
Surface Area -
Use ( ? wide) x ( (a'7 long) x ( Z foot deep) Sediment Basin
x,2'7 Surface Area - C) V-'
Weir Desiqn and Velocity Check:
Q?? . OS- cfs; Q = CLHM; H = [Q/CL]23
= [ 7.05 / (2.68)( '8 )]23
0. feet
Velocity Check ( ?.05 )/( g ) ( O.`f ) _ fps, OK ? St`?
Area Disturbed = o.2-3 Acres
® Runoff Area = 1. S (P Acres
Q2=C X I xA =.Kxs,cPx (.5CP
3. o G cfs
Basin Volume Calculation:
Volume of Sediment=( o. 23 Ac.) x (1800 cf sed./year) x (1 year)

C
Assume Z foot of basin depth, therefore area of the pit Z o 7 Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= 3. atP x 0.01 x 43560 SF/AC
= 13, --z, 7; S F
Surface Area -
Use ( zLo wide) x ( 5-z- long) x ( 2 foot deep) Sediment Basin
_ (SS-z- ( 3 3 3 Surface Area - c> v-
C.
Weir Design and Velocity Check:
Q;,= . (S-- cfs; Q = CLH32; H = [Q/CL]23
_ [ . IS— / (2.68)( C? )]
0.14 feet
Velocity Check 4 ( `?.(?)1( G ) ( b, ) _ , (o fps, OK V T c.?
Area Disturbed= d . Acres
Runoff Area = b . `-f ( Acres
Q2 = C X I x A 35 x 5'.to x d.,( f
0.90 cfs
Basin Volume Calculation:
Volume of Sediment=( .qf Ac.) x (1800 cf sed./year) x (1 year)
_ -7 319 cf
11
Assume 2-1 foot of basin depth, therefore area of the pit S S-1 Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= O.So x 0.01 x 43560 SF/AC
= -4,48) SF
Surface Area -
Use ( 17;_ wide) x ( IQ long) x ( Z. I foot deep) Sediment Basin
3511 ? 3S Surface Area - o
Weir Design and Velocity Check:
Q:c:= . 09 . cfs; Q = CLH3?2; H = [Q/CL]23
_ [ 1.0'7 / (2.68)(? )]213

= O. ZZ feet
Velocity Check ( I . o )/( ?_) ( b .2Z ) = 1, Z`f fps, OK f ?k?
7 Area Disturbed = D • z7 Acres
® Runoff Area = D • 21 Acres
Q2 = C X I X A= .3S x S.(r, x o.7- 7
b.S3 cfs
Basin Volume Calculation:
Volume of Sediment=( C D.2_7 Ac.) x (1800 cf sed./year) x (1 year)
q $ cp cf
Assume Z ( foot of basin depth, therefore area of the pit Z 3 Square Feet
Try ( I(_ wide) x ( Z( long) x ( 2.1 foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
® = o. s x 0.01 x 43560SF
?,,? /AC
Z31 SF
= Z3 I Z9 I Surface Area - o (,,--
Use ( wide) x ( long) x ( foot deep) Sediment Basin
= Surface Area -
Weir Design and Velocity Check:
QI, = b 7 Z cfs; Q = CLHM; H = [Q/CL]m
=[ O." 7Z / (2.68)( )]213
0. 1-7 feet
® Velocity Check ( .7Z)/( 0 Co fps, OK 4 S K-V

g Area Disturbed = 0.29 Acres
Runoff Area Acres
Q2=CxIxA=.W x S: _x o.2
= 015- 7 cfs
Basin Volume Calculation:
Volume of Sediment = ( o .2-41- Ac.) x (1800 cf sed./year) x (1 year)
= sr ZZ cf
Assume 2. ( foot of basin depth, therefore area of the pit 2,119 Square Feet
Try ( l ( wide) x ( Z3 long) x ( Z. ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
x 0.01 x 43560 SF/AC
= 2.qq SF
= Z S 3 Z `(9 Surface Area - o(,--
Use ( wide) x ( long) x ( foot deep) Sediment Basin
= Surface Area -
Weir Design and Veloci Check:
QP= D . _? 7 cfs; Q = CLH&2; H = [Q/CL]23
0 . / (2.68)( )]213
n . 17 feet
Velocity Check ( ?? )I( ?{ ) ( , ( ) _ 3 fps, OK J V (L
10,
Area Disturbed = o
Acres
Runoff Area = Q.
i Acres
Q2 = C X I X A=, ma x ?.? x o,'72
= f• qq cfs
Basin Volume Calculation:
Volume of Sediment=( o.TT Ac.) x (1800 cf sed./year) x (1 year)
_ 179 2- cf
Assume 2. foot of basin depth, therefore area of the pit e'y 9 Square Feet
Try ( Q wide) x ( !? ( long) x ( Z. foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
x 0.01 x 43560 SF/AC
_ $4S SF
Surface Area -
Use ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Velocity Check:
Qo= Z. (& 3 cfs; Q = CLH312; H = [Q/CL]M
Z- (93 / (2.68)( )]213
0. L4 o feet
Velocity Check -? ( Z-Cp3)I( ) ( o . qo ) _ $ fps, OK ? s ? L?

?Q = Area Disturbed = 0.2 q Acres
Runoff Area = o . 2- Acres
Q2 = C X I x A=.35'x S,(o x, 7-q
o . q -7 cfs
Basin Volume Calculation:
Volume of Sediment = O. 2.-1 Ac.) x (1800 cf sed./year) x (1 year)
q 3Z cf
Assume Z.1 foot of basin depth, therefore area of the pit nGo Square Feet
Try ( I o wide) x (-( long) x (_ Z• ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= b. L(7 x 0.01 x 43560 SF/AC
= ZoS SF
Z(0 7 Zo(P Surface Area -
Use ( wide) x ( long) x ( foot deep) Sediment Basin
= Surface Area -
Weir Design and Velocity Check:
Q;d- D . (a cfs; Q = CLH3Q; H = [Q/CL]m
= [ O. (a / (2.68)( ))ara
= o feet
Velocity Check ( D.(o )/( ) (O c? ) _ (0 7 fps, OK V rKv

I0 Area Disturbed O. (? S Acres
Runoff Area = I So Acres
Q2=CxIxA=,35- x S.foxl.So
2 • t cfs
Basin Volume Calculation:
Volume of Sediment = ( 0. (o5- Ac.) x (1800 cf sed./year) x (1 year)
= It "7o cf
Assume _- foot of basin depth, therefore area of the pit !5-85- Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
Z•-t `/ x 0.01 x 43560 SF/AC
= I Z8 l SF
Surface Area -
Use ( 7-U wide) x ( 5-0 long) x ( Z foot deep) Sediment Basin
=1360 7 c Z o l Surface Area - OK-
Weir Design and Velocity Check:
QtD= cfs; Q = CLH3r2; H = [Q/CL]23
3.R9 / (2.68)( Ca )]23
.3 feet
Velocity Check ( )!(?) ( 0.3 ) _ . 7 fps, OK f 7l,?
M
T Z- F Area Disturbed O. 8 4 Acres
Runoff Area = _? . l 3 Acres
Q2 = C X I X A= .3S x S'•tp x 3.(_3
(0, ( 3 cfs
Basin Volume Calculation:
Volume of Sediment=( O.8 Ac.) x (1800 cf sed./year) x (1 year)
_ (S(Z cf
Assume 2 foot of basin depth, therefore area of the pit 7S(P Square Feet
Try ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
0 i??, ( x 0.01 x 43560 SF/AC
Zte 7 a S F
Surface Area -
Use ( 3-7 wide) x long) x ( Z foot deep) Sediment Basin
= Z7o t 7 zto?6 Surface Area - o(1/--
Weir Desiqn and Velocity Check:
Qom= S • 3 ? cfs; Q = CLH3?2; H = [Q/CL]2/3
_ [ S-33 / (2.68)( 9 )]Z'3
o. feet
Velocity Check 4 ( `x•33 )/(?) ( ) _ (. 8 fps, OK,/ S??
a
Area Disturbed 0.39 Acres
is Runoff Area = 0.3 o Acres
Q2=C X I x A =.35- x.(x o.
-] ?;- cfs

Basin Volume Calculation:
Volume of Sediment = ( o .3S Ac.) x (1800 cf sed./year) x (1 year)
= Cos `-F cf
Assume Z. I foot of basin depth, therefore area of the pit 3Zto Square Feet
Try ( (3 wide) x ( 2(p long) x ( 2. ( foot deep) Sediment Basin
Surface Area Calculation:
Surface Area (SF) = Q2 x 0.01 x 43560 SF/AC
= .-N- x 0.01 x 43560 SF/AC
= 32-) SF
3 Z-) Surface Area - 'r? LI
Use ( wide) x ( long) x ( foot deep) Sediment Basin
Surface Area -
Weir Design and Velocity Check:
Qgv- o cfs; Q = CLH3?2; H = [Q/CL]"
=[ (,Of / (2.68)( ))2r3
o-2-1 feet
® Velocity Check 4 ( 1?o L)/( _?) ( a. Z( ) = 1. Zo fps, OK V z k:?O

Project Name: Waterstone
Project No. DWQ 06-0229
SUBMITTED DESIGN. 1 REQUIRED DESIGN:
3/14/2006
elevations

Permanent Pool (ft) 142.7
Temporary Pool (ft) 146.5 3.8 ft. depth ok
areas
Permanent Pool SA (sq ft) 13100 8430 sq. ft. ok
Drainage Area (ac) 22.53
Impervious Area (ac) 3.83 17.0 % -
Forebay (ft2) 1976 15.083969 % ok
High Marsh (ft2) 4515 34.5 % ok
Low Marsh (ft2) 4641 35.4 % ok
Micropool (ft2) 1968 15.022901 % ok
100 %
volumes
Temporary Pool (cu ft) 81784 16602 cu. ft. ok
other parameters
SA/DA 0.7 0.86 -
Orifice Diameter (in) 2.5 0.23 cfs drawdown -
Design Rainfall (in) 1 4.2 day drawdown ok
Linear Interpolation of Correct SAIDA * **
0 ft. Permanent Pool Depth
% Impervious SA/DA from Table
Next Lowest 20 0.97
Project Impervious 17.0 0.86
Next Highest 30 1.34

Project No. DWQ Waterstone
Project Name: 06-0229
SUBMITTED DESIGN: 2
3/14/2006
elevations
Permanent Pool (ft) 174
Temporary Pool (ft) 174.5
areas
Permanent Pool SA (sq ft) 2584,5
Drainage Area (ac) 3.5
Impervious Area (ac) 0.68
Rational C 0.35
Precipitation (in) 0.05
volumes
REQUIRED DESIGN:
0.5 ft. depth ok
267 sq. ft. ok
ac
19.4 % impervious
no sand underdrain
Inlet Velocity 0.39 0 fps ok
Inlet Flow Depth 0.03 in
Depth to Ground Maw 8 6 ft
Planting Soil Infiltration 2.14 0.52 in/hr ok
In-Situ Soil Infiltration 4.64 0.00 in/hr ok

1 0 2 2 0
DWQ Project No.
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET) WETLAND WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name:
Contact Person:
(,-(Z .7 0 ft (elevation of the orifice invert out)
I c4Lo "'S v ft (elevation of the outlet structure invert in)
For projects with multiple basins, specify which basin this worksheet applies to:
Permanent Pool Elevation
Temporary Pool Elevation
Permanent Pool Surface Area
Drainage Area
Impervious Area
Forebay Surface Area
Marsh 0"-9" Surface Area
Marsh 9"-18" Surface Area
Micro Pool Surface Area
Temporary Pool Volume
SAIDA used
Diameter of Orifice
II. REQUIRED ITEMS CHECKLIST
1 3 d sq. fL
_Z ac.
3 • `? 3 ac.
(q1(n sq. ft
t(S' I S sq. ft
Lf (o 14 ( sq. ft.
19(49 sq. ft
Phone Number: (? SL) L(S•,q- 8 (9 (o
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)'
(at permanent pool elevation approximately 35%)"
(at permanent pool elevation approximately 35%)"
(at permanent pool elevation approximately 15%)'
91 1 Ix -7 914 cu. ft (volume detained on top of the permanent pool)
O.7 O (surface area to drainage area ratio)'
Z. s in. (draw down orifice diameter)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
-J I' ? The temporary pool controls runoff from the 1 inch rain.
,5C4-/ The basin side slopes are no steeper than 3:1.
n V V A planting plan for the marsh areas with plant species and densities is provided.
7t?? Vegetation above the permanent pool elevation is specified.
V_V An emergency drain is provided to drain the basin.
-5 'G V The temporary pool draws down in 2 to 5 days.
7(C? Sediment storage is provided in the permanent pool.
-I K? A sediment disposal area is provided.
_:T IGV Access is provided for maintenance.
-J (CV A site specific, signed and notarized operation and maintenance agreement is provided.
?KV The drainage area (including any offsite area) is delineated on a site plan.
:J G ? Access is provided for maintenance.
4V Plan details for the wetland are provided.
: k? Plan details for the inlet and outlet are provided.
tf r ? A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o. ehnr. state.nc. us/ncwetlands/oandm.doc).
Pocket Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormwater BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
L:J
FEB 1 3 2006
tt?L4 DSgNp T0,1,, Wj AL
TER /TAh'0ry
DWQ Project No.
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: W ?cc1Z &:m Al E
Contact Person: 1? F v i ,?? V?r2?(??? Phone Number: (252) 459- R 11T (o
For projects with multiple basins, specify which basin this worksheet applies to: R?6 eF-r /.n V A sT o F- / sAeGe-cam en,
Permanent Pool Elevation l '74 ft.
Temporary Pool Elevation 17q. S ft.
Bioretention Surface Area 2-5 y? sq. ft.
Drainage Area 3. S ac.
Impervious Area n , Co 9 ac.
Rational C Coefficient o. 3s
Size % S %
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(either 5% in w/sand under drain or 7% in w/o
Inlet Velocity D. &2 fps
Inlet flow depth 0.0 3 in
Depth to Ground Water 9-0 ft.
Planting Soil Infiltration Rate ^- :Z. /L( in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate 4, lay/ in./hr. (the soil layer below 4 feet or below the sand bed)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
Irv No vertical sand bed is proposed
?I:? The bioretention area is at least 40 feet by 15 feet.
?lGV Sheet flow is provided at inlet.
?V Water table depth is greater than 6 feet.
T(ZV Minimum of 6" ponding is provided.
7 L V The ponded area will draw down in less than 4 days.
-::r (C V Planting soil infiltration rate is greater than 0.52 in/hr.
--Tyv The in-situ soil infiltration rate is greater than 0.2 in/hr.
,:T 4V A planting plan with species and densities is provided.
Mulch layer is specified in plans.
r/ Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
??V An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
03/13/2006 00:34 12524593196 STOCKS ENGINEERING PAGE 01/04
STOCKS ENGINEERING, P.A.
FACSIMILE TRANSMITTAL SHEET.
TO: FROM: ?? V r r
FA gtll) --) :z 3 " Cog 13 --- DATE: gI f 13N/ 6 '^1
CO?IPANY: TOTAL N21F PAGY?S INCLUDING COVER:
SENDER'S It'EFERENCE NU5113k;R.
RE:
w? j9 7-S ?C T?il b ?r A? FWDfn( T
Ll{.Y ¦ lllll
? URGENT ? F0F REVIEW' C? AS SJISCUSSE0 ? PLEASE REPLY ? PLEASE REUCLE
NOTES/COMME• NTS
S Av-k r

'+j-rye tc & rLSr .
?/ F, L" (.,L[
J. MICHAEL STOCKS, P£ ' STOCKS ENGI::EERING, P.A. • PO BOX 1108 • NASHVILLE,NC
PHONE: [phone] " FAX: [phone] • MOBILE! 252-903.6891
MSTOGhS?j5TOG1?5ENGINEERI`JG.C05t
PAUL D. SMITH, FE • STOCKS ]ENGINEERING, P.A. " 229 N. ARENDELL AVENUE' ZFBULON, NC
PH0NE: v1v.269.0009 1 FAX: [phone] • MOBILE: [phone]
PSNIITHpSTOCKSENGINEERING.CO,%t
MAR-13-2006 NON 12:23 TEL:[phone] NAME:DWQ-WETLANDS P.1
i
03/13/2006 00:34 12524598196 STOCKS ENGINEERING PAGE 02/04
,>? oa7-NORTH CAROLINA STORM WATER FACILITY OPERATION
MASH COUNTY AND MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 27day of January, 2006, by and between Villas
@ Windchase, LLC, and Nash County, a North Carolina municipal corporation(the "County");
WI TNESSETH:
WHEREAS, the County has adopted certain storm water management regulations applicable to
the property of Permittee located in Nash County, North Carolina, and more particularly described In
Book 2164, Page 165, Nash County Registry (the "Property); and
WHEREAS, such regulations require the Permittee to operate and maintain an engineered storm
water control facility as part of the development of the Property; and
WHEREAS, Permittee has constructed a private on-site engineered storm water control facility
(the "Facility") to satisfy the requirements of such regulations, the boundaries of such Facility being
describe in Appendix 1 attached hereto and incorporated herein by reference; and
WHEREAS, a separate deed vesting title to the real estate on which the Facility is located in
Permittee has been recorded in the Nash County Registry; and
WHEREAS, as a condition of the development of the Property, Permittee is required to enter into
an operation and maintenance agreement providing for the continued operation and maintenance of the
Facility.
NOW, THEREFORE, for and in consideration of the premises and the approval by the County of
the development activities on the Property, the Permittee does hereby covenant and agree with the
County that the Facility shall be hold, operated, maintained, and encumbered pursuant to the covenants
and conditions hereinafter set forth;
1. No conveyance of Facility without New Agreement. Permittee covenants and agrees that it will
not convey, transfer, assign, lease, or otherwise release or relinquish ownership or control of the
Futility, in whole or in part, unless and until the proposed new owner of the Facility, or any
interest therein, has entered into a Storm Water Facility Operation and Maintenance Agreement
with the County containing substantially the same terms and conditions as this Agreement, and a
copy thereof has been recorded in the Nash County Register of Deed's Office.
2. Operation and Maintenance Plan. Permittee has prepared and submitted to the County an
Operation and Maintenance Plan for the Facility which has been approved by the County.
Permittee shall operate, maintain, repair, and, if necessary, reconstruct the Facility in accordance
with the Operation and Maintenance Plan.
3. Inspection and Maintenance of Facility. In addition to the maintenance provided for in the
Operation and Maintenance Plan, Permittee shall undertake and provide the following inspection,
repair, and maintenance of the Facility:
a. Grassing around the Facility shall be maintained to prevent the erosion of these areas. The
areas shall be periodically mowed to maintain the aesthetic quality of the site and to prevent
a reduction in capacity of the stormwater system. Grass should to exceed a height of 15
inches. All eroded areas shall be repaired.
b. Open ditches shall be kept free of undesirable growth and mowed or maintained to the
design cross-section and area as shown on the construction plans approved by the County
Engineer and on file in the office of the County Engineer. Growth on the slopes and bottom
should not exceed a height of 8 inches.
c. Landscaping of the area around the Facility shall not reduce the capacity or hinder operation
and maintenance of the Facility. Landscaping shall be maintained to ensure that landscape
materials live and prosper. Re-vegetation of areas may be required by the City Engineer.
d. The Facility shall be routinely checked as directed by the County Engineer for, and cleared
of, all accumulation of debris and the Facility's outlet structure cleared of any blockage that is
present.
e. Storm drainage pipes and culverts shall be periodically inspected on a schedule established
by the County Engineer for debris and sand build-up. T hey shall be cleaned as necessary to
provide for the free conveyance of stormwater as designed.
MAR-13-2006 HON 12:23 TEL:[phone] NAME:DWO-WETLANDS P.' 2
03/13/2006 00:34 12524598196 STOCKS ENGINEERING PAGE 03/04
f. The Facility shall be maintained at the design depth as shown on the construction plans
approved by the County Engineer and on file in the office of the County Engineer. The pond
shall be inspected and maintained by the Permittee on a regular basis. Debris and
sedimentation shall be removed by the Permittee when:
1. The primary outlet capacity is impaired and/or,
2. The depth of the Facility has been reduced by more than one foot from the original depth
or the Facility volume is reduced by 20% of the design impoundment volume. Sediment
bays and forebays shall be kept clean of any sediment
g. The Facility shall be maintained in a manner to control insects, odors and algae as
determined necessary by the County Engineer.
h. Any fencing or other security measures shall be maintained in good condition. If no fencing
or security measures are included with the original construction, they shall be added at the
Permittee's expense at such time as the County Engineer determines that unauthorized
persons are disturbing the Facility and that security measures will help prevent such
unauthorized activity.
4. Right of Inspection by County. The Permittee hereby grants the County the right, privilege and
easement over and cross the Property lying between any public street or right of way and the Facility
for the purpose of inspecting, correcting, repairing, replacing or maintaining the Facility as provided in
this Agreement This right, privilege and easement is appurtenant to and shall run with the Property.
5. Remedies for Violations of this Agreement.
a. If the Permittee shall fail to maintain or repair the Facility as set forth herein, or otherwise violates
this Agreement, the city may order the Permittee to undertake the necessary repair or
maintenance or to correct such violation. If the Permittee shall fail to comply with such order
within thirty (30) days from the date thereof, the County may enter the Property and perform all
necessary work to place the Facility in proper working condition. The full cost of performing the
work shall be a lien on the property as provided in G.S. 160A-193.
b. The County shall have the right to bring an action and recover sums due, damages, seek
injunctive relief, and/or such other and further relief as may be just and appropriate.
c. The remedies provided by this paragraph are cumulative; and are in addition to any other
remedies provided by law.
6. No Waiver of Breach. In the event of a breach of any term of this Agreement, any delay or failure on
the part of the County to exercise any rights, powers, or remedies herein provided shall not be
construed as a waiver thereof or acquiescence of such breach or any future breach.
7. Amendments. This Agreement may be amended, revised or modified only by a written document
signed by the parties.
8. Binding Effect. The conditions and restrictions set forth herein with regard to the Facility shall run
with the land and shall bind the Permittee and its successors and assigns and all parties claiming by,
through, or under them shall be taken to hold, agree, and covenant with the County, with its
successors and assigns, and with each of them to conform to and observe said conditions and
restrictions. The County shall be deemed a beneficiary of the conditions and restrictions set forth
herein and such conditions and restrictions shall run with the land in favor of the County.
9. WarrantiPS of Title. The Permittee covenants and warrants that it is lawfully seized and possess of
the Facility and real estate described in Appendix 1, that it has good right and lawful authority to enter
into this Agreement for the purposes herein expressed, and that no consent or waiver by the holder of
any mortgage, deed of trust, or other securit i instrument, or any other person, firm, or corporation is
required prior to entering into this Agreement.
10. Interpretation. Use of the masculine gender Herein includes the feminine and neuter, and the singular
number used herein shall equally include the plural. The captions preceding the various provisions of
this Agreement are for the convenience of reference only, and shall not be used as an aid in
interpretation or construction of this Agreement.
11. Severabilit . Invalidation of any one of these; covenants or conditions by judgement or order of any
court shall in no way affect any of the other provisions, which shall remain in full force and effect
z
MAR-13-2006 MON 12:24 TEL:[phone] NAME:DWO-WETLANDS P.! 3
i
03/13/2006 00:34 12524598196 STOCKS ENGINEERING PAGE 04/04
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this the day and year
first above written.
Vill s Windch C
David Smith `
844 Country Club Road
Rocky Mount, NC 27804
STATE OF NORTH AROLINA
COUNTY OF S1
a notary public in and for said county and
state, certify that rGt U%c]l ?i'7? C personally appeared
before me this date, stated that he or she is (7 c? Fy
of u/ 4'o C? 1'J `.-N d C'A G _ and acknowledged the execution of the
foregoing instrument with the .11(RSH Covxf-r Y , on behalf of said
V'.l1rn0 [;J?r10lG?G >?
This the day of 0017W.j-61 20C&.
Notary Public
My Commission Expires

Notwy Pl-?llc, North Con4m
Countyt?NAtf
MAR-13-2006 HON 12:24 TEL:[phone] NAME:DWO-WETLANDS P 4
y .?
- n r) NORTH CAROLINA BIORETENTION FACILITY OPERATION
NASH COUNTY AND MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 27day of January, 2006, by and between Villas
@ Windchase, LLC, and Nash County, a North Carolina municipal corporation(the "County");
WITNESSETH:
WHEREAS, the County has adopted certain storm water management regulations applicable to
the property of Permittee located in Nash County, North Carolina, and more particularly described In
Book 2164, Page 165, Nash County Registry (the "Property); and
WHEREAS, such regulations require the Permittee to operate and maintain an engineered storm
water control facility as part of the development of the Property; and
WHEREAS, Permittee has constructed a private on-site engineered storm water control facility
(the "Facility") to satisfy the requirements of such regulations, the boundaries of such Facility being
describe in Appendix 1 attached hereto and incorporated herein by reference; and
WHEREAS, a separate deed vesting title to the real estate on which the Facility is located in
Permittee has been recorded in the Nash County Registry; and
WHEREAS, as a condition of the development of the Property, Permittee is required to enter into
an operation and maintenance agreement providing for the continued operation and maintenance of the
Facility.
NOW, THEREFORE, for and in consideration of the premises and the approval by the County of
the development activities on the Property, the Permittee does hereby covenant and agree with the
County that the Facility shall be held, operated, maintained, and encumbered pursuant to the covenants
and conditions hereinafter set forth;
1. No conveyance of Facility without New Agreement. Permittee covenants and agrees that it will
not convey, transfer, assign, lease, or otherwise release or relinquish ownership or control of the
Facility, in whole or in part, unless and until the proposed new owner of the Facility, or any
interest therein, has entered into a Bioretention Facility Operation and Maintenance Agreement
with the County containing substantially the same terms and conditions as this Agreement, and a
copy thereof has been recorded in the Nash County Register of Deed's Office.
2. Operation and Maintenance Plan. Permittee has prepared and submitted to the County an
Operation and Maintenance Plan for the Facility which has been approved by the County.
Permittee shall operate, maintain, repair, and, if necessary, reconstruct the Facility in accordance
with the Operation and Maintenance Plan.
3. Inspection and Maintenance of Facility. In addition to the maintenance provided for in the
Operation and Maintenance Plan, Permittee shall undertake and provide.the following inspection,
repair, and maintenance of the Facility:
a. Grassing around the Facility shall be maintained to prevent the erosion of these areas. The
areas shall be periodically mowed to maintain the aesthetic quality of the site and to prevent
a reduction in capacity of the stormwater system. Grass should to exceed a height of 15
inches. All eroded areas shall be repaired.
b. Open ditches shall be kept free of undesirable growth and mowed or maintained to the
design cross-section and area as shown on the construction plans approved by the County
Engineer and on file in the office of the County Engineer. Growth on the slopes and bottom
should not exceed a height of 8 inches.
c. Landscaping of the area around the Facility shall not reduce the capacity or hinder operation
and maintenance of the Facility. Landscaping shall be maintained to ensure that landscape
materials live and prosper. Re-vegetation of areas may be required by the City Engineer.
d. The Facility shall be routinely checked as directed by the County Engineer for, and cleared
of, all accumulation of debris and the Facility's outlet structure cleared of any blockage that is
present.
e. Storm drainage pipes and culverts shall be periodically inspected on a schedule established
by the County Engineer for debris and sand build-up. T hey shall be cleaned as necessary to
provide for the free conveyance of stormwater as designed.
J .?
f. The Facility shall be maintained at the design depth as shown on the construction plans
approved by the County Engineer and on file in the office of the County Engineer. The pond
shall be inspected and maintained by the Permittee on a regular basis. Debris and
sedimentation shall be removed by the Permittee when:
1. The primary outlet capacity is impaired and/or;
2. The depth of the Facility has been reduced by more than one half foot from the original
depth or the Facility volume is reduced by 20% of the design impoundment volume.
g. The Facility shall be maintained in a manner to control insects, odors and algae as
determined necessary by the County Engineer.
h. Any fencing or other security measures shall be maintained in good condition. If no fencing
or security measures are included with the original construction, they shall be added at the
Permittee's expense at such time as the County Engineer determines that unauthorized
persons are disturbing the Facility and that security measures will help prevent such
unauthorized activity.
4. Right of Inspection by County. The Permittee hereby grants the County the right, privilege and
easement over and cross the Property lying between any public street or right of way and the Facility
for the purpose of inspecting, correcting, repairing, replacing or maintaining the Facility as provided in
this Agreement. This right, privilege and easement is appurtenant to and shall run with the Property.
5. Remedies for Violations of this Agreement.
a. If the Permittee shall fail to maintain or repair the Facility as set forth herein, or otherwise violates
this Agreement, the city may order the Permittee to undertake the necessary repair or
maintenance or to correct such violation. If the Permittee shall fail to comply with such order
within thirty (30) days from the date thereof, the County may enter the Property and perform all
necessary work to place the Facility in proper working condition. The full cost of performing the
work shall be a lien on the property as provided in G.S. 160A-193.
b. The County shall have the right to bring an action and recover sums due, damages, seek
injunctive relief, and/or such other and further relief as may be just and appropriate.
c. The remedies provided by this paragraph are cumulative; and are in addition to any other
remedies provided by law.
6. No Waiver of Breach. In the event of a breach of any term of this Agreement, any delay or failure on
the part of the County to exercise any rights, powers, or remedies herein provided shall not be
construed as a waiver thereof or acquiescence of such breach or any future breach.
7. Amendments. This Agreement may be amended, revised or modified only by a written document
signed by the parties.
8. Bindinq Effect. The conditions and restrictions set forth herein with regard to the Facility shall run
with the land and shall bind the Permittee and its successors and assigns and all parties claiming by,
through, or under them shall be taken to hold, agree, and covenant with the County, with its
successors and assigns, and with each of them to conform to and observe said conditions and
restrictions. The County shall be deemed a beneficiary of the conditions and restrictions set forth
herein and such conditions and restrictions shall run with the land in favor of the County.
9. Warranties of Title. The Permittee covenants and warrants that it is lawfully seized and possess of
the Facility and real estate described in Appendix 1, that it has good right and lawful authority to enter
into this Agreement for the purposes herein expressed, and that no consent or waiver by the holder of
any mortgage, deed of trust, or other security instrument, or any other person, firm, or corporation is
required prior to entering into this Agreement.
10. Interpretation. Use of the masculine gender herein includes the feminine and neuter, and the singular
number used herein shall equally include the plural. The captions preceding the various provisions of
this Agreement are for the convenience of reference only, and shall not be used as an aid in
interpretation or construction of this Agreement.
11. Severability. Invalidation of any one of these covenants or conditions by judgement or order of any
court shall in no way affect any of the other provisions, which shall remain in full force and effect.
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this the day and year
first above written.
2
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this the day and year
first above written.
Vill Windch e LLC
David Smith
844 Country Club Road
Rocky Mount, NC 27804
STATE OF NORTH CAROLINA
COUNTY OF ni //3s N
/-1105S' , a notary public in and for said county and
state, certify that 'pct u (f ? personally appeared
before me this date, stated that he or she is Glen
of V 1 GJ C-) ! and acknowledged the execution of the
foregoing instrument with the NA S N (-0041Y on behalf of said
This the day of -1.7 a/ ?- , 20 UP.
Notary Public
My Commission Expires: 5-/9-0-7
.OFFICIAL SEAL. S
?lotnry P •`!! ?, No?fi C
' y of Nosh
Comm,ssbn B ?4 a
fi•c7
Map Output
Waterstone S/D USGS Topo
This map is prepared for the inventory of real property found within this jurisdiction, and is compiled I
records and data. Users of this map are hereby notified that the aforementioned public primary infon
verification of the information contained on this map. The County assumes no legal responsibility for
current date is: 2/27/2006 The data effective date is: Monday, February 27, 2005 at 12:00 pm.
p
recorded deeds, plats and other public
n sources should be consulted for
nformation contained on this map. The
Page 1 of 1

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NORTH CAROLINA `
NASH COUNTY 2GOci
LEVEL SPREADER OPERATION
AND MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 27day of January, 2006, by and between Villas
@ Windchase, LLC, and Nash County, a North Carolina municipal corporation (the "County");
WITNESSETH:
WHEREAS, the County has adopted certain storm water management regulations applicable to
the property of Permittee located in Nash County, North Carolina, and more particularly described In
Book 2164, Page 165, Nash County Registry (the "Property); and
WHEREAS, such regulations require the Permittee to operate and maintain an engineered storm
water control facility as part of the development of the Property; and
WHEREAS, Permittee has constructed a private on-site engineered storm water control facility
(the "Facility") to satisfy the requirements of such regulations, the boundaries of such Facility being
describe in Appendix 1 attached hereto and incorporated herein by reference; and
WHEREAS, a separate deed vesting title to the real estate on which the Facility is located in
Permittee has been recorded in the Nash County Registry; and
WHEREAS, as a condition of the development of the Property, Permittee is required to enter into
an operation and maintenance agreement providing for the continued operation and maintenance of the
Facility.
NOW, THEREFORE, for and in consideration of the premises and the approval by the County of
the development activities on the Property, the Permittee does hereby covenant and agree with the
County that the Facility shall be held, operated, maintained, and encumbered pursuant to the covenants
and conditions hereinafter set forth;
1. No conveyance of Facility without New Agreement. Permittee covenants and agrees that it will
not convey, transfer, assign, lease, or otherwise release or relinquish ownership or control of the
Facility, in whole or in part, unless and until the proposed new owner of the Facility, or any
interest therein, has entered into a Storm Water Facility Operation and Maintenance Agreement
with the County containing substantially the same terms and conditions as this Agreement, and a
copy thereof has been recorded in the Nash County Register of Deed's Office.
2. Operation and Maintenance Plan. Permittee has prepared and submitted to the County an
Operation and Maintenance Plan for the Facility which has been approved by the County.
Permittee shall operate, maintain, repair, and, if necessary, reconstruct the Facility in accordance
with the Operation and Maintenance Plan.
3. Inspection and Maintenance of Facility. In addition to the maintenance provided for in the
Operation and Maintenance Plan, Permittee shall undertake and provide the following inspection,
repair, and maintenance of the Facility:
a. Grassing around the Facility shall be maintained to prevent the erosion of these areas. The
areas shall be periodically mowed to maintain the aesthetic quality of the site and to prevent
a reduction in capacity of the stormwater system. Grass should to exceed a height of 15
inches. All eroded areas shall be repaired.
b. Open ditches shall be kept free of undesirable growth and mowed or maintained to the
design cross-section and area as shown on the construction plans approved by the County
Engineer and on file in the office of the County Engineer. Growth on the slopes and bottom
should not exceed a height of 8 inches.
c. Landscaping of the area around the Facility shall not reduce the capacity or hinder operation
and maintenance of the Facility. Landscaping shall be maintained to ensure that landscape
materials live and prosper. Re-vegetation of areas may be required by the City Engineer.
d. The Facility shall be routinely checked as directed by the County Engineer for, and cleared
of, all accumulation of debris and the Facility's outlet structure cleared of any blockage that is
present.
e. Storm drainage pipes and culverts shall be periodically inspected on a schedule established
by the County Engineer for debris and sand build-up. T hey shall be cleaned as necessary to
provide for the free conveyance of stormwater as designed.
f. The Facility shall be maintained in a manner to control insects, odors and algae as
determined necessary by the County Engineer.
g. Any fencing or other security measures shall be maintained in good condition. If no fencing
or security measures are included with the original construction, they shall be added at the
Permittee's expense at such time as the County Engineer determines that unauthorized
persons are disturbing the Facility and that security measures will help prevent such
unauthorized activity.
4. Right of Inspection by County. The Permittee hereby grants the County the right, privilege and
easement over and cross the Property lying between any public street or right of way and the Facility
for the purpose of inspecting, correcting, repairing, replacing or maintaining the Facility as provided in
this Agreement. This right, privilege and easement is appurtenant to and shall run with the Property.
5. Remedies for Violations of this Agreement.
a. If the Permittee shall fail to maintain or repair the Facility as set forth herein, or otherwise violates
this Agreement, the city may order the Permittee to undertake the necessary repair or
maintenance or to correct such violation. If the Permittee shall fail to comply with such order
within thirty (30) days from the date thereof, the County may enter the Property and perform all
necessary work to place the Facility in proper working condition. The full cost of performing the
work shall be a lien on the property as provided in G.S. 160A-193.
b. The County shall have the right to bring an action and recover sums due, damages, seek
injunctive relief, and/or such other and further relief as may be just and appropriate.
c. The remedies provided by this paragraph are cumulative; and are in addition to any other
remedies provided by law.
6. No Waiver of Breach. In the event of a breach of any term of this Agreement, any delay or failure on
the part of the County to exercise any rights, powers, or remedies herein provided shall not be
construed as a waiver thereof or acquiescence of such breach or any future breach.
7. Amendments. This Agreement may be amended, revised or modified only by a written document
signed by the parties.
8. Binding Effect. The conditions and restrictions set forth herein with regard to the Facility shall run
with the land and shall bind the Permittee and its successors and assigns and all parties claiming by,
through, or under them shall be taken to hold, agree, and covenant with the County, with its
successors and assigns, and with each of them to conform to and observe said conditions and
restrictions. The County shall be deemed a beneficiary of the conditions and restrictions set forth
herein and such conditions and restrictions shall run with the land in favor of the County.
9. Warranties of Title. The Permittee covenants and warrants that it is lawfully seized and possess of
the Facility and real estate described in Appendix 1, that it has good right and lawful authority to enter
into this Agreement for the purposes herein expressed, and that no consent or waiver by the holder of
any mortgage, deed of trust, or other security instrument, or any other person, firm, or corporation is
required prior to entering into this Agreement.
10. Interpretation. Use of the masculine gender herein includes the feminine and neuter, and the singular
number used herein shall equally include the plural. The captions preceding the various provisions of
this Agreement are for the convenience of reference only, and shall not be used as an aid in
interpretation or construction of this Agreement.
11. Severability. Invalidation of any one of these covenants or conditions by judgement or order of any
court shall in no way affect any of the other provisions, which shall remain in full force and effect.
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this the day and year
first above written.
STATE OF NORTH CAROLINA
COUNTY OF AI fi5 H
?2 . /-1 JO-55 , a notary public in and for said county and
state, certify that ?--Va v d ??Sm ?f? personally appeared
before me this date, stated that he or she is 61[afo
of V / ?Cd 5 GJ ?? ??C CJ , and acknowledged the execution of the
foregoing instrument with the -8-4 S N G0vtl-17Y on behalf of said
This they day of Grn(,?l i , 20 O'.
Notary Public
C0Tw4sslon ?6uavw 0iniLn
My Commission Expires: Jr- / -7
• OFFICIAL SEAL*]
hoary P ?•!Ic, North CaroM°i of Nash
DuL„ rah B. Adams
844 Country Club Road
Rocky Mount, NC 27804

k
NORTH CAROLINA
NASH COUNTY
D(0 -0:a ',?_ I
LEVEL SPREADER OPERATION
AND MAINTENANCE AGREEMENT
3,1 1
THIS AGREEMENT, made and entered into this 27day of January, 2006, by and between Villas
@ Windchase, LLC, and Nash County, a North Carolina municipal corporation (the "County");
WITNESSETH:
WHEREAS, the County has adopted certain storm water management regulations applicable to
the property of Permittee located in Nash County, North Carolina, and more particularly described In
Book 2164, Page 165, Nash County Registry (the "Property); and
WHEREAS, such regulations require the Permittee to operate and maintain an engineered storm
water control facility as part of the development of the Property; and
WHEREAS, Permittee has constructed a private on-site engineered storm water control facility
(the "Facility") to satisfy the requirements of such regulations, the boundaries of such Facility being
describe in Appendix 1 attached hereto and incorporated herein by reference; and
WHEREAS, a separate deed vesting title to the real estate on which the Facility is located in
Permittee has been recorded in the Nash County Registry; and
WHEREAS, as a condition of the development of the Property, Permittee is required to enter into
an operation and maintenance agreement providing for the continued operation and maintenance of the
Facility.
NOW, THEREFORE, for and in consideration of the premises and the approval by the County of
the development activities on the Property, the Permittee does hereby covenant and agree with the
County that the Facility shall be held, operated, maintained, and encumbered pursuant to the covenants
and conditions hereinafter set forth;
1. No conveyance of Facility without New Agreement. Permittee covenants and agrees that it will
not convey, transfer, assign, lease, or otherwise release or relinquish ownership or control of the
Facility, in whole or in part, unless and until the proposed new owner of the Facility, or any
interest therein, has entered into a Storm Water Facility Operation and Maintenance Agreement
with the County containing substantially the same terms and conditions as this Agreement, and a
copy thereof has been recorded in the Nash County Register of Deed's Office.
2. Operation and Maintenance Plan. Permittee has prepared and submitted to the County an
Operation and Maintenance Plan for the Facility which has been approved by the County.
Permittee shall operate, maintain, repair, and, if necessary, reconstruct the Facility in accordance
with the Operation and Maintenance Plan.
3. Inspection and Maintenance of Facility. In addition to the maintenance provided for in the
Operation and Maintenance Plan, Permittee shall undertake and provide the following inspection,
repair, and maintenance of the Facility:
a. Grassing around the Facility shall be maintained to prevent the erosion of these areas. The
areas shall be periodically mowed to maintain the aesthetic quality of the site and to prevent
a reduction in capacity of the stormwater system. Grass should to exceed a height of 15
inches. All eroded areas shall be repaired.
b. Open ditches shall be kept free of undesirable growth and mowed or maintained to the
design cross-section and area as shown on the construction plans approved by the County
Engineer and on file in the office of the County Engineer. Growth on the slopes and bottom
should not exceed a height of 8 inches.
c. Landscaping of the area around the Facility shall not reduce the capacity or hinder operation
and maintenance of the Facility. Landscaping shall be maintained to ensure that landscape
materials live and prosper. Re-vegetation of areas may be required by the City Engineer.
d. The Facility shall be routinely checked as directed by the County Engineer for, and cleared
of, all accumulation of debris and the Facility's outlet structure cleared of any blockage that is
present.
e. Storm drainage pipes and culverts shall be periodically inspected on a schedule established
by the County Engineer for debris and sand build-up. T hey shall be cleaned as necessary to
provide for the free conveyance of stormwater as designed.
f. The Facility shall be maintained in a manner to control insects, odors and algae as
determined necessary by the County Engineer.
g. Any fencing or other security measures shall be maintained in good condition. If no fencing
or security measures are included with the original construction, they shall be added at the
Permittee's expense at such time as the County Engineer determines that unauthorized
persons are disturbing the Facility and that security measures will help prevent such
unauthorized activity.
4. Right of Inspection by County. The Permittee hereby grants the County the right, privilege and
easement over and cross the Property lying between any public street or right of way and the Facility
for the purpose of inspecting, correcting, repairing, replacing or maintaining the Facility as provided in
this Agreement. This right, privilege and easement is appurtenant to and shall run with the Property.
5. Remedies for Violations of this Agreement.
a. If the Permittee shall fail to maintain or repair the Facility as set forth herein, or otherwise violates
this Agreement, the city may order the Permittee to undertake the necessary repair or
maintenance or to correct such violation. If the Permittee shall fail to comply with such order
within thirty (30) days from the date thereof, the County may enter the Property and perform all
necessary work to place the Facility in proper working condition. The full cost of performing the
work shall be a lien on the property as provided in G.S. 160A-193.
b. The County shall have the right to bring an action and recover sums due, damages, seek
injunctive relief, and/or such other and further relief as may be just and appropriate.
c. The remedies provided by this paragraph are cumulative; and are in addition to any other
remedies provided by law.
6. No Waiver of Breach. In the event of a breach of any term of this Agreement, any delay or failure on
the part of the County to exercise any rights, powers, or remedies herein provided shall not be
construed as a waiver thereof or acquiescence of such breach or any future breach.
7. Amendments. This Agreement may be amended, revised or modified only by a written document
signed by the parties.
8. Binding Effect. The conditions and restrictions set forth herein with regard to the Facility shall run
with the land and shall bind the Permittee and its successors and assigns and all parties claiming by,
through, or under them shall be taken to hold, agree, and covenant with the County, with its
successors and assigns, and with each of them to conform to and observe said conditions and
restrictions. The County shall be deemed a beneficiary of the conditions and restrictions set forth
herein and such conditions and restrictions shall run with the land in favor of the County.
9. Warranties of Title. The Permittee covenants and warrants that it is lawfully seized and possess of
the Facility and real estate described in Appendix 1, that it has good right and lawful authority to enter
into this Agreement for the purposes herein expressed, and that no consent or waiver by the holder of
any mortgage, deed of trust, or other security instrument, or any other person, firm, or corporation is
required prior to entering into this Agreement.
10. Interpretation. Use of the masculine gender herein includes the feminine and neuter, and the singular
number used herein shall equally include the plural. The captions preceding the various provisions of
this Agreement are for the convenience of reference only, and shall not be used as an aid in
interpretation or construction of this Agreement.
11. Severability. Invalidation of any one of these covenants or conditions by judgement or order of any
court shall in no way affect any of the other provisions, which shall remain in full force and effect.
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this the day and year
first above written.
Villas AWind
David Smith
844 Country Club Road
Rocky Mount, NC 27804
STATE OF NORTH CAROLINA
COUNTY OF Al As H
0S5 , a notary public in and for said county and
state, certify that l-Pa u C/ personally appeared
before me this date, stated that he or she is Glat°n -
of V1 1163 5- G=) tjl and acknowledged the execution of the
foregoing instrument with the _ -lVA S N Cov,4-17Y on behalf of said
This the day of 20
Notary Public
My Commission Expires: Jam- - 19 - 6-7
• OFFICIAL SEAL'
?. Notary F -" 11c, N
rdNt
Dv", ah B. IrtQ3ti
L Commissim ?6-e7
r

NORTH CAROLINA
NASH COUNTY
LEVEL SPREADER OPERATION
AND MAINTENANCE AGREEMENT

THIS AGREEMENT, made and entered into this 27day of January, 2006, by and between Villas
@ Windchase, LLC, and Nash County, a North Carolina municipal corporation (the "County");
WITNESSETH:
WHEREAS, the County has adopted certain storm water management regulations applicable to
the property of Permittee located in Nash County, North Carolina, and more particularly described In
Book 2164, Page 165, Nash County Registry (the "Property); and
WHEREAS, such regulations require the Permittee to operate and maintain an engineered storm
water control facility as part of the development of the Property; and
WHEREAS, Permittee has constructed a private on-site engineered storm water control facility
(the "Facility") to satisfy the requirements of such regulations, the boundaries of such Facility being
describe in Appendix 1 attached hereto and incorporated herein by reference; and
WHEREAS, a separate deed vesting title to the real estate on which the Facility is located in
Permittee has been recorded in the Nash County Registry; and
WHEREAS, as a condition of the development of the Property, Permittee is required to enter into
an operation and maintenance agreement providing for the continued operation and maintenance of the
Facility.
NOW, THEREFORE, for and in consideration of the premises and the approval by the County of
the development activities on the Property, the Permittee does hereby covenant and agree with the
County that the Facility shall be held, operated, maintained, and encumbered pursuant to the covenants
and conditions hereinafter set forth;
1. No conveyance of Facility without New Agreement. Permittee covenants and agrees that it will
not convey, transfer, assign, lease, or otherwise release or relinquish ownership or control of the
Facility, in whole or in part, unless and until the proposed new owner of the Facility, or any
interest therein, has entered into a Storm Water Facility Operation and Maintenance Agreement
with the County containing substantially the same terms and conditions as this Agreement, and a
copy thereof has been recorded in the Nash County Register of Deed's Office.
2. Operation and Maintenance Plan. Permittee has prepared and submitted to the County an
Operation and Maintenance Plan for the Facility which has been approved by the County.
Permittee shall operate, maintain, repair, and, if necessary, reconstruct the Facility in accordance
with the Operation and Maintenance Plan.
3. Inspection and Maintenance of Facility. In addition to the maintenance provided for in the
Operation and Maintenance Plan, Permittee shall undertake and provide the following inspection,
repair, and maintenance of the Facility:
a. Grassing around the Facility shall be maintained to prevent the erosion of these areas. The
areas shall be periodically mowed to maintain the aesthetic quality of the site and to prevent
a reduction in capacity of the stormwater system. Grass should to exceed a height of 15
inches. All eroded areas shall be repaired.
b. Open ditches shall be kept free of undesirable growth and mowed or maintained to the
design cross-section and area as shown on the construction plans approved by the County
Engineer and on file in the office of the County Engineer. Growth on the slopes and bottom
should not exceed a height of 8 inches.
c. Landscaping of the area around the Facility shall not reduce the capacity or hinder operation
and maintenance of the Facility. Landscaping shall be maintained to ensure that landscape
materials live and prosper. Re-vegetation of areas may be required by the City Engineer.
d. The Facility shall be routinely checked as directed by the County Engineer for, and cleared
of, all accumulation of debris and the Facility's outlet structure cleared of any blockage that is
present.
e. Storm drainage pipes and culverts shall be periodically inspected on a schedule established
by the County Engineer for debris and sand build-up. T hey shall be cleaned as necessary to
provide for the free conveyance of stormwater as designed.
if
f. The Facility shall be maintained in a manner to control insects, odors and algae as
determined necessary by the County Engineer.
g. Any fencing or other security measures shall be maintained in good condition. If no fencing
or security measures are included with the original construction, they shall be added at the
Permittee's expense at such time as the County Engineer determines that unauthorized
persons are disturbing the Facility and that security measures will help prevent such
unauthorized activity.
4. Right of Inspection by County. The Permittee hereby grants the County the right, privilege and
easement over and cross the Property lying between any public street or right of way and the Facility
for the purpose of inspecting, correcting, repairing, replacing or maintaining the Facility as provided in
this Agreement. This right, privilege and easement is appurtenant to and shall run with the Property.
5. Remedies for Violations of this Agreement.
a. If the Permittee shall fail to maintain or repair the Facility as set forth herein, or otherwise violates
this Agreement, the city may order the Permittee to undertake the necessary repair or
maintenance or to correct such violation. If the Permittee shall fail to comply with such order
within thirty (30) days from the date thereof, the County may enter the Property and perform all
necessary work to place the Facility in proper working condition. The full cost of performing the
work shall be a lien on the property as provided in G.S. 160A-193.
b. The County shall have the right to bring an action and recover sums due, damages, seek
injunctive relief, and/or such other and further relief as may be just and appropriate.
c. The remedies provided by this paragraph are cumulative; and are in addition to any other
remedies provided by law.
6. No Waiver of Breach. In the event of a breach of any term of this Agreement, any delay or failure on
the part of the County to exercise any rights, powers, or remedies herein provided shall not be
construed as a waiver thereof or acquiescence of such breach or any future breach.
7. Amendments. This Agreement may be amended, revised or modified only by a written document
signed by the parties.
8. Binding Effect. The conditions and restrictions set forth herein with regard to the Facility shall run
with the land and shall bind the Permittee and its successors and assigns and all parties claiming by,
through, or under them shall be taken to hold, agree, and covenant with the County, with its
successors and assigns, and with each of them to conform to and observe said conditions and
restrictions. The County shall be deemed a beneficiary of the conditions and restrictions set forth
herein and such conditions and restrictions shall run with the land in favor of the County.
9. Warranties of Title. The Permittee covenants and warrants that it is lawfully seized and possess of
the Facility and real estate described in Appendix 1, that it has good right and lawful authority to enter
into this Agreement for the purposes herein expressed, and that no consent or waiver by the holder of
any mortgage, deed of trust, or other security instrument, or any other person, firm, or corporation is
required prior to entering into this Agreement.
10. Interpretation. Use of the masculine gender herein includes the feminine and neuter, and the singular
number used herein shall equally include the plural. The captions preceding the various provisions of
this Agreement are for the conpriience of reference only, and shall not be used as an aid in
interpretation or construction of this Agreement.
11. Severability. Invalidation of any one of these covenants or conditions by judgement or order of any
court shall in no way affect any of the other provisions, which shall remain in full force and effect.
2
V,
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this the day and year
first above written.
Vill Windch e LLC
David Smith
844 Country Club Road
Rocky Mount, NC 27804
STATE OF NORTH CAROLINA
COUNTY OF Al A-5 H
I,,- P 1 055 , a notary public in and for said county and
state, certify that u C/ C:?m personally appeared
before me this date, stated that he or she is 610 (-,-1 of and acknowledged the execution of the
foregoing instrument with the -NASN COV47Y on behalf of said
This the day of ?,,-7ua i - , 20 D -
?2 Aw
Notary Public
My Commission Expires: 5- /1? - 0-7
'OFFICIAL SEAL- 5
wry p :• (I., North Cord
°i d NtiJh
Uv , ,rah B. Mo3II
Corragasion C7
NORTH CAROLINA BIORETENTION FACILITY OPERATION
NASH COUNTY AND MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 27day of January, 2006, by and between Villas
@ Windchase, LLC, and Nash County, a North Carolina municipal corporation(the "County");
WITNESSETH:
WHEREAS, the County has adopted certain storm water management regulations applicable to
the property of Permittee located in Nash County, North Carolina, and more particularly described In
Book 2164, Page 165, Nash County Registry (the "Property); and
WHEREAS, such regulations require the Permittee to operate and maintain an engineered storm
water control facility as part of the development of the Property; and
WHEREAS, Permittee has constructed a private on-site engineered storm water control facility
(the "Facility") to satisfy the requirements of such regulations, the boundaries of such Facility being
describe in Appendix 1 attached hereto and incorporated herein by reference; and
WHEREAS, a separate deed vesting title to the real estate on which the Facility is located in
Permittee has been recorded in the Nash County Registry; and
WHEREAS, as a condition of the development of the Property, Permittee is required to enter into
an operation and maintenance agreement providing for the continued operation and maintenance of the
Facility.
NOW, THEREFORE, for and in consideration of the premises and the approval by the County of
the development activities on the Property, the Permittee does hereby covenant and agree with the
County that the Facility shall be held, operated, maintained, and encumbered pursuant to the covenants
and conditions hereinafter set forth;
1. No conveyance of Facility without New Agreement. Permittee covenants and agrees that it will
not convey, transfer, assign, lease, or otherwise release or relinquish ownership or control of the
Facility, in whole or in part, unless and until the proposed new owner of the Facility, or any
interest therein, has entered into a Bioretention Facility Operation and Maintenance Agreement
with the County containing substantially the same terms and conditions as this Agreement, and a
copy thereof has been recorded in the Nash County Register of Deed's Office.
2. Operation and Maintenance Plan. Permittee has prepared and submitted to the County an
Operation and Maintenance Plan for the Facility which has been approved by the County.
Permittee shall operate, maintain, repair, and, if necessary, reconstruct the Facility in accordance
with the Operation and Maintenance Plan.
3. Inspection and Maintenance of Facility. In addition to the maintenance provided for in the
Operation and Maintenance Plan, Permittee shall undertake and provide the following inspection,
repair, and maintenance of the Facility:
a. Grassing around the Facility shall be maintained to prevent the erosion of these areas. The
areas shall be periodically mowed to maintain the aesthetic quality of the site and to prevent
a reduction in capacity of the stormwater system. Grass should to exceed a height of 15
inches. All eroded areas shall be repaired.
b. Open ditches shall be kept free of undesirable growth and mowed or maintained to the
design cross-section and area as shown on the construction plans approved by the County
Engineer and on file in the office of the County Engineer. Growth on the slopes and bottom
should not exceed a height of 8 inches.
c. Landscaping of the area around the Facility shall not reduce the capacity or hinder operation
and maintenance of the Facility. Landscaping shall be maintained to ensure that landscape
materials live and prosper. Re-vegetation of areas may be required by the City Engineer.
d. The Facility shall be routinely checked as directed by the County Engineer for, and cleared
of, all accumulation of debris and the Facility's outlet structure cleared of any blockage that is
present.
e. Storm drainage pipes and culverts shall be periodically inspected on a schedule established
by the County Engineer for debris and sand build-up. T hey shall be cleaned as necessary to
provide for the free conveyance of stormwater as designed.
f. The Facility shall be maintained at the design depth as shown on the construction plans
approved by the County Engineer and on file in the office of the County Engineer. The pond
shall be inspected and maintained by the Permittee on a regular basis. Debris and
sedimentation shall be removed by the Permittee when:
1. The primary outlet capacity is impaired and/or;
2. The depth of the Facility has been reduced by more than one half foot from the original
depth or the Facility volume is reduced by 20% of the design impoundment volume.
g. The Facility shall be maintained in a manner to control insects, odors and algae as
determined necessary by the County Engineer.
h. Any fencing or other security measures shall be maintained in good condition. If no fencing
or security measures are included with the original construction, they shall be added at the
Permittee's expense at such time as the County Engineer determines that unauthorized
persons are disturbing the Facility and that security measures will help prevent such
unauthorized activity.
4. Right of Inspection by County. The Permittee hereby grants the County the right, privilege and
easement over and cross the Property lying between any public street or right of way and the Facility
for the purpose of inspecting, correcting, repairing, replacing or maintaining the Facility as provided in
this Agreement. This right, privilege and easement is appurtenant to and shall run with the Property.
5. Remedies for Violations of this Agreement.
a. If the Permittee shall fail to maintain or repair the Facility as set forth herein, or otherwise violates
this Agreement, the city may order the Permittee to undertake the necessary repair or
maintenance or to correct such violation. If the Permittee shall fail to comply with such order
within thirty (30) days from the date thereof, the County may enter the Property and perform all
necessary work to place the Facility in proper working condition. The full cost of performing the
work shall be a lien on the property as provided in G.S. 160A-193.
b. The County shall have the right to bring an action and recover sums due, damages, seek
injunctive relief, and/or such other and further relief as may be just and appropriate.
c. The remedies provided by this paragraph are cumulative; and are in addition to any other
remedies provided by law.
6. No Waiver of Breach. In the event of a breach of any term of this Agreement, any delay or failure on
the part of the County to exercise any rights, powers, or remedies herein provided shall not be
construed as a waiver thereof or acquiescence of such breach or any future breach.
7. Amendments. This Agreement may be amended, revised or modified only by a written document
signed by the parties.
8. Binding Effect. The conditions and restrictions set forth herein with regard to the Facility shall run
with the land and shall bind the Permittee and its successors and assigns and all parties claiming by,
through, or under them shall be taken to hold, agree, and covenant with the County, with its
successors and assigns, and with each of them to conform to and observe said conditions and
restrictions. The County shall be deemed a beneficiary of the conditions and restrictions set forth
herein and such conditions and restrictions shall run with the land in favor of the County.
9. Warranties of Title. The Permittee covenants and warrants that it is lawfully seized and possess of
the Facility and real estate described in Appendix 1, that it has good right and lawful authority to enter
into this Agreement for the purposes herein expressed, and that no consent or waiver by the holder of
any mortgage, deed of trust, or other security instrument, or any other person, firm, or corporation is
required prior to entering into this Agreement.
10. Interpretation. Use of the masculine gender herein includes the feminine and neuter, and the singular
number used herein shall equally include the plural. The captions preceding the various provisions of
this Agreement are for the convenience of reference only, and shall not be used as an aid in
interpretation or construction of this Agreement.
11. Severability. Invalidation of any one of these covenants or conditions by judgement or order of any
court shall in no way affect any of the other provisions, which shall remain in full force and effect.
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this the day and year
first above written.
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this the day and year
first above written.
Vill Windch e LLC
David Smith
844 Country Club Road
Rocky Mount, NC 27804
STATE OF NORTH CAROLINA
COUNTY OF / AS N
I, ?? ???/• '9 • ??OSS , a notary public in and for said county and
state, certify that ' ci u C? /-n ?f?, personally appeared
before me this date, stated that he or she is 61lat"o
of V 1' 1 bl S GJ tj t ?C?C CJ , and acknowledged the execution of the
foregoing instrument with the /VASN CQV-,QTY on behalf of said
This the , 96 day of G(/?LIC?i , 20P
Notary Public
My Commission Expires: 5-19-0-7
'OFFICIAL SEAL`
Notary p :•!ic, North C
y of Nash
DvL,., ah B. A4o:,;><
R Conxnlsslon <?• ;`
e7
?OF \ NA TFj9o Michael F. Easley, Governor
?O G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
DW Cl)
Division of Water Quality
March 13, 2006
DWQ Project # 06-0229
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Villas At Windchase, LLC
844 Country Club Road
Rocky Mount, NC 27804
Subject Property: Waterstone Subdivision.
Tar River [030302,28-(36), WSIV B, NSW CA]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On February 20, 2006, the Division of Water Quality (DWQ) received your application dated January 27,
2006, to impact 0.018 acres of wetland, 96 linear feet of stream and 4,800 square feet of protected riparian
buffers to construct the proposed residential subdivision. On March 3, 2006, the DWQ received
additional information from you. However, the DWQ has determined that your application remains
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive five copies of the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H .0506 and will
place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. The temporary cul-de-sac shown on Colleen Road is not allowed. Please resubmit design plans
without the temporary cul-de-sac shown on Colleen Road.
2. The level spreaders labeled "10' X 10' level spreader" and "24' X 30' level spreader" must be
parallel to the reservoir. Please resubmit design plans showing the level spreaders labeled "10' X
10' level spreader" and "24' X 30' level spreader" parallel to the reservoir.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
401 Oversight/Express Review Permits Unit North Carol a
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 Naturally
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://112o.enr.,,tate.nc.tis/ticwetlancis
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Villas At Windchase, LLC
Page 2 of 2
March 13, 2006
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBKI ant
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Stocks Engineering, P.A., P.O. Box 1108, Nashville, NC 27856
Filename: 060229WaterstoneSD(Nash)On_llold2
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ELEV 153.27 N . ~ ~ 18 DIP JOINT $ N ~ ~ ~ I W/2 BLOWOFF o
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FF`RSSEMBLY sTa: 13+32.06 BLOWO
- - EOP ELEV 152.45 FES -13 _ ~ ~ ' ~ ~
- - ~ L` 7.65 INV - 14 t., l ~ +
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• 1 h ~:I PHASE. CONVERT TO A BLOCK & GRAVEL
` \ " ~ , FIN, i?27(1n"_4'254 • ~ 5` P!N# 372iU01477U4 CO 7 r ~ FTCPHEN HARRELL \ I~!J
~ DEWEt ~UOr ER E 3 D.B, 1526 FG. 155 C ~ D.B. 1619 PG. 1$. INLET PROTECTION ONCE CURB & GUTTER/ a~ H ~n
N _ - 'r R ~ o . AD ~ ~ ~ STONE IS PLACED. W" ~U Z . WZ
~ 250 x 3' FlBERGLASS ~ ~ \ _ Qz
DITCH LINING \ TEMPORARY PIPE INLET PROTECTION Z~
\ \ ~m NW
~ ~ NN
~ ta • TE TI N ~ PIPE OUTLET PRO C 0
H
,,-y,~ I01I
ti~ X000
. PS PERMANENT SEEDING NdN
« 4, uN~
~,j u lil
TURBED =13.3 Ac. ~,~°°°°°?°°°°,a,, o .,m TOTAL AREA DIS x
~N CAq~ '~i a ~ ~ 0..•'FESS/p'.ti
0 ti ;9 ~ • ~ w
cr,aNeRETE E-¦-~ SILT FENCE _ :a SEAL a W
MUNtJMENT 19343 Z
• FOUND ` FINS 37270U15?145 / ~ r
JAftES BRAN~TLEI` CHECK DAM .'°•.~+N~~~'~c~',nF v, z z
F.B, 14 RG, 234 9 t itiii 43a U~I J
. ~ ~ FIBERGLASS DITCH LINING OVER SEED a~
r.1 SF~IIMFNT EOSIN ~~s...~ o r~nv ~ ~ Wi
-Z
RIP RAP DITCH LINING SCALE: 1 100'
0 100 200 250 300
E

l~ I ) t ~l~t Y'~1 afr JlL~VUJgJb~~i) ~ rnvp~ .Jr t: vVw,u~r ~ INS Sll,.tl.z i ~ C,±')T 38 39
tl~•ikd,)Pl AREA ! ~1 i ~ ,H, , t~. I.r ~ n ~a ! j f R 18 fa tl't liF1RT g
~~'i j" ,i ~ f r3„i~,2 ihl,±N 1k0l, w i ~ z
+r `t 7 ~ tiT'A' ~ 3`in.~~°" ~ 1 ~~,K~ 11.71 TafiF_ if~L.,-! , 3I~. J 7' J.E ra • irti• ~ ~ , a' , ~ G~ril, r~ ~ ~
~1A~~F ~~l}Y . > °tlUt 1 ~ Jr. r~~'~yr - ~~~.1L-Lf,- - - or_t ~ ~ F , 1.xf. 4 . ti ~
~ , > ti z ,~~.s ` ~ 'J---' s, ° i3.x.i -r w ~Ji•,kk 4 n ti,r~ \ ~ a w P ~6 G S8 a a
63 N 0
G ' E ~Y'C _ ~ 5''D AGE TILITY ASE~IENT ~ ~ ~ ~ ~ ' f, z / O N F
r~`~C ~ ~ ~ 1 ~ \ ,f'~, . ~ , 15ABEL A ROAD ~ ~ f ~ O ' S x w
~t ~ t~ ~ ; . i ~ V ~,a,~
~ srY k ~ ~r' a _ ~
, 0 Pihl~ 372'{!s1nT3;~s} U
,`,t~ ~t'~V ~ ~ IRL J LOT ~p r r r n i ~ N
r d, , c~~~ ~ ; ~ ~ - ; ~ t~UNiT 180 x 3 180 x 3 ??.PT .r ~ M
~ >r~~ I I ~ FIBERGLA F ~ .rte INING °D o FIBERGLASS DITCH L
(y~ l ! ` _r is ~T ! `y y 444 o ~ CONSTR~JCT A 26'W x 50'L x 2 DEEP c $
~.y , y r 't` ~ _ 11. a.... 1 RIP Rq~ GRAVEL FILTER BERM BASIN o N
' _ _ i y I ' ~ S-^' 5t7 TAP P I„ _ - ~ ~ i W 0. 9'x6' WEIR PER SEDIMENT w / ~ o i-~'~~~ BAS)! DETAIL, CLEANOUT PERIOD NOT z
t~~ BUPI ~ CONSTRUCT A 21'W x 41'L x 2.1' DEEP r -10~ x~ 10' ' r r T0, EXCEED 1-YR. a ~ ,f.~,, 10 x 10 ; ~Nn~~~ a ~
~,f.~ RIP RAP GRAVEL FILTER BERM BASIN ~ LEVEL SPREAD - ' / LEVEL SPREADER l
W 0.40'x4' WEIR PER SEDIMENT _ ~ ~ , LEVE 4. ; 9a,,ye 1 . ~a - _ ur BASIN DETAIL CLEANOUT PERIOD NOT k~ _ ___m 'fir ~ ~ t y r, ~ ~ ~ ~ ~ S, ,t~
a. TO EXCEED 1-YR, L~-'t ` ~ ' t ~ ~r`~ ~1N~37;77t~,~~h';~tt~l Lr~T ~t1
w - ~ r . ~-`C..- ~
Ft)l.idU ~ ~ N n~tT, '~,:~~?..r 1f2t71d ~ ~t;Nr OOD PLAT ~,T1 . t ~ ~I (1 r i ,3r fip~~ - : ~h¢I'+P ~~9(~ ~ `~k.~ ~ art' !_U~.,1TI I v L~` ,
f1 (OiJtd!~ '61.,9(,1` ~ ~ _ , ~ Y~,~ - r4`~'#'r~ j r a~ ~~,k~~. \ CONSTRUCT A 3"1'W x 7~'L x 2' DEEP
11~~N N18`56 21'~'N IRl?Pd !_'E~ ~ ,50 TAR-PAhI I ,l y~~~ C~~. C r~ ~ -BU6FER ; - ~ , e C ~ `~'Th,1tE' 118.24' STAK(~ y,~ ' ~ ' IRC'iV ; RIP RAP GRAVEL F'IL~TER BERM BASIN d t ~ ~ 4T~1H;F"
F~J1~1ND FJllNr w , ~'t e,, k , s C'. ~ ` ~ „ ~ , ~ ..a W/0.49'x9 WEIR.PER SEDIMENT y,
i. ~ °xLe ~ ~ .y' , ~ >n C ; t ~ ~ ri " ~ I "1`Ift~~ BASIN DETAIL. CLEANOUT PERIOD NOT / TO EXCEEd~1-YR.
CONSTRUCT A 13 W x 26 L x 2,1 DEEP 11 r< ~ ' , RIP `RAP GRAVEL FILTER BER B ~ ~~;v~ a,. ~ ~rx~~~~k~- ~ ,r~ ~,~..x k ~ ' f / SADDLEHORN DRIVE
W 0.21'x4' WEIR PER SEDIMENT 20 x 16 CLASS B r a.~, ,~v,?. ~c • ~ ~ ~ ~~L 4'~ ~~~r' n ~r ~ b y.~yyz r ~ (50'PUBLIC P.~W ) . i4 4!> 10 x 10 j W
BASIN~~DETAIL. CLEANOUT PERIOD NOT OUTLET PROTECTION ~G~~~ ~ ~ 't ~ ; .y~ ~.l-~" ~ t C~',,' y ~tf~r~p r~ .;y~~,,~,. L\ k~:~-,,,~~. LEVEL SPREADER
TO EXCEED < , ~:.r z4" i; I~~r 10' x 10~ ~ ~ - I
{ 4 LEVEL SPREADER ~ { ~~k, ~ , , - ; ~ ~ r ~ k '.~4 if rr:l i.~1 uL W r
RE4trF'VJR , .Ira t ~ , v ~ ~ i ` ~;:t;~k:F ~ , ,r S 1-'04'56 f .F 1H f.. ~~fi k N ~'.08,.I,~tOPd \ S . ~ ~?l°Ii~"r1 F A~ 1 1 IRO 5J
~ `:S~ ~ t ~i'~.. i } A "~'rs:=` ~ STAKE 'STAKF_ L
r= ~ \ LASS A„RIP RAP DITCH L ~ ~ ~ FO!JND FO! 1tdD
~ L NG 6 IN DEPTH ' ~ ~ . t FIN 372700353184 F"fN~' ?1N# 372700351577 PINS 37270035.,307 ~ ~
. r t~ Y b~' z 1' CLASS A f ~ ~ ~ ~~A r r LOT 43 LOT 44 Let 45 8 x 10 CLASS A P,B, tt3 ~G, t26 w OUTLET PROTECTION
~4~rJp.:. OUTLET P TECTION ~ ` ~T,rF ~ ' L \ P.s. t e PG. t zs P.B. t ~ Pc. t z6 > PART t PART 1 PART 1 p
~ ~ i, ~ I- / a7
' / a,~ , s. ~ ` ~ ~
rii ` 11n ~ v F~~L`?' ' ~ ~ IrF'~k`~ I„'r i,. _ 9y ~ ~ ;fir. - _ ,.(1.1( - ~ 9 ~
,,c,,r~,, _ ~ ~ . ~ \ : i~
, r , c~~ t , a L;J F- ~ ! ~J \ 7 ~
k' :,~h~-. ~ G
~ ~~i~ 9 16r x 20' CLASS B ~ ~
. OUTLE~f PROTECTION ~ ~ , z z
~ ~ ' r ,
"~a i P1 ~ J ~ . ~ ,I a ~ ~ ~ ~ _ _ ~ - ~ 14 3- I \ IRUN .10 x 45 Ci.ASS A . ~ ~ IRON, IRON IKON LRlJIV - ~ , ; ~ ` Il~ipl RAP, `?TAKE ' ~TAKF
~ ~ l • , P STAKE 239,30' STP.KE 448.08' ~ ~ r', ND •.5 f A E ~ ~ 4#Q. ~ ~ f-0~ ND 1-92 FUJJNb _ \ ~ ~ FOUND 20'12'08' E FOUIJD _ ,r_0 t 3't;Q .E I _1 p, ~~,~ND . S20't 3 0,~
rT~ ~ / ~ a k ~ . ! _ \ ~ v, ~ w.
K - t. 50` TAR-PAN ~ . ,i ~ h . f ~ ~ ~ , _ . _ . ~ _
/ ~I, / ~ CP ~ :BUIrEH ~ 1 I ._~r r n . , ~ _ . fr-- ~ .
- - to ~ _ . - \ , ` - . > _ .
lP 7 ~ . _ _ \.,h ~ , . . ~
T'~, r cy O,cj~ 5l . r'~i~ ~ , r ~ ) ~ ,
s. ~ ~ s rn ,~1 r~ ~ ! ~ ~ ~ 1 ~
r' - - I W NJ It~1~ACT 1 - r
~ ~ ~ 1 0' x 3' FIBERG ~ .1 , r r ~ a ~ ~ r ~ ~ ; t x 3 FIBERGLASS ~ ~
t' ~ . , DITCH LINING y ~ Y ,H LINING Q _ ti ~ > P P 6 ) _ i
~~j: 1r G~-
SIb' Y' §v. J cP 2~ D , . J[i . ~ S' ~ r . a . - ~ _ OADS - r~ i
~ 1 . yN i r ~ ~ r ,F ~ 1 '`gin • L r . f / - -
t ~ a' ortuN ~ BERIr1 / ~ ' ~ ~ ; --1..
O? - ~ ~ r~ WO i ~ ` 111 EAR . ~ ~ r ~ ,a _ , ~ s ~ , ~ ~ ~ •
our c~ • 1 ~
r~ ~ - ~ ' , : ~.r~.t - ; R
• ~ i J ,i ,Y~~ ~ _ ~ _ ~ _ . P _
Ci,'NC;REl'C ~ ' ~ ~ 1 ~ ~S _ ~ ~ .
FOUND ~ ~j ~ ~ , ,a ~ I ~f r ~ r ~ _ ~ r_,, l =r - r ~ ~
~ ~~s~FN F 11~_lU ~b j s X 1D cLASS'A ~ 1 ~ ~ ~1 ~ ~
P!N~ 312;00???1~~h ` ECTION - - - ~ ~ ~ l .r ,.OUT ET ~ ~ , ~ ~ , , j ~ + , 1- I _ ,7
EDITH S. B(`t1r; . ~ ~ ~ 1 ' ~ ~ ,;a
NO REF, FO!)NG EROSION LEGEND 1 '?J~ - t . Q ti~ r ~ v ,
i' EEP ~ CONSTRUCT A 11 W x 21 L x 2. D _ th' 1 f ' _ F 1 1~ o'.y s'F G t~ l v
RIP RAP GRAVEL FILTER BERM BASIN. ~ - - _ ~ ' ' i , ~ . n,
W/0.17 x4 WEIR PER SEDIMENT ~ ~ W `Y' 1t~ 5~ ~ t V ~4'It Q0., _ ~ ' . ff ' ~y,
TION ENTRANCE BASIN DETAIL. CLEANOUT PERIOD NOT 1 CONSTRUC ~ ; - E ~ TO EXCEED 1-YR. 1= h z
- ~ 400' 3' ITCH LINING { . ~ / , ~ • FI6E GLASS 0 \ f l r i o ro ~ tM~'' , r _ °ou°0,
i F N~0't ~ W. IRON FENCE!ALONG I ' , ~ l1 1Jlf ;204:5,7%~ .STAKE ; PROPERTY ~ ?68.07"~'° ~ ~ ~ ~
CONSTRUCT A 10 x10 x2 DEEP EXCAVA ED ~ ~ l,~ ~ MC`t . ~dl: ~ N I ~ ~ OU dDr' FOt~Nq' ~ LIPJE ~ m
TEMPORARY DROP INLET PROTECTION DURING GRADING - ~ CUL-DE-SAC ,n t; • ~ ~ ~ ~ I i ! 4 ~N.. } \ ~ i j COhItP,UL? rn rn
t~ _ • PHASE. CONVERT TO A BLOCK & GRAVEL
' 400'. x PROTECTION ONCE CURB & GUTTER/ L 5n'~TA~-r~A~1~ 'i• INLET ~ ~ y' auFrE~ ;FIBERG SS DITCH LINING ~ ~ ~ . , F A w w \ ~ \ ~ x
4~ TONE IS PLACED. >t, Q~~•.~ S ~ I r ~ =Qo ~ l t ~ i~ d W ~
~ ~-k F R 1~ ~ ~ ~ J
`cis; t>, !q o t. ~ r~ A ~ ~ r r ~r
~ tt ~ 'UNq~ ~ E INLET PROTECTION T~ A 11 w x 23'L x 2.1 DEEP t TEMPORARY PIP coNS uc ,r1 ' IP RAP GRA E~ ILTER BERM BASIN `YF~` z ' ' ~ , , h , ~ ~nOrv ~ R ~ ~ s~ ta:. ` ~ ' ~ 6 x 10 CLASS A ` a o, 0 ~ , UTLET PROTECTION ; ~ \ H ~ ~
, Lts ' fq M i W 0.1Tx4 WEIR PER'SEUIMENT ~ ~ rvr / ~ .1 JN ~ i ZU
BASIN DETAIL CLEANOUT ERI(K~~D NOT y ~ \4.• \ `f W Z
r~C`_` 1 OUTLET PROTECTION PIPE TO EXCEED 1-YR. ~ ~ . ~ QZ , , j ..~...1 ~ O
i . , ~ 7 : ~ ` , I d . i? 700243").54 m m
li1i:`tl `~_C~ ~ .r • , ~ T ~ P. _ . - i1 PINS 37210014;'704 P h ~ . 2 ~ N W f ~ • . , - ~ ~ ~ STEPHEN HARRELL N IJ ~1 DEWEY T. COOPER
I'rr~ 4'~ ~y=< , E ~ DING FG,I.II:,c~ ~s r~.~ ,L ~ ~ t PS PERMANENT SE t 1 { ~ ~ ~i5 ~ ~ ~ D.B: t6i9 PG. 183 G.B. 152. PG. 1...,.
i fig; ~ T ~ ~ t ~ » I~'t~tit »~;,'y~ ~ ~a Yti 8 x 10 CLASS A ~ ~
'TAt';F i~~~ ~ ~ 250 x 3 FBERGLASS H ~ OUTLET PROTE ION ~
- NING ~ DITCH U l~l m~M
• • A DISTURBED =13.3 Ac. ,,k~ `,c~et~; ~ , TOTAL ARE ~ ~ Y ~ ~ , y. ~ ~ ~ ~ ~ t'~~y L~Cr ~ ~ , S ~ Y ~rn
Y 2 r r r, N d N 24 z 30 ^ N^~ K1 ~ NN
~ k~<<~,Fa ~ .'L ~ FD!TFI ~ E3G~NE r'S,', ~ r^~~. LEVEL SPREAD R ~ ;`r ~ ~ vNv
¦--F-~ SILT FENCE ~ ~FF ~ 1uN~ , t , :t . wvJ
r'11`IT '.'C'Il)()I°d',lfif ,5'1Af',F C;a( ~ L, Y ax Y • / ~ ~ ill ? Ili . L~~E S ~ ~~k ti~~in~rit~ o x m l k Y ,`1t rl~' = Q Q + C +o n. w ~
i Fq r T~ '~i'C,f ;L~ CONSTRUCT A 34'W x 67 L x 2 DEEP 0•.•' ~gs~'•.,~ji
CHECK DAM G,. >lf~~ :~,11,1s.~,._I qpA,._,~ , ~,v,~ ud 71,OOl~~wTo ~ Y ' ~ ~ i n7 4 ~ Uk P ~'S~ i - A('F i ~ J f. ~ s ( •o a _Y lx`~+~ ~ .Y RIP RAP GRAVEL FILTER BERM BASIN ~
i ~r I ' F F1. ~ PG. AEI . , ~ W/0.48 x8 WEIR PER SED E ~ ~ ~ ~ rat,; v L , ,4 , t SEAL 7 . w
ING OVER SEED, i [?.B. 1002 Fc..!~a / f:~`,` • • • ERGLASS DITCH LIN 4 ~ , FIB r l ~ ~ ' x~.U. ,t, ~ L . BASIN DETAIL. CLEANOUT PERIOD NOT i e q z~ , sa ~ ; ~ ~ ti~s~~ ~ 19843 d N _S., , t# r~ TO EXCEED 1-YR. ~
STRAW & TACK ~ CUNSTRUCT A 52'W x 2 'L x 2 DEEP ~ G, ~ c~~3 RIP RAP GRAVEL FILTER g RM BASIN ~ plN~ ~;210(11,.G4,~ti~ / 'L ~ lily>'~. - 1-;, F ~i~ - ~~i r••~ 'f~.•~ ~ a~ U
~ W 0.41'x6' WEIR PER SERI ENT l~'T RIP RAP DITCH LINING / rJ ~ Pt.. , . ~ cE ~ g
J BASIN DETAIL. CLEANOUT PERIOD NOT ~ k ~ CONSTRUCT A 13'W x 27 L x 2.1' DEEP +eo CN o'~~ ~ w w, ~ir,~~,r ~ RIP RAP GRAVEL FILTER BERM BASIN r4eaAEL a~
• _ _ TO EXCEED 1-YR. / T'IN~ ~,~?2~7001r, PINS ,.,,l~Ol...._ta.) ~ (;t?N('PF,:TE. ~ iJS6i11is` wg I nT 1 W/0.22 x4 WEIR PER SEDIMENT
~ ~ ~ fi~ ! .,!oT„1, r,,, l tu4i1N!.!#<if~NT ~~t.~~ rerin„r nr~inn n,nr 1lrA ~ ~n . ~ Quli
CONSTRUCT A 10'W x 21'L x 2.1' DEEPU ~,tl I~ t1.y, ,c [7HJIIV UCIHIL.YLLMINVUi rF-nlUV 14111
SEDIMENT BASIN RIP RAP GRAVEL FILTER BERM BASIN 4 i PIN 371-7!)ol 531 45 FOUND TO EXCEED 1 R JAMES PRAtJTt.FY
W/0.15 'x4' WEIR PER SEDIMENT 100' P.R. 14 P;;. 234 SCALE: 1
BASIN DETAIL. CLEANOUT PERIOD NOT 1
TO EXCEED 1-YR. p 100 200 250 300 CM

r~'
i z
EROSION AND SEDIMENTATION CONTROL NARRATI o Z Z
BAS/N Sf0/MENT PRO,ECT oESC~IPnaN
gar ro S/LTffNCf rror ro sr~ I t b t con c a 85 lot ra t sub Curt on. totd elt con t atelyy 78 Dane t x ~ pry Rd. oeh The f jet wl~ cdnttructton. a a ~ N Count rpm ~ off Bind of The ~tiwr pro Y ~
S' IpRAFi IODX at TRENRA SKIS ~a~d 1 ~ aaa be and ~ tooted Y ~ m to u,
SEE EROLOroN CavTRa PUe aEw-our ~ Y - . rn.>ER aon+ sly ro vosr ~ ~ AcnAV. Plr tXM~l570t15 sTAXE f.e The pro t I: scheduled to begin conttnaction ~ June with project completion and find etabNizotlon b ftOVember. The erodon o ~
and ent comtrd program for this project wNl indude the inetdlation of a euttable consbuctian en c0. outlet protection, Inlet 5 0 ~ rotectia?, eRt fence, wet Mtentlan pond, check dame, ditch Ilnklq, wRh temporary and permanent reeding of the dta w x ~
n,. y P
- 1 " - II aasnsuc g1E cDNanoNS W f
• a.,_ al. ~ ti'"4.. SEr atw-OUr ~j~x 1 ~y,~~-~ . , . , ~ r - b x ` and wetlands tumundin the t ono. ~ The proposed the b amntly undeveloped. The ette Mahe klto exbtinq dltdNa q Proles o
~a.a' .ws~r .pk.r~..a.we wq 11 "iii 1~`_f~+~~e i ~ ~C •w r STAKE A /t ~ AlMeC II y ' qr Yp.UE t * FiL1ER f - b u ~ ' AD,LA(~IT PROPERTY ~
(~/4' ro t/Y uAD DPOeNC) ail-
WASHED sraNE CROSS SECTION tauERmacr ` BY-PASS ~ PARE MESH CRETE BLOB( ( ~I 1- ~'='''~y'-' AN ad t Ikla are Chown On the Construction Plot plan. " ~ m a~l
CON 6' BELOW Owe. 1 ( ~iL~ ~`.'~~:..)~~i~l, _ : ~ ~ .1 I~ a?OYi 2
FDR s~ErntawfENr roP a- aw- 1-(i I i I . (1 , , • , ,r•. c?' BFSKw i i 1 ( 1 ! _ ~ iF- ` (1"= r L' r~ :;ei•:• L, r' r'?S~ J~, SEE t7MS0tf caWTROI PUN . n ~ li ~ G! N fF- i i~= - rite h rand do loam. " The sop at thh y y
z =T.- ry ' • F ~ FM4 ACNAL Plf OMENSA45 cS.:.•• 4 +r~" ~ ~ COMPACTED fRl. 0 z
~ir:z a EROdON AND tm11~NT tANTRdL YEASIIRES~~ '-NM~FNUI a
~ . ~ ~ - All wgetattw and strucbxol erosion and ndkment control practices shill be constructed and mdntalned by the contractor axadlnq to o ~
• wtTURU. oRaP~T ~ ~ A~ f these plans and epedAootlone Dori the minknum standards requtnd by the dty of Rocky Yount. The cantraota shill dto idlow any nlmr rASbc Mvaoerr aT addltlond npukementt a Oudkled by the Project Engineer.
~s~.}' wTM (RATE i ~ , ~doE YAJ~~ ~ ' : _ me't'ro lAdfF1E6 MTV, A' Ft.T[R PAeRIC NDOiDEN AR fllmt FAeIbC • „ TTpaY uTEx a rErAC PaBr pPAMl. f 4 eEra vas
SPECIFIC APPLICATION: tt IwY. ( i ; (t EXTOVSaar oror sv a raewc ' Yi'~ Slruttural Prottk~s L MiG mENa+ ~r
THIS METHOD OF INLET PROIECTIO APPLICABLE WHERE HEAVY ~------i{' TY IS r~ FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACI STONE SECTION 'I~ I ~ , it 1. Vehicle whorls shah M dean when Iwvinyy the she to prevent the trad+inq of mud am paved roads ~ etructicn trafAc Chill be Iknited to etabNhed arena At a minkmum, a temporary growl canttructlom
NECESSARY. TO PREVENT EXCESSNE PONDINO AROUND THE STRIkTURE. ~ " ! ,r r ' 11 I ( GENERAL NOTES: -1~~+ - _ 2 Conetructlom Road StabNimtlan. Con X ` ;.:~I « entrance shah M provkled a shown on thb drardnq.
root mot. Remove aN 1T ( ~ I - , I ~~t'._ ~ ~ 1''~ BLOCA & GRAVEL pear, grub, and Me ono under Me embankment of ~ veget~e ~ ~doae of It at Haul ( i ' ( I° •14, Ti_ i sur/on aoN con h1Ntr amounts of orgonk matter and atockp ap prop Y L 3. SNt Fence: SNt fences Chop be provided when Chown and a needed on the rite plan. These tNxTlert shill be uteri to contain sediment.
ted oral sea. ' j ( I I; 1-1~ Nf /NLETSEDiMENTfaTER ~ ob,~atlana~. metwtal ~ the dealyno ~ d etatlon orgonk matter, and - . r . ,,I_ sr0 ~ metakl A>r the embankment !s hw o/ route; was yy g I I oR ' h ~ 1~-~ I 4. RI R FNter Sedknent Boelna Construct basks to the shape and dimensiane shown in the detaNa The basin b to be placed 1 , P oP/Growl ~~i it i I below the exkitk+q ditch Aow Ibe by 2' with the barn buNt oboes oe dknenekxad.
Aror ro ~ 2. Ensue fhot Ih4a not to exceed 9 fnchea and moehkrs compocf it. ( ' natwld Place the Mt h other a6~etlata6le _:±;;r,( I I ~ ~I~~IT~Wif~ It OMer R the ent6ortkrr?ent 8 lnohea to oRow hx settlement ~1 ~ ~=i Sire Dori dknenetone an shown an I~rl. I}:wl~ if` i 5. FN?erglaa Nettbq Dftch Uner. In locottons shown, plate iberglaa netting over teed, straw. aN! toile. ~ . ~
outlet eectkrr kr the embankment. Protect the connection between tM rhroP and the w,~ I I ~ I d Conebuet ~ INter lobrk a o ke cutoff trench between the ,/prop abvctun and L I I b the plena
eoN ban p~?1?g 6y uehp y~Y ~ , the eel ~ ~ 11 Venatetiw Prattlers
4'ba tlTe Ilhr tbbrie 6etweerr the r~r~ and aoN. Extend fhe fobrk aaosa Me sp?nway 11 1 and sANa to the t of the dam; a v { a trench alor9 the eenterlhrs of the ap/iway lamdaflon exfendhg up the v Tempaay Seedln¢ AN denuded ono a seas to bt grade within 15 days shill receive termporary sesdklq within 15 days of campletklq Initial
,afire to M•t of Me dam, fie tench drould be at ?eost 1 rt. deep and 2 R wide GENERAL NOTES: earthwork. Tem nedlm shill ilea M used to std>wt:e fbhhed grade ana N the time of year b outride the specified permanent Tl?~Y aedkl shop M In accordance with temporary seeding spedAcationa
etM 1:1 eAte ekrpn• 4, pear the one below the ele?atlon of the errrat of the {pNwoy to fopwtob eearirTent deanout 1. CONSTRUCT 1HE SEDIMENT BARRIER OF STANDARD OR EXTRA SIRENL N2 EXTRA SIRENOTH seeding periods emporary q
~ All cut ~ IW ~e ehadd be x1 or /otter. SYNiHE11C FiL1ER FABRICS 1'/NLfrPROTECT/ON R Ensue yret tl» stars atafiape) aetbn of tM aalbankment ha o mMltmum bottom wk1M o! J rt. Fl R FABRIC FROM A CONIiNUWS RtXL NHEN JO rfMPORAR a, ~ 2. coNSTRUCr THE LTF i ROLL Nt117V JOiN15 Nmeprnent Stratso
Hor ro scAEE acrd o maehtum eldr ea of 1:1 Mof stand to the bottom ep y ~ ~T ~ ARE NECESSARY, SECURELY FASTEN THE fl11ER CL01N ONLY AT A S 7. Cona6uct tM mkdeTMm Arlahed stone ~~E Kos ~ ~~~~~e ~ of Me POST IN1H OVERLAP 10 THE NEXT POST. in{ ANLY AT A SUPPORT ` 1. Perimeter meoeura an to M instilled prior to a q~+qq.. ~ vided of thek
o ee to Met of the ew~ NP ~ AI ilrtretun o~o mhhnAm of ?1 Ihehes iM we>. must be kr?+t aM eonetrueted to 3, $UppgRT FlLIER FABRIC SY WIRE MESH FASTENED 1D THE UPSLOPE etion. Mon dtemata rode check dame mo pro D THE UPSLOPE SIDE 2. TaN Ditcher shill be etabNbed knmediotdy fdlo q th oonttru Y
ttrrn7xY E>ICAVATED NtG Fat xr+ OR ~ BAStxs roy~ to env~s dselPl ~P~t~T OF EACH SUPPORT POST: R Mateeld toed h the atone aectkrT should 6e a cell-groded mhrture o/ stone wtM a d stn o/ g DO NOT A1TAtX•f FlL1ER FABRIC TO ~XiS11NG TREES outlets and/a the ternbd downttnam end of dkrturbanw untN ground cover to kmplemented. 3. St Nand or waste area must be mdntotned within the Ilmttt of the areal protected by the proposed meosura a1d otherwia ~P /
PLACE t1pR fnchee tl seek], control stone a recommended) and o maximum atone she of 14 dndrea. 4. wf ACfAI a FL1Qt bs machine aced and Me amdler atones worked krto Me rofda of the lager stones. temporaNy seeded If to be left stodlpNed over 15 days
H' aEAN-art BTUs fie ~ be had myular, and hiigghhly weaMer-resistant stone Nlwo outlet eeethrr extends downstream ppost Me toe of the embankment ~ SmeaTtT R Eno ~ e dfkrrs ~ ~ ~ outlet velocity !a aceep table for Me reteidng steam. Keep N 4. Construction shop M planned eo that tlradlnq operotlant tai begb aNf end os qukidy ore poabla 5. SNt Fences shop ilea be kataNed prior to a as a flat step b construction.
Mn~ tN to rfMPORARID/VERB/0 h BET ALAN-OUT RAKE AT he o/ tlA1 atone outlet section fNah wiM Ms surroundMg ground and shops Me sere 6. The Contra:ta shill M respontble for the InstoNatlan and mdntenanw of dl erodon Dori eedknent contrd proctkaa
1'.:,';~ t.C a~o+E F1A11 t1NE. t Aror ro acAtE ccntkTe the outflow stream (Retrrwre~ Outbt Proteetkrr). Veaatatti~ grand Cevsr
gyp- 1R Directaner~rw~ b~pasa to naturd etalse area. toeate 6~pase outNta ao Mat Now wNl eat damage . NRlf Me ernbatkn?ertt r WN.
~ 11. StabNt;e tlN elrtbarkment and aN deGTrbed sees above Me eeabTent pool and downstream ham Me 9 train kmnebtsly alter eonshlretlan eeainent d nowt krnt one-haN fM dwtNn oouPACTED sal- ~ , n Immediate) fdlowin adin , dl areas shall receive either permanent or tempora~y seeding, as Y 9 9r 9
Met of ~ ( it Show the eltlonoe from ap d th on tlN phna and mark K h the 1 _ ~ ~ _ t#Ngt qt eP) i yylA, applicable, ore fdlowac
crtw~t ~ . v t>taNS I 1 I ( ( i,
e' TYP. Feb-Ma June-Oct Nov-Jan Y
K-31 Fescue
Permanent Seed: K-31 Fescue K-31 Fescue 0 5 1000 SF 0 5 1000 SF 0 5/1000 SF
RrPiPE rE~PORA Flow ~ ; 1us Brown plus Winter p R Grain 0
~w /NLfrP Top Millet 0 Ys 25~/AC
~ ~ ~ Hor TD scAte I ~ ~ T ~ Ir , ,/r%~~~ ~ - 35~/Ac
\ ~ r ~ NlLO d1 . , ~ I uErK Pas, Winter Rye 0
Temporary Seed: K-31 Fescue K-31 Fescue 50~/Ac
\ CptpER P![ ~ , a~ 0 2/1000 SF 0 2/1000 SF
,f~- . \ t ~ Flow ~ , . r ; ~ ~ plus Winter
~ i . ~ , ,i ; ~ Flow J Rye 0 25~/Ac
• 1/tAA ldpt sxr IEHaE j PV~E q.A9s A Ri RAP OVER ~ awl ' N DEP1H.
a MMIM 1~ON. 9 or 11' N DEP1H. FertNlzer. 10-10-10 0 25//1000 SF
s D NANNfL Ums: 100#/1000 Sf
T1P/CAL R/PRAPL/A~f C a Aar ro stsuE Mulch: Strew 0 75/1000 SF
•e••r.,'r.. • • ~ Tack: 200 gailona/Ac on di muichin9
II
P/Pf0U1Lf1'PROrfCT/ON (I !lolntfa~Dmfd
ran ro srwE
N B/ORfTfNr/0 1. Reseed and mulch ban poh lager than q tquan feet knfted to 5X maxknum of Cite sea) 2. YalntaM dl seeded areas untN uniftolln hand b accept a
PPC oURET ro ilAr AREA Aar ro scAtt Wo NEtI-DEFNED dlATeiEL L 3. If growth Is not eetablhlled by And project inspection, aantk111e tpsdAed attention untN the hand Ira aooptot~le.
0000 a4 rErK Pas, SHAPE a BIDRETENnoN eioREro+noN oPnoNal sA1a urER 4. Comet and npolr aN undue attAnq and erosion wlthb 1 yea after fkld kltpeetlon. a r~RECan.AR 5. Remove from the rite, aA erosion contrd etructura after oamplete ttabNlmtlan of end of construction period.
A A A A MEa MAY BE IRREaAaRR i ~ I,plp1 z_r NAROw00D) 8. Remove tNt from tedknent pits and tram behind aheak darn Mien tNt b Mthk1 hilt depth Of the pit a epNlway: Dhlpoa of k1 an a~eo
NI 1~= when dt carswt re-enter pit /trap.
~ - ~,F. 7. Plow rode from rode check dons and growl /rip fter batka In ditch Nne a area protection. Do not dtipose of rode. AN done ama b to fit contour of channel. Do dump, but handtpreod. P
N
PUN VIEW PU t ' VIEW u, f,; Sa9lr~lool ~~x
~li , % ' i ~ The prootla vfNnd to the proposed site did requh formal oaladationa Cdoulotlont haw been provWed. .
TO STORM s r i• DRAIN OR I . '
le OTHER ~ i~ iF OUTLET r ~ ~
i .iLiK~ VMa ~ NN1lddate, LLC x44 Country qub Road
• r I1iNCE I I I I PERFORA I I UNDERDRARI PIPE A Rocky Yount, NC 27x04 r rn RARI PIPE o ~
! - _ n i~ ~ YRAA 10011 I I ~ 'e' ~ i !r aAMETER FI.1[Ji t><ATREr FN.RIt BIAN1'f? I I AP i1tE11PA I I , ~ ~ Attention: David Smith o q Phone: 252.4i3.0277 m N o
aR t~ t{arU SECflAN A-A TipV A-A u r?a ~ ~ _ ~ ~ % ~ " ) art (IIeRAR 1{aD ~ SI .<ry ~ - e ~~ro
;fir . 1LET lt7 FLAT AREA PIPE OU11ET 10 ~~i PIPE OU N~~
NO Wall-DEFINED CHANNEL WELL-DEFNED CNAAMATJ. ' ' 01N~ GONSTRUGTiON SEQUENCE 1~ ~ 01..
control an and smolt rn f. veil erotlon V ~ , _ 1. Obtain eralon aontrd plan pTfa to begksrinq land dNturbanca Rttaln a copy of the appro N P ~ w.. J
onelta Cd NCOENR to not) the kapecta of a start dote prior to land dk~turbarlca a X m
GENERAL NOTES: 2. Construct the aaatructi0n entranot a Chown 011 the piano a tai ~
1. Le = THE LENGTH OF THE RIP RAP APRON. ~ MUM STONE DIAMETER BUT NOT LESS THAN 6 . PLAN VIEW 2. d 1.5 MMES 1HE MAXI a>RS oRAn~ 3. Construct the Crane tke d foclRta at tM entrona a Chown an the plea, Yohtoln the Construction Entranw dap to eneun that I EW mud one tNt MN not b, onto paved surfooe. If mud N trodad onto the road turfoce, It Is to b, removed knm sly. '
J IN A WELL-DEfINED CHANNEL EXTEND THE APRON UP 1Hf CHANNEL BANKS ~ TO txAlE uF 4. Construct aN perkneter erotlon aantrd nleosura to contain eedknemt a1-eRa Permanently seed dl neat that wNl nerd. to be deturbed ~ during canetnlctiom. a N
lO AN ELEYAIIAN OF 6 A80VE THE MAXIMUM TAILWAIER DEP1H OR 10 THE NS11lUCr/ONENTRANCf CO TOP OF iHf BANK, WHICHEVER IS LESS 1JIAT VEGETanON LstT vECETanoN sNRUSS aNO oTNER DEEP 5, q and Grubbin and of taptoN. ~"s~
4. A Fl'L1ER BLANKET OR FlLIER FABRIC SHOULD BE INSTALLED BEiNEEIV THE Nor ~ S~AtE TO SHAU.OW RIP RAP AND SOIL FOUNDATION. ~ ~ ~ ro sNauow Room PUNTS ~ aNaer an ago to be dklblrbed an Ion than 15 days Mthout applying w" IIOOnED PLANTS ACCEPTABLE 8. Contbue and can U1e projsat. Do not y Y tiK o .
/ 5. FLARED END SECTION IS OP11~fAL. SEE PLANS FOR REQUIREMENT. tenlparary q. z uulal 7. InetaA aN prknary drainage dRcha and pips Dori wet dsblltlon bakla ~ Z
6. SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS ~ ~ (2-R' HARDwoOD) z ~v~ cs-r NAROwDOO) ~ pb .xaorota ~v inlet protection around each catch batirl a junatlon boxes a z
i 2t a 9. InstaN outlet protection at noted on tl1e plen, z o 10. Seed, Straw, and Tock aU area that an graded to their And dltpotltlon.
,~:Y<`" ..al ~ dap and rased dNlulbsd ass a needed. Nw ? 1~4:,fit 4 ! ~ ~ 11. Maintain erosion cantrd meaurtt y ~ 12. Inspect aN erotlon contrd devfott y and otter eooh robtaN event. Repair a nttded. N N
. ~`.<;~j~~ 13. After the the b completely ttablhed and the projsat engklar ha artlMd oanpletton and etabNlzatlon. All tempaay erosion control
i x. auT ;5~ ~ measures an to be removed and d dkalabed snot an to be tad
a~F ',~iY e f/BfRGLASS NfTr/NG ~oz 14. Permanently seed dl dieturbtd area. H m >~1~ " ~ ~ '?,y I
Aarroacuc i~< 1,\ ~ yea ~ aRAw. MINBauI~ m ~ ~
_ m@ U , ~~OOi `~t d 07 .fl\ti; N d N
Z I :~.v' i'~ N N v j~~)~
ttNtoolw i - , w
Z~ - 3' COARSE AGGREGATE ~y'~,Ak~'~r~~y~ ~~~,AS\«IwK~A~..~C~i, ree ro sang o a ens y N ,Z ~s~ g Stems Acro z v~ ~ i,, s ft ( / )
~ ~B B. ~ ~ PERFORATED UNDERORAeI PIPE„ ' ~ 6 DIAIdETER MINIMUM NDERDRAMI PIPE 12 d ~ ~ MINIAIUII) 1000
~ ~r GENERAL NOTES: SAND INTERFACE urER ~ LATER I
V (~''1 (APPROX. 3°) ~ i ~ ~ ]RANGE AND EXiT AREA OF ALL VEGETAAON, R00T5, ANO ~ ~ L CLEAR THE EN Note: Thera shadd be o 2:1 or 3:1 ratio of shrubs to tress ~e++++11r1r1erq
8 OTHER OBdEC11ONABLE MATERIAL. EFFECTIVE INFlLTRATi!N! AREA EA CARO/ppppi OQ` .~,...pp.. pee w N ESVip•~'s-Y I ZaD
1HE SPECIFlC GRADE ANO DIMENSIONS SHOWN w = tr MIN. ~ iMlGlf. 2. PLACE THE GRAVEL TO ON THE PLANS AND SMOOTH IT, ree ru sties ass ec es w : O O~~•7 ~N
TO CARRY WRIER 117 SEDIMENT TRAP CR OiHER CROSS-SECTION G J PROVIDE DRAINAGE ,CTION Betula Nigro anon a rgin o o us om a us ,aQ' 9~ ~ a RJwr 9lroh N?tch-Hazel) (Birdsfoot-TrefoA) ~ $EAL f z ~
SUITABLE OUTLET. MUD OR Not m scatF 4. MAINTAIN 1HE GRAVEL PAD IN A CONDITION TO PREVENT NoTEs Betula Popuiifolio H~~pperkum DensiBarum Pachysandra Termhraiis ~ ~ qga.~ ~ ~ z
SEWMENT fROM LEAVING 1HE CONSTRUCAON S11E. 1HIS MAY REQUIRE t PIDtFwoRatED SHAU HAVE a MNMII a• THREE Bkdr Cemmon St. Johns Wort) (Japanese Pochysandrla) (~Y ) ( ~ NJ P s al nor Hex ro Inca ajar Q9°~~> a~ yrv ~ La a Periwinkle d, '=tiGiN~;~= w5
GENERAL NOTES PERIODIC TOPDRESSlNG W/2 INCH STONf. 3/4' dNEiER Hq.ES, EQUN.IY SPACED KAN THE ASPHALT ® OF THE PIPE AND NOr LE!!s wwt THREE i. APPLY Si~q, STRAW ANO TAp( Wilt RS QR t7tS LIQUID ENULSPiED Coll Pear (inkberry) (rg ) p G 0 x
. M IA AEI ere INN ee MIA;q WA~ASS AtETiRtCr. HgE3 PER t11Et1 FOOT OF PIPE. Oa_ s~lA eo. A~~t~ r A O ,r
AI A HAIC CWAL IV IV wm. rcn .wv ~rdQd 66 i@ P~ tDml
• AND OVERLAPS STAPLE EVERY * SANDY LOAM OAMY SAND; PINES SHOULD K wnm M TWENTY 2 STAPLE EVf~RY 44 ALONG PDM EM EDGES DlG
JQ 10 48 RANDOMLY 10 SECIMIE NE71 PEacENY Olt LESS PASSING nlnaual A 1~ s

z i
A z z
P4 uNOaTIIRelD ~aDDaP.sll ! l~IIi aalr-a-wAr spy ~ I-- ' I C D D C 1 LLI VARRS 1Y J J
I• to eUlt EwSTI~iO CRA~DL~ A! YtEDm r li ~ a •I U
t [NAGS d TIK N'ARNIf 4VML ~'~';,$:'1`;:1<;:~: ~ ~ , ~'pgt;~~;l.~ C DdP. ~ I eY 1NE ~ ;,11 TRDwAI NALL YAN ~OEPARTMDI ANOIdI RMO ~ vARm ••!}'::;;in'• Z ~ to PA
1 naF/0k4 RMS. ASK~a MAN ~I iRENdI MALL ~,.;,:y ;,5;~~„~;~-rAASm eAaa,u :;5;:LA7Nip1eED:¢f:.i°i ;+Si:;.: N I- • I A ~:<r?;:. A ;r:i:~~ 1~:i', A o-i::., y~ly U) _
i "vA`~i~ n ~oc~ A~ E1{9•YN, IrmRAm FureR _ I I WF
AREA F NOT A oONMER BEE Iqm 1."!. roe[ ~ nN1e1D ~ COLLM YAY d[ ~ ro sTRaT ERST. J \ ~ , MOUND J ~ / W ERSL J \ ~ I \ ~ SECONDARY SECONDARY PRIVATE ~ OAauND ~ \ ~ PAVED ROADS UNPAVED ROADS PAVED DRIVE p
e, ~ I ENCARYFNT PIP[ ~ E U O
tlQIIi V 0
p[ ROCII 4RLL r art vAK FOOK~Ra ApYNO JEEP Naas 4~ ~ ep•`ro le• wANS.I:-Nar BARS A ARU ro E TA1PE0. r;. r: r r ~ N A e• a aa+aRO sraa i r7
WISroPU~ AAm.I a eAM ~L' werAxD Raps 1 a ! cawxa lIIIPAa auRR r.s ao r7 NEN RA1I71 Y I1PE M1. i.";5ili.~i O D. Y CNSIRD STONF.
'T' 140 9 e.~ +~tuf' L NER 1• RRGiEII NAN [YS1eNi A '•ai'.:'•..iai' C d ~A1L IYT NO CAR UiSS TIWI a NCK! i"•::'•i;r r"'ri 2°
SCHEDULE XIORINI IQ TAO NlOV1K a0RM1AOE . N ?AVED REYOK Atel r a N ~Tq aT 1N~NCDOT RAA.RYY p1RU1~~A Y~ a 11 erolES I[i7ND 1i
p- ~ f-1' CMdE ?M K PO'JIwD NK OIAIElEl1 CONCRETE 111AUST COLLAR lNOiM NNO RNO REOUroO ~ ~iIAT NO RIIeRS D~I 11~ ARE IRW xro. MAN A e c I~ugerpA~q'sR>ER!' 4uu7 e~E E A Np[ - 1F[ seEDNCATNw! Pal! eRAKt oNAa CONCRETE DRIVE 0 6 1T 0.15e• 0.1!!•
6 17 1'- 1 ~ CNNF" TIE 1e 1-4 1 ~ CASMO PFE. S[[ ORAL 1.12 1-4 I Olt P 2 sa ErAZ 1.u a 1e• a1w ale 10 1Y a1x• ar:•
~ M101 YAY R„~IICO - A Y-0' F OJA. q u~xvv I _r I' TRO p-1 1- { Iwo a 0.51A• ~ N N) d N Y) O ~i 11 30• 2S0
1'-1 I-1 1 - IR1 w: Nnvi
N1111 pan v i em. Na "D' ND' NASH COUNTY 91a N0. SID. N0. ;OUNTY G DETAIL NASH COUNTY PAVEMENT REPLACEMENT DETAIL
NASH COUNTY RANT DETAIL NASH COUNTY STANDARD THRUST COLLAR INSTALLATION TYPICAL FIRE HYD t,ot STANDARDS 1.05 STANDARDS AROS BORE CROSSIN L11 srANOaROS t,~s
STANDARDS
I-S1E0. SPD[R AIRAIeLY RCWNtD AS SNONN PER JdNT OF CANtlG PP[
2 p~S a p Rohr !rta ER !TEFL ENCARIIENT PPE A Yt 1T kp x alAu
!M AS !LORI CdIMCR IMUSI lOOt WEND OIA.Y P p
A A JOMT A~~ l1Efl PUTE - A~ liRl PUTS CMRpI PP[ h ~
GONG (MUST CdJM ' RJOPOOMP+ 6 T INI Y - •k•-•- - - f. 1r 1r
10• cASITO E10 sPx Wtl~a PY+~~R) ppq d P~
DJ. PIP[ d ~ D.l?. 1-7 I• ~ can y y q~ riaex: acTYYI
1~ j:Jla~' • Nor ro scAlt TCP NE1M A A r
AOII i I } 11NfM0 ROM ~Ae"A~>Irio~iN IoM ~ t~14Dn ~m tNDARYEIIr rn,
1-~{ wRK BOIL I MADE I I A .k sm Purz stnu A' STE~ PuTE
s. ~ . i OOb4 ' R1eAR xe.+ i• Q • `
. - _ 0.1. Pro[ 1'- ~ f_ PAD 1. . 1T f~OR Prop 1d' A~10 O~KR ro Pau00~ No ~ Fql Pile IL' AIO UIOER A „ ~ 1K1 . ' fpl PIPp 1e• AND OKR l1EEL PIAIE CROSS SECTION A-A
YAK Box Y SRFJDtO RODS(UW exK) M AIIE 2 EMIN~MNdIS~COATED~Ai1RY r IAERICA7IM N7R ASRIeAY TOE - . © . n coAteD AFTER rAeRlcAnoa. 6] '
CIRRRII PNK
eECn!)H A-A I-r' !0 NAi Iq R1TPeNM~Ta IE III. Y l~li Y/LK! •AT !LL~' nES xrAR.A TttD[AO! Drou~Mro eEr 4 , 17T~ i. YAlea7t PWT a YALE ar So00 n odKMR
Ep RIIN eLOw d? ASRllllr. z Au awtPllaa ARE Naxx. ~~vAnoN
I nor ro x,A1i .e~.~
~e,w~ wnw~ !m xa ~ N0'
S10' MD' NASH COUNTY NASH COUNTY INSTALLATION NASH COUNTY STANDARD CAPPING DETAIL t.o7 STANDARDS BOUNTY TEL ENCASEMENT NASH COUNTY 4x4"x4" WITNESS POST WATER LINE S E tt2 sTA?+oAROs )ARDS
STANDARDS TYPICAL VALVE BOX t.o2 sTANOARDs
AS NOTD) AS NO1E0 PPE UR AR/0E NEW PP[ UE ASlellb/1 PG ~ PMMII Pi[
S1ATE ROAD SEE YAK IDx AUSS61. MS 1 14 V YN. S1AlE ROAD . -E - . - Sm [NCAR1411T Pi[ A Yt \ A! N01m ~j~j ~ ~--dAKRT dIEKRT
MSTALLATxM Y%T' YRER e.y,.. ~ TENCC gl ROb ~ fA?~SR MR CARRRR PI/E
r YR NCO DITION 1 .1e•IR+Pa A` r a sAxlrW R°~iNO DNK I MF, M_FR CLY HEAT
rA wAta YRIII 14AL k x1*f VAN - REab 1a1ALVMR REOb~ CASpe DID RAL
I~ ~ ~ 1[01 p1AE } r µq IC AS NO1E0 PK CULKAI ~~j SIppE CASRSC SECnON
BRASS NTMO Mi 1RA~ 041tN0 afa As IN)1E0 t ehASl INE ~ eLaAaR NOT N ICNE
Yx. I c.r AT saT[ ROW - l A M10Y1M !TALE ROW - . - . - . - A9 NOIm pY 1OP a MC. /P[ lMC ~dILY[Ri YM ~ [NCASDRNT I, M•
f MR YIAK D+ N I~aloTxl QL ~ !~F PIAR A x1K ESA M[SM
_ OMPd1AT10N STa SAO~OItI 11011 COASRPyaIE1A~ Sfa N I ~ w ~ ~ Dlor I rr IYIICR S TA9li Oi t ReG ~
°s R~iP KOD 1 1. 'R• - ~ la IRf~N'~ 01~ ME NF YN. FROM l110PNL .A.
I ND,o MO 11111 N V YIA ><T RIRR (fA01 !OD 1 ~IO~ PDPlaCKAA A PPe 110 a YM( I 1qN.
CARROI PPE
~ ~ TO - . !IA ROM - • - ( !IA ROM-•-••{.-•- PPL UN[ ~CIILWIT A! ND~ pTMpryAe(
AIO wATR M~ ~pR YAM BEN N ITI A0• PHOEIE PW1S
1 N lOP 0?~iFilSll K l0CAl0 PL I eelwa 1ADNE n ENO ELEVAnaN n CMF IN D NO END OF . RT NOT ro SCAIe
I~ i ssr~vi vYr~v 510. N0. - SID. N0.
9 smNU S1°'N0' NASH COUNTY COUNTY INSTALLATION OF PIPELINE NASH COUNTY GRAVITY SEWER STEEL ENCASEMENT 2 08
NASH COUNTY ~ ~ y" BLOYy_OFF ASSEMBLY NASH COUNTY WATER SERVICE ASSEMBLY t.oe STANDARDS ST ~ 0 1.03 STANDARDS STANDARDS ~oAROS AT CULVERT DETAIL ~•t3 srANOAROs
tR.
w<ta _ _ 9 ti IRe41 oRMF I ~ S 'Le' DIP REDO DIP REDUCER ESTRAINEO ON' OR JOINT
{ YR ~ VARIES t~~i[ SA[l UD ~ Jd CTR7 FFE ro NO CTION RESTRAINT DENCE AS D! Jd APPROVED BY ENCIIEER
aaol A00~ I PULL S:.OT (7) .A. lei! - - ~ R[SIaTANI
Sr 4Rl'A(E An dA r"rcIAM~Utma1 ~ I YATOaA 41A1 e[ M.d ADAPTER ADAP R M.J, TE
AT~TOP a pFE I.IpI• S• srArnAM NEao P~~ OR-A NE55 BASE DR-A NESS h 1 ~ ~ ~
EIEYeIIlCN ~ r ~ HDPE O NAPE DIP OIP p ~ N
j.,..,, 01 N O 1 ID ~ op
{~1eN• p ~M JO' A IRII. OF 10' HDPE PqE A YIN. OF 10' HDPE . OF SO' OF ~t~0 ~
OONO[R ICEt 0 Q% GRADE FOR PROPER YIN. BEARR ~AJeR1A a t PFea w) eE BRASS t cavER NBMa /Ha 4wt E_~F AIIONYENT M1H DIP ~ EOIRO rf _.AI10.1NQIE-, 4Nn AK au11tT3 ! eY-Itiv K CIUIDE FOR PROPER RESTRAINED DIP 01 N 0> NMENT IR1H DIP n
FoR N~TMJ~AS IWIQD vu nc~~ 41 WW
N MARL OL r N1 ~rw~E ACT mE wtx ARPIIO Ill a / 'A' A[ LORI. 3 ro oeRllE P ~TIK ORNUa~1XE~A~41dR0 ~ W`~J Oitro
ARING AREA w~T x MRR 115101 / SD. FT BE 1~l01 J aa~
RLINO r RFt e' Prof r FFE IY PFE pp0odrt ~ eo^ eoR 1 a d6 {OS ~ oPlNlo e
!.E M RE I xa L Jlb u"M IF33 I Z a nl Qrn
IxuR,x As NEARtr KRncA a roslelt H ~ AAV I I1
.Rn. i JN PIPELINE RESTRAINT AT e,aNa w
smNa STANDARD 1 & 2° METER S70'N0' NASH COUNTY NASH COUNTY THRUST BLOCK NASH COUNTY AN VAULT t•09 STANDARDS COUNTY -LLB i yoAROS HDPE/DI CONNECTIONS DETAIL ~ z
STANDARDS FOR HORIZONTAL PIPE BENDS t.aa STANDARDS INSTALLATION D aZ .o
2J 01 O]
NW NN
1e001 Y[01 RJR MAO[ al~ ~ AND CoAOI H ~ m
I eE W U RO PRANaDr ro VA0.T MALL rRA41 GRADE t YFTER rAa To eE A YA70YUY a ~K ~n~ m~
r-o• 'c' s ' eaow nnsNLD aRAx. • a' i~PPRO~KD e"r"ECacuIR'6in"~ ro Iwc oast pp~~1D oac NR R1WR rn ao 0 ECII01 VAIK ~ ~ ~
RDIF41aq 1. Access DOM SNALL e[ NARRIIM ~ eAtlrovtow '-0' YII. 1 V BARS DQM RTN A YNMN OPO/R ~y PRK11141 1 ~ Moss BARS ae . - Y . • CalNAR011 Ael d 41 RDFASE VALK
S YpAKS 41ALL eEp e(,ION IODeT~DiORM. MANWRI ANNE JO" aR ~W~1T CO~IICIRIC~4 Y K IMD. 1e• ~ Y[I01 . BRASS vuK N d N ~
r. TO ENSURE P04OK aRAMAO[. w[ VAIAT SHOULD BE OED N St0 E ADJ11iAdt vN~
. . _ _ ~ ORAMAOE lY1101 C~OIY~IECTMD tai ~ 0. ! A COA~Of COCA TMI F~If1 Fi S' IER YIN Sla R v ~ •
A/w OXp
I-~-i ~ Ai J000 P~ ~T [tlLixiel ~ d ~ ~
J DaM 'D• ~ . • . . ArcnoN "c-c" , Pne~l ~rAl~ t °°~~1IKKnnFFrq
~ "`K r vAK Box w ems. RIN tf"~ ~ 3 N CA~O °~°ie ^P~ ~.AAAAA PAS PO w (O
SS S1O YAK Box NsrALU11M is ~a,' p ZOrO IY e' -N0. 6r fNNE , 4 ~ ~ G~S~O ~.tf p 7 N
a aMME eLOa M cvRe a"' p t~Kt T VERTICAL BENDS-1HRUST 150 P.S.I, w~lr tER o„ ? Q 9 ~ ~ N tlD]ESC SIII AS AAt RDfASE YALK. ° i ~ SEAL Q V
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NASH COUNTY VERTICAL THRUST BLOCK DETAIL t.05 STANDARDS INSTALLATION AND VAULT 1.10 STANDARDS STANDARDS NNOAaus (FOR WATER MAINS) 115
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--1-_ , , r 1 3,313,242 sq. ft. a``~
~ ~`..89,J6'_ ~ 1, . 1 . _ ,..1.53.18. , 76.06 acres
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A 1 1fi19 PG. '1f33 1 ji P , E'{, I`i,, 9i L . Ap 16,766 sq. ft. W"
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4a'7eo ; ` ~ I 50. FL 'ect to: N This sketch Ian shown hereon Is a prellminary sketch of streets and lots and Is subl P
N I 1 6 , a . , LEGEND unt review and a royal. ~~o 1. Nash Co y pp ,
0.~; ~ ' sa. Fr. 2. Site is to be served with Town of Nashville Water and Sewer. a~
; " _ ISS ~ IRON STAKE SET L J. EIS ~ EXISi1NG IRON STAKE WOOD UNE N ~ N 3. Evaluation of 404 Jurisdictional Wetlands. No fillin of grading is to be performed In ~~N
fL~?. PKS APK NAIL SET PROPOSED RIGHT OF WAY areas desi Hated as 404 'urisdictional wetland unti an approved permit has been obtained
" , ~ t EPK EXISTING PK NAIL. vt ~ ~ t.` Y EXISTING RIGHT OF WAY from the SCOE and NCD M DWQ. wvW Oxm
~ PP ' }POWER POLE VEMENT 4. A field topographical and boundary survey. =Qo PROPOSED EDGE OF PA
` ,'L ' ~ R RIGHT OF WAY 5. All materials and construction shall meet NCDOT Standards and Design, latest revision. a~~ EXISTING EDGE OF PAVEMENT master land use Ian is a schematic re resentation of the eneral area within and
~ RRS -RAILROAD SPIKE SET. 6. The p p 9 around the area shown and is not a final develo ment plan. Master Land Use Plans are
t'C,I~ICRET~ ERR EX.RAILROAD SPIKE N >r{FNT NLS ANAIL SET - - - - U. BUILDING SETBACK LINE d namic desi ns which are re ularl modified an altered during the ears required to build Y 9 Y
F OHE OVERHEAD ELECTRIC a communlt as a res onse o factors such as chan in governmen al requirements and Z~ Y~ P 9 ~N
F`If1~ a?2~t'1!?15.~14:a CP COMPUTED POINT - JAMES Blue^PITl.~y MON. GRID MONUMENT - - DRAINAGE FEATURE the chan in needs of residents. This edition of the aster Land Use Plan Is a temporar Q , 99
P.B. 14 F'G. 234 ~r CMP CORRUGATED METAL PIPE desi n and Is not frozen as art of the !e al documents and contractual commitments o ZZ P SOIL DELINEATION LINE .the and Owner. The Land Owner reserves he right to make revisions to this plan. ~ .
aFn aunuG ocnFCra1 +r 1L_ I __J l1...___ L_1'_..__ LI_..l 1L,:.. IA....l...- I ...,.4 1lnn ~Inr~ nnn++rn~nly rlcn+n~e ~I'1C ~ .nLLI
I however, Me LQrI? uwrler r)eIICVCS LIIUl UII6 IVIUOLVI LuIIU vaa f full uwufuwfy ucrfcw tv an
current trend of development within this area. W> o= oV)
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1745
General Notes:. caner ev
e o er.
1. Topographical data performed b Ted Ho klns, S rin Ho e, NC. Y P P 9 P ape, NC.
Boundary Information supplied by Ted Hopkins, Spring Hope, NC. 2. The contractor shall notify and cooperate with all utility companies c lope, NC. cam anies of firms havln facilities V~LLA
on or adjacent to the site before disturbing, altering, removing, relo~ p 9 S W/NDCHASE LLC moving, relocating, adjusting or ~
connecting to said facilities. 844 COUNTR
~ 3. All excavation is unclassified and s;~all include all materials encount~ Y CLUB RD. rlals encountered.
4. All structural fill material shall be free of all sticks,. rocks, and clue 0 Q 5. Unusable excavated materials and alt waste resulting from clearing ~ cks, and clumps of mud, ROCKY /MOUNT, N.C. 27804 om clearing and .grubbing shall be
~ ~ disposed of off-site by the contractor in an approved solid waste Ic solid waste landfill.
6. Location of underground utilities arc approximate and must be field gust be field verified. Contact the
" " ~ NC One Call Center at least 4 ~C/ 8 hours prior to digging ®1.800.632. SITE ~ 1.800.632.4949. The surveyors
have only located the utilities chat are above .ground at the time ~C/ of field surve . Under round lines shown hereon area roximate o the time
Y 9 pP various res onsible arties. The surve or does not uarantee that a P P Y 9 pproximate or as reported by rantee that any underground '
(U structures such as utilltles, tanks and pipes are located hereon. cal n sneer hereon. ~n ¦
~ ~ 7. All pipe lengths are horizontal distances and are approximate. cimate.
~ 8. All work shall compl with all a licable codes, re ulations, and or Y PP 9 / ons, and/or local standards im osed p
b local utilit . Y Y 9. All construction. and materials shall meet NCDOT details and NCDOT Stocks. En meer~n P.A. g 9~ and NCDOT
Standards, latest edition. All work within NCDOT right-of-way shall ~f-wa shall meet the s ecifications ~ 100 Eastern Avenue Y p
and standards of NCDOT. Nashville, NC 27856
10. All concrete pipe ;)s to be ASTM C-76, Class III with ram-nek. n-nek.
11. This property is located in a Flood Hazard Zone per FEMA Map. 12. All lot dimensions:,. shown area roximate. Consult the bounds su MA Map. boundary survey of actual site 252.459.8196 (v)
PP ry boundary Information. 252.459.8197
13. An evaluation of 404 jurisdictional wetlands was conducted. There c ted. There are wetlands within small: kvarnell s1fOCk
the project area. See sheet C-01. @ sengineering. cam
14. The contractor shall be responsible for all work zone traffic control right-of-way. All signs, pavement markings and other traffic contrc affic control (n or ad'acent to NCDOT J traffic control devices- shall conform COni{a~t: .1. KeV/n Yarnell
NOT TO SCALE to the Manual on Uniform Traffic :~:~ntrol Dev(ces MUTCD , 1988 edit D), 1988 edition as amended.
( 15. Prior to placing CABC stone base, the contractor should. notify the Ei notify the Engineer to inspect and proof
roll the subgrade. Any stone lace without prior approval will be th ;Q ral will be the sole res onsibilit of the P Y
contractor.
16. DESIGN/FIELD CONDITIONS quite. easily may vary from that represente~ of represented in the initial
soils report and/or topographical report. Isolated areas ma show u Y i soils or groundwater conditions: may be discovered that were not rev may show up weak and adverse were not revealed during the initial
soils investigation. Therefore, the Contractor is to be aware that Stc ware that Stocks Engineerin , P.A.
will not and cannot. be held responsible for any failures to either a 9 to either a street or parking
lot pavement design as a result bf soil conditions.
17. All utility services, (p wer, telephone, cable, eta} are proposed to be GENERAL NOTES: (LOCAL JURISDICTION) seed or mulch disturbed areas until all underground utilities have be oposed to be underground. Do not
18. Regulatory signs, stops signs and street name si ns shall be manuf~ lities have been instdlled. III be manufactured from high
1. An discre ancies in la out should be brou ht to the Engineers g Y P Y 9 intensity reflective materials.
attention prior to construction. 19. All excess topsoil and unclassified excavation is to be hauled off-sit iauled off-site, unless otherwise
2. Written dimensions supercede scaled dimension. All dimensions are ed a of avement or as noted directed by the owner. 9 P n ewer 20. All site construction irtust be inspected by The Project Engineer or Ai
3. All materials, installation, testing and inspection of water a d s ngineer or Architect at the following
utilities to meet current NCDOT standards. stages: ~ lone Base.
' - wi h 20' ave~r?ent section. A. Cgsapfejlon of grading subgrade prior to placing Stone Base. 4. All streets shall have a 50 public nght-of way t p
All streets shall meet NCDOT minimum standards for subdivision streets. B. Completion of Stone placement prior to paving. 5. All lots to be served b ublic water and se tics tem.. ~ C. Final inspection 'when all work is complete. Y P P Ys ~i` i ~ ~ ~
n n e easement is reserved 21. The surveyor did not 'visibly''see any cemeteries in any open areas u 6. A 5 utility, drainage and road mainte a c open areas unless otherwise noted. MAR 3
olon and adjacent to all street right of ways. 22. This property does not depict encumbrances that are found during a 9 1 and during a thorough title search.. [y`;l~
7. Flared end sections are to be used on both inlet and/or outlet ends of 23. Contractor to furnish all paint striping as shown. NfA~fhr?.;~i r ~dicated otherwi q~Fh~~~ se. s,
storm sewer unless otherwise noted. 24. All dimensions are to edge oP Ra~cement (EOP) unless indicated other ~~''~-'rF:. Hhere existing asphalt and/or curb ~~-v~;;h
8. Each rime contractor erformin excavations or under round work 25. Contractor shall saw-cut to rovide smooth transitions where existinc s P P 9 g P shall be responsible for the location of any existing utilities in the area and gutter is to be removed. ;
of their work. Notif the utilit locator service 1.800.632.4949) at least 26. The contractor is res onslble for. 'rho 'nand im lament y y ( P p ation of c ientation of all required/necessary
48 hours prior to commencing construction in order that existing sheeting, shoring, and special excavatl ensures required on the I sired on the project to meet OSHA,
utilities in the area may be flagged and staked. Contractor shall use Federal, State and Local regulations pil~suant to the installation of tl all care necessary when working in .areas known or suspected to the drawings. The Owner and Stoc:cs Engineering, P.A. accept no re foliation of the work indicated on
contain underground utilities, including hand digging. to Install said items. accept no responsibility for the design
9. The contractor is responsible for relocating any existing utilities that site and shown upon request.
conflict with the ro osed construction, In addition, the contractor is 27. The Land Disturbance Permit must ap kept on the work site and slit P P responsible for repair and replacement of any utilities, curb and gutter, 28. The contractor shall Include in the ~-~r~~ract price any de-watering m e-watering necessar to construct
pavement, etc. that may be damaged during construction. Damaged the project as shown on the..: plans. Y
items shall be re aired to at least the qualit of the original 29. The contractor shall include in the price, any and all costs associate P Y ~ ~sts associated with providing a
workmanship. The contractor shall field verify depth of existing utilities professional engineer on sitef if req~.,'red, during the construction of istruction of the storm water
and relocate if proposed grading causes utility cover to be less than management facilities, ~und~ground utilltles, etc. as required for as- minimum required 30. All grass, topsoil and; .,building debris material' dumped onsite shall aired for as-built certification, onsite shall be removed in the
10. All temporary erosion control measures shall be inspected after each base bid prior to placement of structural fill material.
rain event and necessary repairs shall be done. as required. 31. All generated waste shall be disposed of off-site in an approved Ian approved landfill location.
32. Rip-Rap shall be placed on ditch back slopes to revent scourin of P 9 t scouring of ditch bank. ~pnn+rh~+
CA
. ~ SEAL ~ • M
t 983 Z~Z~ d ~ ~ r
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COUNTY:........ . NASH COUNTY
TOTAL SITE ACREAGE: 76.06 Ac.
ZONING:
CV .COVER SHEET RA-40
C-01 PRELIMINARY PLAN 1
C-02 PRELIMINARY PLAN 2 TOTAL N P B U ~ ER OF LOTS 66
- E: ISABELLA ROAD C 03 PLAN and PROFIL MI NIMUM BUILDING SETBACKS.
C-04 PLAN and PROFILE. ISABELLA ROAD
• ELLA ROAD - PLAN and PROFILE. ISAB C 05 FRONT: ' 50
SIDE: .........................................................................15
• BELLA ROAD C-06 PLAN and PROFILE. iSA SIDE STREET: ' 25
• LLEEN ROAD C-07 PLAN and PROFILE. CO REAR: '
- • VENICE CT & TUSCANY RD C 08 PLAN and PROFILE. 30
STORMWATER WETLAND PLAN
C 09 MINIMUM STREE ' T FRONTAGE .......................100
EROSION CONTROL PLAN 1 C10 MINIMUM LOT SIZE
C-11 EROSION CONTROL PLAN 2 .............................................40,000 S4. FT.
D-1 EROSION CONTROL DETAILS
D-2 NASN COUNTY WATER DETAILS PARCEL ID: .............................................................3727 0033 3816
IMP ~ e ERVIOUS AREA. ..............................:.............17 /o
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AVERAGE LOT SIZE 1.02 AC o 0 UU ~
LOT AREA ROW AREA TOTAL ~ ~ g (AC) (AC) (AC) ~ ~ N
TA 67.4 8J 76.1 o M
ANS. I 0 S 5.9 3,2 9.2 a o
~ Plr~;~ .3%27r?~aa3n1~ L(?T 41 ROOF IMPERVIOUS - o
' P.B. 18 FG. 127 g X IMPERVIOUS 17,2X N w
PART 0
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GL
PIN 3%2700351824 IR01~! #
LOT 42 ~'U4 5 ..,E..~---'t',1 _T,gKE P.B. 18 PG, 126 ..r EXISTING
FOUNl7 IRON 5O O8'` I~?ON PAR71 ~ TAKE:: RAIL ROAD
SWQ BASIN 1AKE A f1.17 Ac. 1=Ot,IND FhfJt=!C) ~ SPIKE
r~1ra~ 72 ~'UU?U~Z~ PINS! :3:'%70p441,1139 PINS 37270030970 PIN# 372700431632
PlrJ' 37'Z?1?U353307 PIN 372700.35~318~ I'If1~ z'27i1031582'~ PIr1~' 3'2 OI,~S1F7U0 ['Ir,i,~. PIN# 3727003,51577 ~ r # 5 !_!?1 5 LUI h LOT 43 L.1T 44 LU1 4. . . L C)'f 4 LOT 3 lOT 2 LOT 1
P .126 P.9. 18 PG. 126 P.B. 18 PG. '126 « ~ H ~g FC I ~ P.B. 18 r !?E 1=~'.E1 BMP LOT P.B. 18 G 1-'.f.?, !R Fr,, i~r P.B. I~ F(>, 126 P.B. 18 PG. 126 F.B. 18 PG. 126 F':1RT 1 P'.ARf I PART I PART 1
PAR~f 1 FART" 1 PART 1 ~ ~ v;~•r?~F 1 PF,RI 1 ~
BIORETENTION AREA = 0.55 Ac. O ,o M
t~,~ (SEE BIORETENTI N DETAIL) ~ it ' ,sis~; n w ro o ?n
~ . s,; SEE STORM l~TER WETLAND DETAIL ~ N~ M
G 4 C: U SHEET C-0,:9 ~
6 PVC : ~ _ , u, ~ ~ll
APPROX. LOCATION FRENCH DRAI CLASS A 3
INV. 141.50 OF ISOLATED WET NDS M R N E EGECY ~ 3
BE FI LED (0.29 AC TO SPILLWAY . . IRON ~ ~ 130 '
i}~Uld ~ n .1 1F1rlhj IP'ctN. , ` iPUr1 1PON IRAN 1ROfd ,,rA~~ IRl1rJ 6 PVC - ~ ~ i~~ F ~TAKF 3 r 5 cjnvE i STa•KE ~tN. ~ v Imo.. IRC)P)', t IR0~1 - _STAKE 'a,KE 'S!,'I,',E 271.88 STAKE 220:1+' ' STAKE 198.7' STAKE F~ND
~ _ ~ ~,.CT _ ,A ~TA _ ?3?.3U' STAK_ 248,08' :T.,I,E 45!...3 I fO1.1Np ,,.RISE (SOLID 41~.;. ~ 1 n!)`1[~ rg ~ ~ ~ F(?~ird . _ . .,~0.1..U . ~1)L,P1D L12 FQ!Jr~D '520'1?''10"E FO~,ND 'aiU`1~1'S9~F. - fOUNU _ ,'2. iUNU. _ , )'1;! 3 4'2"E . FnUp.IC' - S~Ptf'11'45"E _ FOUND S20'13'p2"E Ff7t)Nd, S2C'14'i "E FOUND L13 1 EPK
~ 11, FOUND ;fin 13 06 ~ 77 3' _.,012 08 E ._5c ~ U_l=. - _ - ~ 5~ 101.11'- 183.79' 5.52', 227.92' 134.13' / 101,39` t 103.28'' 149.92'' ~ ' 1 ~ Y 149.92'' 222.1' 210.06' ~ 14aN' .36:62' ~ 162,01' 1
I - - _ l t ~ ~ r~ ~r?1 _ - _ i ~ O-D CIYIGI`I _ _ ~ ~ ~ _ '1~ ~ EXISTING I ' 1
, , . ~ ~ r . v ~ ~ ~~Z ~ ~o,J~,. 15" RCP r ~ ~
V' Y. • - ` ~ ~ 61 ~
_ a 60 .m , ~ , 2 I 40077 M 40197 'r"
' ~~,`i' 7 10083 40084 ~ ~ /i ~ 90. FT: g . 58 a1 56 'n s0. FT. W S0. FT. 53 ~ 51 C'p,
~ ' 64 ~ 4otn. ~ - 57 . ~ ~ _ ~ ~ . C so: cf 1m1e . ~ ~ ~•!'t;•~ 40079 t aoo9s 52 40274 Q ~ 50. FT. S0. FT. ~ 50. FL r r•
1, 491'!6 ~ o ~ ' 40686 n N ~ 1 n ~ :90. FT. ~ n . 50 ~ S0. FL ~ 65 ~ f" s ~ - 40125 g 40121 ~(1 c+ ..p n S0. FT: ~ 263 r~ ~ ` . FT. ~ a Q J l S0. FT. ' S0 , N `y .`...40867 J 90. FT. t~ ` ri c Q N ~ -i, ~ ` Q L p 40042 01 , 1 ____J a j ~ ~ A S0. FT. a m Q a O 1
N . 0 r` . S0.-FL ,1 i \ is
15# RCP
~ . ~ ~ W i~ 5 ~ 1 ~ 84.85 ) ~ + 154 24'. . _ - ._..,_160.59' _ . ~ ~ ~ ~ ~ '
r r , , / - - ~ ~i 33 ~ .~~rt°' ~ ~ ~ tl'
40483 r•~ i ~ ~ / i = ~ ~ ; - _ Ir i 1~
- / 90: ' .r ~ „ +R+ 204. )J oe ~ ~ . 1 , ' IU ~ 12g', •g04.51 I) \ ` 36 12 2.06 ' / a?, ~ ~ PECAN'. L ~i
A r.. . ~c. . n ~ - " • ~ .58.14'- ~ 1, ~ cy, . , 0:40' - _ 170.40- _ 104.53'`' _ ~ OPEN FIELD 'r ~ _._.106.
1" b 97.1- . _;17 ~ 33 •8 +i:Y ~ ~ • <; 309.68; I ~ ~ 35 / ~ I' vJ
9 45 / ~2 / ~ PP,
t 94 1 ry T ~ ~ ~ - 9 i - 1s.~ 11a ~ l ~ 19e. 9.~ O,IZ' a Q - 58.40 }
T ~ 7sio1~ ,79. ~ _ 5 FRONT \ ' . . _ . ~ ,-~1 ~ ISABEL ROAD ~ / , f 121.00 ONUfd r Z M EdT
40414 ~ ~ ~r i so. FT. ~ o : - ~ ~ i ip ~ ~ ACK //TYP. I ~ ~ 42 l ) FOUN ~U 47 . E 76.x"" ~ ~ D ry l EOP/EOP ~ ' 41
• , 40549 n ~ f ; ~ U ; I
\ ~ i ~ ! ~ ~ ~ SD. FT. ~ I ? 44078 ~ ~ 957 43 tf so. FL ' 48 r , - ro 46 S R $ - If I
~ Fi. ~ , 44 V' \ air ~ _ ~ ~ 108J3 40208 n - ~ 0 4 M, ! 40254 S0. FL ' 49 g a'C 50 j S0. FT. ~
- ~ 38 ! i " 39 so. Fr. N 5 ' \ ~ ~ ~ ~ ~ 90. FTi N 45733 ~ s 41287 1 N ¢ f
a 1~ , ~ ? 4SS18 IOJ80~ 50. FT. a ~ ~ 0 ,9gpA8 ~ \ ~ ~ S0. FT.. ~ i SQ. FT. 4e 15 SIDE ~ 40J6 so. Fr. ~ sa FL ; I FT. ;
~ ~ , SETBACK ! CONTRACTOR TO VERIFY AND
41389 a. ~ ' V ~ ~ ~ ~ ~ S0. FL W ~ - - PHCtdL ~ C - _ ~ _ _ _ ~ , ~ ~ . N OORDINATE LOCATION OF PRO - - - N~l
M is U \ ,c~~ I ~ } N "'°O PED,ESTAL~., 1- ~ ~ POSED WATER LINE IN BEND OF
~ , 202.58' i - 105.58'. ~ 72.26' 184.72' :249.11' 218.39' . 221.N' - 129.52' ~ _ !~'~Jr-~ ~ Ley: ._~.__~..__Y._.. . f! V - 49.39' 184.85' 71.9 136A6 T0237 = 18 THE RIVER BY OTHERS. ~ ~ N20'?4~C14"W r~ ~ \L KS
. ~ W ~ 38 - - ~ ~ N 0'1 1N IBC~N ~ ~FEIdGE, ALONG N2C' 1f U'';v a GOI'J.~RFTE , ~ ~ r,7r _ 'a1.4k.rn $ u n~ ~'ci. ~ ter '20,.4: 7,' STAKE PROPERTY ~ _ _
MO~Uhd : ~ ~ ~ ~ N ~ 51064 ~ ~ ! , r rC.t~N[1 n O 30. FT. i~: OU D ~ F0t1ND' ~lP1,. STAKE I FOUND
\,R ~ ' ~ to TR~~L ' ~ 30 REAR ~q~N CONTROL ~
~ h ~ E I ; ;coRrr€R SETBACK ` , , % o- \ CORNER
- w • n v'I ; . M ( ) 1 \ EN ~ i ~ ~
r ~ ,J ~ , , rn ~ °o ~
< ~ , o°~ ~I ~ m°~
~ ~ 35 i i. ~
`47173 pjN~ 3~ ~~(~'?-}'710 ~ ~ ~,S0. FT. ' ~ ~ ~ L~~E ~4. 80Gf'1F „'R } -,~r~Ira f 4~rItdSTEA[! O~N~
~ ' ~ 1_. ~ D.R. 1518 5?3 50 . FRONT ,-t t BEFORE YOU DIG m ~
~ CK TYP. , ~r CALL TOLL FREE ~ w~
- s.. . , , _ , r --I , TOTAL AREA 1 so Z ~ 0 632 4949 o x o
!45 \ ~ f Og. 13dy8, y 3,313,242 sq. ft. a
` \ ~ ~ 4 PlPi .372700243254 CQ . 1' PirJ# 37270014.70 ; , ~;:~I;~rI1EN FIARRELI 76.06 acres o
1~E4VEY T, COUPEP. \ R - - ~ D.B. 1619 Pi. 183 D.B. 1526 PG. 155 •po AREA IN R W ~ / am
28:34c- ~ \ 1 Ap 1, 31.39 • i 16 766 s(~. ft. M"~ J~ ~ q JN
\ ` 0.38 acres z.
' ~ IN _3._ MATH EXIST G N AR ~Z ET EA a . z
MROCK STREE'1• IN SHA 3,296,476 sq. ft. Zg
r~ ~~JBDIVI ION i ~j~ 75.68 acres ~ m ~f NORTH CAROLINA NN
ro ~ ~ l N 33 i ONE-CALL CENTER
4o~ep = $
s0. Fr. 34 N ~ ~ H m ~
41416 M ` S0. FT. A' EGEND °
h ISS • IRON STAKE SET 1>r00D LINE nmi ~ ^
t, i.- rs' S0 R ~ ~ ~ ~ EIS o EXISTING IRON STAKE ,,dpl 4~~h~~ N d ~
4 , ~ ,1. T ~GHT ~ PROPOSED RIGHT OF WAY CARO ~4 N^N PKS PK NAIL SET ~ ~4
oo' 8' 20' 8' e' ~f DISTANCE EASEMENT EPK SEXISTING PK NAIL EXISTING RIGHT OF WAY 0,: pFESS~p~,•.,~G wvw ''1 ;9. J
't _ . srlau.ool sNODUO~1 oral PP .,POWER POLE PROPOSED EDGE OF PAVEMENT ; ~ ~ ~ o x m
1 , tt?.ge, 2' S9. A R ~ 10' , 1 R/W RIGHT OF WAY SEAL a ~ ~ l0' ~ R RRS •RAILROAD SPIKE SET EXISTING EDGE OF PAVEMENT 19843 /W
~ --2.081f 208X-- ~ : !.'rlydf;RETE 4 --&0% B.OX 4 4 I_ 70 _I ' ~ f~ .f• ~ ERR • EX.RAIIROAD SPIKE S • v'. r7 ~
t~~lr~uf~ENr 1~,~i--- I I li . ~_~;.~111=~~i1_~1 r- I7~,: . ~~.r ~ ~--1 I- ~ 1 NLS SNAIL SET - - - - BUILDING SETBACK UNE FN E~ ~ i~ .CINE.•''(, woo
PING ~%z?urllasl45 ,-11 -I I 1-11~r_ =11111-1-.1--11~J1 ~ • OHE OVERHEAD ELECTRIC ~~i ~ C S ~ ~ ~ CP /COMPUTED POINT - - ~ F~ ~ z °n° RAN 110N. ® GRID MONUMENT DRAINAGE FEATURE ~ h ~ N
DAMES BRAN~rLFY ~ ~f1~ ~=>T , a• cnec ~_~a(f;~il 1 _~~-Ci a/w P.B. 14 Pty. - cna+ - usEO c~o11P =solos '7 I cut SEC110N - ~ ~ se a~
CI~P CORRUGATED METAL PIPE SOIL DELINEATION LIE z ' PEI1 ~ PHONE PEDESTAL w ?
SiaNDARD NCDOT 20' STREET SECTION /MTEHSECT/ON DE NOT TO SCALE NOT TO SCALE ACTION DETAIL w w5
LE OM oa
~z C6
SCALE: 1 100'
N
0 100 M 200 250 300 cOI

S Flh!{k ~Ill(lU,?ils'tl/ ~ ~ h'RV .~r ~~'.~o,-~:~e'i ~ n,~f t:'.JP;,198CiM11 AREt+ ~ ! 1_r~j ,^€1 3r ~r~
Rt;RT ~ IROrd ~~f~, il•.!_7h~~1 iGs;r~1 1~~r.T 1~tC!td 332,77' STAh,E . ~B 4[~~EtiE i t
. ~ i~r E1 'i7~, ~ ~?U J~~~~' E r; QUl~.1 _ _ - _ _ - - . suL "i9 5~ , _ I r~l~ _ - _ ;
E(Jl!~1i? 206.45' ' . _ - - - - - - - - . - . _ - _ . - z .l o z
' ~
ZONE 2 ACCE ~ - r~ rr ~ SEE ~ I - e A ~6
r ~ 1 126.74' 131:76' 131.25' SI,Og. . \ t,,.; \ 'J` ZONE 1 ~ , \ \ G S8 ~ 63 a a
~ OAD \ , ISABEL A R ; rn v°i ~ % z
~ N H ~ ~ 0 ~
°z v / r,.. ~ ~ I I~ I I ~ / ~ ~ ~ - . w = ~
e ~ ~ ~ ~ I _ I ~ ; . I I I / / ~ r , 1' ,,era , 1 I I I \ \ nI1J1d )?Urlj~i~i,',+f)Cs
r., ` I - \ , 1 I,t~t =1!;1 AVERAGE LOT SIZE i.02 AC ~o
r , ~ 1 1 r I 15 SIDE ~ \ ~~,~~I~I~ "t~- !'~'~r' 1'7 LOT/ AREA ROW/ A A T/O AL ~ m
r, ~ h I . I I . I _ / , l ~ ~ ~ QI _ 3 I ~ a _ 5 SETBACK: ~ l ~ l ~ 1 ~ N i%
so. Fr. ~ I ~ . 1 r 2 h az17o I - I x1754 I a31o6 TYP: / , 67,4 8.7 78.1 c ANS. I P OUS 5.9 3.2 9. N o
Q I ~ S0. FL'., n - TYPICAL SIGHT , J ~ n l I L . SO: FT: I I S0. FT. l o' I , ' / f DISTANCE EASEMENT 1 ~ r x2196 I / / 1 _ 1 ROOF IMPERVIOUS - o 2$
1 50 THL ~ _ I / / 1 , , - ,EU . t ` _ I I I / / 45286 / / X IMPERVIOUS 17.2X $ N
~r ~ I I I , w 0
~ 10' ~ NI I I I I - ~ . ~ ~ f z
10 ~ f I ~ • b , I t ~ / / ~ / I _ . ~h - ~ I . ~ ~.a.~s ~ I ~a~r ~ Q J :~s~,r ZONE 1 `IMPACT ~ N M t N~ ~ ~
IR(7Pa' H. „`'i ` / / 48122 n (7~~, „ I : ~ y - I i - , ~ ~ 2880 $F. PINS 3~2~UU363Ui8
iD' rn ,,y ~ ~ ~ _ _ R R FO~~ND 4p ~ - . / ~~~r^a2~. 0'.~ ZON / t'~i 41 ~ ~ E 2 IMPACT P.H. ~a Pc. 1~7
1 192,4 SF. PART 2 ~ /
A 4'L ' r 5~ ~ v tF , IV: ~ / ~k LcJCATI~IFxas~s~ i1. q~.,3 - , IRUtd < N185621"W IRON 1fi0.a- (i,l,!rdD ~.~n 4N-. { ,.f' ~ , ~
~TgKE - ` _ ...,54~BUFFERA~ ~ ~ ~ 1 ~r INTER ECTI N DETAIL i1s.z4' sTAI;`~. R(, r S 0 ~DUND i ~ - 1ROtd ,
y Str1Kl r, l ' _ ~ FOUWI NOT TO SCALE -1% i ~ s ~ STAKE ~
.a..~ ' ~ . ~ ' t ~i~ _ x ~,sr~, ~
BMP LOT /
' y ~ SADOLEMORN ORIVE ssa ` , , (5U' PUBLIC R jbU )
~ , a ~ ~ ~ - „ 1 l; I~ 1, s, _ ~
Tr1R RI4ER h, rte,:. \ ,;t ~ RE~SEP.~iUR t,' nr ".r ~ 627
~ I -7~ f.Ss`"` SO~FTF~~nr~4 ~ _ ~ IRON PINS! 37270J, 5.6.'14 ~ L.UT 42 ' ''~AlrE 11.
~ P.B, 18 Ph. 2~ 'i k FOUND PART 1 _ _S"4.04:5 __p7:da
/ SW A IN IRS 1N 18'` ON ' - 0 8 S 50 C ~
. \ ~ / _ _ 11.17 Ac. STAKE STAKE E01~~N0 F"OUNIJ
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R/W RAW r~i ~ ~ ~ 9 V ^~ry , LOT 43 LOT 44 LOT 45
'.R 41340. P.B. 18 PG. 126 P.B. 18 PG, 126 P.B. 18 PG. 126 w P.B PAP,T 1 PART 1 PART 1 ~
a 1f?Ord it [!iJ P \ SO FT ~ 6 ~ ~ ~ - in ° ~ iv
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SHOULDER I SHOULDER DI1CH CP l~ t , ~ .T (SEE BIORETENTI N DETAIL ~ N , , SEE STORMWATER WETLAND DETAIL ~ ~
\ ~ \ ,,r. ' ~ --2.oea 2oez-- ZONE 1 ~ ~ ~ ~r . ~ " . 0 \ \ \ / . SHEET C-0~ a. 2
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OF ISOLATED WETLANDS FRENCH DRAT \ ; , INV. 14 .50 CLASS A
r ~ ~ \ t... - Flu 5EC110N - T USED OROIIP i 9065 - Q!T ~C110N - ~ \ \ 11 \ \ j Gj / , \ / 16 ~ ; (0.29 AC To 8E FluED) ~ ~ EMERGENCY
Q ~ . \ ~ 41141 \ \ \ \ / ; 16 / / 49068 _ _ , ~ 1- , _ . SPILLWAY
STANDARD MCDOT 20' STREET SECTION ~ \ _ \ ~ ^ / ' ~ / ~ ~ \ ~ ~~1,~i~E IRAN 6 PVC' ' IRON- _ IRON IRON 1!
. t - \ \ i \ / \ i ~S? , / FT1 ~!sD~~.5TA1€~ .2 ' ` ' . ~ STAR c: ; ,3 STAKE t IRCh / (SOLID) $ • . ~„9 0 , 248,08' STAKE 'STAKE / Y E 1 , ' ~~1NE' 01 ' FOU dD77 3' S20'12b8'E FaJtJ _ . F N t D ___S20'13 0Q'-E_ OU G L12 ' FOUND
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BEFORE YOU DIG ~ ~ rz ' ` / ~ e~ ~ 1 / I ~ ~1. ~ 1
a ,`p Si8'22 U~,,:E. ~ 49523 ~ ~ \ Cr ~ r ~ 3~6~i CALL TOLL FREE ~ , F . ~ ~ se. FT. \ ~ ~ \ ~ ~ ~ 18 ~~P. B ~ ~ . J •4,~ m ~ S ` i 1 - , :184 ~
1 $00 632 4949 .,t \ ~ ~ 1k ~ 1 ~ 14 \ i i 1 , ' o r \ ~ / 404E 40483 \ ~ ~ ~ ~ - ~ W(. ~U5 I
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MOPIUti1ENT a 50.. FT. I I ~ r , ~ I I ~ 33.80 19 ` ~ rV• r y j1 ~ I I } ' / ~ ?r1 l ~ 113.39 1.~
FOUND - ~ ~ - 25 J / ~ . ~ 1 / I / h _ _ _ 40414 ~ ` ,
1 i . 0 41580 / I 1 i,r, : ~ ~ I 011 / ~-r-!'LFIEi.I ~ /
NORTH CAROLINA , so. FT. / m / 24 / . _ , ONE-CALL CENTER EorrH s. Bcrlrr ~ ~ - • I I ' / p , oo ~ ~ _ 4 ' I 37 - r k, I. I 2
i, r:`. i !J rv 40118 / / Nt.) REF. FQI,N(? + . - L ' / / S0. FL / / / r / 2 \ ~ 1 ` I ~ I~., 1 r- - - I '`1 1 I I 4osas / ~ 518, ~ I \ 44078 ~ i ! I ' ' ~ I ' ' 1 • S0. FT.
a / / , . ZONE 2 IMPACT. o = ~ / I '~l 23 1 ~ 1 I ~I ~ 1 ' ao ~ 4os r ~ ~ X 1 1 I I' ~ 1 1 F i ~ ~ I \ w 1 , ~ 1 L / N
1952 SF. ` - , ~ . / I 1 I h \ I 38 ~ I + 39 1 40633 I I ,
ZONE 1 IMPACT q. yg0, ~ / sa. Fr, / / 2d 2055 SF. • . \ ~ / • / r I . I ~ ~ ~ ~ ' 20 U w ~ v ~08t. ~ ~ ~.i 40380;, - I '40428 ~ ,~c ~ ~ ~r I I I I r 50. FT.i ~ 1 ~ I I a r I \ \ \ J ..t ~ I . S0. fT: 1 ` 'b,,,,, I /
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- ~ fj ~ / / J / / 40332 / U ~ ~ Wo~iDSl ~ ~ I
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~ '0gB ~ ~ ~ l ~\~CI I n \ ' ` ` 129.5r 227.E 202.56' 103.58' 12.28' rn ~ ~ .36 y ~ p a0 \ ~ ~\,1Z'1 m N I ~a , ~ Ot~CR~ iE i N 1 4 W ir.30~d ! ` o ~
TEMPORARY ~ - - - , rsr• ~ ~ 1 , ¢ ~ o I n •t,,, ~ FENCE `ALONG N20'16'. 0"W o,~ ^ I 51064 _ , ~ hiCt~UMd1J1' ~ ,v~F~f~E PROPERTY 768.47' ~ I o I
N s ~ ~ LEGE D ry CUL-DE-SAC , , ~ .gF. T g4, _ ~ I '~O ~0. FT. O~No ' I / i ~ ~ LINE7~ N ( ~
J ISS • IRON STAKE SET ~w WOOD LINE ~ ~ ~ / °+r ~ • ~ ~ \ ~ , ~ -mil i ~ 111 ~ 1:~ ~ - 01 . ; I \IN ~0 TR~?L y \.\q~ /i.w 1. ~rn 21 , ~ ; ~ ~ CURN~R ~ rn N ~ a - .
EIS o EXISTING IRON STAKE PROPOSED RIGHT OF WAY S4 ~u~R / ~ ' C ~ ~ ~ ~ - / / . ~ Q ' ~ ~ ' ~ - 4x768 r \ , ~ ~N
PKS ~PK NAIL SET T OF WAY ~ ; 27 ~ ~ ~ ~A' r • ~ ` I~ ~ s - sa. FT. 44768 ~ ~ ` r \ 50. FL ~ ~ ~ ~ w ~ w
P XISTING PK NAIL EXISTING RGH a~ / rY ,04 ~ ~i ~ 49581 Q • ~ - q _ PP ~O,POWER POLE PROPOSED EDGE OF PAVEMENT so / 1 ~ ~ ~ ~ oXm
~ r _ R/W RIGHT OF WAY ,N~ • ~ / I I ~ r4 • • ~ • / ' / 35 ~ \ a w ~ ~ I 1 ,F• 1, r' v
RRS • RAILROAD SPIKE SET EXISTING EDGE OF PAVEMENT ~ ~ rv _ _ ~ ~ ~ ~ : . , ~ . ~ , t J p 41173 ~ r , \
ERR o EX.RAIlROAD SPIKE ~ ~ ' ' / 28 / \ ~ BUILDING SETBACK LINE ~ / / ''.a21s6 / ~ ~ - NLS WAIL SET ` ~ / S0. FT. ' / V.. \ ~ n r . \ a ~ , ~ Qrn
1 / S0. FT. / ~ OHE OVERHEAD ELECTRIC ~ I / y ° ~ 50 FONT ~ , ~ n k-~ --i ~ 0 ~ ~ J ~ % leg CK TYP. - , ' / t •..f \ wN
CP ~ COMPUTED POINT _ , • - • . - DRAINAGE FEATURE ~ " ~ / / 29 •
~ MON. ® GRID MONUMENT ~ , / _ , ~ / s r / 41091 _ _ A / / ~ ~ rs CMP CORRUGATED METAL PIPE SOIL DELINEATION UNE / IR(JiJ ~J~•3p . ; , . J so. FT. / h / J'. 9 - , .1\3.2s. - ~ Qz
PED ~ PHONE PEDESTAL ~ ~71~I.F ~ ~ ~ / ~ - H / 30 / _ ~ r (r~~. ~ t . / / / r~ • ~ o \ \ 74.1; • ~ • • ' i PIN# 3.2700147704 PINS 3, 2100243254 \ o m
FOUND 'Soil%'I, "•.ag.~g, J / / \ / 4 ~ ~ / -s , 40252 / ~ / ~ ~ ~ ~ _ ~ UEWEY T. COOPER STEPHEN HARRELL Nw
~rq~e / / 31 ~ r ~ ~ 29.34' • ~ ` 1! 0.8. 1619 PG. 183 D.B. 1526 PG. 155 Nrv
/ 131 3 v ) s r ,IZ I
~ f'N!hdr? ~ / ~~08 ZI r/Z / sa. Fr. I ~ T / Q ~ • / ~ _ ~ l~ l MATCH EXISTING
LINE TABLE ss.. • ~ ~ I ~ ~ / \ ~ ao n ro 32 / I I STREET..IN SHAMROCK
LINE LENGTH BEARING i , } a, , ~ ~ ~7~ . Fr~"~,, I PIN/ • .,1.1.,1: J. ~ ~ ~ , ~ 4o4s1 ~ I ~ I01I ,o4s / h / ra UBDIVISION ~ I
Li 31.50 S86'3648"W TOTAL AREA i EDI11~1 ~?~'r?k: ~ ''sib ~ - ~i~-~_ O/~ so. FT. L2 31.13 N20'14'04"W f NO F~Ef. '•C1!!r~lC ~ F~+K ~ r S0. FT. . / / ~ rn I~ 1 I 1 ~~~unull'/?~ N a/ 33 / ~ i~, N
313 242 s . ft. ~ ~ ~ ~ • L3 67.30 N6T19 59 E ~ ~ 't'.!~ra ~ r _ ~ ~ r
L4 65.50 ~ " 76.C6 acres ~ r-~1N~ '~?!11';E966 ,Cq~~E $Zt,~ / S611601"E t.C?1 F~)lfd;1 LrrYF ;,lktga. , / 40780 ~ / / ~ .~~~....,~~(i i~~ I sa. FT. I ^~'l 34 / / o : fESSr ..,ti ..N
L5 sa.7s s2s'S7 09 E AREA IN R/W ~ F 1 ~ s~r,~,; \ r ~ , , I " ~ PIN 372700153346 plhl(~ ~!~?QO'I~S°,121 F'.Fl, I v, i.,} f MIS r ~ . I I 41416 /17/ ~ ~ O m , I I S0. FT. "Yl
L6 90.60 S20'46 55 E 16 766 S ft. # , ~ 1~4~~ " ~ q UOCK N. PAGE ..l T 1 J Qk, A ~ i ~ X SEAL - =Q° ~ / awe
L7 42.35 S2959 11 E C.38 acres ~ U.B. 1002 PG. 160 ~ G.B. 15 pE~. 168 /1 r+s;' i -moo L8 39.50 S69'ST03"E I 19843 ~1 so0~,• ti~\ ;
. " NET AREA ,i f ,~77,;~' ; L9 57.10 N73 04 57 E ~ i~ 7 tip:;. ; . • ~7 r I , •.~'pQ E t;.
L1a 77.5o s3r59'o3"E 3,296,476 sq. ft. w ro 3,0p, 1 Z n
L11 38.61 szo'z1'2o"E 75.68 acres ~ ~ ~ ~T ~ / l/l N ' ~ ~
~ % P.1? 15 FG. 1~;5 ~ L12 50.02 S20'20'19"E / Z°
L13 76.09. S20'18'56"E ~ ~ ~ ~-;~~,~u ,-7;,~,,,~~~r:.,, ~niccrzn 1\88'.~.. ~ Z
Lt4 30.44 S20'09'49"E ` U) ~ T I J C;'?hl';RE TE V Iq w
i °.88 5 P..". 168 1a 168 NAONIIMEN7 w >
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: U ~ STA: 10 8 ~ STA: 10±14 1 EOP ELEV 172.02 '
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ELEV 171.00 ~ STA 14+ 13.26 w1~2+, l
r _ , 1-0 -r~- ~ ' ~ ~ ~ ELEV 177.04 4 ~ ~ ~ r ~ ~ ~ ~ . ,~~+~Q. , a.
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MATCH E ~ s ~ OOE . I~Q' ~ ~ r(yw ~r ~ ; ~ ~ ~ ` k . i R ~f ~ 1 ~ a^'~
k S A: 10 2 i26 +OU:,'~ " W EPELV1701~ STA 21 +38..1 b ' - .
I ~ 52 -,fir z , ~ ELEV 17;x.51 . ;
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l,~) ~ _ STA: 10+81.04 - - , 53 Q 1 ~ 1 ) ' EOP ELEV 172.02 EL i. EV 178.60 ~ ~ r ~
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,z STA 17+7 J ~ -T't C ,I, ~ ~ EL P _ tL ~
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STA. 10+00 TO STA. 23+00 ,11 .•1 ~ ~ARo
_ SCALE: 1"=50' C 03 Z ~9
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_ _ _ f _ _ .u. W.-..- _ _ ~...:.VPI ~ STA-= 0+25:00 _ _ _ _
195 _ . _ _ _ 19 5
_ _ .-___~,-.__v _..__P_...~... ~ X
VPI STA .__.10+40.00 _ _ _ . _ _ _ .w.. _ _ _ ~ 2 - -3 6
_ . VPI EL. _ 170.64 _ . _ , __.,_f.._ _ _ _ . _ _ 9 . 8~..-_ - _a_- _ _ _ _ .~..m._,_~__.._.. _
_ 1 - -0 0~ _ _ _ _ _ - - ~ - - r------__ - _ CUR i__ VE LEN 1910.00 _ a__ K_ =-326.86 -
190 9 _ __r.___.. ___T,__ __.._._..-.__-.,M___....___~_.._~.v_.._.__._ m..._ 190 n. E._ = -13.95
_ CURVt: LE =....60.00._ . _ . _ _ _ _ _ . _ _ - _ _ ~ ._..e_
._..x.__._22:4, . _ _
_..__v._______ _.a...,. _ _ _ _ E __-0.20. _,._..r _ _.h_ _ _ .w.._
_ _ _ _ . _ _.v_.___ _ , _ _ . _ . _ _ _ _ _ _ _ . _ _.Y_ _ __FS.. _.W . _ . _ _ o
185 . _ : _.__,_.M__._. _ _ ._p _ o o,~ _ _ .__.._____.-.,a_ ~ . __..._w ~ 185 ~
0 _ _ - o _w.._ . _ _ _ _ _ _..T._.._ _ _ _ . _ _ _ _ _ _ . _ . _ - ..a.. _ 1 ~ ~ 01 N O N~00
rn _ . _ - - _ _ _ . - _ . _ . . _ _ ..__._.._,e,. . _ _ . _ _ _ _ PROPOS ~D __.~..r__.__
O O ~ co + N . _a.____..._._.._.O .._.._-ON- ~ r.~ ..O _ 01 N O7 _ _ XISTING_ _..._.,...__-.GRADE-
O~ _ _ _ _ _ _ _ m__.. w..W - _ _ J _ Z
Op .-N "--II _.___v_..__.____ _____..______._,_______-._e.-__ _ _ 180 o ± -II.__-- ___,J.__ GRADE.... ~ k__._,_ ~ X m0 ~_._p _ 180 a ~ ~
O ~ ° ° II II ~ - 1
II II J ~ , O _._.~_.y_.._..___ __,..w..... __.._.r.._.._ _a. I
V C:1 _ , _ _ IL W_...w__ R--------~3 . , _ 1 ~ _ f ~r ~ ' OL L. _ _ Q m
_ q ~ a _ , - v~iw N~ ~ II II ~ _ _ ~m m _ _ J N
175 ~ a ~ g ~ _ __---.,...a --~L...._ ~ _ _ U ~ . ~a~... 175 Z .
_ ~~u _._~.v-..~. _o O_.._.__ ~ _ _ m m - ~ a K . W Z ~ ~ _ Q , .~_sn
~ C ~ ~,Y ~ ~ I - _.....~_r ~,v Z Q
- , ~Ot - r~ ~ ~ ~8 PVC W .TER
2.:109._.. , _ ~ R ~ ~C W .TER r oo NN ~ _ . PRO SED---
-a.' ~ ~ ~ - . _ . _ ......_____._r_._.__.W DITCH-
170 i p . 170 ~ m
CON ACTOR TO VER FY AND _ _ . _ II ~ m _ ~ Q _ ~ ~ rn F. .J ._.__~...W I ~
_ COOR INATE L06ATION OF PRO-°.. _ _ fA W rnroM
POSE WATER LINE IN BEND OF _ G9 _ _ _ . - _ THE RIVER BY Ol'HER . _ _ _ I 5. _ ~ _ _ . _ . _ _ . a n. _
_ _ _ _ _ . _ _ _ _ _ _ _ _ 7 _ _ vw
165 ~ _ ~ N . 165 W.,W
_,.R _ 2 J . pj~Rl
O ~ N ~ t0 r e- _ - av.~ n _.____Q_.~.__ ,.._.w_._.____._ 10
O N N CO Op O ~ M l d . cv M d ~ N tD O r r a0 ' ro ao 00 . t Op d M ~ t0 . U1 ~ ~ O W UO N . , ___.~01 __.__.m.._ M ~ _ m _ - . ~ r ~ . o ~ . _.___~_u___
00 00 0o ao ro ~ aD r r` sD ~o ui N _ n _ r _ r _r ~ __.._.._____c. ._..._.____.._c r. . r r . - r _ ~ ~ ~ ~ W~ „ _ _
160 ~ -----.._~_._..r__._-____-. .1,..__--_.. _ 16.0... ~ Z
9+00 1 +00 11+00 12+00 13+00 14+00 15+00 16+00 17 0 +00 17+00 18+00 ~ ~ 19+00 20+00 21+00 22+00 23+ 0 II a .
0 ZZ
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PROFILE: ISABELLA ROAD. STA. STA. 10+00 TO STA. 23+00 = U °oQ
C_03 SCALE: HORIZ.: 1"=50' ~z
VERT.: 1"=5' SCALE: 1" = 50'
1.0
0 50 100 125 150 C=03
f

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~ I i 8 LF -42 RCP } ~ w
. ~i ®0.50 W 6 FES
i i i t ~ ~ F r~_. ~ ~ ~ 1~. ¢ a `~°p ~ U
r LP STA 3 42 ~ ~ j ~ ' a! f .i,~ Ul U1 ~ D 15 ~ ti~+. ~ ~ z ~ ~ ~ o .
~ ~ P'sTA 3 42.58 ~ TOP ELEV=149.71 ~ j` INV IN-145 2 DI 6' ~ W =
~ - ~ ~~EV 1~ ,2~ F S 2 ELEV 15 .25 „ I ~ INV IN-145.5 8 _ TOP ELEV 154.00 t
i" } _ INV. 146.50 INV OUT=145.31 - INV IN-144.04 „t . _
~ ~ r 4 F 18 RCP:.. 00 INV OUT=143.94 , ~ ; ~ ~ g
8L q~ 364 LF - 42 RCP ' f
r , , ®2.08 W 2-8 FES i I t. f ~ ~ _ ~ 0.35% STA: 36+06.39 „ ~ ~ 9 1. N _ ~ } EOP ELEV 157.48 = a"f N ~
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STA 24+53.78 ~ r ti _ ~ - I ~ ~ a ` ~ _ _
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~,~~00;~' ' ~ ELEV 171.54 ~ , ,a v . rK{ err, . ~ ~ „sti- y~ ' i - i , j~
r,. 1 / ,K . ~ , STA: 1 't ELEV 157.83 . ,
a j r L t . L 1 ~ z „
. . , ~ / S INV. 4 ~ INV. .50 ~ 150 LF 42 RCP
~ ~ ~fiµ ~x _ , ' ®0.35% ` f . ~ , FES 4 ~ ~ _ ,
1 ~ ` r- j ~ ~ a r :F, - ~ t I , . INV. 14 .03
x - ~ ~ STA 31 +40.15 ~ ; . ~ FES 3 TA 32+66,7,. ~ "i, . } ~ _ d 36 LF 18, RCP ; _ ~ 1~ $
'~Q:~ a ELEV 152.14 c , - _ ~ ~ , ..ELEV 51,:01, INV. 1 5.50 06.00 Y~ .6'7_FES
N. ~ , STA 28+40.18 .P _
, ELEV 161.55 ~ Oo _tr~; ~ ~
E., ~ ~ i ,r . ~35+58.9,1 ~ t A ~ / lA'
. _1 7 ~1~rV`~ . ELEV 157.12. 3 9
C' i ~ • ~ ~ ~ ~ .77
`L_. , , ~ 1 ~ STA 36+40 .1
' ' _ . ; ~ ~1 ~ 1' ELEV 157.9
. ~ 1 'r t ~ - ~I • . ~ 9 a,: ; .
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N _ O Hp STA 36+83.75 • i - R ~ ' ,
ELEV 158.05,
' ; 82 LF - 48 CP Wit;
:f . 0.35% W 6', FES

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1 +I PLAN. ISABELLA ROAD. STA. 23 + . 23+00 TO STA. 36 00 fA
SCALE: 1 "=50' C-04
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185
185 _ M.
_ ~V. wW__..µ.
~.._,...__...._.r_,._ 180
180 A__~,.~._.__ _ _ . m 368_.
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e_._..~...__..___._ 175
175 ~oc~.~ _ _ _
_ OR _ _ - _ _ _
0_ _ - _ ~ _ _ ~ _ _ . _ I _ _ _ .___.__..4___._._
~ I _ _ ~ _ _ _ _ - _ i ° _ I .STA....=--32+25.00.--_. ~ __:_W _ _ _ w
_ _ _ _ _____R~_ . . _ I _ ~ VPI EL = 147.,90
_i _ _ 1 = -3.68% 170 _ _ ___.__._.____9.
1 0 _ ~ g2 = 3.08% CURVE LEN = 400.00.-_.:______.__--_.~~.._._w__..____
._.,.._.__._W.._ _ _ _ _ _ _ . ~ , :,.c. _ _ _ XISTING _..T~- POSED ~ _ _ ~ _ _ K' = 59.21____ _ .-VPI- t =-165:00-__
_ _ _ of PRO ~ , GRADS ___o,n E = 3.38........ . w_ 1 __=._3.08%._ ._w..___.___.___~. o a . _ _ . _ g . _
~ _ _ n i GRADE ~ _ _ _ _ _ _ } _ I ' ~ ~ I ~ 1 _ - ~ _ . o N ' N co g2 = 5.37% ~ a ui _ _ Q__~ __..~__._,y......
_ ~ , N ~ j ~ CUR LEN = 71 .00 165 ° ~ N'~ ......._.m _ _.._.a._....-..___.. __a.__.__.__ ~ K['=+83.98
165 __T~_..__ ~ II _ _ . ~ _
_._..__m.. M s.-; . i 0; _ _ _ _ II J II Nrn00 J ~ -.___._Q lOr. "II W ~ N F- J ENO,
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_ o i. i F_ _ _ _.__.w. N ~ 160 Z „ _ w.__
160 ~ _..._:w____ _ n_._~ a _ _ _ _ g" P C WATER ' ~ ~ ° U I r7 II II °ao . _ _ . _ II W a
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0
_ _ _ _ . _ . . _ . _ . _ _ _ oo ~ _ _ , . , ° = 1.50 . _ .
..~a_,..___..___._ ~ _ . ~ ~ _ 1,50. .A..._. ....r._._. ___.r~_. ~o .,F~ _ ~ SEA ' 4 L ~ o z~ t.
_ _ . _ m......._ _ _ . _ _ 1 a_... _ . ~ ~ ~ _ _ . ,.W.._. _ _ r _ II I ~ ______.~d_. ~ m.__...__.,......_ - 19843 _ ~.._.__._.m ~ o F.. ~ - . _ rn _ .
y _ . _...,..a.,. _ Q ' i 0 ~ I _ _ . _ _ _ . % v ~ c.? , I ~ I
364 L 42 RCP _ O ~ _ _ . 111
I _ _ _ _ . . _ f- F ..x~......__... . _
145 ______T._._...._______._. _ w___ . - ......u~.. ~ ~ .___.__._._u____ I - _~_4"_.. ~ . ~ N N.N. N
Z..m ~ ___n.~_--. _
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r r r r co ~ co rn co t0 L_..,... _ ~ N ~ ~ r _ ~ _ _ _ ~ _ ~ _ _ _ . ~ . _ _ _ _ . _
_ ~ - I- 1 _m.__.,_._..__ 140 _ _ _ ~ _ _ _ _ j
140.L.__~_._.___... _r____.________..__.___.._ _--__w._ _ 30+00 25+00 26+00 27+00 28+00 29+00 23+00 24+00 ~ 31+OQ~ 32+00 33+00 34+00 35+00 36+00 Z WN
II a . U
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2 PROFILE: ISABELLA ROAD: STA. 2 STA. 23+00 TO STA. 36+00 ~Z
Ix-10 4 SCALE: HORIZ.: 1"=50' SCALE: 150' 1 j 0
VERT.: 1 =5
0 50 100 125 150 [C=04

a
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r. ` ~ f ~ ,
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I I w TOP ELEV=155.50 ~ , - f .2a ~ w x ~ ~
t~~~~a~ ~x V > ~ Vii) ,1 r , ~ , ' INV IN=143.69 ~ ~a~~... 48 LF - 1 , r . 48 LF - 18" RGP a
~ ~N.I 0.42% V , ~ INV OUT=143.59 0.4 % ~ ~ ;'v 2 W 2-~ FES l ~ _ _ 3 ~ ; ~ o 00 a _ ~ ~
, ~ f ~ I I STA: 43+27.26 _ _ a: 43+2.26 _ _ ~ _ _ _ ~ ~
' ~ ~ STA. 42+46.92 ~ U DI 7 .ELEV 139.70.- ~ ~ ELEV 136.30 ? ~ ~ Er fY a EV 136.30 ~ Y - - ;~,F ~ Q r. ~ o , ; l Q N M
- 1 ~ , ~e- TOP ELEV-154.60 ~ 82 LF - 48 F , ~ _ RCP ES 15_; FES 17 - . _ ' ~ ~ - _ _ FES 20: ~
- INV IN-143.06 ~ 0.35 W 6 FES I INV=143.36 - _ ~ INV=125.50 d ~ . a r ~i { - ~ _ _
- / I INV-142.0 , ; INV OUT-142.96 t~ ~ I ;1~ ~ FES 18 _ ~ _ ^.i• , . ~ ~ . ~ O N _ - ~ _ FES 18 ~ -
2 LF - 42 _ _ 1N3W3SV3 ~l lllfl ~ 30dNlb'8a , ~ I,, _ _ _ _ _ _ INV-14 , _ , } INV.=141..75 ~ - ~y ~ . ~ _ _ ,0 0 - ~ Z
®0.35 ~ ~ ~ F - ~ 0, , . _,F.. _ ,
, ~ ~
DI 6 - ~+oo=~~ x _ - ~ ;
TOP ELEV-154.00 t ~ ~ ~ a~ ~ sti;, a, ~ ~~f~ ~ ~ _ INV IN-144.04 ~ _ o
i. `INV OUT=143.94 ~ a ? rt ~ ~ sfi~ ~ ~ _ }
G. a ~ - I
a ~ 72 LF - 24 RCP r _;_--=--72~ LF L TWIN 3f; RCP f
STA 43+57.82: ' h - o W/2-6 FES t c-~ ~ , 0.50 ~
o ELEV 135.67 , x i F _ ~ , ~..w~% 150 L 42 CP I - _ ` ~ _ ~ BURIED ~ 6 SEEP;` _ i ~ ~ f~~,~. , - ~ WJ'4-6 FES ti ~ ,
®0.35% ~ r t~. ~ ' ~ ;
I - = +t ~ _ r ~ _ s _ _ _ _ _ _ I- - _
~ FES 8 STA 64 r,. ~ i FES 16 EL ~ FES 22 _ ~ - - ~ ,
4 ~ INV=142.65. ~ EV t3 .93 _ -INV=143.00 _-'INV-,135.0:.. - 35.0:. - - a _ a - - ~°iC ee .1.~
_ < _ _ ,L .....STA.., 44,5.5 ~7 - TA, 44,5,5..._ - . _ ~ . - - ~ i ~ _ _ y~ '
'STA 38+ 10.94 Z ~b L _ h - 157.09 'EI~~V'_ 4165._ - - ~ ~ ~i LE1!'_ 4;65_._. _.`,f=-_---___ ~ _
/ ~ ELEV _ _CL V ~ titi l ~ . y - ~ ~ 4 _ _ . , _ _ 1 - _ ~ _ _
- - ~ ~ - ~ - ~ FES ' 19 ~ ~
8~ l _ - ' v _ _ _ h ~ 9~ l _.,r - ~ r 2 ~ INV=:125. ' , _ r - , _ ~ _ ;
- - . _ ~ ,
~
f ,~t '4~~i (yam/- p~ n .,7 - ~ 1
_ ~ ~ 00 Z . ~ M«U~~~~ob ~ ~
' ~ _ ~ ~ 5 .24 ~ ~ ? , = TOP ELEV=1 7 . ~ ~ I, . ~ - -y ~ - . ; - ~ r-, STA 46+ G t,~ ~
y + w ~ . _ _ -~j INV IN-142.50 ~ y ~ y ~ 9~ 9 l c ELEV 14t.2~ ~ . ~
~ ~ O U INV OUT=142.40 U :_fi ~ ~ ~ ~ ~ ~ ~
~ - ~ 64 LF - 18 RCP r O ~
q rN., _ ~ . ®9.21 ~ W~ 6 FES ~ c ,
y . C~~
1 PLAN. ISABELLA ROAD. + ~ STA. 36 0 4. 36+00 TO STA. + 48 00
_ SCALE, 1"=50'
C OS
v
r _165.- __.____~i w__.:,__.___._ _
_ 16 ~ _ ! 5
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160 ~ J ~S _ .
w _ - I ~ - - - _ 160 _ - ~
a n, _
. PRO OSED _ _ , VPI STA: = 44+50 Od._._ I STA = +50.00
Z ~ GRADE _ VPI EL= 129.00 I EL = 1 .00 1 - --b.37X ~
155. _ _ _ _ 9 _ _ 1.__5.679 g2_-_5x6796 1
_ ' CURVE. _~EN = 410.00 _ _ _ _ ~ RVE_LEN _ _1
_ _ _ _ - _ . _ _ _ GRADE - _ K = 37;14 H~~. ~__w_ 90.00_--__ ' - = 43.85
E _ 5.66 _ . _ __.....r.__.~ __...___..w_____.. .03 _ _
8.. PVC WATER ~ . _ _ b _ _ ao _ , _ O _ _
150 ~ _ ~ _ ___.u . _ _ _ N , _ ..M. N_..........._. 150
- _ _ x _ . I . _ _ _ w, _ . _ _ _ .
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72 LF 42" RCP ~ M ~ ~ J _ _
145 ®0.35 150 LF 42" ~2CP 0 0.35 . ti _ _ . v _ ___._._W.. _ t~ c0 _ . W - - - - ~ rn _ M _ ~ 145
_ _ . _ _ I _ °
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_ 1.40 _ f o _._w_ _ . ~ iJ
_ (tn i ~ m __~~„__.T- _ 140 Z _ o x m
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li ~ _ _ _ - _ - _ _ _ _ ii_ ..:.---DITCH - . _ _ _ _ w z
a ,t y J. _ ~ y_ ¢ Z ~ W ,_..a,. _ - - O - _ Z J
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130 _ _ . . _ _ ~ ~ _ ~_.__....w . R ~ , L , 0~ ~ ,,~glllllli/q~~ N w
w.__.___ I~~rTk-=-37+80:00-----_._____w_.~.______ :_.....___oo ~ 130 ~,.,.•.s.•.,,. i _ ol. _ .._w~,,. ~ O . FE S!
API EL--:-16., ~ _ _ _
_ . __._...-~_._.,1_z.~.08~ _ - _ _ _ _ _ _ ~ SEAL
_ . _ _ _ _ 'g2 -5.37 , _ _ _ _ . . _ . - . . _ . 19843 m ~
CURVE LEN 710.00 - - _,...-_..w. r.
125._ _ _ _ =-x:50-_. ~ Y.__._,.-..____._._. 125 ~iC 5~° N N N
~ NAEL ~ ~ _ _ .
_ _ - Z
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120 " ~ ~ ~ I_._- ~ ~ ~ I ~ _ - n M r_L. ~_...._....._______r M I~ r7 ~ M ~ ~ M t d d ~ ~ 12.0
36+00 37+00 38+00 39+00 40+0 0 41 +00 42+00 43+00
43+00 44+00 45+00 _ ~n 46+00 47+00 48+00 Z~
~ N Q ,
ZV ~Z S w .
2 PROFILE: ISABELLA ROAD: STA. 364 W Lct
Q STA. 36+00 TO STA. 48+00 N
0 SCALE; 1 50'
C-05 SCALE: HORIZ.: 1"=50'
VERT.: 1"=51
0 0 50 100 125 150 C=05

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r , 1 ~ k ~.4 '
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kj c ~ r~,~ / _ S A: 55+20.91
. J~ a 1 EOf ,r ; EOP ELEV 142.09 ~ " j ~ ~
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STA: 54+7.19 if HP STA 50+72.25 EOP ELEV 143.79 4+7~ .19 4: 5
/ ` J rt , ELEV 148.78 ~ ELEV 143.79 i ~
~ ~ Z
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/ ~L 1N3W3Sd J~lilll(1 08 3~dNl`d~0'E ~ u.. ~ ; a ~ ~ - - , m
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~ :r, 'd. r ~,~°'0~ s a s~ CC ~~0 ~~0° . _ STA 55+78.36 ti, 00 ~ ~ ELEV 141.28 ACCE
~ wF ad, ~ ' r. , ~ ~ EASEME
~H r_ ~ _ ,~I~11~~
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~ ~>I~1S . STq, 50#75.97 - a, - i , , +53.36 rte. _i :~d~_1 ~TA.
N ~ ~ ELEV ~ i 48.78 EOP ELEV 141 J8 , , t,-~ - _
mf _ 1 j l , ,~1 ,~j ~ ~ - _
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• :STA. 48+00 T 0 END ~8+00 T
1 N. ISABELLA ROAD PLA
SCALE: 1 "=50'
C-06
v
165
T T _ f
.1.65 _ . _ ~ i _

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_,..___r f__ . _ _ . _W_._.._~ ~-r,_ _ _ 160
_ _ _ -
160 __._.__.w.__ _ - _ _-VPI .STA-. 52+00.00.._...-.
.
j VPI EL ~ 152.00 _ . - _
_ 155
VPI STA = 47+50.00 _ g2 _ .-~.8 a... _ _ { _ _ . _ . _ _ - _ _ _ CURVE LEN = 710.OQ
K 170.44 _ - _ . _ 155 VPI EL - 1,46.00 _
E 3, . W___..._ 9 - g2 =~~1.33 0 _ , . .
. CURVE_ LEN =:....190:00.... _ - _ o o~ - _ . ~ o o ~
XI:STING. _ K_.=_4,85 _ . _ - E = 1.03 FISTING _ mNo ~ ._M . ~ r____ - , _ . . ~ 150 ~ N
_ GRADE BADE K,. _ . ~ ~
oR- ~ - PROPOSE - o mN m +o . GRADE._.___ ~ ...u_...._.m
1-50_ - ~ _ . . u _ ~ _ _ . _ _ . _ - _..w, . , - - . ~ _ I m . _ _ ii ~ ~ Wv~
_ o _~....,.,_m _ _ ~ . . _ ~ _ _ - - 83
. 1:~ - o~ _ _ . I ~ II zxo ~ Q =a I~- J F- J ---r..-_.__.._ a ~ ~
m _ _ o~ ~ . s _ . cn w 145
- . ~ - _ w . - , 145 - _ u.. w w _ Q N 1 0
,.a ~ . _ ~U ..._.._I _ _._..v_._..__ o o..~..--------_- m ~ ._.._......Y_.~...._4,. Jr
~ N ~ - - _ . __8„- WATER WN a,.
_ _ v_._ _ o w z
~ -o _ _ _ o ~ _ a 0 T.._.___,r._~._. a _ . a . I 140
PROPOSED _ . _ . o .x.~..~-~. p......,. Z J ~
140 + __.-_w__._ ._T-___ - _ w.__.__ I Q DITCH _ m m NN
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F ._._.e._._...__ _ _ . _ ~ 135 ~ m
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i~ M 1~ _ . 1~ ._..--gyp ° - h M ..,..p~_..._.____, _ .M I r ~ t , r i m ~ ~ a 0
_ _ d ~ _ _ 30 x o r 1 - xa T__._..
130...-~ ~ -0_. _-__-53+00 + 0 56+00 57+00 SEAL a~~ 3+00 54+00 55 0 Z ~Z~ ~
~ 50+00 51+00 52+0 48+00 49+00 19843. ~ 10 •
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1 11 ~ " r ~ .S p ¢ , U
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STA. 48+( • ABELLA ROAD: 2 PROFILE, IS 'A. 48+00 TO END -Z
RIZ.: 1"=50' SCALE: 1 50'
C_06 SCALE: HO VERT.: 1 =5, 0
100 125 150 J=C=106 0 50

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0 LP STA 12+93.67 E1! 158.13 ~ ~ ~ , " • ; STA 23+22.45 N `i •.~r STA 22+73.24 ' ~ o n
~ ~ _ _ _ ' STA 12+93.67 ~ ELEV 151.83 ~ t N STA 17+45.36 '~t ~ ~ ~ o
o ~ ; ' ELEV 153.27 cv ib ~ ~ ELEV 134.6 4 r i a ~ ~ 4~,°, n 2 S
~ ~ . 18 I a D P JOINT o N
~ , FES 14 ` STA 12+33.16 ' i i _ ~r ~ ft ~ _ ~ j l °y ~ ~ ~ . -~x'. o ' W 2 BLOWOFF , _ ,
E EV 154.56 _ _ _ ~ INV = 147.41 . ..Z i ASSEMBLY s ~ . i. 9
t_;.,i - 41u r; ~NM~Niq Q ~s b' Sl o I-i
. d ti.. STA `.11 +42.32 . r ~ , ~ . , , ~ y n 'mfr ~ - _ ~ ~ 5 4..' ~ ~ V yy.i i - " E '~-.~O r 1
+e. . 15-~d , ELEV 156.88 ~ ,4 x _ Y q j~ _ t
j 3„yr ,.kite l a 4,, . ~ _ 7 ~ ~ ~ ' j s 1 w ; _
w 1 T1Q~Y r d ~ S ~9 i # . ~ ' L
,_..r . a. _ ~
d - D _ ~ ~ E Y~r E i i _ - i ~ ~`~f r' a STA 20+87.83 ~ ~
~ I F . 11 11 36 LF - 1._ ~ ; ~ `y , ~ ~
18 DIP JOINT W 2 24 RCP ~ , ' @ _0.5~ W 2-6 FES ~ . , . ~ - , ELEV 150.94 i ~ 'i . STA 70+42.87,' , ~ I .
BLOWOFF'ASSEMBLY ~ ~ STA: 13+32.06 ELEV 156.31. ; ! j ~
EOP ELEV 152.45 FES 1 E 1 + i ~ E f
INV 147. 65 ! t, ! 1 a y ~ ~
i ~ BEGIN STA 1~0+00.00 ~ ~ ~ ` H , ~ , t 1 ~ ~ u I J 4:~ 'X
- ~ ~ . ~ . ~ ELEV 1, 60.53... _ d, ~ STA: t 2+55.28 , ~3 ~ ~C-: ~ ~ - . ;x
rw. l~ j' , ~ SOP 1=LEV 155.83 ~ z F ~
y 1, ~~t. kr` . - - r ri i 25 ~ ~ i } ~ I t Y k•`. . ~ " 1 ~ I \l L I
U ~ 1.' f u , st° r - ~ ~ W
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t OF Oy :9 4 Q
_ SCALE; 1 "=50' C 07 iQ i i SEAL .
' t9a43 ~~zz~G •
~ FN UctiQ. ~ , '•..,GII'G•,.•.
175 i, N 5 ti~~
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9 I _ _ _ , , M. _ ~ 1 _
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170._ ___.____._a ___..___.._._w___ _ . . _ _ .__......__..__._____..~m_____: _ _ ,
p pry r N- v_._. - _ . I.. _ _ _ 170
p o _ _ _ VPf STA' .14+50.0 . . . . . _ _ _ . _._~..v. . _ , . _ I-,.. ~ . I SfiA 19+7.00"..__.. ~_~_~~..._.r_- __-.w____~.e _.~..4M_ _.__.d_~....
~ VPI EL ~ 149.00 I _ _ _I___ _ _ . _11 _ ~ _ _ _ . _ _ g1 _ -2.56% _ _ ~ . _ _ . _ o
_ . d _ .m ~ _ . _ Vi'I EL = 162..00 _ ___..r._ _____~..rt_ rv _ . _ . _ - g1 = 2.48% _ _
II _ . o - ~ E _ _.__...,o _ . _ _ o _ g2 -._2:48% L _ ~ ~ ° . _ _ _ _ _ ___p_ 165. ~ ~ ~ _ . o _ _ __...~___~cn w_~_~.____.___._. N CURVE LEN = 450.00 _ r . - ,__.y._ _ . _ _ . _ 2 = -8.85% _ _ _ .
.F__._.~_. _ _ ~ 9: _ _w_ o __~._._..~.__.C; RVE..LEN = t 400.00_.._.._ 165
. ___.a a. _ . _ _ . _ _ _ + r K _ 89,3 _ . i _ . __~_._r.. .___....~~_.m___._._..__..~.~.~ r o . t ~ ~ _ _ 3 + ~n_.. _____....w~.__w_~w K~ = 35.32 _.__n,. . _ ._____________n
_ .m m_. _ _ . _ ~n m ~ E~_= 5.66 _ _ . ....__._.n..,_.___
II _ n....~_..:_.... ~ _.....II ~ II_. _ ~ _ _ i.... _.1..,...,..11 _...Q II II ..y..._.._.__~_.
Y_ d~ _ ! _ II ~ J _ ~ J: _ nw w.E . , J _d... w:_.~. _ _ _ _ _ _,A . _ __._~.._._r.~ _e..n . W
N W ' ~ ~ w_~,___.. ._~.._m_._..._...._._ ~ _ .__~_.m._n , _ _ , _.,,._.r. v.._. . 160
U U ~ ~ _ _._,~..uu.._. .,.F_.____~~ W..__...__ _.~U. V._._. ..._...._..a _ + 00 H 1-
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I _ _ . ~ . _ ~ € _ _ _ . I~ .__.,r_..
_ <m f , . ° . _ _ , it XIS:, ING . _ . _ 1 % _ A_ _ . _ ~ _ Q _ ~a I _ O( 1 p _ OL i _ O
155 om ~ ~ ~ - J i...___- GRADE . _ , _ ~ 2• . _ , OR (n W __...._._.~...a.. , _ _ i U) _ rn I _ `0 . ro i ~ I`. 0.~,_... ooN
pw ~J ~ ~ o JN r.,.. ~J ~ _ 0 4: a , Ty„..~~ . ~ .._QL i v.: l r_ ~ t _ M ~ I
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0 . _..1 _ _ N 0~ ~ N _ _ ~ ~ n..~ rn Ii~._ ._..w_~_~.,...w_..~....
8 PVC WAT R _ _ -,OL i . M 0( ~ mom _ .
150 _ o~ ~ _ _ _ _ 100 Op - . J _ W ~ w..w J
Z ~ X O II 1 _ ~ 150 = a
. 0 r, , . :v~~. POSED PR P ~ W~... _ ~ _.a._._ ~ ED _ . _v a.. Q II _ _ _ W _ _ _r _ _ . _ . _ _ . _
I GRADE _ . I ! _ _ ~ . TCH _ w > _ cl. ~ _ _ ~ W _ ___.____.._._,,.,Y_. ,,__.~_,..r__.._....
. . _ t t a .-__.._Y....~._. ` a~ ~ Q. _ _ _ _ 00._.,.;.00 ._d_, of O I - .
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~ ~ I _ _ _ _ _ ao _ _ . _ { I _ .k......_, _ - . ~ U ~ + 145 .
I _ _ . _ _ ~ wz . , a N II Z
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~ _i_ _ _135 I _u_~_.__..__.._.__. N N ~
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130 ~ I a _ ~ ~ u~ _ u~ , . _ _ , _ _ _ , ~ ~ ~ I j .___._.._.._____._________._a. J
10+00 11+00 12+00 ~ ~ 13+00 14+00 15+00 16+00 17+00 UJ 1 w~ _ ~ 30 ~ z ~
18+00 18+00 19+00 20+00 Q > N 21+00 22+00 23+00 24+00 ~I a
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2 PROFILE. COLLEEN ROAD 4D Q °o U Q
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0 50 100 125 1 a 50 C07

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' 7' EOP ELEV 1 x,7.31 ELEV 156.46 ~ _ ''i ELEV 153.27 ~
. ~ ~ - ,'J' T~ 10+34.52 ~U r~;;, , 1 ,1 0
s ~f. " 8 LF 1 8 ~I RCP Q) ,ELEV 138.67 ~ z F'~ ; ' FES 17 ~
~o0r ~ 2.5~ W/2-6 FES ~ i STA. 10+85.25 ~ ~ I ~ ~ ~ Q ~NMdu1N O li ~ INV. 135.00 -
_ ~ ~ '3 , ~..J 'd~ cd:~ 'N u. EOP ELEV` 157.15..... _ - STA 10+28.55 ' StA: 15+ 17.44
I , , ~~,~OO~ ti . ~,E • , ~ ELEV 138.98 , ti"~~ . EOP ELEV 148.85
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` - . ,t x; ~ p~ ~ , . ~ r ObNlb84 5 ELEV 148.9 STA 5+42.85.
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. n~ ~ ~ ~ ~ ~ OP ELEV 153.33 / ' ..r.. f: t ' . .'''f'ive'-
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I ' i.. ~ ELEV 156.33 ~ ~ ~ ~ f x ~ STA 10+65.48 I . . I , x.: , 4! ! i I ,'i
~ ELEV 157.45 ~ ~ j ~ i ~
T~4: 10+84.50 ~ ~.,i ~ - - - - - - ~ STA:- 15+7 ~ TA: 10+85.24 OP ELEV
0~~..ELEV 157.15 1 . P p AD EO ELEV 142.11 R N A C _ ; T S U t K.n_,
' ~r / STA: 10+30. ~ , ~ . .(Y/ STA:.,14 84.76 ~ STA' 11+81.22. EOP ELE 148.97 .
EOP ELEV 15 .49 / - ~ I l - Y, - / r EL ~ EV 146:29
. , ~ ~ STA: 10+30.;1 _ ST 15+ 17:44 ~ EOP ELEV 138.67
~ ~ / . a ' _ EO ELEV 148.8 7 ~ ~ y 5 .
T..,J ~ FES 18 ~ _
/ ~ - Q ~ I INV. 135.30 -
/ _ - _ Q' N ~ I • ~ (12
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PIN# 372700363018 LOT 41 ag o N
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~ PIN# 372700351824 _ ~IRtJN LOT 42
, ~TAIEE _ P.B. 18 PG. 126 5"4 U4 `~a"E'-- `'-R, EXISTING RAIL ROAa
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I STAKE _~1A,~L f~01.1t117 FOUND
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PINJ~ 372700351571 PIN.# J~70J..53307 # LOT 44 LOT 45 LOT 5 LOT 5 LOT 43 LOT 4 LOT 3 I.OT 2 LOT 1 P.B. 18 PG. t26 R.R. 1$ Pr,, 126 P.B. 18 PG. 126 P.B. 18 PG. 126
P.13. 18 PG. 126 P.B. 18 PG. 125 P.~, 18 PG. 12fi P.~1, i8 PG. 126 P.B. 18 PG. 126 PART 1 PART i PART 1 P~f~T 1
PART i PART 1 PART 1 ~ ` f'AR1 1 PART 1 o~ `J
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r f - ~ • - . , , _ ~ , . .9. r . , p x ENTRANCE
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8 OUTLET PROTECTION Y-,•.~ r F~Iri# 377~t10?4?71t? D-1 ~-y..y - ~ ~ t ~ LE[: tit. BOODLE, JR. OTIiA F'. WINSTE:Af? I I °i N rn
D-12 y- y, ~ l~ B. 151 PG. ~,3 U.B. 122, f'G. 151 w~'w
. ~ ~ INLET PaOTE~TION`_,~~;~ Z J
~t~~;~ - CONSTRUCT A 10'x10'x2' DEEP EXCAVATED =Qo a~~ r. ~ ~ ~ DROP INLET PROTECTION DURING GRADING

' i7 ~ ~ n4 PIh.1, 3??700?4•u254 C ~ ~ , PIN# _ 2, 0014, 7, _ _I PHASE. CG~VERT TO A BLOCK & GRAVEL ~!~J o,
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R 0 AD ~ STONE IS PLACED. W" ~U Z
~ 250' x 3 FIBERGLASS WZ
DITCH LINING CONSTRUCT A 36' x 73'L x 2' DEEP ~ ~ 15 aZ TEMPORARY PIPE INLET PROTECTION Z~
' \ RIP RAP GRAVEL ILTER BERM BAS?N u~14 . ~ ~ + ~ W/0.49 x9' WEIR ER SEDIMENT ~m
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MONUr~ENT -?-TD-?-TD TEMPORARY. ~ W~ Z ~N
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3~ R RAP GRAVEL FILTER BERM BASI(J C~Sr ~'i ' IP LEVEL SPREAD • t.. _ - 10 BASJ DETAIL. CLEANOUT PERIOD NOT ,1 ~ ~ TO EXCEED 1-YR. i
W 0.40'x4' WEIR PER SEDIMENT " ~ ~,r LEV ~ 10 x 10 P a F,.~, .LEVEL SPREADER .-NM<NN ~ ~
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STAKE; ~ [ ,C?~f 50' TAR-PAM\ C'' 1 118.24' ~TAP:E ~ ' s BUFFER ! Y FOUND FOUND ~ ~ , s ~r~8 c RIP' RAP GRAVEL Fik'~ER BERM BASIN
-~6 Y ' L STAKE. W/0.49'x9' WEIR -J'ER SEDIMENT
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RIP RAP GRAVEL FILTER BERM BASIN 1 / 'k`,.~, Lev L., - x, r ~ V_
W/O.~l x4' WEIR PER SEDIMENT 20 x 16 CLASS B r ` ` Xv ~ rf r~"!~s ~ ~T 5gy~ ' 'r Sg;Fr"i '1'~ i SADOLEHORN DRIVE +s=``~x ~ 10 x 10
ASIN'•D TAI . C EANOUT PERIOD NOT OUTLET PROTECTION '`y t L.: ~~`a B E L L ~ K E' ,k ~ ~~i -5 ~.~~~t. TO EXCEED 1-YR. ~ ( So' PUBLIC R/W ) LEVEL SPREADER Rj / ~
id x 10' ~r,t r ,
- 1AR 171 art"D 1~.~`"\ { :1 ri ~.v ~ LEVEL SPREADERA ~~r~, ~ ~ -37 yc,C~ rt~w~`fi5 i f'IPJ# ~J;?7~11a351$24 ,
r4' ''~TAI!E E'.H. 1t3 f~(,. 126
. S~ ,r~'pi Y,~6,~~ ~ ks ~~t ~ FOllrlD _ ~ 4'OA'S ~E~.. _4 r~ I . s; IRON 50.08''
CP ° " r' Y`r ; ' ~ .h t i - ~tr~ ' 5TAKE STAKE
D-35 t , ~ ` ~ ~ ~P~~ .CLASS .RIP RAP DITCH ` I f OIJND FOUND
Y~;~~t~ ` ~~~~c~ y,' ~a Qo~` . LINING 6" DEPT~I ~ ` ~ . . PlN~ 312700351577 PIN# 372700353307 PINS 372700353184 PINS
cG ~C ~ ~ 1, ti L C t~ ,v, o~ 6 x 10 CLAS A i 8' x 10' CLASS A LOT 43 LO7 44 LOT 45 ~ OUTLET PROTECTION P.B. t$ PG. 126 F.B. i$ PG. 126 P.B. 18 PG; 126 w P.?
r~ ^F OUTLET PROTECTI Ijj(in1 IR4;hd ~ ' ~ ~ ~ PQ , ~ - ~ PART 1 PART 1 PART 1 ~ r' a ~
ST VF ;TAKE ~ ~ri~~ / l 13 °
F~iu s F~~~uiao m ~ _ D-33 -33 , ~ ~~I'~ . I ~ a .r ~ `t,'n., CONSTRU T A 20'W x 39'L x 2.1' DEEP ~ r
u~ .T ~ i ~ . ~ 4 CONSTRUCT A .0'W 18'L x 2.1' DEEP RIP RAP RAVEL FILTER BERM BASIN ~ m
_ . y..~ ~~~r~ I 1 t~ ; ~ RIP RAP GRAVEL FIL R BERM BASIN W/0.3Tx 'WEIR PER SEDIMENT a a
• ~f its , ~_L~~.xs~ . ~ • W 0.14'x4' IR P IM BASIN D TAIL. CLEANOUT PERIOD NOT ~ a / WE E SED ENT b ~ TO EXCE D 1-YR. ~
k . ~Y,~s.. _ _ , , ; INLET PROTECTION C2 v, 1 ~ , s~ ~ rr.. ~ (TYP.) ~ BASIN DETAIL. CLEA OUT PERIOD NOT a ..CTION , t:-: ~ 16' x -20' CUSS 8 TO EXCEED 1-Yft, ~ r J A:ti ~ ~
rV D-32 OUTLET PROTECTION ~ rn 6, STOC PILE
ct~ ~ i d ~ « . ~ ~ I J . . ~ ~ t. . r ~ ~ AR
,a _ _ _ _ D- ~ ' IRAN ~ 1 o X 45 clASS 'A . ' _ _ _ . _ D-29 ~T .ry a ~ ~ ~ • IP,ON ' IRON IROh1 a If~('N ~ , ` ~ i~f~ RAP.
t s j 16 ND`~SIAKL \ 4102$' STAKE .39.30' STAKE 24$.0$' STAKE ~ `STAKE..
•s f ~ 50~ TAR-PAN ~ 1j' 1 t. ~O~'1`~D~ , '1~' FOUND _ ~ 072'0 "E ~ FOUND .520'13'0 "E« FOI ND L12 ' F ~1NCl 0 9
CP BUFFER I ~ ~ ~ T ,i t ~
T - ~ - ~ , _
I~^~ f. r, x ~p _ ~2 ,
n1~a - ~ ~ ' ~k,T i l J ~ , ~ ~ r r ~ ~ - 1 , , ~
p.~ _ a 7 V ~ r i ~ ~ ~ ~ ~y ~4 `1 ~ ~ . % ~

_ ' ~ SfiOCKPILE~, - I ~ I r - , . < 'A ~ WETLAN ~ ACT n : / t ,
i i ~ ~ ~ ! ~ ~ 160' x 31 FIBERG ~ AREA 0.18 A ~ ~ ' ~ I I ~ ~ ~ x 3 FIBERGLASS . ; ; ~ . , ~ , s
[ ~ - ~ ~ ~ ' • DITCH LINING ~fC1, ~ i , ~H ININ L G _ ~ - ~ " iJ:
- f'v ~ ` Y~ i sl t ! 1 ~ 1 D-34 E ~ ` °5 ~ - ti~ 'ODD
CP . k b 22'00"E; ' ~ • ` '
~ ~ .f 63 , ~ ; it ~ _
k r ¦ ~ 1. ~ . r47q.y nF. 9ERM ~ ~ ~ ~ .
w" k~ ~ - • 7 ti ~ ~ •
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~ k~ ~ ' ~ ~ - . >r , ` ; - t 4
z, - `UNCRETE ~ ~ , ~ ~ _ _ ~ • . Lp,
MONUMENT ~ ~ -
EROSION LEGEND FouND , D-2 ~ D-27 . _ , ' a ~ I
UPEl~1 F1EI.D ~ _ - , I ; ~ D~6
PIN# 3%2 7!~rt1771 X34 ~ - - , 1~ 1 ~ 0 ~ t If1-s , - OUTLET p~~CTbN i ~ r..
EDITH 5. f10~dE s CONSTRUCTION ENTRANCE N R r-, F„uND ~ of - ~L ! I. i I i~ ~ ' l ~ I I ' i ~I ~ROTECTIbN ~ ! r I , ' I ~ ; . ~
TR T A 11'W x 1' x 2.1' DEEP ~ CONS UC 2 L • RIP RAP GRAVEL FILTER BERM BASIN ? ,n i ~ 1 ~ j a t ' i~ , , S , I ~ 'r ~ ~ / j - ti. 9r r
VAT W 0.17x4 WEIR PER SEDIMENT , ~ • ~ : t 23) ~ CONSTRUCT A 10 x10 x2 DEEP EXCA ED / , , ~ ~ ; ~ ~ I 1 1 ~ ~ I~ .h~l.~''~
- BASIN DETAIL. CLEANOUT PERIOD NOT D-2~ 1 j ~ ~ ~ _ = ~ U ~ > ~ ;;3 ' d' - 1W~S1 I r r
R P IN ET PROTEC PION DURING GRADING D0 L ' TO EXCEED 1--YR. f : ' Z t ~ ~ ~ r' ~jr~ I
• A LOCK & GRAVEL - \ , , ~ , , 400 3 PHASE. CONVERT TO 8 . , D-25 TTER D-23 : • ; • ~ , Fl9~ GLASS DITCH LINING ~ I 1 I I i i I ~ ~ a ~
INLET PROTECTION ONCE CURB & GU / . ~ : ~ INLET PROTECTION ;s I N o'1 ~4 1~' IBQN ~ ~ j ~ N20't6' o"w ° ° w
STONE IS PLACED. •a,l, ~ ~ ' I , D-20 TEhIPORARY ~ ~ i' ~ . ~ I' (TYP.) 4'~'~~_.., C ~ONCRHTE i2 4:57%~ - ~ fENCE,ALONG ~ 1., on ~ M M 11 ~ Q ,9rtAKE : , ~ PROPERTY 76$.07 a~ N o
CUL-DE-SAC Y ~ ~ f{ k ~I ~ Ate, ,.YY ~ 9~ ~ t ) I j i ,i Nrn 1 1 ~ tRtx. .
CTION ~ ~ cool x ~ ~ TEMPORARY PIPE INLET PROTE L t..~ x ? _ 50 ,TAR-PA : 1 , _a 1 ~R l , , D-17 l ~ \
M ~ ~ ~ INLET PROTECTI0 ,n„ ~uF~ ~IBERG S DITCH LINING ~ ~ . ~ i _ . 1~ w~°' ~ r . ~ ~ (T1'P.) r i~ r r ~~m .ET PROTECTION ( ; r \ .rn•
Y i ~ r ~ ~ D19
_ .2r F [ N ~ TECTION ~ 8 ~ R PIPE OUTLET PRO 0 rF ~ \ =ao
1 ~1 ' - D-22 q0 COr!ST~iTC A 11 W x 23 L x 2.1 DEEP ~ ? - ~ I f-:~: '8' x 10' A ~ a w ~ - D-18 CLASS ,k. . ~ . OUTLET PROTECTION 4, D-10 \
14> - - RIP RAP GRADE ILTER BERM BASIN • •'~T'~ \ ~ `I r a ~
• W/0.1Tx4' WEIR PER'SEDIMENT C r BASIN DETAIL. CLEANOUT ERIOD NOT 'k~ ; ` ~'l
PS PERMANENT SEEDING ~ , _f . ~ ; r l _ ~ , • , TO EXCEED 1 YR. INLET )'ROTECTION u " ~ -,,s , ~ w N ~ a~ t; ~ o
t 'k Y ,~t` , , , ~ ~ ~ z
_ . wF, r L r ~ L IRON k - s, I ,
= 2 .36 Ac. STAKE ~ ~ ~ / TURBED 0 , . f, s ~ ,r. 1 TOTAL AREA DIS ` . ~ . (3(J, - r / f~, ~ ~ ~ ~ ~ FINS' 372700147704 PINS 372700243254 \ Z ~
1 / i -c - Y iN. ii1. ~ I ~ ~ Q~ ~ • ~ m m t ~ ~ ~s; D-13 I EwEY T. COOPER STEPHEN HARRELL N w I NN , Y 1619 PC. I$~~ D.B. 1526 PG. 155
I fV3 >~S ttit~C',-~Cl ~Y _ ~ • R I D o , qb a x 1 o cLASS A\ ~ ~
` / ~ _ Y t5 ,fY ~ i f-f-~ SILT FENCE rn~,,I,;L, y4~;:~. L L, OUTLET PROTE ION ~ 250' x 3~ FlBERGLASS N o rn
. - _ ~ *,DITCH UN~NG ~ ONSTRUCT A 36' x 73'L x 2' P m ° fi,- ~ rj ~ DEE ° r o
~j- ~ ~ SIP RAP GRAVEL ILTER BERM BASIN ! I 14 m~M
CHECK DAM s-1+a 3;zluu~s~4o7 / ~ ~ E ~ ; ~ ~ , : , ;4 ~ ~ !N/0.49x9 WEIR ER SEDIMENT ~ I o°, . 24 x 30 ' , ~ BASIN DETAIL. CL ANOUT PERIOD NOT NdN
a ~ k'~ ,L ~ 24 / EDITH S. BCf E ~ L~ NU REF. FOUND / ,`'r : „ ' LEVEL SPREAD R (~.,x ~ ~ ~t TO EXCEED 1-Y . ~ ~J ,\O ~ vN N
NING OVER RAN , r;,~rr,. - k~;,,, .FIBERGLASS DITCH LI ~ , , , , <i ~ ~ in " ~ .NiLJ
ild~ -.2700..5_...- STAY.E ~ tY } EED STRAW ~ TACK / \ L~~Y~ ~ • ~ S ~ 1. T 3 F~ fd) f 5 ~r, .a - w _J
~ UU [ rqE. } k PII•~ 372?t!fJi6:1~15 r,U,l~ t "%11('[Pi'•i:! [',B. 15 PG. 1F!p~ ~ '~M1gA~~,;'i,~ itr L`y°,, I , ~.X . CAR ~~~~i a ~ ~
~ ~ ~ pl• ,L;K RIP RAP DITCH LINING Ar Lt, / ~~I. , DOCK H P F. / ` ~ ~ ~ ~ ; ~ =,u ~ t.Y, CONSTRUCT A 34'W x 67 L x DEEP ~r ~~i~ a, 3 ~ ~
0.9. 1002 PG. 16~ ~ ~ ..,t,r D-24 ,y~ ~ J` ''G`+~ 3'4 RIP RAP RAV F pQ'•: EESSI y-., ~,r~t~L t rY,~ ' ~k G EL TITER BERM ~ BASIN ~ =,.~0 •:9 ~ ~ ~ W 0.48x8 WEIR PER SEDIMENT • t 24 I ~S , Y x; ~ ~ ~ /
/ 4 ~ for ~ CONSTRUCT A 52'W x 2 'L x 2' DEEP r ~ ~ ~ ~ SR / C~~ `„k Y'tt~'t~~ ; F ~ BASIN DETAIL. CLEANOUT PERIOD NOT S A w ~
/ R~i'~-! ~ RIP RAP GRAVEL FILTER E .RM BASIN ~ PINS ?%2?Oi l~6756 • ~~~4''Y . TO EXCEED 1 YR. ~ 19$43 ~N
SEDIMENT BASIN W%0.41'x6' WEIR PER SEDI ENT ~ LUT 4 / . % : a 1 ,~r ~ ..F a: ~
/ BASIN DETAIL. CLEANOUT PERIOD NOT P.H. 15 Fri, 168 TO EXCEED 1-YR. ~ CONSTRUCT A 13'W x 2TL x ~.1' DEEP '~i' '•NC~NE~•' ~ z 5 ,~oc'~. w
/ \ PIN# 372700.55E IN# 372700155E51) / RIP RAP f;RAVFI FII 1FR RFRW RACIN ~ _ ~'NAGI S _e~ F i,i
/ i 6J/ LOT 1 LOT 1 CONCFEIE u, a W/0.22 x4' WEIR PER SEDIMENT ui S w 5
iF CONSTRUCT A 10'W x 21'L x 2.1 DEE P.B. 15 PG. P.B. 15 PG. 1688 MONUMEPdT r FOUND BASIN DETAIL. CLEAHOUT PERIOD NOT °o
0,-TD--O,,-TD TEMPORARY RIP RAP GRAVEL FILTER BERM BASIN PIN # 372700153145 TO EXCEED 1-YR. a
W/0.15 x4 WEIR PER SEDIMENT / DIVERSION BASIN DETAIL. CLEANOUT PERIOD NOT MME",-, F3RANiLEY ' z P.B. 11 PC.. 234 = '
1'0 EXCEED 1-YR. SCALE: 1 100
1o 200 m 0 6 250 300 c 11

BL OCN& GAA~fL SfD/MfNT
BAS/N S/LTffNCf
STONE /NLET Sf0/MfNTf/LTfA "~r'° ~"E 1~? ?p ~AI~ NGi ro scALE taRAR }oar ae TRE4gtA sills
FILTER aoTra SIRE ro Pasr. ...««a~•.• c z Z
SEE FROSaN CONIRCL PLAN agAN-our wnv ° ' Tarp ACNAL Pli CAIEN9AVS STAKE ~ v' Algr 0 0 z z
~'c f I ~ ,r . ~1 PRO,~cT o~cr.~IpnoN ~,~y
e~, ~ v~ 'G The y, Jett t con a e5 lot t ~ 8 (b, and t~oeeo~ed oNy told ell cant ctrl 7f! Q ~ y awe U n~of 1M~
II ~ , ver Rd ~ Th , ash Count , a sl 20.l~ aaf~t a Y y 30 aora w~l be dls~u q ianetructialn. ~ 5, a~ The Z N N
~ ,1;E I z. - s+:r aEw-cur ~ t,. ~ b ~ pro t b echeddsd to bpb construction b June with project completion and And ttablp:atlori by November. The eraiori ° N and tmsnt kxxitrd program for dik+ project wNl bdude the betaNation of a euftable oonetrtiotion entrance, outlet tectton H N o ~
' srAKE Ar T/9 _ ~ roan `~I~~~ I MT Nk1AlE i ~ FlLTER!'ABR1C a' i I . ell's protectleori, sit hrica wet detention pond, check dame dftdt Ibbq, with tam and anent eeedb Pro ~ et w x paary P~ q of the cite. ~
tr a s+.r......... ,.e CROSS SEC 110N EiMOra~lcr I ~ 1 _ I „ int2tS WW
er-vASS I l i i- I wood arAMEa ~l . _ 1. f E
a wAS+Ea sroME I/e' ro 1/:' eMlo o?ERi>tL a• e' eEtaw -1- f i _ f i I ° I ~ 1 f f , , oEStw SFTnm ~rr~--gin. ) f~,l~l i 1=+.~ . , ~ ( 1iN propaed tits b kxirrentl undevel The ~ E _ r oiled efts droint bto extetinq ditchq and wetlands eurroundlnq the project sea.
welE ~ sErnEO Ta• ~ . rpt sErneraur Ta• ~ aAN- T _ f 1 I~~I i oalae:TE eLaac J•~ s~ enasrav ooWTRa vurr I - f "I~~i`~ i I.- ~fY
M, . rnR AC1UAt vlr nA~Orsrans ~ _ °J aaa•ACrEO rKL y'~a,.'~' Y ~r f .aid "I.'t~ „~.i+ ~ {'AeK I D n!L AN adjakrrit property lilee an shown an the Conebuktion Plat i,,,~ N
J'~~._Zt f t~ 1;~ ~Ye1 '"~w', `i i~S, ~ rr• ~ i t ~I !^rr~,. +lR' `~tpE W ~ 1NKw LArDe a~ fR1ER fAaaC NGCDEN pr IR1F1r fAaaC• P'^• N M 14 M fA9eAC ~ f7P ~ ~
;a s \ "5'• • : I IA ~ MErK 0x51 N~AL racer N
o NAiURAL * IIy EK1ENSfON L~ rAawc ' ANp MIRE arro TRENCH rk 7a3, , ` a ~le" it M~I?:. Q4CY/HD r. .i ~ .I R~r ~ rAeRrc ` r',! the toN at thb alb b candy day Ioam. D MNPE ~ro TRadl
li' + _ _ ;s'; j GMOP NIET + J' imll I I 1 ~ + ~ o EROSION AND SF~IIIENT CaM uc anxe z
F~ _ , . rnH aRATE 1, f i I- ~ athh N M d N Iq Q J ~i li h 1r and eb11 -
SPEGFIC APPLICATION: STONE SECTION 1- ;-fit I~I;T. i ~ THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY b I . I_ i_ veget aural erosion and eekNment oonirol practkiee shell be conptructed and mabtabed b the kxxitrocta accordhi t ° Ihees plane and epedAaotlone and the minimum stanalarde requked by the dty of Rocky Mount. The contractor shorty q o
FLOWS ARE E%PECTED ANp WHERE OVERFLOW CAPACRY IS GENERAL NOTES.' - I I ~ , ~ , I I NECESSARY TO PREVENT E%CESSNE PONDING AROUND THE STRUCTURE I. pear, grub, and atr/p the area under the embankment of a7 stat/on and root mat. Remove dl ~ OR ~1~ ' " ~ . I deo fellow an ~ . _ additiond regiilnmenb a autlbed by the Protect EngM?eer. Y i. i~`,I ~
MAINTENANCE: INSPECT 1HE BARRIER AFTER EACH RAIN AND MAKE REPAIRS prime ~ contabrlny Alyh anovnte of sole molter and eto~d~ge or dhrpose o/ It properly. Have ( ( (^-jFgIF'_'I dl ob/ectfonable moterld to Ma deaignot~ arapoad aaa I~TAEfAaN~ ~ ~ ~ . - AS NEEDED. REMOVE SEDIMENT AS NECESSRY TO PROVIDE ADEQUATE STORAGE Enavn that All moterld for Ma embankment la five o/ root ! I I L ~a~ - ~
VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS a woodyy wpetaton, oorrpp~~/~ matter, and other ob;bcNonoble materld. Place the Aq in qRa not to axed B Inches and moehfne compact !f. I I I ~ 1. Whide wheels shall be dean when leoviny the tfte to t the
a BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, Over Aq the embankment B Arahea to allow /or eetHament. 11 AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA Conehvet the outlet netlon h the embankment Protect the cormection between the r(orop and the V ~ ~ P~ trodkbg of mud on paved roods. Z Canetructlon Resod StabNitatloii: Constnictlon
TO PROPER GRADE, THEN SMOOTH ANO COMPACT IT, APPROPRIATELY STABILIZE mq teen p/Pt+O by uahg Alter /abrk; or o keyway outoM tench between the rtprop etructun and ~ / entranp shorty b trafAc shorty be Itmited to etabNi>:ed areal, At o mbinum, a temporary gravel construction ~ e provided a shown on this drawing. 3. Slt Fence: SNt fencer ehaA be provided where shown and a Waded on the db plan. Thee barrier shorty be. used to contab
ALL BARE AREAS AROUND THE INLET. tl~e 10A' GENERAL NUTES: dace the tgfer lobrk between the r~ and coq. Extend the labrlc eases the aplgwoy foundation and skis fo the top of ha dam; or 1. CONSTRUCT 1HE SEDIMENT BARRIEIP AF STANDARD OR EXTRA STRENG 4. Rlp Rap/Grovel FNter SsdMnent tlaebe: Consbuot bash to the eedhnent, shape and dknenefone shown M the detole. The bald h to be placed
fxcowte o k trench Bony the canterlbe of the epgiway fovndotbrr extending up the SYNIHEDC FlLIER FABRICS a/dea to the if o/ the dom. the helneh should be of least ? ft. deep and ? R. wide M EXTRA STRENG>}1 below the exbting dftdt fiorr Are by Z with the berm butyl above a dlmenelaned 5. Fbergloa Netting Oftdi liner. b locotlons shown, pkia Aberglaa nettbq over seed, straw and tads. Site and dknensions
with 1: f aide elapse. CONS11tUCT THE RLIER FABRIC fRAN A CONANUOUS ROIL WHEN JlN! LEVEI SPREADER. ~ pear the pond ono below the .i.wtlon of tn. areal of the Biwa to laeglfate I ARf NECESSARY, SECURELY FASTEN lHE FILTER aOTH ONLY AT A sc S ROLL NNEN J01NTS tIN pke>r. an shown on I~ ONLY AT A SUPPORT
~ IroT ro saALE 5. Aq cut and All dq ahovfd be i a fatter. ~ y ailment deanout. gooaeee POST WITH OVERUP 1D )HE NEXT POST, 8. Enaun that Ma elan drokloye) section o/ the embankment hoe a mklknum bottom width o/ 3 R, 3. SUPPORT FILTER FABRIC BY WIRE MESH FASTENED 1D THE UPSLOPE 5
aid o maximum akfe of l: f that extend to the bottom of the apglwoy section. AF EACH SUPPORT POST. ~ 7. Conahuct the mkrknum Ahk+Ad stone aP+wwoy bottom width, oa shown an the plena with f side 4, DO NOT ATTACH f1LlER FABRIC ID EXlS)TNC TREES O THE UPSLOPE 510E
~,,r \ N exfend/ny to fhs top o/ the over lglad embankmalL Key the thkdareaa of the a/dea of the T Seeding: AN denuded area a sea to bd wlthb « k T ~ 1A date aoM receive temporary eeedbg wlthM ib days of completin inltld empaay eeedbq thaN deo be used to etaMlte AnNhed grade sea N the time of yea h outside the Aed anegrit
/ TRANSITION TO 0 CRAOE ep»'lway outet ahuetun of o m7nknum of ?1 hchaa. fir wdr mua! ba level and conatn~cfed to IN T 0 ~to oaaun ~II MAINTENANCE: INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK ANO A / ~ LAS 2 FEET' d Matedd uad kr tht iae!!on ahotld M a weli_ RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRI CE A WEEK ANO AFTER EACH eeedbg Pe?lode. Temporay eeedbq eha, be b aooordoiiq with temporary seedb edflcattons. ~ P~ q eP
VEGETATED / ~ daaa grodd mlxtun of atone with a d sire of 9 FENCE C AP DIVERSION ( 8 erosion avn8rof atone kr reeommandd) and a maxknum atone a/ze of t4 klchea. OLL SE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE Il ~FIOULD THE FABRIC OF A SEDIMENT ;CTIVE, REPLACE IT PROMPTLY.
The aloes may M nloddrr pload and the amader atones workd hto the Holds of the larger atones. REPLACE BURLAP EVERY 60 DAYS. REMOVE SEDIMENT DEPOSITS AS NECE~ -r' OTM fie atone should ba Aare angular, and h!qM weather-nalatanE EPOSITS AS NECESSARY TO 1. Perbleter UN AND TO REDUCE PRESSURE ON meosura a~ t0 be betdied prior to b a gradbg.
t,N g, Enaun that the atone aptawoy outet aecffon Benda downstream t the toe o/ the embankment PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDO( j untl stable arnditione oro nested and outlet Hrlodty hoccptobie ~ the recelHhy stream. K THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAt JCE DURING CLEANOUT. REMOVE ALL 2. ToN Dftahp shall be etabNbed Immedbtel Idl their Y 0 construction. Man dternate, rods check dent may be provided at thek
the edges of the atone arNet aecNon Taste with The aurraundilg ground and chaps fhs center stow FENgNG MATERIALS ANp UNSTABLE SEDIMENT DEPOSITS AND BRING THE 1 eonAhe the outflow atroom (R~Aerwlesa: ObNet Protaetkrl~ AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PI AND BRING THE AREA TO GRADE outlets and/a the termind dowrptrearn end o} dltturbance untN ground Dover y knplemented, AREA HAS BEEN PROPERLY STABILIZED. 3. StockpN and/a watts area must be mabtabed withb the limftt of the areoe tested b
~ !0. Dd~eet emergent blpoaa to natural, atobH seas Locob bTpap ouNeta so that Tow wql not den ~ ~ the embonkmen~ ~ temporarNy seeded if to be NR led over 15 des Y be Proposed meoskkres and otherwise etockP ye.
STABLE UNDISTURBED ~l 11. Sto6Ake the embankment and aq d/afurbd areas abo?e the eedknent pod and downeheam team the ~ hap knmadtatety after earatrvatbn (RNwwlea~ 31x/aea Stat~Xhotlon~ 4. Construction shell be planned eo that gra0ng operatlone can begin and end ore Idd ore oeelble.
OUTi.ET Ln 12, Show tAe elrtana Arm that of Me gtwo to fhs adin ENO oP ap Y ant daonout iewf (one-hill The design ~ V dwth) on the plane and male K d tAa Mtd 5. Sit Fences ehd dso be Inatoled prMr to a ore a Ant et b oonetrucNan• ~ Y P 8. The Cantracta shell be ontble Tor tM inetdkitlori and ~P mabtenance of d eroetan arid adiment kxxitrd practkxke.
Y~tet_Ivr f;rsod C~
MAINTENANCE: CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFlCANT RUNOFF. REMOVE SEDIMENT CONSTRUCTION SPECIFICATIONS AND RES1gtE 1HE BASIN TO 115 ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF
THE DESIGN DEPTH. CHECK 1HE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND 1. FlBERGLASS MATTING, 4.0' WIDE, SHOULD EX1EN0 6" OVER THE LEVEL INSPECT 1HE EMBANKMENT FOR PING AND SE111.EMENT. MAKE A kTUnediatel radio all ur Y g 9 9• eat ellall recsiMt eitMr permanent ar tam a teedin at
LL NECE55ARY REPAIRS IMMEDIATELY. UP AND BE BURIED 8" DEEP AT THE LOWER EDGE. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. applk~ble, a follows: p ary g'
2. ENSURE THAT 1HE SPREADER LIP IS LEVEL 1HROUGHOUT ITS LENGTH. f/BEAGG4SS III 3. CONSTRUCT 1HE LEVEI. SPREADER ON UNDISTURBED SqL NOT ON Fill). Nar m slay fAGG4SS Nf1T/M6
4. CONSTRUCT A TRANSITION SECTION FROM THE DIVERSION BLEND SMOOTHLY TO THE WIDTH AND DEPTH OF THE SPREADER. Feb-May June-Oct NowJan
5. IMMEDIATELY AFTER CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE
ENTIRE DISTURBED AREA OF THE SPREADER. p,/ ( 8. SEE SCHEDULE FOR LEVEI. SPREADER DIMENSIONS. Tf~PO/WRrP/PE TI'P/CAL R/PA,4PUNfD CNANNfL . _ ~ ~ Permanent Seed: K 31 Fescue K-31 Fescue K-31 Fescue
• f..; . MAINTENANCE: INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNIT VEGETATKN IS N0i ro scx[ • Iiroew 05//'1000 SF 0 50/1000 SF 0 5~/1000 SF ~ ~.~r,~"
/A~LETPADTECT/ON r ar r • ~ q ESTABLISHED, AND PROMPTIY MAKE NEEDED REPAIRS. AF1ER 1HE AREA HAS BEEN STABNJZED, f MAKE PERKIDIC IN Not 1W SCALE • •:1..;• SPECTKINS AND KEEP VEGETATION IN A HEAUNY, VIGOROUS CONDI110N. q j;:: V
o k- plus Brown plot Winter i... ~ ' R Grain 0 r Q Tap Millet 0 t.:. alae,vrreie 2 /AC
snap ale ; MEru Posr I' '
t
P/PEDUTLf1'PAOTfCT/ON e~'` ~ ~ rar ro 9cAt6 IBiotalD GLrtaeetE,+iE gyp, p~ ~ t ~ Tam orar Se - _ Winter Rye 0 ~ p y .eel' K 31 Fescue K 31 Fescue
PEE plTLET ro Mr AREA 0~ revokL ssrrt 0 2 1 OOO SF 0 2/1000 SF
Aro MEU-OEfKYED (71AM1t~lL MNI 1 ~ ati/81{tf FtACt OlA1N A I! RAt f7YE11 ~ oar ~ ever ever Winter P~
IrGll tIp1.1" Ir 1!• N OR111. A A A A Rye 025//Ac
A MAINTENANCE: INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, GENEf?AL NOTES: 'AL NOTES:
R L AND MAKE REPAIRS PROMPTLY. GIVE SPEgAI ATTENTION TO 1HE OUTLET ANO N~N.ET SEC110NS ~r sieR snrAw Ara rAar INTi"t 1fS err tars Fertnizer. 10-10-10 0 ?.5//1000 SF
~ - AND OTHER PONTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY CHEq( STABILITY AT ROAD 1' APPLY SiRAN' A CROSSMGS AND LOOK FOR INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES: mAKE AT A RAZE EgUAL ld 1 RAZE EgUAI 10 l0 GAL. PDr 1000 SF. A,>~lA1.T ooror At~rAlKt Ume: 100//'1000 SF
~ ~ " REPAIRS IMMEDIATELY. MAINTAIN AL VEGETATION ADJACENT TO 1HE CH iN H • ANNEL A EALTHY, E STAPLE ~ ~ PLAN VIEW PLAN VIGOROUS CONDITION TO PROTECT THE AREA FROM EROSION AND N - 'rE te' ALpNO PE1dMETER mae~s AhD OIeIKArS~ diA?![ EIER1' Mulch: Strove 0 75/ 000 SF
VIEW II SCOUR DURi G OUT-OF BANK FLOW, Jb' R7 RAtLDpA.T m RArkoae.y m shaNNE AlEnlrG Tack: 200 gallons Ac on dl mulching
I I u
~ IlDall ore Yehteaanl~
dart Posy I r' ~ 1. Reseed and miiNA lore b than e L Mabitab dl ~o >Ri~a Net to ttfl molirium d etb ans.)
• ,y ,a f1,TER LKMNfF1 + I ,~I~ BioRfrfA?r/oN eeelel ands unN stand N d K growth h not eetaMhhed by Meal project inepeerorM aandnue epedfNd otbriNori untN the stand N
ar pwAF? rear) SECTION A-A f1LTER ~ANQi •,j Nor ro Sti1CE Lx pwAlT leave) SECAON A-A 4. Oorect and aN undue eelMig and eroebn wMb 1 yeor oRer Anal 6~ Ilonow from efts aN sraalsn control etrkeeleret after complete st of end of construction
Niemow eNt from eedknent pile and from behbl ahedk dame when eNt N wAMn Pfd
PIPE OUTLET 1O fLAT AREA PIPE OUTLET TD SHAPE OF NORETENTION AREA WY !E IRREGULAR NO HELL-DEFINED CHANNEL HELL-DEFiNED CHANNEL ¦bere ell cannot re-enter haK depth of the pit a pwlway. Dispose of b an area exxkEtENTx~N aPTxr+AL saND LaYER PO / ~P• sE IRREGULAR 7. Plea rods from rods check rsele and gravel ~ ~ filer baebs b dftch fine a arms ec
armor l prat tton. Do not dk+poa of rods AN atone wLCN (z-s• NARDwooD) Pro ectlon N to fit oenloir of charxiei. Don dump, but handepreod:
GENERAL NOTES: ~ ~ ;
1. La = ]HE LENGTH OF THE RIP RAP APRO~i. d = 1.5 AMES THE MAXIMUM S]]TJNNE DIAMETER BUT NOT LESS 1HAN 6
IN A HELL-DETINED CHANNEL EXTEND THE APRON UP THE tXt<ANNEL BANKS I , l,,. _ The Pry wlNeed for the prepoeed Bite aNd ire formal ~ odoirlallorie. Calaa>atlont haw been providad•
1D AN ElEYA110N OF 6" ABOVE IIiE MAXIMUM TAlLWATER DEPTH OR 1n THE 't ~ ii%' " ~ TOP OF THE BANK, WHICHEVER IS LESS y •
ri 4. A fiLTER BLANKET OR FlL1ER FABRIC SHOULD BE INSTALLED BEI11mV THE II StrrEtlcE II II RIP RAP AND I i ttEUft 10° I ~ snorot SOIL fDUNDA110N. gI TRENRA I I I 7 , r~, . Vllat 0 rNrlidreee~ LLC
5. fLAREO EHD S£CAON IS OPTIONAL. SEE PLANS FOR REQt)IREIIEIVT. ~ sate ~ u cwt OR y~/: ; A44 Country t~ Road
6. SEE PLAN AND PROFTCES FOR ACTUAL DIMENSIONS OBER ~ ` ~ r OUTLET ;/~~liir~~/ ~ Rocky Moue NC 27!!04
MAINTENANCE: INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RNNS TO SEE E f i~~;- ~'r,1,,: ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE r , ;f i / • e Attention: DoiM Smith ~
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. ~//iir. /'~%//~!~fJ / ~ s PE~ORA ~i/,:_/~~ ! /,y,; UNDERDRAN PIPE ~ Phone: 2ikl.A113.0277 0° o N i~PIPE I o 0
a fr''' ~ ~ ~~~%i/ ; %ii%>= !a aAUETER t I N I ~
f f //r Y//~/ %i/ CONSTRUCTION SEQUENCE
01NOi 1. Obtain erosion oontrd
C O N S 7l P UC T/ 0 N f N T AA N C f NOT lU SGYf P~ P~ ~ beginnbq land dleturbaroa Retdn a oopr of the approved erosion control and ft t ondte. Cal NCOENR to Sts kropeobor of a start date to knd altlurbowe• ~ P~ \ w °%w
2. Construct the ooratructian P~ z J aNrwnk:e ore shown an the plona. o X m ' ; ;r 3. Construct the shoe ttre facNlttee of the entrance ore shown x a o
HORSESHOE R!P RAPJGRAVEL mud and eNt wNl not be tr onto ~ ~ P~ Mabtab the Construction Entrance del to colon that a ~ ~
SILT CHECK DAM ~ Nor ra scAtE 4. ~ petrel orNoe. If mud (e tracked onto the rood surface, It b to be removed Imm sly. atruct aN peTt+neter erosion aon~ol nieoeleas to oontob eedbent on-sib. Perm4i«lay seed di area that wNl need to be dbturbed
5 PLAN VIEW EW CURB DRAIN dlxbg COnetNCliall. 5. &qb gearbg and Qubbbg and ~PP~g ~ ~
NOT TO SCALE TOP BANK /ROAD SHOULDER E X01' a 0. Inetdl dl temporary eedknent Beebe a nosed on picric, J r
/ LINT YEOETAlION S i 7. Continue db and construotiai of Nis w N Leer vk=aEtATxrk sHRUes AND oTNER DEEP tam 9ro q project. DO not aNow any sea to be aNeturbed any longer than 15 doge without applybq ° . Ta sNALLOw ROOTED PLANTS Pearl' ~bq• z ~
~ slutww A RooTEC Puwts I PLACE STONE BY HAND , ROOTED PLANTS ACCEPTABLE 8. metal aN primary droboge altdla, Pipet, wet detrlNtn bathe and bkxvltention area. ~ z
DO NOT DUMP do LEAVE ~ /57 GRADED S10NE FILTER roLCN 9. Dig accavoted drop Biel proMetloi sound aoah oatdi boob a Junction boxes. a z z_y. NAeowooD) 10. bataN outlet protection, diedt Bona and bias prateaHoi a noted on the plan. z °
UNSHAP D. - ~ (2-3" eMDNOOD) E OVER NCSA NO R-2 OR R 3 ~ ' ~ ~ • ~ RIP RAP ~`g 11. Seed. Straw, Tadk and ploy tNerglaes netlbp per pion d area shot an 9reeled b tMk fled dt odtion. ~'m
~ - ~ , . t2. f~abtab eralon oontrd IMe1Na daN skid Iweled dttiNbed Ora a needed. ~ N W ':^~`~,\;~r/~..;.i~' 13. Insp?Ct d eroefpl aantfd ~ we~ NN , y arty alter eodi rabfaN event. Repok a needed.
Z ---Flow ~ Y ~Y ~ fs~ ` kt cam et - ~ ` ~ a~~~',;~~ ~.t; , 14. After the sib ill atab~ed tNx;t pro hoe certified
~ Z , W ~ ~ measure an to be r aM aN an be teed and etabNimtlon. AN temporary erosion control ;y~;~' 15. Perrnarnntly aed aN dletoNl aeoe. ~ m
' a 2' - COARSE ~ y' ~ O AGGREGA TE ' H
\i~''i BNGDJEEREDSOB.~ 6" AM+I. , I~ I +`~,C rn oo M
GENERAL NOTES: b , GRAI~EL (4' MIIeiRM) ~ ~ rn
L CLEAR THE EN1RANt,E AND EXIT AREA OF ALL VECETAIiOW R00 TS AND ~ } OTHER OB.ECTIgVABIE MATERIAL. ~ PLACE THE' ARAVEL 117 THE SPEGf1C GRADE AND OlMENSIOVS SHOWN "\4c ~ a -`A`, ~p>lunrnp~ N ~ ~
1 1 lfiNl'D/yfAS/ cARO ON ~ . , / ~ N ~ Aror m eavr p ; • E f SSl 7, w ~-w
oN )NE PLANS AAro SMOOTH rr. ~ ~ 3. PROVDE ORANVAC£ >D CARRY WATER TD SEDIMENT TRAP A4 OTHER ~ +i ~ v ~ ~ y ~
SUITABLE fx11LET. ~`?\~~~e, ;:;5~~~'•!'•~,, 4. MAINTANV 1HE GRAVEL PAD pY A CONDITION TO PREVENT MUD O4 ~ PERFORATEp uNDERDRNI PLPE ' ~ ~ , ree ac~nyy ree ac acing o ens y r wl. • xQo :=51~~;;'~:w Requlremenfs ftQ Stem ~1 (J ! J ( s/A~) a
SEDIMENT fROU LEANNG THE CONSIRUCADN S11E iiidS MAY REQUIRE (e' aAMEIER LLIPoMUIQ ERpRAN ~ : SEAL • luu~ ax um 1 arrkalr eaL 2 19843
PETtJODtC lgaDIPESSTNG W/2 lNCtt STONE. SAND INTERFACE ul'EII 1 LAl'EII apM ~ , i
MAINTANANCE: INSPECT CHECK DAMS AND CHANNELS FOR AMAG AFTER EACH RUN FF L MAINTENANCE: MAINTAIN 1HE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR EFFECTIVE M+fnTRAnpH AREA D E 0 EVEN SEDIMENT FROM LEAVING 1HE CONSTRUCTION SITE. THIS MAY REOIIIRE PERIODIC w • 1Y YIN. Note: >here should be a S~ 1 or J• 1 roll f v ,~'fNC E~~' w ~ 0 o shrubs to treea~ I i,~ .,,IN,,.
ANiiCIPAiE SUBMERGENCE AND DEPOSI110N ABOVE 1HE CHECK DAM AND EROSION FROM HIGH TOPDRESSING WITH 2-INCH STON FLOWS AROUND THE EDGES FO THE DM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFlCANT E. AFTER EACH RAINFALL, MSPECT ANY STRUCTURE ~ EL ~ W ~ r Tvr. ~ lU a N
EROSION OCCURS BETWEEN GAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE CROSS-SECTION ree ec es es ss ~ TION se o lgra am rran~a o ue om n ?
rueuuel onrrns ernwnlT .nrouuu.~rn sue,,,.,,, .,rrnrnn T„ ~e~„~.,T n.,,.nr ALL DBJECTKINABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
c awmcn nvvvmvwcv ocrnnv inc um~ n~ nGCUCVU STONEw rnCHECKcvcni umDAMm,"v AND c NOTES: NOT TO SCALE TO CHANNEL VEGETAION, ALLOW THE CHANNEL TO DRAIN THROUGHT THE • Rhw Birch) (Wltah-Ik¢el) (Blydsfoot-Tnllai M~N~ T ONCE R (MEEK AND AFTER EVERY RAINFALL, w <w w
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS 1. ALL PEWORATED PIPE SHALL HAVE A MINIMUM OF THREE 8etulo Popullfollo H wtcum Uer?slflorum Pachysandra Twmharre IMMEDIAIELY REMOVE SEDNENT FROM THE FLOW AREA AND REPAIR THE DIVERSKIN FAME. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS w 5
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 31-C IXAIETER HOLES, EQUALLY SPACED ALONG IM COMMENCE OF THE PIPE AND NOT LESS iHMW TWEE (Gray Birch) (emmon SL John's Wort) (Japanese Pooh ) NEEDED. MrHEN TIE AREA = PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE o N P s allerynno Hex GA*m U4nca o RIDGE AND THE CHANNEL TO BLEND W/THE NATURAL GROUND LEVEL AND APPROPRIATELY - a
HOLES PER LIED FOOT OF PIPE. wy Pear) (Inkbwy) (Large P*ftwle) STABILIZE IT. Z
SHAY LOAM/L.OAMY SAND; FETES SHOULD BE Lmm TD TNENTY PERCENT OR LESS PASSING MIOUGH A #200 STEVE.
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a Z Z
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t•-o' T CwLA11 (J OO i il.) nar- -wAr ~ ~ ~ C D D C 1 VARES If' y
dsTks 1. PROYOE wlmo E9011 As NEEDED } To SUT E1AS (El i~ li ~ v
2 LOCAnaI a iEIE YIDRArtr SHALL 3,; ' 'f iRENTAI wALL T DVARI~YEN~CN~9 ~ Y~ ~t. DEVELaWI ANCIIOA ~ D.I.P. p xxI I YAKS ~ A19Q1 I. 'tom. Fl?`~': O IV
1 cdITAACTCR YAY USE Rd D N a' I YAw 81 iHIEMEO Roos, AS AroloKD e~Yr al~a. taaa+ wAU ' :d' i.;;~;:~; rTUVtD eAamu. ~ 8
"~';a;:{il,: x:3,3,,,,• ANaroR AMa ' . z' ~ r aNrnEh PAD YmRTMr PUYPER _ I -
i ~Y~n LocAT~w A PAKD 19•x• ro ec ~ ~ r ARU YoT A cAST Cd1CAEh s}i No~iES 7'-r PERPQA110AAA uwAStunem 7 CCIIAR MAY dC USED. Iwl TD SDE[T SDIL J \ J / D ~ \ ~ ~ I \ ~ SECONDARY SECONDARY PRIVATE ~ ~
t~ < s' MN. • PAVED ROADS UNPAVED ROADS PAVED DRIVE I 00 S MN. ENCASDAOrt RPt ~ U U ,y
~ E UU N
r AwanM A°~"OEaou11D Ir~P` N°Ra~'s ~ e• art YuK cowl. e~rogie'lIANS•17-NQT eAAs A AREA m K TAAMt0. i i' i f': i i L e• a alu~to aTaK, ,:i:i;tl'i; o M
e~iASrov~IUM.I~~ a eAlrt a Y IITMINS CONCt1E SINIFACt CdA1K tr::.%'14.i:. N N) NFT RA1[II Y D. dN1RtD SmNL
Y DAIEAD[D Raos lei L NEM Ir10 CAIE ~ INM[! :i7:.+c;+:: C O 2
rrrD SCHEDULE rgrtA NIDRNIT h[ ~ PpE gAYE1ER CDNCAEi[ nlw15T CdLAR MII71pl AIO AwD AEa~ED y~ ~ff T • N PAYtO REw01E AMD +{7 m N SIII [NC AAk~11D1 O TAC ~RAAWAY ?TCION E%CAY~ a tl NgEi I~f1tlND ly
1'-r A 1'-r PAD ro ~ Alm ~DRM11 A 0 C YETU •sPOERr 9uu K ! SO nUT NO ?IM NAIRA tAMIER PiE NllTl11 11E Let ~ xaNE ~ ~ aArlE oA1YES CON PCREIE DRIVE ~ Q ~ e Ir ales' alee•
16 I'-/ I OIE CASMD PAR. SEE /DTM. 1.12 1 L-!. I• 011: 10 rAA. LIZ a Ir o.2eo' azel' z to Ir o.lsa• o.~i•
~ YNAt{IY C04F)1 YAY IE AEwICED 1/ 1'-!• i ~ ro 1-r f 0.1P, a uam. 17 0.JN' ~NM~InN O I-i 14 10' 0.110•
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rns~ Im Na "0'"0' HASH COUNTY eTa NQ SID. N0. ITY IN DETAIL NASH COUNTY PAVEMENT REPLACEMENT DETAIL tts
NASH COUNTY ETAIL NASH COUNTY STANDARD. THRUST COLLAR INSTALLATION i•pg STANDARDS TYPICAL FIRE HYDRANT D tot STANDARDS BORE. CROSS G t.tt STANDARDS
STANDARDS
11BL nIDASIwn ss's~i w~i'YCarrt 1 r M18L [NCASFYOlf PIPE A 3'E k
~ul~ ~iioPw Anr oonalclE n1Axr waa W 00 AIY~ r h
A . r alm Mit A A YECIIAIACAL IOIiT CM STRN RN elm RAs PM[ M
COIC. iNwgT CCLUR / • Ir Ir
CONUE~i[ PMM e i T MMY ,r cASS eNO sFx w YA~~1
IC DIA i'ti i i t ~ NVR [ o.L Prt a6E a svo[1t Ee• 00. D.IP. a6E a svoER cAallr: ~cnax
t~ NoT m soAUl taP YlEte A A w
:rAa 'v I Y 11AIEADED ACDS tE~E DlcAxlar r tx. 4•
YALK /OE I Y' I A ,df STEEL nAS sour s a ~s
RtMM wA
- 1. •A• • 6• iCR PpES 1r Af0 V1~1 1r 0.L PR 1'-yYY w 1'-7• CCNCAEh PAD 1AIA~RARD •A' • 1r Fdt PASS 11• AIO OIOI ~.0 ' Es a A1e1 lettl A ~ It TNN . PES 11' AIO OIOI S1E6 Pus CROSS SECnON_ AAA
~RA~7E4 A~ E. pper~[ SPIDER ASSFAAEY A ` ldl ~ WAK IOX Y iFAEADEO ROD9(EACN SD[) MAEAED ¦11AIAIDUS CO TED A?1EI1 Irldl sEASLY m - . 0 D1 11101 ?IFMd111011. A
1T.pAYETR . CARRIEII PNR ` IGlTi
1'-1• ~ I'-y PAD ro IE cRP110N A-A pgwEpss>D 1HDpY1pq{p~. OA tlOT: 1. IYEMtR FTMT t YAE[ a eooo 17 odIr1ER.
1P~PLY~10 I~IL KETO AT ILL Tllf DESK 91A11 APPLY CNtY TO 1ELIPORMY LoatAMS, [a %v1ANE~N m AwuES ro o< Au aeenas Alt warm. ~1~ FND FVAnW
xoT m seAu
A~~• NA NTY ~ ~
Ialla NASH COUNTY NTY T ENCASEMENT ~ COU 4'x4"x4" WI iTJESS POST Lt7 WATER LINE S EEL t.t2 sr~NDARDs
NASH COUNTY ATl N NASH COUNTY STANDARD CAPPING DETAIL t.p7 STANDARDS TYPICAL VALVE BOX INSTALL 0 t.o2 STANDARDS STANDARDS
b IgIDD b wDTm PM[ LNt ~ ~ Ne/gtll~ AS9EAK.Y AENI~FQ._
N sw" Pu Jpxr a CAA~ain mr.
/TAE ADM • '-Q QAE ROM • -F - . - elld 0wU®!II RR N V rl. ~-gAYERT AS NO1ED IN/fr ~
1/TAILAIpI~ ~Y[I011 ~N~LL V~WM. AEOb I~ !Qk[ ~ ell: ~tR~ ~4MI01 RR
YR N TI 1 we• wNTFM rmoe~lo ' . ~ . - . - aF sAw SERER
A PA T NMipl YErtll ~ A~F> k ~ypjlp WAK AEOb yy~q1,, DpF I_M1F OVER CLL4ERT 4L~FgCE RECO CAfN 00 fFAL
~ 'C Iro~P o,Mt . r Ae II01® ~ ~ CUlVO1T ~ ~ y~ S~1
~K K IIDIlp MAq PITMq r IRAII u[ tK M t;Mt STAE Ra1D - . ~ ' - . - AS M01FD .10• NE'Y PiE LAt.
Yw. i Y AE IrAE Aa1D - . ~ ro wArtRYAAI ~alLwlr ~ tOASPAOIT - r n?.
rat[ VIUK ALAN t~ fIQ1.~MS A df ft11KSiM
~j Af SP[A~D ~ a CONDITION 2 .Ir wN FaR rnoser+o pPF IMF Lw!FR ~e YERT a SWiARY SEYER ~
~ / iro AaAPa Ia~CO A _ 10 TONS GLASS M L 'A' . r K A Y~ K RA+ RAP RECD IC r4 RIQI TIgRYI •A' . 1!•~ 1~0 N~~~
q M01m AS M0101 N V ItL !LI 1Btt ~SAa UVA( CVLYIRT 2 eplRR/ldq MR~ I~ ~'PDSOaaRAR m PME ~Aml?
lm YAN ; RR IMt OtMt# PMe
E~ ASSEMBLY id~lqr1 MAAnp1 ro I SU RoM - • - • ~ SU ROAD-•-.~.~.- BN'[IIR
. W~g1~MiNDUT 1FE $q~A9A001E~Ale) wA1ER -~1 T 7ME COAPCRAnCN STOP. YAM ~gAY80 AS NOIID pR~ eLltl .0 11~
~ppppAllCN STOP 9NALL BE LOCATED - a w lOP a wA1EA YAAL 9ERNC4 SMdE DESCRP SCSalLCL.LE1o].~t ~oBE EINI ElE1Y1011 MFL L~It AAmLMSI Fly OF CLLVERT NOT m eGt
~w~ s+M~ ~ >m M0.
wnsi S11R INTY INSTALLATION OF PIPELINE NASH COUNTY GRAVITY SEWER STEEL ENCASEMENT
1~'"a NASH COUNTY M LY NASH COUNTY NASH COUNTY "BLOW-OFF ASSEMBLY WATER SERVICE ASSE B LOB STANDARDS STANDARD 2 t.o3 STANDARDS s AT CULVERT DETAIL t.t3 StANDAIiDS 2.08
STANDARDS
9
~r r
YE1ER - - ~ ~ iAASI IRIOE ~ '`-P Oi REDUCER qP REDUCER TRADiED olv oR ,pNT
No cnoN { ~ ~ VARIES A~~I ~ x Ro cnoN RESTRANT AS N APPROVED 9Y ENdIKER
pp10.~Ip1~jpflpN ~roI PAS, t t ® sor (7) •A• I! ~ ' • t~( t - f81~8
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~ l1AN. ~ • STONE S/ANOAM IAM7(S PtttrYlR m101 1E DR-9 $ BASE S h ~ Ol ~
A ELEYADDti ~ FE)PE qP DP p ~ N
~ AsCLfAY A-A NDPE M~ (DNO
A IdAO +•~LJ oaIDE A a 70' IoPE ~ ID app N ~ IAN, a lo' IoPE rn
e oz aEAOC ~ PROPER I~ Ni ro e[ 111A33 t CDP/[II TYINID AIO 91ALL K AUCNAENT RTIN DP ~ ~ PROPER RESTRAIN D De' ^N of ti1N DP OI
pSM!lD~f(MAI~ FEW~IOFD IWLF YI~LmK NER AlK WIIEA ! At'-?ASS
~I1111 AS UERO i PAICIST OCllgl[lE w1A w/ IlU1MM AGCS! INily1 M CHIRE ~ TKONHM ACCEITAIL[ rtANAtM w1N APMdMt a / •A' W~LW~ Z J
NC AREA a E IMD s~dli a1NLOtiwAic st~emA SQ• FT. BEARI IQO dtL~
Rvlt PIPE r PAS r PAR 11' PFE O0°0~'~ I as Aa1 ABOK oDAAO ~ :1e
at a 1¢ i >A ae sla LESS 1 : O 721
[ACAVArt AS 1EAllY KA71GIl AS ?OSSlIE aW H JJ"
e~11~ ~{IIII Min J N TAT 'mot' o•
510.1 H COUNTY STANDARD 1 ~ 2" METER 1`~' NASH COUNTY JNTY PIPELINE RESTRAIN TI NS DETAIL w z is HDPE/DI CONNEC 0
NASH COUNTY THRUST BLOCK NAS 1.09 STANDARDS FOR HORIZONTAL PIPE BENDS 1.04 STANDARDS INSTALLATION AND VAULT STANDARDS az .o
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1'-r •C• S, MJUSTAItE CDNNECiM6 PECE ro AE APPROVED eY couNTr. ro rnrt CON[ M ROEASE ~ Op r7
1'-0• Yw, 1A1KINIS Qp q9M Le YDY RRPLY 4 A1i~ vALYt ~ o rn~ REIEAST ^w)..
{ CROSS IAI15 a 47 .x . t v a VALVES 91A51. IE noq EDDY TiPE. BRASS VALYE N ~
ANaE 70" 6. EIDER SgA1 EPof7G SCUD BLDdf 1/' YAL OA PRECAST CCN h YAY BE USED. 1. TO ENSURE P091M1E pRAMAGE, DE ~^N GaroaR non
wu RIt oniMO sTD°~wl oAA~DAarosYSiEEY ~n~ND - . . - - wlltl PossleLE. yy(p~UAml 4M STOP N SADOIE , • v W PANNgE Z
a ALL EAPOSED METAL SUAiACE4 SHALL ~ RFCOK A COAT a COAL fAA FPOAY. r-. t' Rh oxm x¢o
I ~ I caiD~ol~ 1~'T N J AT DDOIt
r ~ .;.A `VIII11111111/1j/
a eccnal •c-c" aLK is PP°pNOMO r°E+tnKis VALVE IOA Mr, AREA i W
sEE sro. vuK eoA MsrAturtw r ~ 1Ap AwLDw ~ O ~ r - wa eF sTaNE O ' F ESS t p'' 1i z ao
EA ILIpc DA Cuero VERTICAL ANDS-1FMiU5T 150 P.Sd• PR[tOnEll V SUproplY I10II~ ~ Q ~ i Q
ANOIF tAKK RApAI 1RIAjT - IEa - L TIP • RR r AI; r ItE Ir PiE Rppvp m*~ L IAD.RPE A1A1 Ie01A11011 YALYE m R sAwE 93 AS M AOtASE VALYL U SEAL eRAA OR eRaNtt ts+V Z z L OIQ~~111~ M 1NF Y/1M0.F, SNALL R 2'~ Z ~ • MOIm, .19843
11 TEA/ 110 RII Aeoo UYP~ a YANI 77r xlo P ra1• DElla Ext~ a w esT~tlleA eE PIAan Ir x stw DvTw a wANNOIt WW VI J i
7D" ¦AO ulTRnlwm IDL ~ aNT 1• STdIE L. CENIER MANNdL QOtt, FOR NANHOI[ ORTq !pS TUN 6 fLti. ~ v•~ ~ ; Q J
A wi ~i 1,6~AE Z
m " R ASH COUNTY NASH COUNTY STANDARD 3 do 4 METE N COMBINATION AIR VALVE MANHOLE iUNTY
NASH COUNTY VERTICAL THRUST BLOCK DETAIL 1,05 STANDARDS INSTALLATION AND VAULT STANDARDS VS (FOR WATER MAINS) Fl. 15
STANDARDS
D=42

1745
General Notes:
caner • eve 0 er.
1. Topogra hical data ertormed b Ted Ho kins S rl P P Y P p ng Hope, NC Boundary Information supplied by Ted Hopkins, Spring Hope, N( fng Hope, NC.
2. The contractor shall notify and cooperate with all utilit com ai ~ing Hope, NC. utility companies of firms having facilities
Y P on or adjacent to the site before disturbing, altering, removing, VILLAS W INDCHAS n removin relocat?n E LLC g, g, g, adjusting or ~
~ connecting to said facilities.
~ 3. All excavation is unclassified and shall Include all materials en O ~ 4. All structural fill material shall be free of all sticks, rocks, an. material 844 COUNTR s encountered. Y CLUB RD.
~ ~ 5. Unus I ~ ab a excavated materials and all waste resulting from clea cs, rocks, and clumps of mud. ROCKYMOUNT, N.C. 27804 ng from clearing and grubbing shall be
disposed of off-site by the contractor in an .approved solid wa wed solid waste landfill.
6. Loco i sr Qj ton of underground utilities are approximate and must be end must be field verified. Contoct the
SITE NC One Call Center at least 48 hours prior to digging 0 1.800 have oni located the utili ~Ing 0 1.800.632.4949. The surveyors
(V y Iles that are above ground at the tlm of field survey. Underground Ilnes shown hereon are approxim ~d at the time are approximate or as reported by
various responsible ponies. The surveyor does not guarantee t I guarantee that any underground • •
CV structures s ch as utilities, tanks and 1 es are located hereon PP Gated hereon. ~ i n V~ • eer
~ ~ 7. Ail i e len hs are p p at horizontal distances and are approximate. ?n . ~pproxlmate.
~ 8. All work shall com I with all a licab P y pp le codes, regulations, am by local utilffy. gulations, and/or local standards im osed P
9. All construction and materials shall meet NCDOT details and NC Stocks En ine Mails and NCDOT erin P.A. 9? 9,
' Standards, latest edition. All work within. N DOT right-of-way 'ght-of-way shall meet the specifications 1100 Eastern Avenue
and standards of NCOOT. ~a Nashville NC 27 858
10. All concrete pipe Is to be ASTY C~6, Class III with ram- nek. 11. This property Is located in a F1ooQ Hazard Zone per FEMA Map, 'h ram-nek.
P 12. All lot dimensions shown are approximate. Consult the bounds sr FEMA Map. f the boundary survey of actual site 252.439.8198 V
boundary Information.
13. An evaluation of 404 jurisdictional wetlands was conducted. Th the project area. Sae sheet C-01. 9. 8„OT inducted. There are wetlands within
14. The contractor shall be res onsible for all w p ark tote fraf`~c co email: kernel. Lock ~s sen8lneerln .corn 8
right-of-way. All signs, pavement, mar~ings`~`and other traffic NOT TO SCALE to the Manual ~e fr~at~Oc control in or adjacent to NCDOT ether traffic control devices shall conform
on Uniform traffic Co~~trol Devices (MUTCD), 198! Contact: J. Kevin Yarnell MUTCD), 1988 edition as amended.
15. Prior to placing CABC atom base, lr"~s contractor should notify i hould notify the Engineer to inspect and proof
roll the subgrade. Any stone place without prior approval will contractor. cpproval will be the sole responslbNlly of the
16. DESIGN/FIELD CONDITIONS qu(te easily may vary from that repro; m that represented in the initial
soils report and/or topogra hical report. Ltolated areas may shy reas may show up weak and adverse
soils or groundwater condi _ ns may k~e discovered that were no that were not revealed during the initial
soils investigatipn, There ,the Contractor is to be aware the be aware that Stocks Engineering, P.A.
will not and cannot be h I responsible for any failures to effh~ Ilures to effher a street or arkin P g
lot pavement design as a result of soli conditions. 17. All utility services, (power, telephone, cable, etc. are ro osed
GENERAL NOTES: LOCAL JURISDICTIC?N ) P P ( ~ ~ seed or mulch disturbed areas unti. ail underground utilities hay re proposed to be under round. Do not 9 d utilities have been installed.
i. An discre oncies in la ut should be brou ht to the En ineers' 18. Regulatory signs, stops signs and str~set name si ns shall be m Y P yn 9 9 9 s shall be manufactured from high
intensity reflective materials. attention prior to construction. vs~!
2. Written dimensions supercede scaled dimension. All dimensions are 19. All excess topsoil and unclassified excavation is to hauled o ~P i..j hauled off-site, unless. otherwl:•
edge of pavement or as noted. directed by the owner. 3. All materials, installation, testing and inspection of water and sewer 20. All site construction must be In acted b The Pro eatsEn (Weer D
r j , ~ g utilities to meet current NCDOT standards. stages: 6 b~n (Weer or Architec O9~ 9 fat the following Q 6 M
4. All streets shall hove a 50' public right-of-way with 20' pavement section. A. Completion. of grading subgrade prior to placin tone Bas ng tone Base.
Ali streets shall m `g' eat NCDOT minimum standards for subdiwsion streets. 8. Completion of Stone placement p.lor to paving: i
5. All lots to be served by public water and septic system.. C. Final inspection when all work is complete. , 6. A 5' utility, drainage and road maintenance easement is reserved 21. The surveyor did not v(sibly see any cemeteries in o en are
'a++1'' P along and adjacent to all street right of ways. 22. This property ;does not depict encumbrances that ai~tound durl am-open areas unless otherwise noted. ie~i~ound dur(n a thorou h title search.
7. Flared end sections ore to be used on both inlet and/or outlet ends of 23. Contractor to furnish all paint ctrl in as shown. P9 9 9
storm sewer unless otherwise noted. 24. All dimensions are to edge of aasment EOP unless indicated P ( ) ass indicated otherwise.
8. Each prime contractor performing excavations or underground work 25. Contractor shall saw-cut to rovide smooth transitions who shall be responsible for the location of any existin utilities In the urea P re ex Ana where existin as halt and or curb 9 P /
g and gutter is to be removed. of their work. Notify the utility locator service (1.800.632.4949) at least 26. The contractor is res onsible f r
48 hours prior to commencin construction in order that existin p o the design and implementation g g sheeting, shoring, and special excavation measures re wired on iplementatlon of ali required necesaa / ry
utilities in the area may be flogged and staked, Contractor shall use Fe r q required on the project to meet OSNA,
all care necessary when working in areas known or suspected to de al, State and Local regulaflons pursuant to the Installation contain underground utilities, including hand digging. the drawings. The Owner and Stocks Engineering, P.A. accept r i installation of the work Indicated on P.A. accept no responsibility for the design
9. The contractor is responsible for relocating any existing utilities that to install sold items:
conflict with the proposed construction. In addition, the contractor is 27. The Land Disturbance Permit must be ke t on the work P site an< work site and shown upon request.
responsible for repair and replacement of any utilities, curb and gutter, 28. The contractor shall include in the contract rice an de-waterir ny de-watering necessary to construct
pavement, etc. that may be damaged Burin construction. Damaged P y 9 the project ap shown on the plans. items shall be repaired to at least the quality of the original 29. The contractor shall Include (n the rice, an and all cost
workmanship. The contractor shall field verify depth of existing utNities P Y s asso professional engineer on site if required, during the construction III costa associated wffh rovidln a P g
and relocate if proposed grading causes utility cover to be less than mono ement facilities, under round utilit construction of the storm water required for as-built certiftcatlon.
minimum required. 9 ~ g ies, etc. as required for 10. All tom orar erosion control measures shall be ins acted after each 30. All grass, topsoil and building debris material dumped onsite sl P y P base bid rior to lacement of structural fll aped onsite shall be removed in tM `~~,,~un~q~~
rain event and necessary repairs shall be done as required. P P f I material. lal. CAR ~~~~i
31. All generated waste shall be disposed of otf-site in an approves 32. Rip-Rap shall be placed on ditch back slo es to revent scourin an approved landfill location. ~.~~~~,.~"S"h.titi
33. Contractor is r P P esponsible for coordination of the connection to tt event scourin of ditch bank. FE S~0 ti9 ~nectton to the proposed Nash Coutdy ;Q~,
line in Bend of the River Road. SEAT.
• i 9843 a .
i ~ ~ ~ nn ~ . '•.NCIM~,.•'
I~
r
.
COUNTY: . ...........................HASH COUNTY
TOTAL SITE ACREAGE:.....:........ 76.06 Ac.
CV COVE R SHEET ZONING: . . . .
C-01 PRE N LIMINARY PLA 1 RA•40
C-02 PRELIMINARY PLAN 2 TOTAL NU MBER OF LOTS 6 .6
C-03 PLAN and PROFILE: ISABELLA ROAD
C-04 PLAN and PROFILE: ISABELLA ROAD MINIMUM BUDDING SETBACKS:
C-05 PLAN and PROFILE: ISABELLA ROAD FRONT: 50
- PLAN and PROFILE: ISABELLA C 06 ROAD SSE: ' ..............15
- PLAN and PROFILE: COLLEEN C 07 ROAD SIDE STREET:....... 25
REAR:
-0 PLAN and PROFILE: VENICE CT C 8 d~ TUSCANY RD . 30
STORMWATER WETLAND PLAN C 09
EROSION CONTROL PLAN 1 C10 MINIMUM STREET FRONTAGE ......................100
- EROSI C 11 ON CONTROL PLAN 2 MINIMUM LOT SIZ
E ...................40000 S Q. FT.
D-1 ER OS/ON CONTROL DETAILS
D-2 HASH COUNTY WATER DETAILS PARCEL ID:.........:.. ................................................37170033 3816
IMP ERVIOU8 AREA. ...................17x
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A .
e
1~ 372700364300 P ~6 G S8 a a
L~`~ 40 63 0
'.B. 18 PG. 127 PART 2 ~
5 x W
~ ~
~ ~
AVERAGE LOT SIZE 1.02 AC
LOT AREA (AC) (AC) (AC) N
N
TRANS. IMPERVIOUS 5.9 3.2 9.2
PIN# 372700363018 ROOF IMP VIOUS 9 9
LOT 41 P.B. 18 PG. 127 X IMPERVIOUS 17.2X N
PART 2 O
{W2~ ~NM7dV1N < J ~ ~
)1d
1KE
!JND
SADDLEHORN DRIVE
(5Q' PUBLIC R/W ) ~ l~l_
_
~ 4 ~c
IRON PIN# 37270035182 ' LOT 42 4`5 AKE P,B. 18 PG. 126. R-~ 4 0 EXISTING
` FOUND PART i IRON 50.08'` i ON RAIL ROAD SPIKE
SWQ BASIN STAKE STAKE
_ f1,17 Ac. FOUND FOUND PIN 372700440139 PIN# 372700430970 PINS 372700431632 PINS 37270034942
PIN 372700345825 PIN# 372700348700 PIN# 372700351577 PIN# 372700353307 PINS 372700353184 # LOT 4 LOT 3 LOT 2 LOT 1
T 43 LOT 44 LOT 45 LOT 6 LOT 5 LO P,B. 18 PG. 126 P,6. 18 PG. 126 ~ P.B. 18 PG. 126 P.B. 18 PG. 126 BMP LOT P.B. 18 PG. 126 _ PART 1 P.B. 18 PG. 126 P.B. 18 PG. 126. P.B.. 18 PG: 126 P.B. 18 PG. 126 PART 1 PART 1 PART 1 PART 1
1 PART 1 PART 1 ~ PART 1 PART a 3 w
- ~ ~ N BIORETENTION AREA - 0.55 Ac. ; ~ d o ma
~ .SEE STORMWAT 'R WETLAND DETAIL ~ SEE BIORETENTI N DETAIL r ° 1. S7 Z3' ) M ~ J ( Nl
s~.•. , SHEET C-09 ~ m . ~ o. ~ a a z
w ~a ~
~ • ~ 6 PVC _ a ,
APPROX. LOCATION FRENCH DRAT i CLASS A 3 r3
INV. 42.50 OF ISOLATED WET NDS I IRON ~ ~
\ EMERGENCY ~ Z D . ' \ ~ ~ ~ (0.29 AC TO BE FI LE SPILLWAY - _ ~ ! 30 ~ IR N ~ IROI;!- __STAKE a _.I N... - IRON IR~--~--- ~ 0
N n \ r R N IRON RO `1j4 _ TAK "2 . i ! STAK 198,7' STAKE F~1ND
IRON \ 6 PVC, ~ IRON : _ 7 I O ICON SAKE STAKE ,•STAi~E ~ ~ STANc 30' STAKE 248.08' STAKE -STAKE = - 451.58' ~ ~ ~ ~ 1'9.15 FZ~LJ,Np ~STAITE SOLID) 41018 ~ F „ .D 239, FOUN S O'13'00"E_ FOUND L12 ~ f ND ~ =520'12`10'E FOUND ` 520'1,1'59"E~ QUN 5' STAKE ` _ .,.21L~4=, -.,STAKE 271.88' , . _ - S E 20-1;6 " ' - OUN • FOUND "~`10'~ 46=E FOUND S2013 2 E FOUN , S20'14'1 "E FOUNq L13 1 Epp ~9"E ~ S20t13 02"E ; ~ t .62, 152.01, n
' _ 77 S20"12 08 E F'!?UP1D~` X2013 ~ - ' 11~ _ 101,n' - 1ea19' s2';- - - ~ 22za 134.13' 1 ;39 10.128'i io~.2E'~ 149.92' v 1' 210. ~ 14°•6e' ~ ~ PROPOSED 8 LINE ~ - ! - \ ~ - ~ EXISTING ~
; , 1 , , rr-tt~~rr??~~ _ ~ ~ ~ - L-- ~ ~ w ~ - BY OTHERS • - - - ~ ~o. 15' RCP ,
~ -1- CIVICI`I . - 1 ` 1 i ~ ~ - 0-B - _ ~ ~ ~ i 1 ~ t . ` ~ ~ _ ,
/ , ~ ` ' i ~ ~ 55 ~ 54 ~ \ ~ Q
r i , , \ ~ ' ~ ~ 4008) i ~ ^ ; ~ , ~ 4oon ~ ~ 4m97 53 ~ 51 '0°-
(n/ ; ~ 8 , ' ~ ~ , ' S0. FT. 0 40064 r;~ ' 59 \ 56 I v ; sc. rY. $ so. ~ ` 1 ~ ~ '6, : _ 4007E 1 1 40274
~ 66 ~ \ ~ _ - - N S0. FT. a~ ~ 57 ~ \ ~ 64 40397. 58 ~ ~ \ iv \ ~ ~ SQ: FT, N ( a 40116 ~ t' 57 4oa9E ~ ° , . ' ~ 52 y ~ ~ ~ ~ 1 a a ~ p 50. Fi. e / x
49178 _ m 65 40888 ~ ~ / ' . ` N SO. FT: N 40125 ~ t g 40121 s , Y \ • S0. Fi: ~ , S0. F1. ~ 26J N ; ~ ~ S0. FT. ' Y S0. FT. 40121 m SQ. FL ~ .1 ~ ' ~ 1 , ` I ~ ; p A 40042 w 1 S0. FT, s I ~ ~ o ~ rJ ~i I' W N / O \ ~ I'
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, . . ~ - 3- T • = ` Y~~,. ; . 1 . ' ~ 170. _ .170 - ~a ~ • OPEN FIELD ~ ES-- ` ~ I~' -105.90-I~- i ~ Q
\ 58,14=;. ~ ...,N3"87, f . / ' 3~ ` 1,8 ~ ~ 40' ~ _ ~ ' r '.170.40 51 ~ t0~ ; i - Z
309.88x. ao01 :5 . 3 3 ~ 1. \ _ ~ . -V --,7~( ~ b , T ~ r / , j - ~ ~ ~ i ~ ~ SS ' - 129 ~ - \ ~ W / 1j01 ' m
1 _ l.. , r . . ~n • 118.94' ~ t 50 7 _ ~ ~ 3, . ~ . ' 1
19 ~ ,r ~ ~ 1 . _ ~ - - / \ 196. . _ t9 .48 --19 ,48 _ , / M _ 1 1.~ _ .MONUMENT w i ~ . , FOUND ! i
~ , , _ ..C ~ , • r---- r . 5 FRONT \ , 40414 ~ r ~ ` ~ ~ ~ ~ • ~ ~ ` . - - SABEL A ROAD ~ ~ 42 K TYP.) EOP EOP; N ~ ~ I;~ '
' 1 o ~ ~ ~ ~ o° ~ .cT.
\ ~ ~ ~ _ ~ ~ 40806
~ ~ ~ 44o7e + I i 1 ~ ; i i I 937 , sa. FT. 43 ~ ~ ~s~ ~ ~ ~ ~ 40 - ~ ae ` w I ~ ~ n C 40208 n` P t o 44 + r S0. FT. q 14 10254 N 49 n ~0 _
nh~ \ o - i i { ~ ,`406 3 . r ~ %8. „p_. ~ 45 ~ ~ V ~ ~ `ti 38 ! ! ~ 39 . e~ sa. Ft ~ ~ so. FT. 48733~~ ~ ~ 45 ~ so. IT, xx K ~ c~ , j I' 41257 Ef ~ ~ 40JE1 ry ~
. ~ ~ ~ ~ i ~ ~ b' I ~ ~ I 45518 N ~ ,g9 _ 4038Di I i 40428 Sa. F1, 4551E r 15 SIDE ,
ro ~ r' 0gt \ , l SQ. FTr S0. FT' ' ; Ia'=_ 20 ~ ~f U \ ~ ` ~ \ ~ ~ t SETBACK ~ •~n CONTRACTOR TO VERIFY AND
.41389 ~ ~ V ~ I ;S~ f I ~ \ SO. F1. - W ;WOODS - ~'J a~ . ~ ~ ~ ~ - 1YP. PHONE ;`t~ COORDINATE LOCATION OF PRO ~n i - ~ N'
U ~ L= M1 \ T . I I ' • - - - i - ~ F~DESTAL., m POSED WATER LINE IN BEND OF ! ~I
72.26' 184.72' ' 249,11 248.3f z \ ~ ' 1zs.5x t ~ 227,46' . 2o2.5e' ---4---1os.56' - - OHE 24E.39~ ~ tM•~' ~ r•~' 1.08' 2o2.ar ~ tDJ THE RIVER BY OTHERS. N20'14'04 W
^W i 36 4~" , 'I ~ i ; ' ~ ,~A ONG N2~'1~6:(0"W IROPd ? ~,0 CR TEN 01 4'~ FENCE- L ~ 768.07'' STAKE 1224.94' ~R01~ ~ 1 ~ STAI(E
~ J g h~ *?o~ 244: T~ S'TAKE PROPERTY ~ - ,4 ( i ~i1064 ~ IUO UI~ N ~ , N ~ FOUND n ~ ~ S0, FT. FOU D FOU D ; j ~ LINE'- ~ FOUND ~ 2
\R o f ~ ~ 30 REAR q ~ ~ . CONTROL ~ CORNER
k ~ ~ ~~qG ~ ~ 1 ~CO(2N R y ~ ~ SETBACK ~ F ~ \ ~ t
I .~E ~ 1 ~ TYP.) ( M ~ ~ ~ o ~
' ~ \ FN oo~ oat
~ 1 , ` , ~Np°p N~~
35 ~ ~ ~ i, ' PIN}' 372700239049 Of N p)
~ ~ PIN# 372700247710 \ 4717) \ ~ ,r' 1, lEE W. BOODIE, JR. "Y. . FT, SQ ~ S OTHA F. WINSTEAD
D.B. 1518 PG. „73 ; 50 ' FONT 0.8. 1227 PG. 251 FORE Y BE OU DIG o, CALL TOLL FREE ~ w~'
~ ~ ~ CK TY 1 z ~ TOTAL AREA 1 800 632 4949 ° X g
~ G ti ~~.~4 4 s . ft. a~~ 3313,2 2 q
s~, - _1sJ L.. 76.06 acres
~ tq, ~ 1 FIN 372700243254 C~ , _ Y PIN# 372700147704 # ~a I DEWEY T. C AREA IN R/W Q
C „ +30PER STEPHEN HARRELL ~ R I D.B, 1619 PG. 183 O.B. 1526 PG. 155 H n
0 ~ ~ . qO ~ 2e,34.,....__ 1 16,766 sq. ft. W N
3i'3j ~ I i ~ . r 0.38 acres Z" wz
~ ~ ~ ~ ~ I TING MATH EX S ~ NET AREA <Z
d~ < STRE \ IN SHAMROCK 3 296 476 s . ft. Z ° q
~ ~ ,h>~ i` BDIVIS~ION ~ ~~1 75.68 acres NORTH CAROLINA NN
M~ N 33 ~ ( ~ ~`6 ONE-CALL CENTER
;lpieo ~ ~ rn m ~
SO. Ft. "t ~4 , ,e' ~n~
/ 41416 ~ r~ - i~]Lti~ N p
,o R ~I~ ISS • IRON STAKE SET RAJ W000 ~ ~ 111111111111111 N ~ N
1 ~ R/N /W ~ ' ~ ~ ~ EIS a EXISTING IRON STAKE PROPOSED RIGHT OF WAY .1111 CARP ~~~4 N N N
r' h`ti ~n TYPICAL SIGHT PKS ~PK NAIL SET Q~~,. • N
14. ~ 8' 9' DISTANCE EASEMENT EXISnNG RIGHT of WAY , o ; ~ESSr , y , EPK EXISTING PK NAIL ~ ?;4~ :9 ; z
00 ; ~ v ~ ~.r s sHaxoeR arcH ~t o PP ~O~POWER POLE PROPOSED EOGE OF PAVEMENT ° " m ' SEAL = a~~ R/W RIGHT OF WAY ~
1i?~, ~ f RAN ~ - ~ 10' ~ RRS • RAILROAD SPIKE SET EXISTING EDGE OF PAVEMENT ~ 19843 R/YI
i ~ r ,E CONCRETE 4 ~-a0R 2.O8x 208X-- B,Oxy 4 4 I _ 70~ _ I ~1 if- I I 7p~'~ ~ ERR a EX.RAlLROAD SPIKE v'•,, ~ ~ f ~l _ _ _ _ BUILDING SETBACK LINE ~ • ~'C
tv10NUMENT tr- ~ ~ I ~ - NLS ~ NAIL SET ~C, woo OHE OVERHEAD ELECTRIC ~ k L 1 z r
FOUND ~ _I .PIN# 372700153145. I ~ R CP M COMPUTED POINT - - DRAINAGE FEATURE /1 N
JAMES BRANTLEY ~ 8" CABC R~N . ~ USED GROUP 3 SOA.S ~ - -CUT SECTION - ~ S a. MQN. a GRID MONUMENT z ~
P.B. 14 PG. 234 - FlLL SECTION - CMP CORRUGATED METAL PIPE SOIL DELINEATION LINE ~ z PED ~ PHONE PEDESTAL
FH AFIRE HYDRANT a
~rern~en ~~nnr ~rn crQ~Fr ccr_r~nw /MTEASEC' IMTEASECTIDIY DETAIL w s
V/AIWY/71EY nvrv¦ rv vff¦¦rr¦ v v¦¦ ¦ Q.
NOT TO SCALE NOT TO SCALE NOT TO SCALE O < 1o z
SCALE: 1 100'
0 100 200 250 300 CMO I
Imc 4 j

1N# 3!2/Otl,Si1X / ; o J~4i uan.~a~a
COMMON AREA ' r uv E; uu.w~i c r LOT .37-. LOT 38 & 39
P.B. 18 PG..1~7 P•B, 18 PG. 12?.. P.B. 18 PG. 127 PART 2 i I i '
IRON ! RON , PART.,2 IRON !RON PART 2 " 332,77' STAK& 356.38' t 'STAKE
STAKE - 1 X1,21' STAKE 52009.3.:2"E.... __ESl;1t~l!) _ 'aS20'0953'E `r_. __.___ir.0~P~1~.. . 5201 09"E FOUND FOUNCI ' ~ / ~
208.45' . . . ~ ~ ~ ~ ~ ,i /
~ 0E2 ~ .m z N ~ CCE . ` :f , 8 / j O
EE , - , _ - - - - - - :54' , .126 74 131:78 _ 131:28'... ~ . 51: ~ • ~ • ~ / , Z
ZONE 1 ~ • , h ~ ~ ~ ~M1,, pe \ I Ji~c J~ t :~~I ` ! ! oe
ISABEL A ROA~~~~~ / A ~6 G S8 63
V~., . r I . - r i eo / 0 as ~ y ~
/ L.-_ I ~ ~ / / V
' I ` ~ ` , / N ~ ~
.1 ,I` _ F I. / IRON W I PINS 372700364300 ~ LOT 40
1 1 I~ I I I _:k~ i f srAKE ~ ~ ~ ~ 1 I I 1,5 SIDE. _ ~ p.6. 18 PG. 127 / ~ ~
~ ~ ~ ` _ 46708 Q ~ I _...I - -3 ~-.....I ~ 4 : 1-~•_.,~ 5 ~ / ` / ~ .FOUND Z ~ 2 . I • _ ~ .SETBACK ,1 . PART 2 AVERAGE LOT SIZE 1.02 AC m
TYPICAL SICHT 1 , 5 sa; FT• ~ I 2 ~ 42170 I ^ I L . I / ~ Q I \ I I so FT. _ _ n 41754 43106 ( / ~ ~TY~:1 asTANC~ EASafENr / LOT AREA 0 $ AC ~ N
1. ~ Il 42198 n _ i I 50: Ft: I I" S0. FL / t' o'/` _ ~ 1 . I ) (AC) AC)
` r-, ~ ,L-. / C/i - , TRANS. IMP 5.9
~ ~I w, I ~ 45 66 * SDE _ - 10' _ _ _ SO. FT. R I .g
70' ~ I I I I ; ~.oo_ _ ; r, I I Y, T _ / ~'i ~ / ~ • , i X IMPERVIOUS 17.2X N v` u'~ w ~9,
_ n~ i o .r - $ ! ~ IRON I , , / / 7` 7 - as `as ZONE 1 MPACT °z
STAKE / - R~N RnM FOUN N L:g"' , f., ' r.~~.;fir 7- 4.122 I . ¦•ae ~ 2880 9F. pIN 372700363 ~ if 018
D ~ ~ 1 kk $ ~ r ~.,~r j• ~SC.'FT: - _ t, fir. 13 0' ~ ~ Y{ tiv~;lr ,.rk IRON ~ ~`x - ~ ~ l s lOT 41 •'NMtln~n ~ ~ , ~ ZONE 2 IMPACT P.B. 18 PG. 127
N _ A .F • ~Sq e f 'ti~~T ,55„W O6. } AA••~R L0~ FL ~ 1,. 19~SF. / PART 2
~ ~ ~33'S253, STAKE 16 2`0 03" L / pROXlN a~~ s \ IRON ,5 N18'S6 21 W IRON 160. FOUND 1.50 LOCA170N z ~ 1NTfRSECT/ON DETA/L , STAKE 118. 4' CP ~ ' • _ ~ ~ _ _ _ `
FOUND 2 STAKE 50 ati1 ~ - NOT TO SCALE FOUND IR s, x i ;f. .IRON
i v' - , ~d k' • ~ ~ / ~ STAKE
;a; FOUND /
r~ ~~r~=
si ~ . BMP LOT
3~~~. > • s /
• ` L' ~ ' ~ a ~ ~ TAR RIVER , . _•;i SAODLEHORN DRIVE - ~ o~~~'• ~ (50' PUBLIC R W
i'' f . ° / )
g. ~ 1~ 4 0 b~++r## - 1- ~ ~ PIN 7 7 "R ~ ~.,rr- IRON / 3 2 00351824 _
~ ~ ,g - ~ . - ~ ''CTAKE LOT 42 _ FOUND P.B. 18 pG. 126
PART 1 SWO BASIN 4'04' - '
11.17 Ac. IRON 50.08 - ~ ~ ON I ~
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.,C, ti, pR HOC' : 9 ~ . V - ~ti - PINS 372700351577 PIN 372700353307 lOT 43 ~ PINS 372700353184
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2 / ~~i / 3~ 40 4 l ' r ll 31.50 S88'38'48"W TOTA PIN# 372'00164407 6.82.3 W - tit ,,,,,,r ~ Q/ 32 , / , r _ MAT ,H EXISTING
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INV IN-143.06 ; FES 17 ; , \ } _ I I INV=143.36 ~ INV=142.0. ~ ~ : s-~_ , (1 / i' f N
INV OUT-142.96. ; - ~ „ • ~ ~ ~ ~ ~ ~ t~ FES , ~18 FES 8 ~ ^ ~ r ~ o
S B r A E LL , , , A , _ D _ , _ /INV 141. . _ _ - v 141 ; f o,
® 0.35 _ _ ~ _ .t 0 0 , ~ I : / > > + , ' ; t
P_ i . ~ - 0 0 '
, ~ _ ; TOP ELEV=154.00 \ 4. . ~
. , . INV IN=144.04 ~ , .,y. ~ ~ 1 j
`JNV OUT=143.94 t ; "
m _ _ ~ ~ \ ~ i M
_ . _ ~ ~ 72 LF --~24 RCP- ~ - - STA 43+57.82 ; ' ~ ~ _ - ~ 72 LF ~ TW N 36 RCP 0. 50~ ~ ~
- o W 2-6 FES / _ ~7 ~ ~ M ~ ELEV 135:67 t- , ' BURIED 6 EEP 1
x _ ~ ~ 150 LF 42 . ,F. 1 W j'4-6 FES 1 ~ ~ ~
, ~ ~ ®0.35 j # l ; ' ~ 8 ~ ~
1 ~pQ ..,-~y"'"~ ~ . ~ ti STA 64 , ~
' FES 8 ~ FES 22 FES'' 16 ELEV 13 .9 ~ ; _ ~M + r
INV=142.65. ~ _ 135.0 - "INV-143.00 _ s_ ~ ~ _ ~ ; } _
STA 38+10.94 ; ~ R O
> 65 = ELEV 157.09" ~ ; 6V 3 65 . V 3 .65 ~ : ~ ~ -a- ~ ~ ~ ,
r~-,- ~ ; y r. .J . 1 4 6...~. j, ~ t ~
~ = 9til r ~ ~ x 8 / ~ r ~:L , t ~ r~~+ _ FES 19 ~ ' f ~ -a--~_~ ~ ~ : , r ~ ~ .
1 ~ - y, INV 125. ~ =
7 ~ ~ ~ t ,i L _ F
ry ~ ' •q~ Q _ L_~
o
,h ~ M D~oQ~ DI 21 M 90 05°6~S S '4 ~ OO,z~46~S M 0 ~ ~ Z~Z5o6~S
. ~ TOP ELEV-157.24 LL 69~ ~ 96 95l O ~j 1 ` STA 46+ ~ ~ ~ X55 ~ ~ ~ y ,98 9lZ c ~ > > ~
r - ~ INV IN=142.50 ~ ~ . O ~ ~ ~ , . ELEV 141 ~ ~ O - O
~r 0 INV OUT=142.40 0 ~ 0 . , ~ 0~ O~ Z r ~ ~ ~ ~
- 64 LF - 18 RCP ~ i ~ , ~ O~ ~ ~ ~ y
~ . ~ / ®9.21 ~ W/ 6 FES ~ ~v
~v V
•
1 °
PLAN. ISABELLA ROAD. STA. 36+ 00 36+ 00 TO STA. 48+00
SCALE: 1 "=50' C-05
v
165
o 165
co ~ -...a......_.__ x r~ _ _ n. _ _ _
-
Q _
160 ~ J
160

____.____w_ _ _ -PRO OSEQ.____:- ~VPI~STA = 44+50.0
z r _ ___._____.__._._.__GRA E____.._.____.„__._._.. I STA +50.00 ._._.~--.--___w . VPI EL - 129.00 _L_ EE- _ _ _
155 _ _ _ 1 _ _ 1 .00 g = 5.379L _ 1___.5.677E-
- r _ M a. ~ ~ g2-=---567-~ _ 155
W ~ __4 _ - _ _ _ ;XISTING- ~._._.____..o . _ _ U' 1 r, 0( O - ~ -.CURVE .~EN_. = 410.0 ~ .w.__..
__.____c~_ _ - BRAD K = 37114 RVE..LEN_-._._1.90.00 -E-_" 5.fi6 - _ _43.85
_ ___..~__.__W._ ,.m__. _ ~ ~ s 1:413
150 w .
II 150 ~4----
_.._m._ _ p~ ..._,__r_a _ - g
w___ ~ _ _ _ .A
_ _ - _ _ _ _ 8 PVC SDR 1 WATER W _ m . ~ J._.._..__.v
..72.LF_42° RCP..... ---mow- a- ~ W _ ~
145 ®0.35 150 lF 42 CP 0 0.35 _ rn ~ 145 °
_ a.:..~_ ~ °MN
..t.,. t0 n
a
_ _ .r v~ ~ ~ ~
140 _ _ o y ~ wow 140 Z.,~
-w_ - -
0 ..__...__w. ~ _ m.__ _ .o _ a~~
~ ` _ to cm _ ~ _ H J~ ~ J N
135 ~ ~ - _ 13 W
PROP _ N ~ m__. __._._.n_.__.____._. _ n_._ _ DITCH ~ `3- 5 0
a _ w w i
- - u. _ _ , W ~ Zo ~v.
_ _ __.__w _ _T___ _ . ~ ~ _ _ ~ r ~a_.._ _ ~ . ~ _o - ~Nilnrhl N w
-130 R ao . ~---V_....._ ~ ~~,~,1 CA rr~~,I NN
18 CL •.y• ~ ~ ~ ~ ~ H rn ro
_a-ri__.~ _ _ _ 1 =-3.08 2_=__-5.3Z _ _ RVE LEN 1 710.00 _ _ _ _ ~ ~ S Q ~ ~ ro^~
_ 1984 ~ ~
= 83.98 _ 125 __.w_~.__ _ i • . , .}ern ~I' .•;~~~[St'~.{~~~~ NON
_ _--7:50.. 125 5~ vN~
S wv. ~ Z ~
_ = X a
~ ~ O _..__.~~~......._.n -..._.___..._..,~.N.. p. _.~._._.___-N _ _wW,__.__,_._ a~~ .a.....~ ____r.~_.._N .r__ m..___ h _.._.-A_~
120 ~ ~ ~ ~ ~ a ~ d d M M i rn ~o o rn ~ ' 10
~ ~ r ~ M M 17 f7 ~ij~ f 120 W
36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 3+00 44+00 45+00 46+00 Z
47+00 48+00 n Q N
U x 5 ~z
. , 1 N~
J W-
2 PROFILE: ISABELLA ROAD: STA. 36+1 M tA. 36+00 TO STA. 48+00 V) z
C-OrJ SCALE: HORIZ.: 1"=50' SCALE: 1" = 50'
0
0 50 100 125 150 MC=05-

. r ~ , p ~ i ~
. . ~ ~ ~ ~ ~y; ;
~ ~ t ~ ; < . ~ 7
.cY s ` ~ ~ Q 4 ~ ~ ' U U
.r - Z
~ 1 - ~ ~ a ~ - l~ ~ ~ ~ :t N ~ E' 5 ~ a
_ _ _ _ ' ~ ~ ` '1 ~
_ ,Y.. ' ~ one ~ y~
_ _ = 6 _ ~ ~'dl ,05 ,t t ,'`x~ U U
~ , , 1~ ~
_ ~
_ J _ {4 N
F.. ~ 3 . V yt ~ t y a .k' 1 y.i
~ _ 'y k ~ _ l 1, 1, ~ \ _ _ ~ ~ ~ .m N • z
~ ~ ,4~';,a;.k Z
~ _ ~k t
-
~~id1S _ A V } ~ Y'~~ _ y
N0~1 _ \ ~ - , . r,
"
/ A: + 0.91 ~ . S 55 2 : 5 ~ sX
EOP ELEV 142.09 ~ k ~ ~ ~
i') . \ "i) i ? -=E : , v:-x
~ ~k
~ HP TA 0+7 . 5 T~ 4 ~ S 5 22 SA. 5 T 4+7 S A; 5 19
~ ~ \ ELEV 148.78 EOP ELEV ~ EOP ELEV 143.79 V '
s z9 0 • ~ ~ 3' A,~-^~
"~:~s.
. .1 a ~d ~ tr t~! ~ \ r A Y. ,4 1~ / ~ ~
~ I i ~ k _
l... .~T:
` STA 55+78.36 60 ~ ~
141 ~ Etw .28 ACCE
. \ ~ . EASEME ; ~ ~ ~ r t~ ~ ~ ~ , , , \ N n0~

r.., - - - - - - - _ - _ . _ _ _ ~OaOZS NO.~
~Id1S t ~
lc~-~~61 ~ t8~ 9~~ ~ ~ ~~Id1S t ~~id_1_` ~ r/ ~LL'Z~~ - ~ 1S N0 X11
N0~1 1 1~,~ ~T~:~ +5 `.36 ~ ~-l~dd
dd 48.78 ~ 1~dd ~ 1 ~ ELF/ ~ ~ EOP ELEV X141.78
~ .8.~ 8l 8 d ~ l 8 d LZ~ ,.d LZ,~ Od 8l 8 d l
~ 8~ 101 6~ ~~~d NOWVV00
i r i i i L9 1L~00LZL~ Nld
CJId B~G~'9~.OOLZL~ Nld LZL59~OOLc,L~ r ~
F f
v
PLAN. ISABELLA ROAD. STA. 48+I fA. 48 00 TO END
SCALE: 1 "=50' C-06
v
165 165
160 _ 160
_ _.._._Y_ __.n. _-~'-"VPI-~ST -='-52+00. ,
. _ _.-VPI • . -152.00 --_....__s___ _ _
..----T_____.
VPI STA = 47+5.0.00 g
155 _ . - VPI-EL = -46.00 , CURVE LEN = 710. - - 155
g1 = 5.67 K =-170:44- - g4 = -1:33 E-=-3.70_._.._....-__-.__..
_ -CURVE-LEN -=-190:00- - p.__-.
4 85 E _ -1.03 XISTINt XI~TING im o~~
_ -a._-._....._ . GR DE 150 _ M CR DE ao . ~ m N o
o o - PRAPOSE ~---~0 150 ~ ,
.....w__.. 0 m~..._ -..~...~_r L 6RADE__~ -h ~ p~ N Of
} 0 -'i r ~ 01 ~ Ol . ~ X83 1
_,...v o ,
. ._..rr_._.__ _ m
145 yr4~ . _ . r,~.. 145
~---N - ~ - - ~ ' ~ ~ W W ~
cV - Q _w.__ .
° + ~ 8 PVC S R21 WATE' ,WATE '_~p~
~ ~ e. o _ ZU -
140 + -n ~ K PROP_O.~E 140 Q Z
~ Q __._..w.__ . .-_a._._~_ I Z g R TCH_______ ~ ~1~ ~ o
n cn w _ _.Q -e~-___ _ .____Y._.-__.. ..a a rnm __..___.._.._._..a N
J_._._ _ _._...~...._,....._.._.._._.s _r 1
fn W M_..,M..._.... w._ ~
135 v v m ~ 135
i 00 v, ao n
a~,m _ _ __m_____ _ 1111111111111 ~ N
M ~ ~ ~ n o 0 0 ~ o ._..._._.N._~,_._._.._._.._~ ___~w_.________~._._~.~.___._.~. _._.~.._..__.o OqR ~~~i~~ u",,,~
cp.
130 ~ ~ ~ ~ ~ _ _ _ 1.30 ;Q Z„m
48+00~ 49+00 50+00 51+00 52+00 53+00 53+00 54+00 55+00 56+00 57+00 = =<o SEAL - a~~
: i 19843 10
A S in z ~
M WN Q U
t ZZ
5 ~ .
w L Q~
2 ro
PROFILE, , ISABELLA ROAD. STA. 41 STA. 48+00 TO END U aQ to z
SCALE: HORIZ.: 1"=50' C-06
VERT.: 1"=5' SCALE: 1" = 50'
0
0 50 100 125 150

~ ~
r r ~ A ~I . ~ -r... - , .
~ , C"~ I 1 , r ~`-`~C~~ ~ r 1 - - ~ ~il~ ~,i i K
CI .1 r' ~ ~ . , Z . 1. 1 ` ~ ~ : ~ • f
i. ~ i r r~ ,
! ~ , w 30 r ~ I I , 1-~f ~ ~ ~d ~e a to ~
[n r} ~ `~T ~ ~ ~ o v~ .~s ~ ,,r ~ Cl " ~ I
' ~ ~ QQ i' ~S{ 14 - ~ W 31 ~ ~ \ Wd r ~ ~
- ~33 _
1 ~ , , ~ ~ rO ~
~ Z . ~ t ti,~' i .45 ~ ~ ~ ~ - ~ HP TA 18+62 ~ , ~ g ~ r ~ ~ x N
3~ ~ Q ~ i ~ , , . 158.13 .1 \ '-fit:, • S STA 23+22.45 A
, ~ i j ~ ~ LP STA 12+93.67 _ 1 + ` t V'
, I I t~-~' ,r ~ s, STA 12+93.67 ~ ELEV -151.83 o ~ - r'' STA 17+45.36 ~ 'Y ' ~k . ~ ~ STA 22+10:18 , : ~ . f ; 18" DIP JOINT ~
' ~ ~ ~ ~ ~ ELEV 153.27 N ~ ~ ~ } i ~ y
~ ~ , I , i~~,~ ~ i , ~~'';,;I ~ ~J~:l.~t,; , • C~7 Cnl i A ~ , i ~i~~~~~:1~~~~ ~ ti 1 W 2 BLOWOFF ~ - _ ~ - 1 ASSEMBLY
1 ~ STA 12+33.16 FES 14 , , . I ~ - - . - ~
. E EV 15.,4.56 INV = 147.41 _ _ - - ~ h f5."~ ~ N M t 1n O ~ ~ ~
~ _ ~ , is ,'~Y
5 ~ , _ ;r~ ~ ~
.32 w ~ STA ,11 +42 ~ ~ ~ ELEV 156.88 _ ' , ~ ~ J _ l ~ f `'°`~~`~Y'~
~ ~ - . . r ~ ~
t , D - , • _ ~ ~ ~ n u • • , . p ~
. _ _ L - L r • ~ • ~ ~
~ ~ _ _ . - \ Xt ;r; SfA 20+87.83 _ .
1o r - ' _ 36 LF T ; 24 RCP FI,EV 150.94 i
18 DIP JOINT W/2 ~ ~ ®0.59 W 2-6 FES / STA 0+42.87, ~ ~ ; ' f.; . i f \ya '~t' hx / E ELEV 158; 31 ~ ~ y
BLOWOFF~ASSEMBLY ~ ~ ~s : 13+32.06
` EOP~~LEV 152.45 FES -13' ' ' I _ l ' - ~ , - ~ INV - 47 65 1. ~ J ~ ~ J ..Y' t.
"1 ~ r' - r cJ- ~ t,~ • ~ ~ .
ti~ ; j / f Q u r ~ ~ ; ~ ~
~ BEGIN STA ~tp+,00,00 •-~l.~l.~~~~ STA: 12+55.28 ~ ~ ELEV 16.53 ~ ~ ~ i- ~ ; / 0 25 rn
. V 1 .83 0 ~ E - ~ ~ r ~ / c~ ~ W
~ / ~ p ~ ~
~ d L- -L~.~ ~ , ~ ~ N ~ w ~ ~ a t, 22 _ - V
1 ~ , }
Z \ - , I _ T ~ 00 , - r~ / 1 ~ ~ ~ ~ ~ ~ ~
Z - ' T' W - `L.,; - - _ - - r ~ i - 0 % j ~ t
Q ~ ~ i ~ / 1 ~ ` ~
. . - - - GE EASEMENT . _ - - ~ 20 DRAINA 4 v,j ~
~ ~ f
' % ~ ~ 1 ~
l ' ~ i r ~ ~ ~ ~ ~ ~ ~ ''i, ~
I I ) RAINAGE EASEMENT i~ i 1 20 ,D ; s \ ~ l ~ ~ ~ `y f y,
l ~ ,4 ~ % ~ a , ~r~~•• =
I 1. ~ ~ 1 _ ~ ~ / ~ ~
I ~ ~ ~ ~ ~ ~ _ _ 1~
f _ l r t i ~ l ~
OARS a,~
~N,,,,,,, l ~l~,t ~y 'i
• PLAN. COLLEEN ROAD . ~,8a51Q ; 9 )AD
9~ ~ r
SCALE: 1 ' C_0~ 50 r
r~~/ e~~/ ~ oEa
. err ~.e.~:,•.~ Cr'~i''
175 ~ •
o ___w..___.._~ _r _ _ a 170 c_ 170
o~
- VPIISTA _14+50.0 ~ 00
_ - VPI EL.._.. _ o _g1 -~.56X---- w.o c EC 162.O_____.__µ_.. .c ___..~_~9 ._=._2:48%
_ c i o n o __g2._=._2,48_ _ ._rw.___ _.___n.._ _ ~.~._a .
~ ~ - Y N CURVE LEN = 450.0 n ~ ~ N ~ R_VE_LEN_~=._40U.00 165
165 ~ _h + ~ R - 89!32 ~ r• ~ ~ K = 35.32
_r. ____._.E =~~5.66
- - m~-__._ II ~ M ~ 1 _N _v_._._._._ N~
N w _.~..J __._._..___w.___._.~.__~_.__ ._.....__...~..w_. _ ._w. ____..____w_ .J _
_ _ a Q , ~ _ W- !If W r~ _ U1 J U U W _ - ...a_ _ _
160 ~ o - ~ U U M H H U U -a 160
a- ao__._.__ ~ _ ~
_ ~ o _ _._..~e.._._..._.._ _ _ oL_.:. ._..M__„ _
_ _ _ XIS, ING N p 48~ p _ _ 8. ~ OC
} ~ 2 ~ _ J_.~.a__-- ..GRADE ~ - h o ~ ~ _ ____r . o° M ~
o._ 155 om ~-a > ~ ~ W . _ o.~~. ± 155 ~ N o
W - ~_..m_.~.._.__ . ..e. - - N ~ ~I~
m ~ _ _ _ w _ _ . . . U _ _ W P.,.. ? M '1N Of
_.w___._ . ,~u°' _ Q mom ~o H- m
OL v_..,. oo . ~r- H _ oxm
150 ~ - - _ 150 a~~
8 C SDR21 WATER OPOSED._._ _-PROP- SED~ _LL_. W_.._.,._.._._ Q N_..~__ -
_ GR D DITCH D ~ ~ .N W . o rn
- - 4 _ ._.w.__.__ pp_--_pp ~ ~ ~ a~
. . _ ~ ~ W .
145 - ~U 145 W z
~ ~ N Q . N_ _p ~ . o
0 • J z~ w ~.N_ W rn m
_ , ~ N N _.V._ ....__~..w.... ~ Q_ ~ ~ 0,.
- - ~ ~ _ VI, W,_ _
140 '8 a_ 140 ~
o H ~ n _ - _W.. % ~ m
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W
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135 - 135 N• > - z
----~-C~__ i Q o a~~
._a._._...__.._-_ - _.__.-..m_._.-._ _ _ - O M N N M 41 a1 n r __._.,°M1 d.. ~ N_
M _....v~._ ~ rn_ .__~.__n.__W.__.- _ ..__...._o ao ._____-__._.__r~ _ ..~~._.0 0,___.,.__..___.._.. _A_._. _ ~ o, a t h t ~ aJ 10 ~ ad r r ri ri ~ ~ ~ a 3 ~
O r ~ tV M M h h .w.._~n....t0..._._._..._ ____......~__.U1 _,.a......._~_._~.,.~..,. N __...__..,.....iA .___..v1 _ W ~ ...._.tf1 .._...,,_.__~_........iA ~ ___.....__.N _W~_....iA ~,_~iA. _____...._....___q .r_ _r.U1-
130 _ 130 Z Q ~N
1 +00 13+00 14+00 15+00 16+00 17+00 18+00 10+00 11 +00 2 18+00 19+00 20+00 21+00 22+00 23+00 24+00 Q•
Z U. ~ ~Z 5
w L a~
J 5 a o~
2 • PROFILE: COLLEEN ROAD ROAD
-o I SCALE: HORIZ.: 1"=50' C 7 I SCALE; 1 50'
VERT.: 111=5 0
0 50 100 125 150

, ~ ~n
~ r ,r~~, ~ , ~ ~ 1 r 'r ^ i ^ . ~ ~ N
~ ~ i 5` C" `'i 1 j ~ ~ _ ~ ~ 'rv~ \
I ~ ~ - ~ ~
, _ 35 _
\ ~ ~ ~ v ti ~ S \ ~ ~
- ~ ~,~W ~ r ~ , ~ ~ ~ ~ ~ ~ ~ ~
f 1 1 I ~ 1 ~ L1 ~ 5 x t 1~ ,7. ~ J ~ \ ~ _ ; ~ r
t,, c~ 37 ' ~ ~ ~ 36 LF -18, RCP ~ ~ ~ ~ ~ c:~ - ~ _ INV. 150.00 ~ ,
~ 1 ~ i ~i - 1.5 a V~ 2-6 FES ~ ~ 36 ~ c 33
' ST . 1"4+60.1 ~O _ 1 2 1~ ~
~ ~ ~ E ~ 'ELEV 154.20 ~ , ~ ~ 1 ~ STA: 15+11.78 0 ! ~t 15 ~ N ~
~ I ~ ~ EOP ELEV 155.02 14 N 0' T ..~,~:n.rr ,
FES' 10 ` ~ FES 9 _ INV. 151.00 ~ , /y `t: - \ ~ J
I ~ ~ ~ ~ ~INV: 150.28 ' ~ 'STA 15+45.12 1 1 ~ ! STA: 10+31,.05 STA 12+63.18 L q
~ EOP ELEV 1 7.31 ELEV 156.46 _ , . - ~ ELEV 153.27 _ ; ~y \ i
j ~ _ ~ ~ Q ~ STA 10+34.5'1 16 ~ i m ' ; EpP ELEV 138..7 `y ~
' i ~ ~ 8 LF 18 RCP . ` x~ Q . ~ . i' o ~
i 2.5~ W 2-6 FES f STA: 10+$5.25' \ . , INV. 135.00 \ J..-~
~ ~ ' ~ EOP ELEV' 15-7.15----___ ? STA 10+18.55 \ ~ SfA: 15+17.44 ` ~ ~flf ~ EOP ELEV 148.85
i i r ~ ~ ELEV 138.98 52 • ~ 48 LF 18 RCP
r _ _ , t , ~ r - - ~ SfA: 10+85.24 ~ ~ SSA: 14+84.jb` FOR ELEV 142.11` ® 0.5°~o W~2-6 FES - FOR ELEV 148.9
1,. ! . ; \ ; ~ r~ ,~jllil ?ti' I,.,It~ ~il•.!~..~ ~ STA 5+42.85 ~...Yd ~.~b.3 - ,
r 32 'STA: 14+60.12 m \ ~ 1 .9 ~ ~ \ . LEV 149.47 _ _ _ _ _ _ _ _
I ~ EOP ELEV 154. _ ! Rl ' TA: + ~ ~ . 13 ~ ;
r ~ TA 14+ , 15 11.78 . r 10.$9 - , / Cj i I OP ELEV 153,c33 i"
- 155:13 ~ ~ ~ FES 12 '0
.r..___.._ STA 12+88.49 r INV. 148.50 ! ~ ~ i ~ ; ; D f
- - ..ELEV 156.33 ~ ~ ~ ! v ; ! STA 10+65.48 - 1,.. - __..8 PVC SD 21 WATE _
r Y , 1 ~ ~ r, ~ rti ELEV ,157.45 ~ -1 ~ _ _ STA: 15+7 _ i_~ \
~ 1fA, 10+84.50! ! ` - 1 ~ ~ ~ / r ' TA: 10+5..24 ~ ~ - _ ~ ~ - OP ELEV 0 ELEV 4211 U T
r O~.E.,EEV 157.15 ! l ~ ~ i r ` r ! - i k 1, / \ / i ~ ~ \ \ , / STA• 14 84.7
l ,STA: 10+30. ~ ~ I I ~ ~ ' ' 1 a 7 ~ f A EOP ELEV 15 .49 , ~ ~ ~ _ , EOP $T ' ~ ~ ~ ~1` 148.97 x ~ \ ~ ~ ~ ~ ~ \
_r ` ~ \ ~ ELEV 1 :29 STA: 10.30, 71 ~ . ' ST 1
~ ~ ! j , 1 , ~ ~ _ ~ ~ I ~ E P ELEV~,138.67 \ \ ~ ~ 5+17.44 ,Q. \ ~ EO ELEV 148.85
~ ' j
FES 18 ~ ~ 144. ~0-- \ ~ $ , ~ ~ _ _ _
~ Y, . i ~Y 0 I ~ ~ INV. 135.30 ~ ' \
P ~ ~ 0 ~ ; - - ~.~0- ~ ' Z 1 s
! ~ 1 20 ~ i
P 19 , a ~ ~ ~ ~
I ~ ~ i ~ ~
\y I ~ A , \ 9
v ~ ti. ~,;r' ~ ~
f ~ ~ k . r r~
i r , '4' ti
`y r f ~ ~ . ~ ~
r,-_ ~ r_ f~~t, ; ~ b b
PLAN. VENICE COURT 1 • PLAN. TUSCANY ROAD
C_08 SCALE: 1"=50' SCALE: ~ ~ CARS 1111 C-08 1 -50 a~ ~~~..~.e...~~~~ 11 1
~~9
i SEAL ~ - ~ 19843 ~
ice'.~
/ S~
hu ~ ~
165
170 170 165
o - o o _
o ~ _ o _ -_...`VPI T i
o ~ M _ _ _ _ _ - _ VPI_ST = 14+_00.0_,,,_ ___v_...._._...._____-__-. .~.~..o + ~ .M.._.._..._. S 150. _
160 +~?-o~ - _...._...o ~ _ _ _ VPI EL 155.77 --.__.__....__...a VPL EL" x-.147.50°
165 ~ ~ _.o g1_=_ _ .50X ~ _ -n..-. 165 - _ g1=-f~i 9 ~ of 16 0 g2 =._0 50X._.__..._._ ~ .~_-.__.ao _ o ~
a h._.: F J r__ _ _c~ CURVE-lEN-.=--270.0 ____.o _ CURVE _ EN._ __-280..0 ._-.._.__.o _ ~ ~
K = 179.63 N w..... N w cv K=43119 rno - _ _ _......a_ N . A
E 2.~7 .~i
_ o ~ _ _ a a ~ N 0 0 PROPOSE M + N 155 mN ~ a -
m....-.._ . _ _ -N _ XISJING ~ - - 160 GRADE a ~ ~ ._~.v....__. M_ . ~ .w 155
RbD ~ ~ d c. lso ~h M .._.w_. - _ _..~.-Q n ~ J V 1
~ w.. U V _ II _-.___n.~ _______.tn w _ PROP - W OSED _ a
f~ W._. Q _ _ _ N w o M ISTING ~ ~ ~ o - - GRAD ° o"
_ u _ o _ ~ ~ _ . _..a ~ 150 0 _ GRADE ~ ~ ~ ~No _.__..e ~ ,
a . _ _ ~ _.~u.. _ o _.o o_._~_ + ~ - _ 150 ^N - - ~
155 ~ t w w - ~ 155 0 _ v .,a,.,
° _ o e c5" _ _ Z
~_wz c~ o r~._ N Y J.___._ . _ 01 + Q
_ F- O n ~ W . ~o - ~ - n . 145 r ~~A
_,PROP SED _ C7 W 145
150 ~ m DITCH A ~ Ir_._:~_ ~s~~ _ 150 ~ ~ ~3 ~ _ _ _ ~ ~ J m _ - - a ~
w _ _ _ a~~ _ c~
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00 _ _ m m.~__. - IT - _ ~ Z _8 _,_-.,VC SDR21 WATER D CH ~ ~ • _ m aZ
140 r~ _ _J._ - . r~ _ ~ .O ~ 140 Z
145 _8,,._._..- _ ter. _ PVC ; DR21 WATER 145 o,-_~_- , N N
~ _ oo oo ~ a m__m~ r_ _..___..._..n__.. _ _ ~w._ ._...N _ _ r - ~ N. ~ ________.a 135 - ~ ~ 00
m -~n- - _u., _ _.a ..c., _m 8 ~IJ TEE - ao n m ~01I
140 ~ ~ ~ 140 W I /BLOCK NG 135 N~o
10+00 11+00 12+00 13+00 14+00 o o_._
15+00 16+00 - k1 7 M n M.. N _ N N v ~ M ~ ..._...~._......N . e...__ . ~ - N . _ m ~ N ,
r 2 ~o ~ ~ Z vW ~ r W .__d. _._.__..-._..d,- ~ -d--- - - pp - 01 JJ
130 0 IQO
10+00 130 a~~
11+00 12+00 13+ ~ 10 00 14+00 15+00 16+00 17+00
W~
2 • PROFILE. VENICE COURT ~n Z
C_08 SCALE: HORIZ.: 1'~=50' ~n I~ a N
VERT,; 1 =5 t ~ Z
5 ~ W
_ i N
Z PROFI : J W~ LE. TUSCANY = ROAD Q o U oQ
1~:08 SCALE: HORIZ.: 1';=50' U' ~Z
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4 SEDIMENT BASIN ~ . - W/0.41 x6 WEIR PER SEDIMENT LOT 2 TO EXCEED 1-YR. .t~~1 z~ ~ 19843 ~ ~N
/ BASIN DETAIL. CLEANOUT P RI N T P.B. t5 PG. 168 E OD 0 ~ i ,'t~ : a
TO EXCEED 1-YR. ~ 7 PINS ~~270015565U ~ ~ CONSTRUCT A 13'W x 2TL x 2.1' DEEP '~4'CI a' z" 372740155654 ~ OG ` ~ z
6 LOT 1 RIP RAP GRAVEL FILTER BERM BASIN q ~ k' LOT 1 ' CONCRETE W 0.22'x4' WEIR PER SEDIM NT ~
/ _ _ 1 CONSTRUCT A 10 W x 21 l x 2.1 I1FF P,B. 15 PG. 168 3. 15 PG. 168 ~ FAONU~tENT / E ~ VI ~ a _
-?TD-?TD TEMPORARY RIP RAP GRAVEL FILTER BERM BASIN FOUND BASIN DETAIL. CLEANOUT PERIOD NOT [Luo PINS 372'00153145 TO EXCEED 1-YR. JAMES B
DIVERSION W/0-15'x4' WEIR PER SEDIMENT P,ANTLEY P.B. 14 PG. 234
BASIN DETAIL. CLEANOUT PERIOD NOT
TO EXCEED 1-YR. ~ SCALE: 1 100' CM
0 100 200 250 300

BLOCA'& ORBrfL Sf0/MfNTBAS/N S/LrffNCf Nor ro scar Nor m sort
S T D Hf /NL f r S f D /Mf i Y r f /L rf A W W Z
Nor ro sauc s~ff roar oR tttctert snte ~ ftTEW aonc snot 1D rose SEDI TION CONTROL NARRATIVE g
-+-~y~- ss ~taanrr taoivtRar. vow tr~AN-cur rra ~ far AC14NL Err tWtor9oArs SrAA>< Le kUC PRt1,ECT ~lld~l

~ ~ f 't`~ b Don a lot told titt coot d 7ti ~ ~ d, t~ y Dora w11 be ~rerttruot~On.
II z o rt TM pro b scheduled b ceneduction to dwre with proJtot oompletlon and Mal dabMtatlon b November. the Kahn ~
i I 'n . and control progrom thh project ~ tndude tM Mtdodon of a euRabie oomhuotlon en outlet proteotlon, Md 5 °
SET Cti~w-OVr eTAAE Al 1/Y • u fFi NtiAiE ' . ~ dt fin wd dtttrrMan Nn w x prdeotlgr~ oe, pond, d»dr darn, ditch tnq, wRh temporary and pennarrent tttdkp of the tRe. ~
fLTtIrFAeRlC , ~ , ~ , Y fib. - ~ z ~ ~
CROSS sECnoN t er-vASS - - TM proposed rite h Damn undewl the die drains bb dRdns and wetlands eu?roun tM sea ~ tly oiled exhttnq dkrq project
•oaa aTAIQa e' straw I a wAtRm tnant ,/e' To t/Y eRn aPtNNO) o?EIaRRtt r scrum
~ ~ fat sTRnxNr TOP or aw- uaN CONgr,t teoac s[ eRneIAN oaVTRGl PLAN CdPACTED feL A~IAL~NT PRAPERTY ~ N
J fCN ACRAIf. Prt talaYetws AN adjsrwnt properh? Nna an Chown on the tlOmeructlon Plat plan. r
~,A ;,ir,id •i .,r~i,~ ~ euavtl eK r fttTER r moaeR oe fttlllr r 0 4 remr r euaarN ar ~ t
:i;~. • =~;ti i Repf uTOr a NErAt Parr K,~r TM sd at thh site N barn.
r,s. ~ L7CIRl/aNOrrAeATC ~ I--ta Mo wr efro neofaN M ~ ens a<ruiac r' dof? R Nrla Ae7kN W.., Z
,IS~`~' - ~ ,ice •ra F W J N M d N VI D 1i
Ir 7':' p10P MEt reek tetx ANTE - -1 Ike ~•3 i • . ~ ~ ~ N vsyetotlw and tlnw4urd erosion and sedlnent control proatlca thaN M oom6ucted and maintained by the oontrocta oocerdM?q to
s~ECIFrc APPI.ICarroN; STONE SECnON >o I ` • I tlrta pkt» and tpedAodlont and the mbhwm rtandardt nqutrd by tM dry of Rodty Mount. The oontroota ehaN dto faNorr any i I oddlaonal ree+lrksnrsnb a oulMed by the Project EngMreer.
THIS METHOD of INLET PROTECTpN rs APPLICABLE WHERE HEAVY GENERAL NOTES: FLOWS ARE E%PECTED AND WHERE awfRFlow CAPACITY Is I I OR
NECESSARY To PREVENT ExcESSrvE F'ONDe1C AROUND THE STRUCtuRE. i. pear, Arab, and atr¢ the ono under the embankment of ae wpataHon Dori root mot. Remove off I I MAINTENANCE: INSPECT THE BARRIER AFTER EACH RNN AND MAKE REPAIRS aurkce ao/ contohhp hlph amount: o/ k: matNr and atodgaee a oTiposa o/ h properly: Haul
t~nmYaT I I AS NEEDED. REMOVE SEDIMENT As NECESSRY TO PROVIDE ADEQUATE STORAGE ale. ab~eeUonable matorlot to Ma dalpnat Nipoad eras ~ ~ VOLUME FOR SUBSEQUENT RAINS. WHEN tHE CONTRIBUTeJG pRAINAGE AREA HAS Y. thaure that ip mohrlaf for Me embankmat b hN o! rootq,wopdy wpataNon, aal~p00nnic molter, and ~ I I L 1. WAicN whetb the Oe dtan when the tR~ to t the of mud an ~ prawn tredrMrq paved roods
BEEN ADEQUATELY STABILIZED REMOVE ALL MATERLIlS AND ANY UNSTABLE 5 Other ab~atlar1ab1/ matertd• Place tiN M h NRa not t0 exceel8 hdNro clod maahkle corrrpaet M. AND EITHER SALVAGE OR DISPOSE OF R FKtOPERLY• BRwlO 1HE DISTURBED AREA Dwr INI thf MnbOlbnent a hcha t0 0eew Pot atGanent. 2. Consbwctlon Road Stablltatlono troMo ehaN be Nmlbd b ttabNlted argot. At o mblmtxn, a oonetructton 11 t~Po?ary tip ~ tn4anoe the be provided ce shown an ihh drawkiq.
TO PROPER GRADE, THEN SMOOTH AND COMPACT R. APPROPRUITEI.Y SGBIUZE Oonabuat tM ouNet action h the embardarrent. Protect the connectPon between the rprap Dori the r Au BARE AREAS AROUND THE ea.ET• aoe ham pBhp by whp Teter At6rk or a keyway artoff bewd? between tM r4rop ebuedae and 3. SR Fsrrot: SR Knott the be provided where shown and a needed an tM eRe para. lhea barrtert ehd be uted to contain eedhnent.
lM aoe. GENERAL NOIE~ ,Plea tM 11Nr kbrle between the ~ and eoR Ext«,d the Ao6rle Dace the epehroy 4. Rfp Rap/grawl FNbr Stdlnerrt eosins: Conebuct boeln to the shape and dbnentlorn shown b Me detdt. The boeir h to be gowd
loundatkrr and aklee to the top of the dam; or L G~VSiRUCT 11,E S~DMIEkIT BAttRfER t7F STANDARD OR EX1RA 51RENGIN ^Fxcawte o ke trendy alanp the centerlhe o/ tht' eptXwoy Ibndotlan eurtaabrp up the ST1V11~AC FRIER FASRICS EXTRA SIRENGIN bt10w tM erlsNq dRah Now Not by 2' with the bMnr buAt Dhow a dknendoned. 6. Ndllny ONdr t.Mrsrr b bootiea?o thown~ pace lbergioa nettkp over teed, ttrow and tack. SM and dMnentlont an shown an
ekla to the tit O/ tM dam. fie bench Madd be of keoal ? R afage and Z /t. wide x CONSTRUCT TWE F1r1ER fABlilC FROM A CpV1gVU0US ROLL INtEN oggVT Roc. NHEH ,~r?Vrs ti1e 1 AhLY AT A SbPPAPT
VEL PREADE ~ far ~ ~ IM aMettar o/ the anal of fM aAolrwy to koMtata aaaww?t dwiiout ~E NE~ARY, SEgIRELY FASTEN lf~ f>r1ER C101H ONLY AT A SIB LE S R POST IN1H OVERUP TO THE NEXT POST.
Not to scut S AA cut ant A dllrw aMdk 6+ tf a eothr: ,L SUPPORT F1L1ER FABRIC BY MlttE ME51M FASiE1VED 1t1 ilE fAeStOPE SID t~ t~nalaw ttYwt tM None ahiaga) aaelton of fM arr~banko?mt ha o mhhwm bottom rtdfh o/ J IE OI' EAGTI SUF'PART POST ~ and w eFeadeNan aide or is 1 that extend to Bye batten d IM aetbn. d, DO NOT ATTAGt FILLER FABRIC it7 E7tTS1NVG TREES AE tAoStOPE SIDE T Setdtny: AN denuded ono or areoe to be grads wNMr 16 dogs tlrsN neslvs tttdMrq wRhb t6 doye d oomphthq h+Itlal
7. taoalrreat the n?hieNen ATilhed abFea~~y batten ~ a Man in dh plaµ rtlh x I atria curt to lM tq~ of the owr~ IseeT erFdaeAeealet ttr. lAlok?ea o/ Ehe atria el the work. Ttmpanry aadlrN shah alto be uteri to etabAlze Mhhed yrode any K tM Noe veer h arblds tM tpeoNhd ptrnranent
~ ~ Iwoy ou~abuetun al o mhhwm o/?i hohen iM wfi~mwt be Nwt and aonahveted to MANVIEHMIC~ MYSPECT SfOMI~tT FENCES AT LEAST ONAE A NfE1( AND Af eeedbq periods Tengoray ~M the bt to aooardance wRh tengorary ssedrp ~ A NEE)( AND Af1ER EACN
~ IN LAST 20 ~T. ~ ~to Dean datpn capaalt RAII~ALL MAkE ANY REQt!lRED REPAfRS MIMEDIAIELY SHOULD llif FABRIC ~ ~ d Gaterlol used h tM alma eee~hrl Mould be a wee VEGETATED hahes alaaa ! ereelbn aonbe! cram naanmeneYd)-a amend o mazlnwn atone ~e of f4 hehea. p ~R DECOMPOSE OR BECA4lE fNEFFECiII~ REFUGE IT ~ Ot1LD 1Nf FABRIC OF A SEDIJIfENT V n~ REFUGE IT PRANPRY.
DIVERSION ~ fie ato~rre a madhe laced and the amaeer atone waked hto Me wlda of the ! atones REPLAf~ BURLAP EVERY 60 DAYS REMOVE SEDkIIEIVf DEPOSl15 AS NEI,ESS '05115 AS NEL~EESSARY 1D 1. Perlnebr meotura an b ba toddled prier to or r AND 1D REDUCE PRE55URE AV Z Td Dltahte tlyd be etabMted frrwrredlately Ae an dternole, rock check darn may be provkhd at their
r ~ fie ataeFa ~ a beta( apipvla, ono y wather-naista~E ~ PROVIDE ADEQUATE SIg4ACE VtN.UMf fqR THE NEXT RAIN AND 1T) REDUCE ~ p. Enaexw that the atone epelwoy outlet a extends abwrrebaam at the toe of the embankment 1HE FENCE. TAKE CARE ilT AVtND UIVDERMNbNG 1NE fEiVGE OI~IVG txEAlVO ~ OwWNC p,EANOUT. RQi01~E ALL aa~b and/a tM tertntnal downttreom env of dlttlN'banoe untN d oovtr h ted.
qt ante atabAr aanallkna an reached Dori arWt wloeily bacp tM~ 16r the reatlHM17p abeam. Keep FENpNG MATERIALS ANO UNSTABLE SEDIMENT DE1'051'TS ANO BRkVC THE AR the ed)Ia o/ tM atone auBet aeeBon huM wlih the aumounMrp Around and shape the canter to AND STABfUZE IT AFTER THE CONIRfBU11NG DRAeVA AREA HAS BEEN PR6 NO BIRMC THE AREA m GRADE y~ EA HAS BEL~V PRApERLY STA61UIEf) 3. StodepM and/a watts any must be mokrtdned wMb IM Nmlb of tM snot prottoted by tM propatd meatus and othtrwltt
/ aoaliN tM outhow abwsw lieranca: Outfet ProteeHon ~ / tR D~Yeat e 6 tee stable coca Looote 6 auNeta eo rho! how wel not temparorNy stsdtd tl to be Islt dod~pNed over 15 doye.
/ ~ the amb t ~ ~ / il. Stabelrs the embankment and ae dlaturbed arena above the aedhrent pool Dori downstream hnm the 4. Carntnrctlon the M emred so That grc+dinq operatlaa Dora begMr and ens ce aubMy ce paeetbla !l` 9Nt Fenoa shat alto bstaNed prior to of a a Awt sbp b oanebuetlan.
STABLE UNDISTURBED ~ ~ bop hunedlotely agar cnnafruetlon ((~~e/waneex SLrloa Stat+/tratbn)• OUTLET It Show the a7atana ham tM of the to the aeair?ent dearrolrt level one-hd~ Me a 1M Contracts the be rapanebN is the tndaMatlan and maMrbnance of aN erotbrr and sediment oontrd practloea
f th on the a and mork~k h the ~ ~ a~) P?~ M~e~keHw a~a sever
MAINTENANCE: CHECK SEDIMENT BASINS AF1ER PERIODS OF SIGNIFlCANT RUNOFF• REMOVE SEDIMENT
CONSTRUCTION SPECIFJCAnONS AND RESTORE THE BASIN TO ITS ORIgNAI DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESK;H DEPTH• CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND hnmedlately fdlowin yradtn all arose shah receive either ermanent a tem eeedin as 9 9• P Pay 9•
1. FlBERGLASS MATTING, 4.0' WIDE, SHOULD EXTEND 8' OVER 1HE LEVEL INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. UP AND BE BURIED 8' DEEP AT THE LOWER EDGE. REMOVE ALL TRASH AND 01HER DEBRIS FROM 1HE RISER AND POOL AREA. e~s'`pp aPPl~a as follows:
2. ENSURE 1HA1 1HE SPREADER TIP IS LEVEL THROUGHOUT I1S LENGTH. f/Bf/l(7Llica~ NE Rs~ss NEnrivs
3. CONSTRUCT 1HE LEVEL. SPREADER ON UNDISTURBED SOIL NOT ON FILL). ~>DSavt 4. CONSTRUCT A TRANSI110N SECTION FROM 1HE DIVERSION 0 BLEND SMOOTHLY ~ Feb-May June-Oct Nov-Jan
TO THE IMDTH AND DEPTH OF THE SPREADER. b. IMMEDIATELY AFTER CONSIRUC110N, APPROPRIATELY SEED AND MULCH 1HE ~r ~
ENURE DISTURBED AREA of THE SPREADER. rl'P/CAL A/P/v4P/JNfO CHANNEL ® Permanent Seed: K-31 Fescue K-31 Fescue K-31 Fescue o s~/~ooo sF o s~/~ooo sF o 5~/100o sF
6. SEE sctlEDlnE FOR LEVEL SPREADER WMENSIONS ~I~IPOI~iU~1'P/Pf , ~
A1KXt IS ~ ro scat UNlll VEGET ~ 1. MAINTENANCE: INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL /NLfrPIpOTfCr/oN r ~ 4 ESTABLISHED AND PROMPTLY MAKE NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, ' ' "r lue Brown plug Winter k-..... p
MAKE PERIODIC INSPEC110NS AND KEEP VEGETATKXV IN A HEALTHY, VIGOROUS CONDI110N. rot ro Sr~tE " " - a~--- - r.. - - - - ~ . ~ Top M>Ilet 0 R Groin 0
NDfb DR :.1.,~ 35 Ac 2 //AO ourw Aersre rwww oiwAP tr
tlEra rosy . •r • • , tl~
PiPfourLfrPROrfcrioN REee:>~<D t:aNDIaETePe~E v' Winter R 0 Tempaar Seed: K-31 Fescue K-31 Fescue Ye © y 50//Ac
Nor ro srattE ~ ~ ~ S• ~ nraattror 0 2/1000 SF 0 2/1000 SF
fe'[ R/RET m Mt ARtA MRAiI t/pl MD NEIf.-OtfERD pMN~tt r s °a~ ervee ~ plus Winter
58i fEtAX MCL fxASS A IRP RN OY6t tilAA Tltel 0' a 1Z' N OEPM Rye 0 25~/Ac
A ~ GENERAL NOTES: tL NOiFS:
Y ~ MAINTENANCE: INSPECT CHANNELS AT REGUUR INTERVALS AS WELL AS AFTER MAJOR RAINS, ~ AND MAKE REPAIRS PROMPTLY, qVE SPECIAL A1TEN110N TO THE OUTLET AND INLET SECTIONS t. APPLY SEER, STRAW AN FertNher: 10-10-10 0 25/1000 SF r srD~, sntAw AHD rAar INnt its aIt ors uoulo alax,~D As~ttAlr one: 1 1
L ` AND OTHER POINTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROAD AT A RAZE ETiUAL 1p 1 CROSSINGS AND LOOK FOR INDICAl10NS OF PING, SCOUR HOLES, OR BANK FAILURES. mAKE ~A~ EaAC in 1o cAC. ~ 1000 sf t:orelt w~iNlDtaGtss MErnrra 00~/ 000 SF
• ~:~'?''•••••a~+'r•: ~ : " REPAIRS IMMEDIATELY. MAINTAIN AL VEGETATION ADJACENT TO THE CHANNEL IN A HEALTHY, R STAPLE 24'ALd Irhr~ch: Straw 0 75//1000 SF \ t~ Alt~vc I~IaNIlElslt ma!~s Auld otter sTw~ tt?eitY Tadc II
PLAN VIGOROUS CONDI110N TO PROTECT THE AREA FROM EROSION AND SCOUR DURING OUT-OF-BA18( FLOW. ,W!' ]tT RAhOQN.Y PLAN ViEW II n RAhtapN.Y >n SEOUiE AtERNYR 200 qa Drag/Ac on oN mulching
I I
u lloloisooooa
u I--
~ RDDC a I ~ ttErra rosy 1. Rand aM mrAoh ban tpeb krryer thm N tquon fat to 5!i mexlmlrfn of rite area) 2. Mahbin d tssded snot untN unNorm hand h ocap
3. M growth h not atabN~hsd by Md project Intpectlon, oontkrrre tpedfhd othntlon unto the hand h oooeptabh.
BO 0 ftRlt ~AraRf x" I ~ "~yu I ~$r NOT ro aGYE 4 Cana and repair aA undlre etttMny and erotlon wRMn 1 ytar aRer Md 0. Remove tram the title, aA erotlan control etructrrra aRtr camptete of end of aamtructlon perbd
ar Aauf? aa0 SECflIXV A-A fKTER etAAWEr ar Mufr Teafp SEC11dV A-A 7 a Remove dt Tram sedknent pRt and from bthbd dndc damt when sR N within hdf dtplh of IM pR a tptllwoy. Okapoa of h an any
NAPE aP BIDREIENTIDN PIPE' OUftET 1t1 fiAT AREA PiPE OUTLET 1T) AREA uAr BE IRt1EgAAR nai avnaiAl sAND urER when dt cannot re-enter PR / t?ap• e: ~EaxAx 7. Pbos rode from rodr check doors and grovel / rip INter bath b dltah Not a onvrar protection. Do not dhpoa o1 rodr. AN done
NO WELL-DEFMIED piANfVE1 WELL-DEFINED diANNEL k• uu<.ar (2-y. N,~~) armor protdctlan b to At contaw of diannel. Do ra dump, but handtpnod
GENERAL NOTES: ~t~~
1. La - 1HE LENGTH OF 1HE RiP RAP APRON.
2. d + 1.6 TIMES AfE MAXIMLMt STONE DIAMETER BUT NOT LESS 1HAN 6 1M prodbs ultihed iar the propcetd eRs did n~re tbnnal oolalAotlona Cdculatiars how hero
,L iN A WELL-DEFTNED CHANNEL EXTEND 1HE APRON UP 1NE CHANNEL BANKS i off fj~/ f , %%f::. ~ /~/i/~/~ / /~i fi /i /i y , >O AN ELEYADON OF 6' ABOVE THE MAXIMUM TAILWATER DEPTH OR iD 1HE' r~//~ / r/~ r yfr ~~~////if~f ff.`s.
]DP OF TH BANK WH IS / / E ICHEVER LESS I I SLr ft7VCE I I I I n 4. A flL1LTR BLANKET OR fH.IER FABRIC SHOULD BE INSTALLED BEIIIEEAi THE TO 51DRY j/~~%!~/i/~ / / ii '~,,%i %~~,.r„% Vl~ot 0 tNndohott„ LLC
I I uan tea I / / r //r, I I I oRlw GR / RiP RAF AND SOIL fOUArDATh7hf. AR flEtetA ~r .,,.r~ tN4 Country Club ROOd
S fURED END SEC110N !S OPTIONAL. SEE PUNS fTM REQUIftEIIfENT, u sole u u O11Ett , , !i//r,z/~//;~,, 6. SEE PUN AND PROFlLES fT]R ACNAL DIMENSIONS //,'i//i!i~`~ Rocky Yount, NC 27!!04 ~
t/ ~~/l%//~%J/r/~/irfjr~;ij/i,, MAfNTENANCE: ~fSPECT RIPRAP OUTLET STRUCTURES AF1ER HEAVY RAINS TO SEE IF Attenthrx ° o Dodd SmNh ° o N
ANY EROSiAN AROUND OR BELOW THE RIPRAP HAS TAKEN PUGS OR IF 51UNES HAVE ! f~~%~yr,/r/I~/// ////I//r~/J~; Phony 252.443.0471 ° o , AN Pt'E rn N o
BEEN DISL006T:0. IMMEDIATELY MAKE ALL NEEDED REPAIRS 10 PREVENT FURTHER DAMAGE ! / / j ~%~~i%~ /~1/i~~1%~j/% (e' gAIrF1ER ~ t N~~ 01
/ % j/ /J i%~/ / % //~j / ~~il~jr CONSTRUCTION SEQUENCE N m
/ / ////f j/// i/ 7/•'i. 1. Abbin erodarr oarrtrd pan prig to beginrrMrg land dtturbonce. Retain a Dopy of the trodon control and ermR vrn
~i YS rR U C r/ o N f NT RA NC f ardb? aDP~ P~ P ~ W OoN NDDENt b MN Mrspecta of a hart doh prior to kxN! dhturbance. z „ ~
Z Oondnrot Mrs oalrebeatlon entrelroe a Chown on the pken. = a o a Oardruot the don tke d fodRla of the entrance a Chown an tln gang Malntaln the Canbuctton Entrance rid to ensure that a ~ ~
HORSESHOE RIP-RAP/GRAVEL mud and dt wN not be onto powd surfoca M mud h hocked onto the road eurfan, R N to be nmowd dy.
S1LT CHECK DRM 4. Canehuct aN psrhrder erosion contrd mtasura to cantdn esdknent an-eRa Permarrsntly seed o1 arat 1hd wM need to be dhtrrrbed sere auM durkiy conebuction. ~ ~
NOT ro scut / PLAN VIEW .w !k eegh Charlnq and 0?ubbinq and thbpMrq of taptoN, a ~
WDT >n SCALE e d. InddaN aN H tanpaay sediment bath a nobd an gang w N 7. Continue grodln and canstructlon of Ihs project. Do not aNow any any to be dhturbed any Mngtr than 15 days wRhaut apgyrry z° ci
TOP BANK /ROAD SHOULDER / +e0• LILeT VEGETAIICN 9 , 10 SHALLOW R lner vECEtATaN 91RI1e5 AND O1HER DEEP terrrpaary w Z
RooTED PLANrs A noo~D ~rs Ae E rs 0. IndaN d prhiary droinoge dltdia, per, wd ddentlan bath and bkxetenNon arece. Q 9. Qty acoowbd drop Iriet protection a?axrd each catch basin a ion boxes. . o
PLACE STONE BY HANG r Mupt ~NArrowooD) 10. IndaN oulld ~ check dare, and Inld protection a ed an thfa para. z ~
DO NOT DUMP dt LEAVE /57 GRADED STONE FlL1ER ~ (2-Y HARDWOOD) UNSHAPED. OVER NCSA NO R-2 OR R-3 !v'+ 11. Seed, Straw adc and pace Aber()loss ndtkrq per plan d once that Ore t0 tlretr Md dhp011NOn. N w 12. YaMaln erosbn Oarrtr0) meceunt rid and ralttd dhturbed anal a n N N
R~ RAP , 13. M dl erodan a0lrtrd devket y,,~`, `r~. tpect y and aRer each rokrfd event. Repak ce needtd.
` ~1'' f' , ) ~L;i~~c;~ 14 ARtr tln tRe h dy stab tht proJtct en hat certiNed aomgetlpr and dab~atiar. AN temporary erosion cantrd meauret an to rernowd and area an ~i asd. - ~ ~
~ Z --FLOW F ° 15. Pemrarrently steel d dhturbed areas ~ ro
~ o AoaRIEPA ` • 'r ~ ~i o.~a
e' ~ i a~,rn rttAVFt ~
GENERAL NOTES: b , ~p~Nnnryrr ~
i. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, R0015; AND j ~~~,1 li l~ R ,~~I~ .NiN v
O1NER OB~ECDAVABLE MATERIAL. ~ ~ Z PUCE 1HE GRAVEL >n THE SPELYfiC GRADE AND DIMENSONS SHONN ~ Nor ro sZUr p~.•'FESS/ '.,•/y w.,~
ON THE PLANS; AND SMOOTH fl: : ~ ~~~0 :,9 : oXm ~ ;4 ` 11; , ree p ree oc g oc g o en y ~ S Q
,L PROVIDE ORAfNAGE 10 CARRY WA1ER 1n SEDIMENT TRAP ~ 01HER ay i is •.r ',f,1~%~ y~` , ` ~1 , SUTABLf OUTLET R ,hemenfe stems Acre E 1.
MAfNTAIN THE GRAVEL PAD IN A CONDIAON TO PREVENT MUD Ot7 PflwORAtED ~ ~ SED/MENT FROM LEAVING 1HE CONSIRUCT1dN SI)E THIS MAY REQUIRE ~ dAwE1ER ) DlDRAM PFE ~ (1 ( ~ ` o OOIrAC1tD sa- 19843 ntN
PERIODIC lOPDRESSiNG W/7 INCH STON?« SAND u~R (APPROx• s•) .
MAfNTENANCE.• MAINTAIN THE GRAVEL PAD IN A COND111ON 10 PREVENT MUD OR EFFECTIVE NFIURATIOn kREA Note: there should 6e o 2:1 or ,1:1 rot/o of ~ CI ~ ~ shrubs to trees. ~ ~ z n
MAINTANANCE: INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. SEDIMINT FROM LEAVING AtE CONSTRUCAON S1lE TH15 MAY REQUIRE PERiOOfC w . tt' ttet. ANTICIPATE SUBMERGENCE AND DEPOSI110N ABOVE THE CHECK DAM AND EROSION FROM HIGH 117PDRESSINC WiiH 2-INCH S1tTNE AF1ER EACH RAgVFALC, INSPECT ANY STRUCTURE rM. aN
FtOWS AROUND THE EDGES FO THE DM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFlCANT uSED TO >RAp SEDAIENT AND fxEAN IT OUT As NECESSARY. IMMEDIATELY REMOVE CROSS-SECTION lef IV eel de eC e Z U TION Betu omam o s om a s ~ z
EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT POR110N OF THE All OBJECTIONABLE MATERIALS SPILLED, WASHED, dR 1RACKED AVTO PUBLIC ROADWAYS CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DMS AS NEEDEDO TO PREVENT DAMAGE ~ ~ SCALE Rlrtr Bhh (Witch-Hazel ~Fdsfoof-TrotoA MAINTENANCE: INSPECT ONCE PER WEEK AND AF1ER EVERY RAINFALL, N w
...........,.r ..............n.u....,r •„r erns nurw nw l?tn NOTIS ^---,e__._ _ IMMEDIATELY REMOVE ~DIMENT FROM TILE FLOW AREA AND REPNR THE L_ a~
IV %,nAnnCL YCGCMIVPI, ALLVTI InC WIAMM IV VRAIn InRVVVnl InG QIVnG VnCM LInml MMW PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS 1. ALLPEAPORA70 PIPE SHALL HAVE A MNAAt OF THREE ovtvrv r rrrwrv n errcvm merrarnwum rucn DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS (Gray BMoh) (emmon St Johns Wort) (Japanese Pach}5an&1a) NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE L-0 i
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 3 4' DIAMETER HOLES, EQUALLY SPACED ALONG THE OF THE PIPE AND NOT LESS THAN THREE s er ynna Hex ra co a RIDGE AND THE CHANNEL TO BLEND W/THE NATURAL GROUND LEVEL AND APPROPRIATELY allwy Pear) (Inkberry) (Large Perlw)nkle) STABILIZE IT.
HOLES PER LINED FOOT OF PPE
# SANDY LOAM/LOAMY SAND; FEES SHOULD BE LIMITED TO TEENTY PERCENT OR LESS PASSING THROUGH A /200 SIEVE.
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I b • I! n ate, asu' s Au N/ooaR wR NowK.
/11• a. a n NASH COUNTY ~ IR /IN M
NASH COUNTY RANT DETAIL NASH COUN VERTICAL THRUST BLOCK DETAIL t.os sraNOaROs ~ ING DETAIL NASH COUNTY 4x4"x4" 1MTNESS POST 1,» BORE CROSS 1.11 sriwDNms
sraNDaROS TYPICAL FlRE HYD 1.01 sraNDaROs
I ~
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ODMI ~ VALR A d91~ A 11LL1 MAR Ol/Ar MR

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RO SCHEDULE : I~~A KY1~'~~ ~iol~~/IA~at •
PPE aAnnD1 ooxaxrt masT Down A1101R alo Rw n001m A e e crtblpl rrc
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p_~• p. T/0 xor >o /ca/
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1O'N0' NASH COUNTY Y WATER LINE STEEL ENCASEMENT 1,12
NASH COUNTY ATION NASH COUNTY STANDARD THRUST COLLAR INSTALLATION t,pg sraNOaRDS WI TYPICAL VALVE BOX INSTALL t.o2 sraNOaROs sTANOaROs
As NoY,/ ~ alm nr NK I/t MR ue;
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IOOIIIICIL JOM CA? ~ CONC. 1NAUST OOtUR coNDlnoN 1 1'~t~Y~"
a l T • p y~ ? II~Ia)OIR MPE L/!E C+IA:R t!lLVER2
MR tOK OIMOE 2
mAK mON /~071K 71RA~ EaIP1710 A ~ At M0~ MNO
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r nMEAOm Ra/I aA. r aAx vwlK r ' ~ ~ `cuwlr ELEM
rPE~O i:.: ELEM CONDITION 2 w awe ~ nx ixyley cL. veeT al lei
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p~APrm~an Assaar. 1 ~°~v~i~r R~ /t loam ~ CONDITION 3 awF 1Me ~anNn elm K CLLVERT
8 ~ ~ ~ w~ni o
wry., n ~a xD'N0. NASH COUNTY /10. N6 v fY INSTALLATION OF PIPELINE v °
NASH COUNTY Y NASH COUNTY STANDARD CAPPING DETAIL t.o7 sraNOalms STANDARD 2 BLOW-OFF ASSEfrfBL t.o3 sraNOaaos 1,13 M I AT CULVERT DETAIL ~ m N fo~pp
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axAm1 a ~ ~1 rAK I- •i t+ WZ PRIVATE ~
,A, SECONDARY PAVED ROADS 'CONDARY SECONDARY Q 1ED ROADS IRTPAVED ROADS PAYED DRIVE , ~j 2J
~ . ~ SECTI0I1 'A-A' b M1mWN p1 m
IIAaf 9~T Poual L ARA To eE tAnPm. ~ ~ ~ . N N u ro el rAVM/.
ru c~aa1[ ~°Yis~1 sbr a r enAU~ ausmaaa~inc /eau / 1,rE I-1 v asl/Im sent i rluw+aus oaN12RR NNrACe oaulx +.;'::?f,;:.. 11-r
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~ rAPV~ I~Y! NCIX $D• ~ . aREa 1RDAl1 pCAVA Nn1~p0`AN~ pl ~ 17 IPEpRCAN7IR Pdl OMt0. OMVFf CONCRETE DRIVE ~ ~ poi
IIIM/ 4' PIPE r r0/ r PPE 1r PP[ - . - . - RE 7PEanataaq PR puKt i LI 10.1 q~ NtN
lff 1 L L/ 71A WM Ip/ 1 7 911 ~Nv
gCAVAiE AS N[ARLY 1mfCAl AI r0I5RE I
wn~i Mn~~ fR1 N0. ~ jX D7
~a Y f°N0. NASH COUNTY F a~~ TY PAVEMENT REPLACEMENT DETAIL 1.ts
NASH COUNTY THRUST BLOCK NASH COUNT WATER SERVICE ASSEfdBLY t.o8 STANDARDS sTaNDAROS FOR HORIZONTAL PIPE BENDS t.o4 sraNOaROs
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_ ISABEL~L-~~R9A _ . F~;` INL) '+i 'a - 208.45'------ N k _ . A Z ~ z
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_ , ~ > ' ' 74' 131.25 ~ ` , G S8 ~ 63 Q a 0 N
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K~ ~ • C( COMMON AREA ° N o~
" 5 - \ ,1 (IP (INCLUDING SWQ BASIN s = ~ w
i' } 2.76 ACRES
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6 • S0. FL ~ ~ ~ S0 !rv ' , _ ~ 8 ~ N
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r-~`" ~ ~ _ f'.a. 18 f'G_ 129 1 ~ ~,~~,ICr PAE~1 1 ~7r 524 OAFS ~
i ~ ~5i8 ~ - ' !RC?N 50.0&'° i +71`J ~1
~ ~ - ~ . , ~ : ° ~ ~ . - . ~ _ 9• p~- FOUNT) f JP~Ea
, ~ r r,-'., ~ . r r" . 1,.) ~ FIrJ'.:i'2'U~+~`~1577 Prg 7GiU035331~7 p ,f ~ i lra~ .~t~,~a:~~~51s4 ~ir~~
i L, \ .try `d~tJ1` g ~ L~l? ~ LOf 44 f,OT 45 C~IIa t'.P.. i~; FG. 'I~h F.E3: 1R PG. 126 p 7` ~ , i
i' 41340 ~G ~3. 18 f U. 120. 4L F... f;,?7 'I PARE I KART I
Ip~trd #R!~)tJ ~ ~Tt~ S0. FT. a '
,r . F }'(11"I ~ t r ' , C9 h soh' _ r, F~`„!JC7 1 ~ ! E ~ z•, ,r i ti ~ ~ 5 \ ~ " 1 1, u) ca
~L ~1 ~ 'r 0 P , ~ k tY~LtL-, . • d,... r` C9 U C) `~j. s . 1~ Q ::J t^~ . r.~, , ~
ti , - to ~ 0: 0! •5 U} ~ fY !L
:t klex .r~ r; 1.ti~:_~..ti.~... _ 40860 W L~J ti W " {,1
~ C ~'C 4-;'~. ~ Y~ _ ~ Sa. FT. y 1^s. ~ ~ tik ix;~~_ s yK• ~ . `L fr) t7
\ Z V ~ 2~ I`~ 30 REA
' ~ r ~ I ` r ~ SETBACK Q. Y. 7 Z
=r9. ~ - 11 ~ . ~ 16 .....41147 49088 ~1-c7N ~ (TYP.)
_ • c~: t. C4 !a Sa. FT. , , _ aC sa. FT. 1 - ~ .~f~,K~: lr~ara ir~l+r+ ii~w ,r. " tfz~N
\ , ~ S~ir~KE .Y tti ~Np' STAKE ~ at.11.28 ~ , ` , ~ , S'fAKE l.l'r- FpUrdO' , ~ FCINO 2`~'~~ 2~8,n8 STAKE - STAKE 52G 1 ~';~~"E $20'12'08°E FGUIV r+f ~ rl
~ , a vd • i 50' TA PAI \ 7 tiO'' ~ ~ _ $20'13 QU_E F,~~ rl~ L,IZ FO 1r9[7 ,38.61 ~ 173.74' 145:81' ' 115.74' 95.41' ~ _ _ _ 129.99' 261.98 - 2 h_ ~ .i
(;F , 4 ~ BUF ER a / Q k 57262 X ~ ~ _ - - - - - M1 _ - ~ - I
,.i, ~ ~ / in / - I ~ ~ r.: ~ ~ _ _ . ~
Ct i _ _-_1 is r c~ ~ I ` ` - . - ~ - + ~ -
' 15 s ~ ~ 0 F 60
~ / E /EOP sn. FT. 17 n. _~R.. ! l~ _ _ . P ~ 65. ~ + 1 ~ p• . 45600 o~r.
. / ~ t ` ~ \ 407FT. ao767 ' . _ 64 ~ 61 ~ ~ , :-cn: FT: ~
t / i0. FT. - / O• aC 80428 - ~ T;. ~ 63 N • R r., ~ sa R ~ sort 62 w 401: ~
'T A r 10111 ~ ~ SQ. FL ~ V V i - N, ~ ~ _ ~ ~ - ~1 . SQ FT.~ ~ 40077
ti~ ~ ~ / / SQ. fT. ~ ~ i 1 I _ ,Ir1, ~ ~ 1 ! ~ i`.. ~
..p .~16'7;2~t~ v / 49523 \t / 'S~6. 18 ~ `r: `s ~ ~ ~ - ' I
v, SQ. FT. ~ / L 4Y ~ ~ 14 / ,'ti r y, , ay, o .as. ~ 404E p 40483 ~ _
n t t~.,, 40553 i 50. FL \ r
QC _ ~ ~ 1 ~ ~ G _ . . ~ 20 4 ,
- i ~ ~ - ' r '*.r. ~ / 49.5 - . 73 . Jr 4 _ . ; ;
41 qtr ~ ~ ~~~F,., - - ~ - = i ' ~ ~ i,
1. ~~.~~r. ~ 16. 1 ~ ~ i. T 26 t b r _lr i:,1,,,f \ 160. Q~. r .(Q C ry •97 r .fig 178, _ 1 ~
, !lil.{;r~li i 133. 40861 80' o Ap 19 . ' r- , ' 113.39' _
LEGEND ~~lui;-, k sa:;FT ~ 2•~ wk~ 25 ~ ~"~Jc 0 • 40414 _ + 17s.o6 ALL .r- ~G~ FT. B
~ ISS „IRON STAKE SET ~t~~.,~~. WOOD UNE s' ~ 41580 o ~C b ,
EIS ~ EXISTING IRON STAKE ' ` ' PROPOSED RIGHT OF WAY " , „4, t ; ~ ~ so. vT. 24 -!rl . - ~ , r. 0, t a 1~r s,z , m
PKS ~PK NAIL SET c , 1; ,:x!,11 h' ~ EXISTING RIGHT OF WAY = N 4o11e EPK ~ EXISTING PK NAIL ! ! ; ! !:.;i it 1 ~ + S0. FT. ~ ~x3' - a1 ?S),6 , 44078 1 r " ~ 40606
PR POSED EDGE OF PAVEMENT ~ ~ t ~ PP ~1:POWER POLE 0 zN~,,„ 0 23 ~ 0 (Y ~ 50. FL ~ ~ 5 b 1 I J 40 ~ 409 7 - S0. FT. \ \ j u! 5 N ~ S0. FT. ry
R/W RIGHT OF WAY _ M NT N 4o57s Q, 38 ` ~ ~ 39 ;
RRS ~ RAILROAD SPIKE SET EXISTING EDGE OF PAVE E _ z so. Fr. ~ Z~t< 2~ 9, 6 ~ 20 U o 8092 \ 4003F0: ~ 40428: > \ _i SO FTi 1~:}
ERR d EX.RAILROAD SPIKE o' N MAIL T - - - - BUILDING SETBACK LINE_w~ \ a 2 4131 LS SE f 2 sa. 41389 W D•~ZaC
OHE OVERHEAD ELECTRIC rtF ? \ 403:2 - M \ ~ 4„~~ !
CP ~ COMPUTED POINT - ~ - DRAINAGE FEATURE - 1ss s0. FT. ~ r. Z .r?• j ~ ? ~
MON. ~ GRID MONUMENT ; ~ ! '96 ~ S6• CMP CORRUGATED METAL PIPE ~,ri , ~ ~ • ~ ~ \ ~ SOIL DELINEATION LINE W \ '0s I ' ~ 129.51' ,227.46' 2o2.5e' _--~--105: ' w
PED ~ PHONE PEDESTAL ~~r; ~ ~ ~ ~'i~r.- ~ , ' ~ FEN(,E.ALUNG N?O d o
TEMPORARY , : d~--- - ~ •9 z . , 5 N ~O to LT.~,t Sr Q . FT. a / lip ~I,'JM~,.rIT ST'•KE - ~ ° M ~ ` ~ PROf'ERii 7fi8,'J7~ I o ~ ~ r r ~l;t,l() U.ND" LII~iE ~ m N ~
CUL-DE-SAC ~ • £o>: s,• ~ ~ , _ z, sz. 1 - ~ ?i~11R.Gi i N ~ ao
2 SSJiT ~-fAnt t, ~k~~;, ut~r C \ ~Z ~ - ' m
~ 447 IN TAB ~~~~.a~~ 2 ~ ~ ~ y~ sa D. L E LE ~ . , 447 \ \ i ~ . °~'rn.. D~5 ~ \ . ~ .
V ~ 1 ~ w~ni a ~ \ r Z J oXm
LINE LENGTH BEARING t~, `tit~~= assay R Lt 31.50 t, ~~C, ~ ~ S86 38 48"w TOTAL AREA ~ , ~ ~ F Jt- ~ =Qo Es r 7~'.
LZ .31.13 N2O'14'O4"W ~Ct. r~~'' ro ~ ~ ; awe ~
" 3,313,242 sq. ft. ~ ~ 'j~ ! _ ~ 28 L3 s7.3o . N8T1959 E 4 ` ro ',47173 1 90. FT. ~ ~ • ~ Q 0>
„ 76.06 acres f~,1 x2,56 ~ - L4 6 .50 S81' 16 01 E 0 . FRONIrt ~ ` . ~ N
L5 64.79 S28'5TO9"E AREA IN R/W ;s~` : ~Z " - k ry Q ~s \ 2s c~ ~ EIB 1~CK TYP. ' h'~~ 1 < W N ( ) 11 . '`t i
w L8 90.60 S2O4855E 16,766 Sq. f . L7 42.35 S29'59'11„E \ x`r y~ , _ ~ a1os7 - _ - 5 .38' ~ w z ' ~ ;
lR1,rp1 ~~r ' ~ ~ ~ ~ 0.38 acres _n.5 k, , . ~t~ sa. FT. h. i L8 39.50 589 57 03 E 51 AkL t. 0 , • C 4i,: ; . ~ ry 3 1 ~ ?6 s' QC i Q Z I 4 O
L9 57.10 N73'04'57"E NET AREA F~7urto , r J 3i ~J0t417t14 PfN,~ 3~?7Cf12A,~254 z ~ r ~ 1 •4 S ~3 ~ ; ~ COI~PER Sr~~I~FrI IlA ,r ~ ~ m m
s „ ' Sq } 48 6 7~'" t ~ 0252ry L1a n.5o S3T59 03 E 3,296,476 sq. ft ~ ~ x ~ , ~ . FT ~ (SELL \ t J If~1~l t''G. 183 O.R. IS?B F'(;. 1F~ NN .3 - o
L11 38.81 S2O'21'20"E ~ 11 1."` ~ < ~ t sa , 75.68 acres ~ ~ -~4e.s N~ 3~ ~ ~ 4 ~ • i ~F• i - ~ I r
L12 50.02 S20'2O' 19"E r, l ! ; i ; , ~ Z - ~ ! ~ ( - ~ aoso6 L13 76.09 S2O'18'56"E ~ _ r t sa. Fr, ~ ~ ,
/ ~~,55. L14 30.44 ~ , 00 `iF ^~-.Qc~k~: S2O 09 49 E ~ , > . - . 4 ~ 32 ~ T , - ~ 1 1~ 1D m rn i \ ~ ~ ro 32 ~
~ + r~'. S,Z~ ti'r~r. 10451 i M' ~ u°'i o
+~li _ ~ t .C s S0. FT. t A, ~ a ~ rn ~ ~
. ,~M e c r 1,;, ~F,. ~ t. k h Plan Notes ~ - ~ ` :.t. ry 33 ; ~i 4~ N ~ N ~^N
Thi ke ch Ian. shown hereon is a relimina sketch of streets and lays and is sub ect to:,%` ~ ~r..F,~~! ' ` 81 ~ ~ s s t p p ry J 7 • ~ N N.Ni 10 80 ~ i ` so. Ft. 34 N
1. Nash Count review and a royal. V ~ t , , ~ +e.o, . ~ t.~.r Y PP ~ ~ ~riF;d n vW ~'r 7 t:... ! h Z J 'i.~~. 41416 K
. Site is to be served with Town of Nashville Water and Sewer. , - , ; ; ~ r!w# ru 'n~~ : 1 ~ ~ I'" ~ ~ ~ k- ~ 2 ,a;uo s.,~~ ~ ~ ~ ~ ~ F , \i'.1' O X 0] '1i awl
f radin is to be erformed in" ,;.c~ w. FA,;~ !L}1 ~ ~ r~-~ . . , 3. Evaluation of 404 Junsdlctlonal Wetlands. No fillln o g g p i e s 40 ri 1 Tonal wetland untl an a roved ermlt has been obtalned~~~~ lol)^ r~~` i~,) ' ~ bte ~ ` - .y~.
areas des nat d a 4 u sd ct pp p ~ : from the SCOE and NCD M DWQ. `t ' t``'~
4. A field topographical and boundary survey. r' i ~ ~ ~ , 'S s-, ,1 w~ ~ ~1
' I n c n r i n h II meet NCDOT Standards and Desi n latest revision. .,1 5. All materia s a d o st uct o s a g, Fitt,, .t "k~'.i'~.",~._'_~. {Z~I~
resentation of the eneral area within and 6. The master land use plan is a schematic rep g /
nr..i .r. r1 4~.n Wynn n~.nwr. nr.~ .n nna n final rl e~~cinnmen~ Winn ft~ne~or I nnrl I Ica- Plnnc nra k.,r~P kt. r , z
UIVUIIU UIG. UIGU 01IVYYII UIIU IJ IIVI U IIIIUI UGYG"V IllGlR i+• mvvw~~i.+ v..v . 4. v u v f
i n which I r m dified an altered durin the ears re uired to build dynamic des g s are re u a ly o g q a community, as a response o factors such as chap ing governmental requirements and OUNCKTE I-TWUMENT a
the changing needs of residents. This edition of the aster Land Use Plan is a temporary F H W' ,t ,nt1`'t7 o<
desi n and is not frozen as part of the le al documents and contractual commitments of i'it_tdiloa ooo/ Z
the and Owner. The Land Owner reserves he right to make revisions to this plan. , n
However, the Land Owner believes that this Master Land Use Plan accurately depicts the current trend of development within this area. SCALE: 1 = 100'
0 100 200 250 300 C=02

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FGLING ,~r.i.l,E aj. ~,;~iri;. ~U!,~(~~ 1 dr i,; -1_1'L. ~U NN-"` , ` SLU 1 5~~> ~ , - - 270.5' 138.22' 103.52 103.91' 144.56' _ 261.98 _ EXIS11idG (
3 .61' ~ 73.74' 14681 115,74' 95.41 129.99. - I - 1~~~ RCP
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1 61 : ~ ~ 40581 l 56 a ~ rv ~ 57 ~ ~ ~ ~ H 57294 ~ 51 a 480 , S0. Fl`:. m r` ~
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50:fT. n 40121 m `c 62 w J Q a 40651 ro O~ A~i 50. FL 40172 , 01 N 50. FT. ~ tv S0. FT. S S0. FT. ` . , ry S0. fT. n 40077 ~ / ~ Q ~
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0 3 y i _ ~ 41 ~ 00606 _ ~ ~ ~ ~ ~ a sa. FT. " 43 46 so. FT. N 44635 , , pK
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; \ Fb 49,1 Y ~ 248 39' 202.58' i 105,58'-_ 72.?6'_ 184.72' Z _ - \ 129,52' ~ .227..1- ~ ~ ' 248.39' 184.85' 71.99' 138.08' 202:37 183A4' - > ~ I
n - s. ~,r:l ,r;~ d ~ FLU !E~~,..~ld FEPICF..41.ONU 6,OP1~R~TE, t'1~4 \ ,~,~r _ v+, ~ " - -......STAKE` - I~
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. FT. ~ ~01JIJD" ~L;<~,I; ~ !_~~d~_ ~ ~ ~ ;ur~Tfz1~L SETBACK v i ~ CONTROL ~ a
r ~ \ ~ AC ~ :CU1RNRvR - TYP. ' CORNER ~
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g a- ~ 4717J ~ ! ~ ~ ~ - , OTHA F. 1~'lIJSTEAD N 01
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~ w°iw TOTAL AREA o X m
' .
~ ~ .1.53 ?5, ~ 3 313 242 s . ft, a 1 q
` ~ ~ ~ r1,~ Cp ~r ~ 372roJi4.7c4 ~ 76.06 acres
T. COOPER STEPNF~ 1 I~;h.l~<REIL . . Y AREA IN R/W a H ~r
D. 1613 PG. 183 D.B. 15i~ i't;. i G;ry { qp . ~ ; ' 16,766 sq. ft. W N
0.38 acres Z WZ
~ ~ r _ NET AREA aZ
f i 1 3 296 476 s . ft. Z ° 1 q mm
nn .r~; %y ' I V~ ~ 75,68 acres NN
~ ~ w
rv 33 ~ ~ Sketch Plan Notes , ~m
4oiao : $ i ~ i sa. Fr. i This sketch Ian shown hereon is a reliminar sketch of streets and lots and is sub'ect to: H P P Y 1
' ~ 6Q.~, LEGEND 1. Nash Count review and a royal. m~~ Y PP , o
' sa. Fi. wooD uNE 2. Site is to be served with Town of Nashville Water and Sewer.
, ISS • IRON STAKE SET ~ c . EIS ~ EXISTING IRON Sl'AKE 3. Evaluation of 404 Jurisdictional Wetlands. No fillin of radin is to be erformed in N~~
t~~~`~,.,~,,~ r,,,.~ PKS APK NAIL SET PROPOSED RI HT OF WAY g g P N^N G areas desi Hated as 404 'urisdictional wetland unti an approved permit has been obtained
.t c . ; ~ EPK ,;:,EXISTING PK NAIL. EXISTING RIGHT OF WAY from the SCOE and NCD M DWQ. wv~
' , - ` PP ~ 1 POYYER POLE 4. A field topographical -and boundary survey. oXg PROPOSED EDGE OF PAVEMENT a ~ ~
/ ~ ~ R W RIGNT OF WAY f'r t. ~ ~ RRS ~ RAILROAD SPIKE SET 5. All materials and construction shall meet NCDOT Standards and Design, latest revision. EXISTING EDGE OF PAVEMENT 6. The master land use plan is ,a schematic representation of the general area within and
i 1,1~r. CR 1.~. ERR ~ EX.RAILROAD SPIKE ~ F. _ around the area shown and Is not a final develo ment plan. Master Land Use Plans are,
-1NUMFNT NLS ANAII SET - _ _ BUILDING SETBACK LINE dynamic designs which are re ularly modified an altered during the ears required to build W
F_ OHE OVERHEAD ELECTRIC PIr~1~, ;3727t7E"r15,S145 CP _ COMPUTED POINT _ - a communit , as a res onse o factors such as Chan in governmen al re uirements and z Y P 9 q N
1AMES BRAPITL.FY - ~ - DRAINAGE FEATURE the chap in needs of re idents. This edition of the aster Land Use Plan is a tem ora ~ 9 9 ~ P a. desi n and Is not frozen as part of the le al documents and contractual commitments o Z
r' 14 Ft= 2a~ err MON.:: GRID MONUMENT 13 , CMP CORRUGATED METAL PIPE SOIL DELINEATION LINE the and Owner. The Land Owner reserves he right to make revisions to this plan. W
PED ~ .PHONE PEDESTAL II_... 1L_ 1 __J L_H_..__ LL _1 1L!.. 11__1__ I __J II__ f11_~ ___...._1_L. J__. _l. 1L. Hi,i
nowever, Me LUnU owner UelleVeS MUL UM5 MU5Ler LUrlU V5e rrurl UucuruL ery ueNiu~S one a J
current trend of development within this area. W> =
7z
0 w
SCALE: 1 " 100'
0 100 200 250 300 cm 01

745 1
er. eve o er w
al .Notes:
Genet
rformed b Ted Ho klns, Spring Hi 1. Topographical data pe Y p ns S rin Ho e, NC. P 9 P n Hoe Nc. INDCHASE LLC ns, s ri P , VILL S W P 9
Boundary Information supplied by Ted Hopkins, Spring H~ 2. The contractor shall notify and cooperate with all utility ith all utility companies of f(rms having facilities
on or adjacent to the site before disturbing, altering, re alterin ,removing, relocating, adjusting or 9 844 C UNTRY CLUB RD.
connecting to said faciiitles. OUNT N.C.27804
3. All excavation Is unclassified and shall. include all mates ude all materials encountered. ROC lW , all sticks, rocks, and clumps of mud.
4. All structural fill material shall be free of all sticks, roe resultin from clearin and grubbing shall be 9 9
5. Unusable excavated materials ahd all waste resulting frc ~ ~ dis osed of off-site by the contractor in an approved s P n approved solid waste landfill.
~ 6. Location of underground utilities are approximate and rr dmate and must be field verified. Contact the
nter at least 48 hours prior to digging d NC One Call Ce to dl ing ®1.800.632.4949. The surveyors 99 re ground at the time
r~ ~ nl located the utilities that are above ground at T have o y S~ I E urve . Under round lines shown hereon are a hereon are approximate or as reported by
of fields y 9 ~C/ various responsible parties. The surveyor does not guar ~neerln . der round n that an un foes not guarantee y 9
structures such as utilities, tanks and pipes are located s are located hereon.
a roe II i e len the are hor(zontal distances and are pp 7. A p p 9 lots id are approximate.
with all a licable codas, regu ~ ~ 8. All work shall comply pp >des, re ulations, and/or local standards imposed 11 ineerin P./4. 9 Stoc s E g, 9
~ b local utility. Y 9. All construction and materials shall meet NCDOT details 1100E stern Avenue ICDOT details and NCDOT
Standards, latest edition. All work within NCDOT right-~ JCDOT right-of-way shall meet the specifications NaShvf @, NC 27856
and standards of NCDOT.
10. All concrete pipe is to be ASTM C-76, Class III with tai >s III with ram-nek. er FEMA Ma 252.45 .8196 (v) Zone p P I site
This ro erf is located in a .Flood Hazard Zone per FE 11. P P Y oximate. Consult the 12. All lot dimensions shown are appr Consult the boundary survey of actua 252.45 .8197 (f)
boundary information. l stocksen ineerin .com Hands within email: varneJ Q g 9
13. An evaluation of 404 jurisdictional wetlands was conduc ~ was conducted. There are we
the project area. See sheet C-01. ontrol in or ad scent to NCDOT work zone traffic c 1 Gonta t: .1. Kevin Yarnell
14. The contractor shall be responsible for all work zone ti ri ht-of-way. All signs, pavement markings and other s and other traffic control devices shall conform 9
9 to the Manual on Uniform Traffic Control Devices (MUT( )evices (MUTCD), 1988 edition as amended.
SCALE 15. Prior to placing CABC stone base, the contractor shoulc NOT TO tractor should notify the Engineer to inspect and proof
roll the subgrade. Any stone place without prior apprc i rior a royal will be the sole responsibility of the t P PP
contractor. va from that re resented in the initial ry P
16. DESIGN FIELD CONDITIONS quite easily may vary from tt / solaced areas may show up weak and adverse
soils report and/or topographical report. Isolated areas soils or groundwater conditions may be discovered that scovered that were not revealed during the Initial
soils invest( anon. Therefore, the .Contractor is to be ~ 9 be aware that Stocks Engineering, P.A. or is to
will not and cannot be held responsible for any. failure ~r any. failures to either a street or parking
des( n as a result of soil conditions. lot pavement g ~ndltions. etc.) are proposed to be underground. Do not
17. All utilit services, (power, telephnr~e, cable, etc.) are ~ y s until all under round ui iderground utilities have been installed.
seed or mulch disturbed area 9 ame signs shall be manufactured from high
RISDICTION 18. Re ulato signs, stops signs and street name signs sl GENERAL NOTES: (LOCAL JU ) 9 ry intensity reflective materials.
' in la ut should be brought to the Engineers 19. All excess topsoil and unclassified excavation is to be 1. Any discrepancies yo e hauled off-site, unless otherwise Hon is to b
attention prior to construction. directed by the owner. The Pro ect Engineer or Architect at the following 1
' nsions su ercede scaled dimension. All dimensions are 20. All site construction must be inspected by The Protect 2. Written dime p
edge of pavement or as noted. ewer stages: II materials installation, testing and inspection of water ands A. Com lotion of grading subgrade prior fo placing 3. A ~ ndards. P riot to avin . r fo lacin Stone Base. P 9
utilities to meet current NCDOT sta ~ ion. 8. Completion of Stone placement p p 9 to aving. P
h ve a 50' ublic right-of-way with 20 pavement sect section when all work is complete. 4. All streets shall a P for subdivision streets. C. final in p rplete.
All streets sholl meet NCDOT minimum standards 21. The surveyor did not visibly see cmy cemeteries n any aeries in an o en areas unless otherwise noted. 4 y P u h ti11e search. .es that are found during a thorn g \
5. All lots to be served by public water and septic system.. This ro erf does not depict encumbrances that are tenance easement is reserved 22. p p Y shown.
6. A 5 utility, drainage and rood main 23. Contractor to furnish all paint stt3ping as shown. along and adjacent to all street right of woys. 4. All dimensions are to edge of pa*sment (EOP) unless indicated otherwise. (EOP) unless
re to be used on both inlet and/or outlet ends of 2 7. Flared end sections o 25. Contractor shall saw-cut to provide smooth trans( ons exisiin as halt and/or curb th transitions where g p
storm sewer unless otherwise noted. nd utter is to be removed.
rime contractor erforming excavations or underground work a g n e 26. The contractor is responsible for -the design and imp ~ 8. Each p P xistin utilities in the area and im lamentation of all required/necessary gn p
shall be responsible for the location of o y 9 clal excavation measures rep tilit locator service (1.800.632.4949) at least sheeting, shoring, and spe of their work. Notify the u Y {hat existn re uired on the ro act to meet OSHA, measures q P j giant to the installation of the work indicated on
i n in ceder 9 Federal, State and Local regulations pursuant to the ii 48 hours prior to commencing construct o use and Stacks En Ineering, P.l . acce t no res onslbility for the design • gineering, P.A p P
tea ma be fla ed and staked. Contractor shah the drawings.. The Owner 9 utilities in the o Y 99 known or suspected to
II core necessar when working in areas to install said items. a Y r round utilities, including hand digging. 27. The Land Disturbance Permit must be kept on fhe wo t on the work site and shown upon request. P
contain undo g ' res onsible for relocating ony existng ut~ifies thot II include in the. contract price any 9. The contractor is p lion the contractor is 28. The contractor sha ict rice any de-watering necessary to construct P
conflict with the proposed constraction. In adds , rb and utter, the project as shown on the plans.
res onsible for repair and replacement of any utNities, cu 9 contractor shall include in the price, any and all P e damn ed during construction. Damaged 29. The and all costs associated with providing a any during the donstruction of the storm water
pavement, etc. that may b 9 i inol rofesslonal engineer on site if required, during the c items shall be repaired to at least the quality of the a g P es, etc. as required for as-built certification.
th of existing utilities management faciiitles, underground utilities, etc. as ri workmanship. The contractor shall field verify dep nd 'buildin debris material' dump aerial' dumped onsite shall be removed in the
- radin causes utility cover to be less than 30. All grass, topsoil a 9 and relocate if proposed g g base bid prior to placement of structural fill material I fill material
minimum required. res shall be Insp u 31. All generated waste shall be disposed of off-site in c 10. All temporary erosion control moos as re aired. off-site in an approved landfill location. Flo es to revent scouring of ditch bank.
r airs shall be done q 32. Rip-Rap shall be placed on ditch back slopes to prey rain event and necessary ep P P ~~~~~ui~~ti+,~~
~~~~`'(N CAFjO
0 .y ;9 s
~r . . ' SEAL
• 19543 . .
v c<` P: ~ of
I~ X11 De.• .OL f V
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e • H COUNTY NTY. NAS COU
76.06 Ac. TOTAL. SITE ACREAGE.
RA-40 ZONING.
F LOTS 66
HEFT OVER S CV C TOTAL NUMBER 0
LAN 1 _ ARY P ELIM/N
C 01 PR PLAN 2 BUILDING SETBACKS: MINIMUM
_ INARY PRELIM C 02 • LA ROAD 50' FRONT. .
!BABEL RDFILE. _ Nand P C 03 PLA
• LA ROAD ISABEL PROFILE. LAN and C 04 P • ......................................15' SIDE. .
• LLA ROAD ISABE RDFILE. AN and P 25' SIDE STREET............
5 PL CO • LA ROAD 30' REAR..
ISABEL ROFILE. AN and P 6 PL CO
• N ROAD COLLEE ROFILE. _ AN and P 7 PL CO UM STREET FRONTAGE ....................:..100 MINIM
CANY RD CT & TUS VENICE ROFILE. AN and P ~~ri , , T
8 PL CO PLAN TLAND TER WE ~z.;~~. IZE .............................................40,000 SQ. F . ~ MINIMUM LOl S
TORMWA _ S C 09 PLAN 1
CONTROL EROSION C-1 D . 16 f .........................3727 0033 38 PARCEL ID.
PLAN Z ONTROL S/ON C ERO C11
ETAiLS TROL D _ N CON EROS/O e S AREA. ............................................17 /e IMPERVIOU
D1 ETAILS TER D
NTY WA SH COU D 2 NA
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SEE STORMW TER WETLAND DETAIL ~ iz L+J ~ r~
SH ET C-0~ w r - ~ E ~ o z
h BIORETENTIO AREA
f APPROX. LOCATION fi 0.60 ACR ~ ES
F W LANDS ~ ~ ~ 0 ET SEE BIOR ~ 3 ( NTION DETAIL
_ . , _ ~ IRON - r IROhd ~ ~ ~ , , 1
IRON ~ ~ _ IRON; _ IPON !R~.'N 1Rt1N (h'~il~ - ~(?s)11_ 1fas~ld~ _ i{r(~(~d 113.ON-~.__ a IRON ~ IR(7~- --STAKE _ ~ ~I F T~ n t ~7~?4~F f t r,R -STAKE 220;'f~' i { STAK 198.)' STAKE F4_ ~D--
fbUND'~ST'AV~E 4<U.,28- STAKE 233:30 >fAKE 248.08' ~T4KE ~ STAKE ~i ,,u' ~~~E1'7` ,,~~I~'E • ~ ~ ~ ~ _ i I ~ ~I Ir~l K F'r p ~ rb ND' FOUND , ?O'12'08"E fUUN _ 520'13'00"!< FU~,!NU ; L,12 : f9UN0 :.~0`12'1~,'E 0 ~'0"1;1'„3"E 11lC Frii'IlL~ ~ ~%Uil3'C'2"E (VUFJL~ a24rli~v"~ FOUND S20'13 2"E FOUN S20'14'1 "E FOUND U3 '1 EPK
~ 141,65 113.66' 1.11' 163.79' 225.52' 227.92' 134.11' 101.19 03.2 149 r \27J.5T , ! • ~ 149 2' 11' 21 .08' 1 88' \ 1 8S' ~ 151.01'
_ _ . _ - - ` ~ _ EXISTING ~ j - ~
~ 1 i IInn ,A ~ , 1# , , ~ ' ~ ~Q ~`o,. 15" RCP i o - ~ ~
V' - ~ \ s1 ~f,,, ~ 1 55 \ ;
~ , . ' . 40063 ~ . y,' v 62 ? - ~ S0. FT. 40064 ~ ~ ~ ~
p r a. , 66 S0. FT. 59 40397 57 56 y noon ~ 4ots7 53 ~ ~ ~ ~ S0. FT. ~ S0. FT. S1
_ ~ t997yJ~O ~ , 64 63 , SQ: Ff. . 4 ~ ~ ~ S0. r 1. 4ellt ` J N 50,1 FL n ~ C~ ' . +c' 1007!11 ` N 40098 ' N 9a FT. ` 'Si 52 i 40274 N I Q
. _ U I 40,2, 4o12s ~ n . 40106 40263 0 ! _1 N Sq ` ^ SQ. FT. _ 90. FT. ~ - a S0. FT. . FT. q N ' 21 ~ S0. FT. I ~s ~ 50. fL o, , Ft. 'm ~ L_ 40042 of 1
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40463 ^ j_.~ ~ C'i; - ~ ~ f f t i ~ h . r_ , ~ 5' ~ ! 1k1' ~ 704.x\ f
~W~ ~ N I ~ PECAN I. ; 01 Z '
• / UPE F ELD ~ ~ o• _ . _ -tees ~ i
i ~ ~ ~ - - - - ~ ~y ~ \ ~
41 / ~ 1 ~ ' , ~ mac" ~ = ~ ~ $R
1s 7 ~ EO /EO .;a . `113. ` ~ 0. Q
. . , o u ~ 5 FONT \ nn- - - - Z _ MONUMENT a
so. FT. , ~ , _ ~ ~ - ~ ' ~ , ISABE A R L a2 ACK (TYP.) FOUND ~ W
. r , ~ 3 1 ~ , 41 ~ 4oea k ~ ry 40548 ~ 48 O. a S0. FT. a i ~ R1
? r 44076 ~ ' y, ~ r+ S0. FL ~ 51 r ~ .T~ ~ ~ o~ 4os 7 43 . - r V80 t~ I"t \ S0. FT. ~ i t 40 U S0. FT. ~ ~ ~ I 46 ~ a 44835 ~ - J J
~ , \ m- ~ 40208 ~ ,1: 44 1` --1~a.o~' PK 40254 ~2 S0. FL ~ ~ - 49 ~ g /
~ ~ ~ I ' 50. FL ~ S0. FT' 45733 rn I 45 N sa. Fr. ~ _ ~ r 41287 a N ! /
_ _ 40380' ~ ' ~ ~89p8~ l . ~ r ; S0. FT., I ~ S0. Fh ~ S0. FT. ~ SQ, FT. 20 4ss15 15 SIDE so. Fr, ~ 50, FT. 30 i ; I x
U v . ~ .41369 ' ~ i SETBACK ~ ~ CONTRACTOR TO VERIFY AND
S0. FL ' ~ W . - '.WO~DSI - hZ 1.._' - - - -j - - - - - - - .U \ r 1 _ _ _ _ _ ~ PHONE :~N COORDINATE LOCATION OF PRO- - - 1
r.~ . I 1 ~ P~ESTAL~ , ~ POSED WATER LINE IN BEND OF
Z ~ ' 12y, ;227 ~ 202.56' 105.56'- 12.26' 164.72' _ ' - 249,17 246.39' W 36 ; ^ N 07 • ; . ` - , pl?~)'1 fi' 10"~ ` . lRLrl - ` . 01,F - 248.39' ta4,es' Its 1 as' 2o2.3T ~ t - ~ 1 ' THE RIVER BY OTHERS.
n~ CR TE FENCE-ALONG J ~ ~ '24+4: 7,~ tr 5'.'~{~E 51064 ~ M UAI N PROPERTY 1~9( 122 #.9M1' M1&~ - - ""STAKE i ~ ~
~ s4. FT. p~0' F01Mn' LINE,' ~ ~ , FOUND 3
I 011TRAL' ~ V \ IN 30 REAR coNTRa ~
r~ I i i' : C N~R ~ \ ~ ~ . ~ SETBACK F9 , BIORETENTION AREA coRNER
t MF TYP. ( ) N 0.34 ACRES
T r - ~ \ . J SEE BIORETENTION DETAIL ~ ( o ooh
A 1 - 35 ~ OMi
\J.., ~ ~'4717J ~'I~,I~t ,x~,7~~.7, ~~~11C 1.. ' ~ mN~ 4?I+'dk ri.7. ,~~i:dg Nero
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1 ~ ~ Ii.F3. 1513 f t;, 6113 50 RONT~ ~ vOly
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' ` - , n.B. 1519 PG. 183 D.B. 1515 Pry. 155 \ ` \ i ~ qp ~ ~ - AREA IN R W ~ n
1 ICI a" 6,7166 sq. ft. ~ N
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75.j68 acres m m NW
ry 33 ro , ~ NN
40780 ` $ ` sa. FT. ~t 34 f
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l \ ~ . ~ SHEET C \ ~ ~n r7
. / ~ ~ \ 40860 \ ~ . APPROX. LOCATION ~
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•
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/ ~ STA 28+40.18 ' . ~ t 55 r.
ELEV i 61. ~ ~ ~ ~ a
' C? . _ ' STA 35+56.91 1 ~ , ;z ~ ~ ~
(i 1. ~ f~ ~ ELEV 157.12 a
+ ~V t i.., ~ \
~ ~ f:~U `.`\`t~ $TA 36+40.77 ~
59 _ 7! Y'y...\~ ~ 4 \ \ . ELEV 157:
: ' ~ ~ ti ~k~ r 65 ~
1
~ - ~ . H~. STA 36+83.75 ~1 `
- ~ ELEV 158.05 i_ ~ \ ,
70 LF - 4~ ;RCP 1
! f - i - ~ ~ 0.3:5% W/6 FES A'
~ , \
~ ,t
j-` A _ lr~
~~~r~ 3 ~ E-.~,. ~ \ ~
' j~ ~ ~ ~ '+1 .,l `
. ~ + .
1 PLAN. ISABELLA ROAD. STA. 23+0 A. 23+00 TO STA. 36+00
SCALE: 1 "=50' C-04
V
185 ~ . _ _ _ T-- . _ _ 185
_ _-~-___..___u.__
_m_ d~_ _ ~
180 _ _ f _~_.._~a.- w ~ _ ...r.___._ .
..36 _ _ 1 80 ~
-8R
~._r~...~.~-
175 ur~ _ o . _ _ 17 5
_ _ i STA.....=-32+25.00---__._..._ .__.W_.._.. r_
_ _ . __~_a.__ _f. _ _ v _ . . _ _ _ _ ; _ _ . I EL _ 147: 0-.. _ a_.__ _
170 ° _ _ _ -3.68X --_.~..4-__._ 9 _ _ _ _ - ~ u 170
~ _ _ - _ N-- . - _ . _ _ _ ..._.w... = 3.08X -..__w.. _ . VE LEN' _ 400:00-_" __.._.___VPI - TA-= °37+8 :00-
- _ ~~4_. _ . XIST G _ ._,__-PRO ;OSED . _ . _ -_.____.K =-59e21-__._ ____.._.W~ _.o
_ ~ ~ GRAD ___.M_.. _ - ~ _ _ . _ GRADE _ O . o _____._VPI L-=._-.165:00- ~ ,n _ _ _ . _ _ . E =...3.38 _._...__v__...._. __,n 1_..= _ > N N g .3.08%..-.__
O N A - - _ _ _ _
N ~ _ ~w 165 p ~ t CUR LEN = 71 .00 ' m _ _ _ 165
~u ~ _ ~ I - _ _ _ I _ _ _ I _ , _ . _ _ . _ . _ I M ~ K = 3:98 oo~
1 ~Nro ~ _ . - _ _ pp _ 1 i
- o~ w _ CH . _ . - . _ ~ ` - _ i _ W ~ N N ~ ao
IT ; _._s.. _ ~ _ _ ~ U
_ 160 ~ N ~ .rn p;_:_.____w__ ~ 160 \ w.,w
. 8 C WATER _ - .,4 - , _ _ _ _ _ o. . ~ - ~ II 1 z
1 ~ A t . J' _.~_-yrs. . _m__.w,__ a ~ ~
_ _ a........,.-_..- _
b. ~ , ......,-r-_ - _ „ - . .__..n. .y -
155 _ _ _ 8~. ~ - - H - ___w...__._.___
~ 155 ~N < - o o ~ 5
_ o - - ~ z 4,`01441 1 8lfpppp ~ Z
_ _.~.__y... _ O . O _ - _
,.r.-,_.. _ _ _ _ _ _ _ p. O L., _ ~ DES p ti z ~
+ ~ eQ. y • m NW . ~ ~ ; Y , M N N _ ..v._.~ ~ d_. 4 r.
150 _ ..a _.._~.n_M.-.. . _ ~ ~ ' SEAL = ~ 19843 150 '
-_._._______.~..m.:.w. _.._._w~_. _ _ _ s__ _ _ - _ _ _ h 0 1 v ee ` a ~ O ~
II __.aM~~ _ . _ _ _ _ _ .___m _ 1 -
Q H -J. V1 W ~I C ee4.a Mee 0 ~ ~ ~ ..w b ...ten- ~
_ _._.„..w..~ - - _ _ _._____.M_- _ _ _ H H . ...p._. 364 42 RCP 0 35% poooopollu+j4 •14 • o~ ~ o~ _n,.,_..._ 0
145 _ _ _ _ ' 145 N N
~ ".Nilil
_.v__ _.......__.N. ~ ~ ...,._.__.....~,..0-_....,_~_.~_-_F_ _ . _ n _ 0 .CV .....___..........rvy _ N 0) ~ ~ ~ d N O a0 N f~ N c0 01 7
- . N _ _ .
_ tL ~ __.__.________~__.4_..... r.._---..
140 _______._..:____d_ __.v...,. r _ _ 3 . _.._i 140
A 24+00 25+00 26+00 27+00 28+00 29+00 30+00 23+00 31 +00 32+00 33+00 34+00 W 35+00 36+00 ~n Z
~N
II a , U ZZ
5 ~
. ~w
W QJ
2 PROFILE: ISABELLA ROAD. STA. 23 FM VI J J wg STA. 23+00 TO T. 36+0 Q o(n SA 0
V) z
C_04 SCALE: HORIZ.: 1"=50'
VERT.: 1"=5' SCALE: 1 50' 0
0 50 100 125 150 JC= 04 ~d4

f 'k i A { ~ ~ ~ # ~ _ _ _ - _ ~ _ _ _ _ _ _ _ - ~ _
fi _ ; f I ` ' o ~ _ _ r _ _ _ _ _ -
f f eN N ~ f ~ v s -
i~ r i / . I o _ _ _ a _ _ . _ ~ T ,f. _ ~.x
t } ~ ~ ~i ~ _ ~ f _ _ ' ~ w
1' i 1 ~ , _ _ _ _ ; _ n
~ u~ ~'1$ 0 Ir \ t„+:~ , l ~ VI fn ~ _ _ ~i ~ ~ '_i . O ~.j F _
o> - s , 5 x _ ~ ~ C~
DI 6a ~ i . ,
a r ~ TOP ELEV=155.50 ~ t, ~ ~ ~ ~ , _ ~r , _ _ .a
t~, ~ ~ U 1 1 - ~ i ~ _ - 48 LF 1 ! INV IN-143.69 1 _ ~8 LF - 18; RC.P _ o o h a~ ~
(~0.42~W INV OUT=143.59 . I ~ 0.42 W/2-6 FES _ , m a $ _r
~ ~ STA. 42+46.9 I A• 27 2~ ~ _ ~ N ~ 6 - ~ 43;f-27.2 ~ Q,
~ ~ DI 7 i ELEV 139.70 ELEV 1 X6.30 _ ~ , it ~ ~ v ~ - 0 w V 1 X6.30 Q,' Q ~ , . r c~,, o
Q TOP ELEV=152.00 ~ ~ ~ 70 LF - 48 RCP FES 15,.; FES 20; a _ INV=125.50 d, ~ 2
~ INV IN=142.98 ~ FES 17 ~ ~ ! ®0.35 W 6 FES i INV=143.36 ~ i INV=142.0 r;. _ f . _ . _ ~ ~ ~ N
INV OUT=142.88 ~ FES 18 , - FES 18 _ - _ ~ z
~ 1N3W3Sd3 ;ll ~ilfl ~ 30b'Nlb~4 2 LF - 42 _ - _ _ ~ INV.=141 INV.=141.75 . 0;-' j ~ ~ w
- ; ®0.35 - 0 ~ _ _ ; ~ ~ ~ ~ ~ ~ N Ml d ill N ~ fi _ ,..E ~ - L./ ~
/ / / "3 - . ~ . _ ~ ~ ~ , JJ n f. .x ~ ~ ~
DI 6 ~ 0;. , . 0 . : ~ . ~p ~ SCI' X06' ~ . - 3+.
TOP ELEV=154.00 z i - i Y I', _ t ~ ` r i
INV - ~ • ~J~ , - ~ 1i f ~ ~ f ~ ~
T=143:94 ' `INV OU . ~ _ - - ~ ~ _ _ ~....,,i ~ t 'll ` ~ 4,5. _
i 72 LF - 24 RCP STA 43+57.82: _ 72~ LF ~ .TWIN 3~ RCP i 0.50 , 1 ~ ~ ; i ~
^?h~ o W 2-6" FES ~ ~ ~ CE ELEV 135:67 r BURIED; 6 SEEP ~ ~ ,f. ~ ,
1 „ x ~ 175 LF - 42 RCP ;~.4 - ~ ( ' _ ~ = z~ yy _ l ' I~ x,~{ ~ ,~4 6 FES
~ ~ 0.35X - ~ _ _ ~i _ 1 1 . i _ ~ {
. ~ Q , Q t ~ _ ~ ~<< F._ 1 i ~ i :
~ o % ~ - ~ STA 64 ~ ; ~ ~ FES 8 FES 22 - ! _ . ~ - FES 16 ~ ELEV 13 .93 _ r j ~ _y _ ~ ~ ; . Ala ~ _ 1___ r ,~s, ~ , i~-~ ~
INV-142.61, _ ...:..INV--135.0 _ _ ' ~ ~ d _ _ . • i
_ . INV 143.00 _ _ , ~ l - 1 _ L ~TAt'4; 44;55 .
STA 38+ 10.9 , ~ h - - ELEV ...1.34,65 .EV ...1.34,65 ~ - _ _ _
LEV 157.09 ~ _ i ~ _ ~ FES ~~~19 ~ I
9ti~ - , , ~ - ro h _ _ b~ o ~ ~ _ _ m. ~ 1 _ _ . _ ~ ~ _ ; ~ INV=;125. ~ 2 _ ~ _r- _ ' ~
o. ~ - - - _ _ - ~ a ' I ~ L i i
_ _0~ ~ ~Q. _ a 1 _ _ - - - i,~ ~ , ~ , _ ~ f ~ l i ~ = _ . ~ v , _ ...I , , ~.7, _ _ . , _
~--Z~ ~ . ~ rp (7 - ' iii - - - , _ . ~ i :ii I ~
i ~ . rt.
~ ~ h . ^1 ~ L G6 C
~ - ~a ~ TOP ELEV-157.24 ~ , :r) L .wN? ~ t' STA 46+65.9. ~
INV IN-142.50 J~ ELEV 141.2 . ~
Gj GU _ ~ - t l INV T-1 ~ r OU 42.40 t ~ ~
64 LF - 18 RCP t ~ { ~ L
®9.21 ~ W/ 6 FES ~ ~
~ .
PLAN. ISABELLA ROAD. STA. 36+0( 6+ + ~ 3 00 TO STA. 48 00
SCALE: 1 "=50'
C-05 e
V
N
r _165 --_._.ri . _ _ _ _ h.___..~._____
1.65
m o . _ - _ _ _
II . _ _ _ _ _
. _ . _ Q _ . _ _ _ F J ~ _ S, . . .m.....µ... __._.~._.r_.._ V
160 _ Acn w._. _ . __m_-_,__ u ....___~e_ _ 160
_.____a a._-_._ _ . ....__.._..._r._._._
VPI ST = 44+50,00 I STA_ _ ~ +50.00
_ e o . _ _ PRO OSED . _ . _ ' VPI EL - 129.00. . _ ^ "~j EL = 1 .00~----
_ _ 1 = =x.377 _ . 1 5.677 9 ,
9 _ _ _ ? -_.5,677--~_ ~ 2-=-1:33 155
_ _ _ o , _ _ _ , , CURVE .LEN =..410.00... m__.._ _ RVE LEN _190.00._...._
_ __...._...__M. . _------c~--. _ _ _ ~ ~RADE..._._._ K = 37h 4 = 43.85 _ E_= 5. 6 _ _ _ '='"1:03
~ ~ _ ~ o_..
~ S C_, WATER _ v~ _ N ___R _ ~ _ _ . . O _ N__.___.
ao ~y~ ~ ~ _ _ 150 ~ - - m .150
_ ....._._....Q
. _ _ _ _ _ , - , _t _ _ _ _ _ _ _ _ _ _ _ - _ _ . u1 W . m
._.._a...._....__v u.__________ _ J _ _
72 __LF_ 42__ RCP__ _ _ _ _ . - . i . _ _ N
• ~ 145 ®0.35X 2_RCP..~ 0 35X..____..._.__ ~ ; , _ _ _ . -n.__._..__.._ ' o ~ 145 aoN
( _ i _ _ _ . ~ _ LL.._ I , ~ ~ ~ oM + ~ OINK
i _ d_._ _ _ _ . y. - io .
it , _ . _18 CL- II J ~Nrn _ - _ _ W _ _ pl ~ Of
"4 I _ Q a ,
O 140 _._..M_._ 1 cn 140 Z
t ! I . ____...__r.._ _ _ _ _ , ~ a~~
o _ _ _ _ .~.,T _ _ _ _ _ _ . _ - . _ ~ o _ i y. _ ~ f _ _ . _ _ _
t ~M
, _ ~ ~ ~
~ 135 _ _ _ _ - _ri . _ _ _ . _ _ ~ _v_ PROPOS . °
~ o _ - ~ _ ~ . ~ 135 Z 0 i / r^ ' wz
_ _ _ _ _ _ Q ii _ _ . DITC H _ . > ~ _ _ . ~ ~ _ _ a z
_ W ~ w _ _ W _ WW z ~
I ~ F-. _
:..t t ~
130 ~ - I STA- 780:00---- _ _v._. _ ao __nK..._.__- _ao _ _ 130
_ I EL-=-16 .00 . ~ _ _ _ _ , _ _y..._.___ ~ N m m ~
_ 1-=_.3.08X- _ _ _ _ . . _ m co _ - ~ _ ~ m ~ ~ 01 a0 rl
2. _ -5.37 _...__.k__ . _m. - ~ _ ~ rn `11111111111p1~
RVE LEN 710.00 83.98-- - _ _ _ _ - _ . .._..e
125. _ =-7:50 125 N•rr•b• ~I NNv
_._..w_.__.___K___..-._ SQ' 9. z ~
_ ......_a_ _ = : ¢ SEAL ~ : = a o w _ ~ - a w ~
lp rn O r N ~ N a0 O O n ~ r d . - 19843 = ~ ~ _,...u.. ~ _.._._._____w o. M ~ a ._..._n__._ 10
~ . n _ _.-,__._.n. .__._.._,.w._ ~ - ~ ___a _ _ _ ~ M. _...-v.. - n- .-v..
120,,~_ M ~ M M M M ~ t .r ~ .,,GINEe. y~ Cy ~ ~b.06 • ~ ~
36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 43+00 44+00 45+00 AEL 5,~~ Z 46+00 47+00 48+00 <<n,,,,nl+ ~ N
II a , U
. R z Z 5 ~
U1 J
w L a~
w 5 Q
2 PROFILE: ISABELLA ROAD: STA. 36C-05 SCALE: HORIZ.: 1"=50' ow + a STA. 36+00 TO STA. 48 00 ~z
SCALE: 1 50'
0
100 1 0 50 C=05 25 150