20030907 Ver 1_COMPLETE FILE_20030722

WATER Michael F. Easley, Governor
QG William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
Division of Water Quality
III?? Coleen H. Sullins, Deputy Director
Division of Water Quality

August 20, 2003
DWQ Project No. 03-0907
Nash County
Page 1 of 2
Mr. Dale Bone
6160 South NC Highway 58
Nashville, NC 27856
Subject Property: Cross Creek Subdivision (off Old Spring Hope Road, on left), Nashville, NC
UT of Sapony Creek (030302, 28-55-(5.5), WSIV NSW)
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 Mr. Bone:
You have our approval, in accordance with the attached conditions and those listed below, to impact 0.05 acres of
forested wetlands, 30 feet of intermittent stream and 4,000 square feet (ft2) of protected riparian buffers for the
purpose of constructing a water and sewer line crossing that will connect the existing Woodfield Subdivision to the
proposed Cross Creek Subdivision, as described within your application dated July 22, 2003. After reviewing your
application, we have decided that the impacts are covered by the N.C. Division of Water Quality (DWQ) General
Water Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows you to use Nationwide Permit(s) 12
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 2B .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, Non-discharge, and Land Quality regulations. Also, this
approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval is only valid 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). For this approval to be valid, you
must follow the conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Certificate of Completion
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.
2. Sewer Systems
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system
regulations.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919.733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.no.us/ncwetlands
Page 2 of 2
3. Water Quality Certification(s)
The proposed project must comply with all of the conditions of General Water Quality Certification(s) (GC)3374.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions
of the Federal 404 and/or coastal Area Management Act Permit. 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer
impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as
provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Tar-Pamlico riparian buffer protection rule as described within 15A NCAC 2B .0259. If you have any questions,
please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Ian W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3374
Cc: Mr. Mike Stocks, Stocks Egineering, P.A., 802-B E. Washington St., PO Box 1108, Nashville, NC 27856
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
DWQ # 03-0907
Date: 8/20/2003
mch
\p
1
M
Memo
TO: Cindy Karoly or Bob Zarzecki
FrMre Milo Stocks
CC: file
Daft 8/11/2003
Re: DWQ Project No. 03-0907
?y
Cindy or Bob, Attached you should find the following:
1. A complete set of plans is included for your review and comment, as needed.
2. Sheet C-1.1 is an overall site layout. It has 17.86 acres of common/open space area.
3. Sheet C-1.5 shows atypical residential lot and 'other residential' lot (Duplex) site detail. It also has
a Built-Upon Chart that estimates the total ultimate built-upon percentage. The percentage built-
upon is 24.19% for the entire subdivision.
4. Sheet C-1.12 has a blow-up of the Sanitary Sewer Line 'A' crossing the creek. It has been revised
to make sure the stream crossings are between 75 to 105 degrees with the centerline of the creek.
The creek centerline and top of bank location are from actual field topographical and location
survey. Wetland, Zone 1 and Zone 2 impacts have been shown.
5. Pre-cast concrete pier supports have been shown to support the aerial sewer crossing. Pier
supports are outside of the stream channel and the bottom of the pipe is higher than the estimated
100-year flood elevation. This elevation is shown Sheet C-1.14 Line 'A' plan and profile.
Should you need any additional information, please contact me.
Thanks, Mike.

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July 22, 2003
Nash County
DWQ Project No. 03-0907
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Dale Bone
6160 South NC Highway 58
Nashville, NC, 27856 f
F ?1
Dear Mr. Bone:
On July 22, 2003, the NC Division of Water Quality (DWQ) received your application for a 401 Wa?er ualit
y
Certification and Tar-Pamlico Buffer Rules approval for stream, wetland and buffer impacts associated with the Cross Creek
Subdivision Water and Sewer Line Crossings in Nash County. Insufficient information has been provided in order for us to
complete our review. Specifically, please provide the following materials so that we can complete our review of your
application:
• You have provided a plan view of the stream crossing with wetland and stream impacts showns, but it does not illustrate
the buffer impacts. Furthermore, based upon our observation of this crossing, it appears that the crossing is at a 62
degree angle to the stream (i.e. not perpendicular defined as 75 to 105 degrees). Therefore, the project is not exempt
from the Tar-Pamlico Buffer Rules. If the crossing is not perpendicular, then mitigation will be required for the Zone 1
impacts associated with the proposed work. We recommend that you review the project design and attempt to place
the crossing at a location perpendicular to the stream if at all possible. Please provide a plan drawing specifically
illustrating the buffer impacts and the angle of the crossing;
• The aerial crossing may cause destabilization of the channel by blockage of debris, depending on the size of the
stream. This may or may not be an issue as this stream is high in the watershed, but your application also notes that
the stream is five feet wide. It is difficult for us to tell from the materials provided if this will be a problem. Please
provide evidence that this crossing will be placed at an elevation sufficient to allow passage of debris through the
corridor;
• Please provide the impervious surface area calculations as requested in section XI of the PCN form for the subdivision
so we can determine stormwater requirements. 1 ? 4 `N)%
Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of Engineers
place this project on hold. Also, this project will be placed on hold for our processing due to incomplete information (15A
NCAC 2H.0507(h)).
Thank you for your attention. If you have any questions, please contact Cyndi Karoly or Bob Zarzecki in our Central
Office in Raleigh at [phone].
Sincerely,
ohn Dorney
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Jeff Harbour, 524 New Hope Road, Raleigh, NC, 27610
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), (httn://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
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
Coleen H. Sullins, Deputy Director
Division of Water Quality
030907
NCDENR
plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill sloes, dissipators, and bank stabillta4lorr o? tlj ? -
? Please show all wetland Impacts including fill slopes on the site plan. ?-
id
? Please Indicate all buffer Impacts on the site plan,
? Please Indicate proposed lot layout as overlays on the site plan.
(-p r
[3 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 QC
? Please provide detail for the stormwater management practices as required by QC
? Please specify the percent of project Imperviousness area based on the estimated bullt-out conditions.
-Cl Please indicate all stormwater 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
0 TWIMMO on the plane does not appear to be necessary. Please eliminate the or provide additional Information as to why
It Is necessary.for this project
:I Thls Offlce bellevbe 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 laiol?on the piano ?w can be moved or reconfigured to minimize the impacts to the Please
revise the plane 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 calculatlons to show that diffuse flow will be achieved through the entire buffer, if it is not possible to achieve dfffuse
flow through the entire buffer then, it may be necessary to provide stormwater management pfactlces that remove nutrients before the stomnvater .
can be discharged through the buffer.
they
The application fee was ineufflclent because over 150 feet of stream and/or over 1 acre of wetland Impact was 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, coples of the site plans and other supporting Information.
igation
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 prropoaed.
Please indicate which 404 Permit the USACE would use to authorize this project.

ENVIRONMENTAL SERVICES,,JlNq 7-
524 NEW HOPE ROAD -
a
RALEIGH, NORTH CAROLINA 27610
[phone]
July 21, 2003
Mr. John Dorney
N.C. Division of Water Quality
Z -9
Wetlands/401 Unit
0
1650 Mail Service Center _ %Q BUJ
Raleigh, NC 27699-1650
Re: Cross Creek Water/Sewer Line Crossing D,Y
Nash County, NC
John:
Environmental Services, Inc., (ESI) is submitting the attached application to NCDWQ for
a Section 401 authorization and for a buffer rule exemption verification. The proposed
project comprises a water and sewer line crossing of a jurisdictional stream and small
wetland area in Nash County, North Carolina. The proposed work is consistent with
what is allowed by Nationwide Permit 12 and General Water Quality Certification GC
3374. The project engineer has reviewed the conditions of GC 3374 and will comply
with all conditions.
I am enclosing all information that is being submitted to the Corps of Engineers as well
as the $200 application fee for NCDWQ. Please have your staff contact me with any
questions that may arise. I look forward to hearing from your office.
Sincerely,
ENVIRONMENTAL SERVICES, INC.
)YW&Lt11-
'Jeff Harbour, PWS
Senior Scientist
1 Attachments

T `a a
?O G
CIO r
p ?
Pre-Construction Notification (PCN) Application
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Secti
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Ru
O
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.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.anny.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end 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/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 some 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 also 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 the last page of this application).
Page I of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). 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/nwpfinalFedReg.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/ncwetlands/fees.htmi. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USAGE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. Dale Bone
Mailing Address: 6160 South NC Highway 58 Nashville, NC 27856
Telephone Number: 252-443-6011 Fax Number: 252-443-6746
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Mike Stocks PE
Company Affiliation: Stocks Engineering, P.A.
Mailing Address: P.O. Box 1108
Nashville. NC 27856
Telephone Number: 252-459-8196
E-mail Address:
Fax Number: 252-459-8197
Page 3 of 12
Ill. 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 arc
rcduced 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: Cross Creek Subdivision water/sewer line
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3810.1434.9053
4. Location
County: Nash Nearest Town: Nashville
Subdivision name (include phase/lot number): Cross Creek
Directions to site (include road numbers, landmarks, etc.): From Raleigh take 64 East to
Hwv 58 exit. Take Hwv 58 south. Turn left on Old Sorine Hone Road. Site is on left.
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. Describe the existing land use or condition of the site at the time of this application:
Site is currently undeveloped. Consists of field and clear cut area.
7. Property size (acres): Approximately 82 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Gust Branch and UT of Sapony
Creek
9. 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/ipaps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Construct a water and sewer line crossing that
will connect the existing Woodfield subdivision to the proposed Cross Creek subdivision.
The only available water and sewer service is from Woodfield. Water and sewer service is
not available from the main road adjacent to the Cross Creek site.
1 l . List the type of equipment to be used to construct the project: Typical construction
equipment, backhoes, etc. Mats will be used when equipment is in wetlands to avoid ground
surface disturbance.
12. Describe the land use in the vicinity of this project: The proposed site for the Cross Creek
development is currently upland agriculture fields and clear cut areas. Surrounding land use
consists of low density residential and commercial development.
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.
Not Annlicable
V. Future Project Plans
Arc any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
No future Section 404 permits are anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 5 of 12
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. Wetland Impacts
Wetland
Impact Area of Located within Distance to
Site Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
Number
(acres)
(yes/no)
(linear feet)
(indicate
on map)
Clearing and

1 temporary 0.05
}/-
Yes Directly Forested hardwoods
impact from adjacent
trench
* 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 darns, 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 tloodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: Approx. 3.5 acres
Total area of wetland impact proposed: Approx. 0.05 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent'?
(indicate on map) (linear feet) Before Impact (please specify)

I Temporary open- 30 feet Gust Branch 5 feet Intermittent
cut for water line
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us ,.o v. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topoozone.com,
)Kww.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 30 feet
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of' Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

Page 6 of 12
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond
local stormwater requirement, etc.)
(e.g., livestock watering, irrigation, aesthetic, trout pond,
: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
Impacts are being avoided and minimized by using an existing 40-foot wide drainage and utility
easement that runs between Cross Creek and the adjacent Woodfield development. The water
line is being installed underground. To minimize additional impacts, the sewer line is being
installed above grade and will be constructed on concrete supports. No supports will be placed
in the stream bed. The crossing is being constructed in a perpendicular manner so that impacts to
the stream are minimized.
The only alternative to this proposed work would be to create a new drainage and utility
easement. This would certainly cause more impacts to the on-site wetlands and would further
fragment the surrounding forested areas.
Page 7 of 12
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/ncwetiands/strmgide.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.
None Proposed
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/)Km/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? 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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(squWe4 et) Multiplier Required
Mitigation
I 400 j 3 NA
2 1600 1.5 NA
Total 4000 NA
Zone 1 extends out 30 feet perpendicular From scar 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 213.0242 or.0260.
No buffer mitigation should be required. The project as proposed should be exempt from the
Tar-Pamlico Buffer Rules.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
This information can be obtained from the project engineer.
X1 1. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Town of Nashville sanitarv sewer.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 21-1.0500) or any Buffer Rules?
Yes ? No
Is this an alter-the-fact permit application?
Yes ? No
Page 10 of' 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
None are known at this time.
C
/l 1106
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain.
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 1 1 of 12
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]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service ('enter
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
Telephone: [phone]
Fax: [phone]
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Beaufort Chowan
Bertie Craven
Brunswick Currituck
Camden Dare
Carteret Gates
Hertford Pasquotank
Hyde Pender
New I lanover Perquimans
Onslow Tyrrell
Pamlico Washington
NCWRC and NC Trout Counties
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Ilenderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison "Transylvania
Haywood McDowell Yancey
Page 12 ot'12
July 9, 2003
Ms. Jean Manuel
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Ms. Manuel:
I hereby authorize Mr. Mike Stocks of Stocks Engineering, P.A. to act as my agent with regard
to the proposed Cross Creek permit application. I also authorize the US Army Corps of
Engineers to review the project site if necessary. However, I ask that either Mr. Stocks or a
representative of Environmental Services, Inc. be present during any site visit. Thank you for
your cooperation.
Sincerely,
Dale Bone
Signature
0 03 Date
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ENVIRONMENTAL SERVICES, INC.
qq n 524 NEW HOPE ROAD
RALEIGH, NORTH CAROLINA 27610
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July 21, 2003 [phone]
Ms. Amanda Jones
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: PCN Application for Nationwide Permit
#12 Authorization for Water & Sewer Line
Nash County, North Carolina
Dear Ms. Jones:

Environmental Services, Inc., (ESI) is pleased to submit the attached Pre-Construction Notification (PCN) on
behalf of Stocks Engineering, P.A. of Nashville, North Carolina. This PCN seeks authorization to install a
water and sewer line that will serve to connect an existing subdivision (Woodfield) to a proposed subdivision
(Cross Creek). We believe that the proposed crossing is consistent with what can be authorized under
Nationwide Permit (NWP) # 12 pursuant to Section 404 of the Clean Water Act. The applicant for this PCN is
Mr. Dale Bone with Mr. Mike Stocks, P.E. serving as the authorized agent
The proposed work would be exempt from submitting a PCN for a NWP 12 if clearing in forested wetlands
were not necessary. Wetland impacts are less than 0.1 acre; however, because of the clearing, a PCN is being
submitted to the Corps.
Cross Creek is a subdivision that is proposed to be located on State Road 1 145 approximately % mile
southwest of the intersection of SR 1445 with SR 1700. Please refer to the location map attached to this
submittal. Woodfield is an existing residential subdivision that is located on SR 1700; separated from the
proposed Cross Creek site by a small wetland system that contains one stream channel. No wetland impacts,
other than these proposed for the water and sewer crossing will result from the remainder of the Cross Creek
development. The water and sewer crossing will be installed in a previously dedicated 40-foot wide drainage
and utility easement. The site plan as prepared by the project engineer is attached to this submittal.
Wetlands & Streams
The wetlands that occur in the crossing area consist of mixed hardwoods dominated by such species as laurel
oak (Quercus laurifolia), red maple (Ater rubrum), privet (Ligustrum sinense), giant cane (Arundinaria
gigantea), and green briar (Smilax spp.). 'Ilse National Wetlands Inventory (NWi) map for this area shows the
subject wetlands as palustrine, forested, broad-leaved deciduous, temporarily flooded wetlands (PFOI). This
usually indicates that the wetland is temporarily flooded after heavy rain events or during the wet season.
Other times of the year, these wetlands may be completely dry. The soils encountered within the jurisdictional
wetland are mapped Rains fine sandy loam, which is a poorly drained soil typically found in large flats and
along small to medium drainages.
14 ENVIRONMENTAL SERVICES, INC.

The steam within the proposed crossing is approximately 5 feet wide with a top-of-bank width of
approximately 12 feet. This stream is mapped on the United States Geological Survey (USGS) 7.5-minute
series topographic map (Nashville, NC) and in the Soil Survey of Nash County, North Carolina as intermittent.
The stream is a tributary of Sapony Creek, which is located approximately 1.7 miles south of the project site.
Wetland & Stream Impacts
Proposed jurisdictional impacts comprise approximately 0.05 acre of wetlands and 30 linear feet of stream
channel.
The water line will be installed by trenching and the sewer line will be constructed on top of pre-cast concrete
pier supports. Each concrete pier support will have a footprint of approximately 4 square feet. No concrete
piers will be placed in the stream channel.
Protected Species
Species with the federal classification of Endangered (E) or Threatened (T), or officially proposed (P) for such
listing, are protected under the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531 et seq.).
The following federal protected species are listed for Nash County (USFWS list dated 29 January 2003):
Common Name Scientific Name Status Biological Conclusion
Red-cockaded woodpecker Picoides borealis Endangered No effect
"Tar spinymussel Elliptio steinstansana Endangered No effect
Dwarf wedgemussel Alasmidonta heterodon Endangered No effect
ESI inspected the subject property for the presence or evidence of the three federally listed species for Nash
County. No evidence of either of these species nor was any potential habitat found within the project site. No
suitable habitat for the red-cockaded woodpecker occurs within the crossing area.
The intermittent stream channel does not provide suitable habitat for either the dwarf wedgemussel or the Tar
spinymussel. The stream channel likely does not contain flowing water year round and there is evidence of
significant siltation likely resulting from nearby agriculture and silviculture activities.
North Carolina Natural Heritage Program (NHP) records indicate that no known occurrences of protected
species occur within %z mile of the project site.
Alternatives, Avoidance & Minimization
The applicant is avoiding jurisdictional impacts by utilizing an existing dedicated easement and crossing the
stream at a perpendicular angle. Jurisdictional impacts can not be completely avoided by the proposed
crossing. No other practicable alternatives are available to the applicant that would satisfy the purpose and
need of the project.
A stringent erosion and sedimentation control plan will be implemented and monitored daily during the
construction to ensure no siltation or turbidity affects downstream habitat.
e
ENVIRONMENTAL SERVICES. INC.
Riparian Buffer Impacts
The proposed project is located within the Tar-Pamlico River Basin. Streams and surface waters that are
located within this basin and that are depicted on the most recent version of either the USGS quadrangle maps
or the county soils maps are subject to a 50-foot riparian buffer. The stream proposed to be crossed in depicted
on both USGS and soils mapping and is subject to the buffer rules.
The riparian buffer will be crossed in a perpendicular manner pursuant to the buffer rule requirements.
Proposed impacts to Zone 1 of the riparian buffer is approximately 2,400 square feet (0.055 acre). Proposed
impacts to Zone 2 of the riparian buffer is approximately 1,600 square feet (0.037 acre). The proposed water
and sewer crossing will be perpendicular and will disturb equal to or less than 40 linear feet of riparian buffer
with a maintenance corridor equal to or less than 10 feet in width.
Riparian Buffer Determination: Exempt
Mitigation
Approximately 0.05 acre of forested wetlands may be impacted as a result of the crossing. In addition to the
wetland impact, approximately 30 feet of intermittent stream channel will temporarily impacted by the water
line construction. The wetland impacts are temporary and the ground will be returned to pre-construction
contours.
The crossing may also impact 30 linear feet of riparian buffer.
No compensatory mitigation is being proposed by the applicant due to the small amount of impact and
pursuant to NWP 12 thresholds. Thank you for your assistance with this PCN request. Do not hesitate to call
Mike Stocks, P.E. at 252459-8196 or me if you have any questions.
Sincerely,
ENVIRONMENTAL SERVICES, INC.
Jeff Harbour, PWS
Senior Scientist
Cc: Mike Stocks, P.E.
John Dorney - DWQ
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.aryny.miI/wetlands/Pegp_at)p.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.mi]/wetlands/regtour.htm, or contact one of the field
offices listed at the end 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
Pen-nit requested. In some cases, written approval for some 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 also 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 the last page of this application).
Page I of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). 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/nwpfinalFedReg_pdf.
Processing times vary by permit and begin once the application has been detennined 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.htmi. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. Dale Bone
Mailing Address: 6160 South NC Highway 58 Nashville, NC 27856
Telephone Number: 252-443-6011 Fax Number: 252-443-6746
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Mike Stocks PE
Company Affiliation: Stocks Engineering, P.A.
Mailing Address: P.O. Box 1108
Nashville NC 27856
Telephone Number: 252-459-8196 Fax Number: 252-459-8197
E-mail Address:
Page 3 of 12
Ill. 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: Cross Creek Subdivision water/sewer line
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3810.1434.9053
4. Location
County: Nash Nearest Town: Nashville
Subdivision name (include phase/lot number): Cross Creek
Directions to site (include road numbers, landmarks, etc.): From Raleigh take 64 East to
Hwy 58 exit. Take Hwy 58 south. Turn left on Old Spring Hope Road. Site is on left.
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. Describe the existing land use or condition of the site at the time of this application:
Site is currently undeveloped. Consists of field and clear cut area.
7. Property size (acres): Approximately 82 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Gust Branch and UT of Sapony
9. Rivcr Basin: Tar-Pamli
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httloh2o.enr.state.nc.us/adm1n/maps/.)
Pagc 4 of 12
10. Describe the purpose of the proposed work: Construct a water and sewer line crossing that
will connect the existing Woodfield subdivision to the proposed Cross Creek subdivision.
The only available water and sewer service is from Woodfield. Water and sewer service is
not available from the main road adiacent to the Cross Creek site.
11. List the type of equipment to be used to construct the project: Typical construction
equipment backhoes, etc. Mats will be used when equipment is in wetlands to avoid ground
surface disturbance.
12. Describe the land use in the vicinity of this project: The proposed site for the Cross Creek
development is currently upland agriculture fields and clear cut areas. Surrounding land use
consists of low density residential and commercial development.
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.
Not Applicable
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future?
anticipated work, and provide justification for the exclusion of this work
application:
No future Section 404 permits are anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
If so, describe the
from the current
Page 5 of 12
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. Wetland Impacts
Wetland
Impact Area of Located within Distance to
Site
Number Fype of Impact* Impact I00-year Floodplain** Nearest Stream Type of Wetland***
(indicate (acres) (yes/no) (linear feet)
on map)

Clearing and
i temporary -4/- 0.05 yes Directly Forested hardwoods
impact from adjacent
trench
* 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 stricture 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-.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: Approx. 3.5 acres
"Total area of wetland impact proposed: Approx. 0.05 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent'?
(indicate on map) (linear feet) Before Impact (please specify)
I Temporary open- 30 feet Gust Branch 5 feet Intermittent
cut for water line
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
ww_w_usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www rnapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 30 feet
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
NA

Page 6 of 12
* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond
local stormwater requirement, etc.)
(e.g., livestock watering, irrigation, aesthetic, trout pond,
: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
Impacts are being avoided and minimized by using an existing 40-foot wide drainage and utility
easement that runs between Cross Creek and the adjacent Woodfield development. The water
line is being installed underground. To minimize additional impacts, the sewer line is being
installed above grade and will be constructed on concrete supports. No supports will be placed
in the stream bed. The crossing is being constructed in a perpendicular manner so that impacts to
the stream are minimized.
The only alternative to this proposed work would be to create a new drainage and utility
easement. This would certainly cause more impacts to the on-site wetlands and would further
fraement the surroundinu forested areas.
Page 7 of 12
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/ncwetiands/strmgide.htmi.
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.
None Proposed
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? 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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .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 infonmation:
Pagc 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* hnpac,t
(square feet) Multiplier Required
Mitigation
1 2400 3 NA
-- 2 1600 1.5 - NA
Total 4000 NA
* Zone 1 extends out 30 feet perpendicular from near bank of-channel; Zone 2 extends an
additional 20 feet from the edge of'Z,onc 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.
No buffer mitigation should be required. Me project as proposed should be exempt from the
Tar-Pamlico Buffer Rules.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
This information can be obtained from the project engineer.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Town of Nashville sanitary sewer.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211 .0500) or any Buffer Rules`?
Yes ? No
Is this in after-the-fact pennit application'?
Yes ? No
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
None are known at this time.
t?
// 1,906
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee ]redell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabamrs Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain.
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 1 1 of 12
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 M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
"Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management I3eaulbrt Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Ilyde 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
Page 12 of 12
July 9, 2003
Ms. Jean Manuel
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Ms. Manuel:
I hereby authorize Mr. Mike Stocks of Stocks Engineering, P.A. to act as my agent with regard
to the proposed Cross Creek permit application. I also authorize the US Army Corps of
Engineers to review the project site if necessary. However, I ask that either Mr. Stocks or a
representative of Environmental Services, Inc. be present during any site visit. Thank you for
your cooperation.
Sincerely,
Dale Bone
D A0, G . . Signature
at, 003 Date
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ENVIRONMENTAL SERVICES, INC.
524 NEW HOPE ROAD
RALEIGH, NORTH CAROLINA 27610
July 21, 2003
Ms. Amanda Jones
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
[phone]
Re: PCN Application for Nationwide Permit
#12 Authorization for Water & Sewer Line
Nash County, North Carolina
Dear Ms. Jones:
Environmental Services, Inc., (ESI) is pleased to submit the attached Pre-Construction Notification (PCN) on
behalf of Stocks Engineering, P.A. of Nashville, North Carolina. This PCN seeks authorization to install a
water and sewer line that will serve to connect an existing subdivision (Woodfield) to a proposed subdivision
(Cross Creek). We believe that the proposed crossing is consistent with what can be authorized under
Nationwide Permit (NWP) # 12 pursuant to Section 404 of the Clean Water Act. The applicant for this PCN is
Mr. Dale Bone with Mr. Mike Stocks, P.E. serving as the authorized agent
The proposed work would be exempt from submitting a PCN for a NWP 12 if clearing in forested wetlands
were not necessary. Wetland impacts are less than 0.1 acre; however, because of the clearing, a PCN is being
submitted to the Corps.
Cross Creek is a subdivision that is proposed to be located on State Road 1 145 approximately''/2 mile
southwest of the intersection of SR 1445 with SR 1700. Please refer to the location map attached to this
submittal. Woodfield is an existing residential subdivision that is located on SR 1700; separated from the
proposed Cross Creek site by a small wetland system that contains one stream channel. No wetland impacts,
other than these proposed for the water and sewer crossing will result from the remainder of the Cross Creek
development. The water and sewer crossing will be installed in a previously dedicated 40-foot wide drainage
and utility easement. The site plan as prepared by the project engineer is attached to this submittal.
Wetlands & Streams
The wetlands that occur in the crossing area consist of mixed hardwoods dominated by such species as laurel
oak (Quercus laurifolia), red maple (Ater rubrum), privet (Ligustrum sinense), giant cane (Arun&naria
gigantea), and green briar (Smilax spp.). The National Wetlands Inventory (NWI) map for this area shows the
subject wetlands as palustrine, forested, broad-leaved deciduous, temporarily flooded wetlands (PFO1). "This
usually indicates that the wetland is temporarily flooded after heavy rain events or during the wet season.
Other times of the year, these wetlands may be completely dry. The soils encountered within the jurisdictional
wetland arc mapped Rains fine sandy loam, which is a poorly drained soil typically found in large flats and
along small to mcdium drainages.
/ NP%
ENVIRONMENTAL .SERVICES, INC.
The steam within the proposed crossing is approximately 5 feet wide with a top-of-bank width of
approximately 12 feet. This stream is mapped on the United States Geological Survey (USGS) 7.5-minute
series topographic map (Nashville, NC) and in the Soil Survey grNash County, North Carolina as intermittent.
The stream is a tributary of Sapony Creek, which is located approximately 1.7 miles south of the project site.
Wetland & Stream Impacts
Proposed jurisdictional impacts comprise approximately 0.05 acre of wetlands and 30 linear feet of stream
channel.
The water line will be installed by trenching and the sewer line will be constructed on top of pre-cast concrete
pier supports. Each concrete pier support will have a footprint of approximately 4 square feet. No concrete
piers will be placed in the stream channel.
Protected Species
Species with the federal classification of Endangered (E) or "Threatened ('1'), or officially proposed (P) for such
listing, are protected under the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531 et seq.).
The following federal protected species are listed for Nash County (USFWS list dated 29 January 2003):
Common Name Scientific Name Status Biological Conclusion
Red-cockaded woodpecker Picoides borealis Endangered No effect
Tar spinymussel Elliptio steinstansana Endangered No effect
Dwarf wedgemussel tllasmidonta heterodon Endangered No effect
ESl inspected the subject property for the presence or evidence of the three federally listed species for Nash
County. No evidence of either of these species nor was any potential habitat found within the project site. No
suitable habitat for the red-cockaded woodpecker occurs within the crossing area.
The intermittent stream channel does not provide suitable habitat for either the dwarf wedgemussel or the 'far
spinymussel. The stream channel likely does not contain flowing water year round and there is evidence of
significant siltation likely resulting from nearby agriculture and silviculture activities.
North Carolina Natural Heritage Program (NHP) records indicate that no known occurrences of protected
species occur within %2 mile of the project site.
Alternatives. Avoidance & Minimization
The applicant is avoiding jurisdictional impacts by utilizing an existing dedicated easement and crossing the
stream at a perpendicular angle. Jurisdictional impacts can not be completely avoided by the proposed
crossing. No other practicable alternatives are available to the applicant that would satisfy the purpose and
need of the project.
A stringent erosion and sedimentation control plan will be implemented and monitored daily during the
construction to ensure no siltation or turbidity affects downstream habitat.
i,
ENVIRONMENTAL SERVICES, INC.
Riparian Buffer Impacts
The proposed project is located within the Tar-Pamlico River Basin. Streams and surface waters that are
located within this basin and that are depicted on the most recent version of either the USGS quadrangle maps
or the county soils maps are subject to a 50-foot riparian buffer. The stream proposed to be crossed in depicted
on both USGS and soils mapping and is subject to the buffer rules.
The riparian buffer will be crossed in a perpendicular manner pursuant to the buffer rule requirements.
Proposed impacts to Zone 1 of the riparian buffer is approximately 2,400 square feet (0.055 acre). Proposed
impacts to "Lone 2 of the riparian buffer is approximately 1,600 square feet (0.037 acre). The proposed water
and sewer crossing will be perpendicular and will disturb equal to or less than 40 linear feet of riparian buffer
with a maintenance corridor equal to or less than 10 feet in width.
Riparian Buffer Determination: Exempt
Mitigation
Approximately 0.05 acre of forested wetlands may be impacted as a result of the crossing. In addition to the
wetland impact, approximately 30 feet of intermittent stream channel will temporarily impacted by the water
line construction. The wetland impacts are temporary and the ground will be returned to pre-construction
contours.
The crossing may also impact 30 linear feet of riparian buffer.
No compensatory mitigation is being proposed by the applicant due to the small amount of impact and
pursuant to NWP 12 thresholds. Thank you for your assistance with this PCN request. Do not hesitate to call
Mike Stocks, P.E. at 252459-8196 or me if you have any questions.
Sincerely,
ENVIRONMENTAL SERVICES, INC.
Jeff Harbour, PWS
Senior Scientist
Cc: Mike Stocks, P.E.
John Dorney - DWQ
¦ Complete;kems 1, 2, and 3. Also complete
Item 4 if Restricted Delivery Is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailplece,
or on the front If space permits.
1. Article Acklmseed to:
Dale Bone
6160 South NC Highway 58
Nashville, NC 27856
DWQ# 03-0907 - Nash
2. Article Number
(flans from a wvlcs kw -
3S For 8811, August 2001
A.
X J? 13 Agent
_ ? Addresee
.;?Ived by (Ptinted Name) ''d Date of Deliver
D. Is delivery eddrees diHererrt room Item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service lype
O'rtmed Mau
? Registered
? Insured Mall
4. Restricted Delivery?
? E4press Mail
eturn Receipt for Merchandlat
Fee) ? Yes
7002 2410 0003 0275 1802
Domestic Return Receipt
102585-02-M-154
UNITED STATES POSTAL SERVICE
First-Class Mall
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division oil' Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Postage & Fees Paid
USPS

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CROSS CREEK SUBDIVISION
C - 1.1 CONSTRUCTION PLAT CROSS CREEK COMMONS
FUTURE
C - 1.2 CRESCENT MEADOWS PLAN and PROFILE and GENERAL NOTES
C - 1.3 CROSS CREEK DRIVE PLAN and PROFILE
CROSS CREEK 12 or 16 INCH WATERMAW
C - 1.4 CREEK DRIVE PLAN and PROFILE
C - 1.5 TRINITY DRIVE PLAN and PROFILE (STA 10+00.00 - STA 17+00.00) C - 5.1 16-INCH WATERLINE (STA 10+00.00 - STA 42+57.02)
C - 1.6 TRINITY DRIVE PLAN and PROFILE (STA 17+00.00 - STA 30+81.87) C - 52 16-INCH WATERLINE (STA 42+57.02 - STA 53+10.0)
C - 17 COMMUNITY CIRCLE DRIVE PLAN and PROFILE (STA 10+00.00 - STA 24+OO.C~1 C - 52 12-INCH WATERLINE (STA 53+10.00 - STA 69+19.17)
C - 1.8 COMMUNITY CIRCLE DRIVE PLAN and PROFILE (STA 24+00.00 - STA 33+35.54) C - 5.3 12-INCH WATERLINE (STA 69+19.17 - STA 83+00.00) O
C - 1.9 GUST BRANCH DRIVE PLAN and PROFILE (STA 12+32.39 - STA 19+00.00) i
C - 1.10 GUST BRANCH DRIVE PLAN and PROFILE (STA 19+00.00 - STA 32+00.00) OLD SPRING HOPE ROAD IMPROVEMENTS
C - 1.11 GUST BRANCH DRIVE PLAN and PROFILE (STA 32+00.00 - STA 46+00.00) C - 6J OLD SPRING HOPE ROAD WIDENING and
C - 1.12 GUST BRANCH DRIVE PLAN and PROFILE (STA 46+00.00 - STA 48+76.69) PAVEMENT MARKING PLAN
C - 1.13 BRIDGEWAY ROAD and MEADOW COURT PLAN and PROFILE
C - 1.14 LINE 'A' PLAN and PROFILE OLD_ SPRING HOPE ROAD IMPROVEMENTS T-
C - 7.1 CONSTRUCTION PHASING PLAN Q
CROSS CREEK _CROSS SECTIONS
C - 2.1 CRESCENT MEADOWS DRIVE L~ a~~
C - 22 CROSS CREEK DRIVE N~~
C - 2.3 TRINITY DRIVE OWNER/DEVELOPER C7 v~~
Z =vim
C - 2.4 CROSS CREEK COURT, MEADOW COURT and BRIDGEWAY ROAD BONE PROPERTIES, INC. H ~ Q o
C - 2.5 COMMUNITY CIRCLE DRIVE 6160 SOUTH N.C. HWY. 58 ~ a"~
C - 2.6 GUST BRANCH DRIVE (STA 13+32.50 - 34+50.00)
NASHVILLE, N.C. 27856 W
C - 2.7 GUST BRANCH DRIVE (STA 34+50.00 - 49+50.00) W CONTACT: DALE BONE - PHONE [phone] z
H
EROSION and SEDIMENTATION CONTROL
C - 3.1 SEDIMENT and EROSION CONTROL PLAN for CONSTRUCTION PHASE ONE w w 0-1
C - 3.2 SEDIMENT and EROSION CONTROL PLAN for CONSTRUCTION PHASE ONE W W ~
CERTIFICATION 8r THE TOWN MANAGER THAT THIS CONSTRUCTION PLAT WAS to APPROVED BY THE TOWN COUNCIL ON Z co 2003. ( n
C - 3.3 SEDIMENT and EROSION CONTROL PLAN for CONSTRUCTION PHASE TWO N J O co
C - 3.4 SEDIMENT and EROSION CONTROL PLAN for CONSTRUCTION PHASE THREE Z N
TOWN MANAGER N U 00 3oz
C - 3.5 SEDIMENT and EROSION CONTROL PLAN for CONSTRUCTION PHASE FOUR
C - 3.6 SEDIMENT and EROSION CONTROL DETAILS 0 bi CERTIFICATION BY THE PUBLIC WORKS X 5 DIRECTOR YHAT THIS CONSTRICTION PLAT
MEETS ALL APPLICABLE TOWN STANDARDS. D] 5
C - 3.7 SEDIMENT and EROSION CONTROL NOTES (A 4~4
00 0_ z PUBLIC WORKS DIRECTOR
COVER

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1x5.0 ass, ~ ~ TORSOIL UNCLASSIFIED FILL TOTAL STREET ww w
Oq LIFT STATION 1 ~~00. ~ ~ o.e i38s - PG. 713 k lF / 1 ~ rRACT ,17 ,fig OO ~V I RQ ~ , ~p~ ° °SALL!: F eRASWELL" ' q E pCK (CY) CUT (CY) (CY) LENGTH ~ ~ ~ ~ 1 R SE~ , S S ~ u
0 0 i S,q 17 i EwsnN R9- 1e - P~• as`; .60 1~~ ~ ~ Oo zl i c rowN uMir N t,, '0,~~ BUF~~~ ~ K R. 536 1759 75 1,154 LF u~iw ~ N CROSS CREE D ~ a a ~ ~
'GUST BRANCH ~I 1 P~'1 ozz ~ ~ • ~ QP-~ CREEK ROAD 265 537 29 596 LF ~ ~ ~ o w
, GUST BRANCH , 'ti ~ < + 19 ~ ~P 5
wl 1 r1 I ;;/L RUN 1S PROPERTY LINE •~'J p, ~ I ' ~i I WI I / 60 DO' \ 5~/ ``~o, p ~ ~a~' 04. 1RINITY DR. 737 3897 100 2,045 LF ~ ~ 5~/ U 0 0
NORTH CAROLINA ~I I w ! ,569. •Op• / \ SITE bg ONE-CALL CENTER F1 I ai I ~$y1, ` ~Z6.00~ „ o 7 MEADOW CT. 125 204 33 201 Lf ~ F o ~ o
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s e~ s W r i BERT PROPERTI ~I f N 6 26:19 ; z~ - A.,19y _ _ _ - d. ~ 00 ~ 8' ~ ~i I ES, C.L.C. ~I ~ _ ~ 20 \0h ,o `so.°a 12~ tg.E i' C 28 ro' ~ 'o ~s ~ GUST BRANCH DR. 4358 4469 964 3,607 LF 00 _ • a
G\\ >j zl i ~ °I ,rv! b't - 0' ~ ,S y 1'efA ~ " C~iMON OPEN ~J8' ~5 6 ~ ~ CRESENT MEADOWS 518 1115 197 629 ~ o y4 42 ~ ~ r~ ~ s Q I
°y bl ~ Q i 50 _ _ - ~ .COMMON/OPEN , 121 _ - - r AREA kti 3A- 1 a1 , 74 S.F BRIDGEWAY ROAD 42 114 10 276 ~ ° c o 4 4. 1 Ac• -
i al QI 1 _ AREl~ 7 ~ . 1.127.73' I 1 0l I tJ5 atg~ 2.03 Ac• ~ , , a° r ~ ~ -ROGER` & MARY MARKS - ~ ~ Mg a ~ ~ rn COMMUNITY CIRCLE 1090 4162 580 2,336 I I
r _ J L _ _ 20' DRAINAGE ° 1 I 1 /s66) 110 09 t n 26).. 'o, ~ ~ S. '..~OE P., 00 Z
unurr "I I N2306'41"W.: z7 a C a LOC,M ~JV/. Si~~~CII _ _ EASEMENT " ! = _ _ _ _ , ` ~ O , ~ r - - _ _ _ _ - - _ _ _ I I 37 OL7 40' DRAIM. & g4,33` ',a u~: ll.S.~S.~ ~ i 1861 S.F. ^ . ` 120.60 ~ 5 TOTAL 8671 6257 1988 Q J
~ I - ~ -'r L--------`I' _ un~. EasM'T _ o. E l t2 ; - J - a 0 1 ~ 9 CUT FILL VOLUMES WERE TAKEN FROM ROADWAY DESIGN 57 0 d`1 t, , rn / '~i ~ \ ~ G. o PROGRAM. THE CONTRACTOR IS SOLELY RESPONSIBLE fOR
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R 0 1 28' FF (ALL OTHER STREETS} 1~ ~ 97. o 1192a .F ~ 24" ' R 101 ~ . \ \ i' 6 7. 10 S.F. Z.~.4~.zE~ ~r ~ \ d ~ O PROPOSED ~ ~ O ~ ~ 23 rni~ 12 rn , 0 a c^ \ ~
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~ ~ > 9ti a ~ ~ s COMPACTED SUBGRADE -PREPARE ~ ` ' 0 ° ' 8'~ i0. 'Iy ~ ~ 7.ig9 S.F. 1 / d,ia. c,OR~~j P~ f.EO ~1' ~ C 14 8 E ~ R 0 ~ 0 5 5~ a~ ~5 E
IN ACCORDANCE WITH GEOTECHNICAL ~ ~ os 10 o ° > S\ O 52 100 aa' \ m ~ REPORT, IF AVAILABLE. • ~ m. ~ rn' / h\ ~ 7 981 S F. ~g0 N, G~'P LO ~tEES ~I~B 0 n ~ 0 q`L ~ c~ A~ S 5 1p500, .rn ~ ~ y ~Zti iG ~0~ i''0 35 a t\'\ ~15
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tx ~ o 0 13.7aa s.F. ~ AREA ° RB CROSS SECTJDN 6 ~ I A STANDARD 24 CU 0 c;oMMON oPEN ~.ss _ 0 o , 7.Ob5 SF, JS 6151. 6.958 S.F. 10. ~ti?' ~ 7.388.5,x, 'O ~1 6 ,j 1 18 a ~ rn
NCT TO SCALE ~ ~ ry, / 1' 83.41 °Op' ~p , 8.517 S.F. ~ ! ~ AREA a3 n a to ~ 's ~ ~ ~ i 35.6f!' rn~ / ~ r ~ 00 / 1 ~ '0'688 f. E ~ ~ ~
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d" ,.,4 , S. S,, rn O~` N O 3a 4.4~F 4.5925.);. ,e 'n a •a' in ~ 'O ` ~ v m ? 1 97 .F. i 6.678 S"•F• P~1124.53` S~ 0 g j 6 24 ' c>7 `fl. 4.5925.E. 2 ,,6? ~ ` t5' ~ s~9. s.
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D . ~ m ~ ~.,erro - ~ / 2s w rn o 1 O o. ~ r~ - ,4 ~ ~ Y i~~a.99 - i w 9I R , w , _ ~ _ D ~ P~. 1 , .,O_ ~ 14,5)_ ~,C ~ d ~ \ ? tLe`% r ~ ,'r.. 4-F. ~~P m "1 w r rn 27 q ~ ~~R
J• ' / e O ~ ~ 1 1 ~ is 1 (32 0 ° N ~ 1 1 .F. ~ V 'l0i (6 ~ c ~ N.,~. 1~n ~ ~ (31 ~ ,o
~ • ~ _ _ _ +r$r ORO~-w,>~3, , r~, 7.031 S.F. ; \ 0 ~ ti°i Site Charactenstlcs: 1~~ J13.3a. ~ ~42~~w-----~._ ~ ~ ~ , F • ~ ~ _ C ~ ~ o o : P. 6.38 S n5~~ ~ ~ o 1404 SF n 7.037 5•F. / ~ ~1 F 10.295 S,F. 913• 2 S.F. N. N qP
,1r w¢ Z76,Og 1~ i a \ 7.55 S. c 6 1. Total Tract Acrea e: (81.37 Acres o NW~ s1 Wi ioi. - ' 'ooo'. j o A 9 ~ Q N 0 0 ~ I~ 4s m, ~ o v 1 ; ! ~ e ~ ~ 115.95' ~ oio ~ SR ' ~ 00 s 6.405 SF. 43.66' 0' . ~ 26 9,fl RT,
2. Linear Footage of Streets: 3,446.48 linear feet ~ ",4'8.194 S.F. ° 1° Z J aJ~ , ~ to `'s' 7 ~ ~ / c a 2 4 n ~ 0 , d• X00 ~ .rn ~ 86.18' 4$ 4 11A J ~ B 9 7. 38 S F N`~. ~ Cg~ 47 I , 67J2 727 BS.~ • 1 13 ~ ~B rn N. , 0 ~ 0 s /
Lot Count: 244 Bu1ld,ble lots W Ia~ 0 3a _3 0 7.0585E , 3. Proposed ~ / ~ a 0 7 7.5 S S.F• , ' 1 .F.: ° tin - ~ ~ ° ~ S ~r I ~,0 I ~ 87•~ ~ • y, ~ §~3>S SF , v°-~ ~a1s. _ 1Q.ll25,e. ~ 15Q?"` ~rna.
6 Common/open areas ~ ~ 1b „ ~ ~ W~ ' 3 v - E v ~ r ~ ~ 4r ~ ~ ~ 000 , ~ ° e ~ ~ ~ 0 0 ~ a° o- ` ~ 4 .i, V 0 4°,~ v 7 ~ ..110.00'....._. I J , ao `'o, s. v1 ~ '~J 1 1 ~ r 3 d4 11? r , SB 25 EQR r111? R? 0 ~ •RL- ,v ~ ~ o 0 0 9y J 0 G 50 00 ,1rn~ 6405 .F ' O; 0 0 645• 8 S.F: p7.200 S.F. p ,,h9 9199 S.F.
250 Lots Total ~ t 3 - ~ a ~ m ; F " , 1 I ~ COMMON/OPEN 0 ~ ~ m i ~ ~ ~ ~ 05.0p' > a~+ J 19 N R A j g33 S.F. ' ir1 6 1 \ 100' ~ 7.50 S.F. o r ~ rn 4 ~r1 as t o +n' ~ ~ , o. s • o POOL
~~N ~ O AE a . 4. Zone, R-10 WS & R-6 WS , , ~ o I 8.220 S•F. ~ ~ 35 a O ~'A 2 97 Ac p ~1 .-3.~.1i I s 0 , c, x' ~ a 1 I 0 7094 S•F. a / 'a U` O ~ ~ > 6.490 S.F. " 10, ~ o ~ ~ y~ L4~4~.E. ~ ~ ~1z„ a.N.•r,
• -1 I s er and R- i uI' r ~ oaoo' c 9 °o 5. Minimum Lot Slze. 6,000 SF (Applies to R 0 C u t 6) , ~ ~ 7.771 S.F. 1 t ~ . s, ,10. r ~ ~I ifl ~ ~N ~ 10 ~ rS, a z sy ~a ~ G n I: s rr. 00 1 ~9 ~ ~ ~rn i^ 57.74 53. 6 0 6. , s ~ < N, 0 ~ ~l° 6383 S.F. 70J2" 32~_ ~F9 A( G" ~ ~4 11 101nq ~.F v` 1n
6. Minimum Lot Width: 60 feet A lies to R-10 Cluster and I;-6 ~f-`' „o.oo' ttop0 ~ ~ ~ S q1 I _ ~ ~'°°'uo I ' 0 ~ rve57e. -1a'E S r3~. 6,999 S.F. S, S F ~ ~ ,
7. Townshl :Oak Level ~ al-, ~ zo w ~ P ss .....,teas ~ n 0 en Area. 17.86 Ac. Dwellln s not ermitted uk thes areas m ~ s9. OB S.F. , 1~~ 8. Commo / P ( 9 P ) ~e ~ e.2zo s.F. + ~ 3s , ~ , - Z~02 S-F~ ~1 u n n0' , ~t ~ ~0 7\ i i > i .105 _ _"12b.15' A2 ~ ~rn ~ 'I ~ _ ~ i m m ~ ~ Sv ,0 9 ~ O 40 ' / ~ '~~~'11 1
I~ o u ~ n~ s.i`. ~ ~ ; a 11e.cao' _ ° ~ ' ~ 4 ? ~ ~ ~ a. 6 6 v! / X05' ...110.00' ~ III ~ ~ ~2` ro ~ 88. ~ a ~ ~F9, ~1 , ~ m ~ ~ ~ _ I~r 66 596 W ~ ~ I ~ `t 5 Z14~i.E. A 1U 2' i ~2. , , G?
_ O a~, ° 0° i 110 P ° . R-10 Cluster R 6 ~ ~ r ~ ~10 zi "N. ~ 1 G m ~y~ ~ . , i l~ n r i 't ~ c, m~~ 9 I" 1 s m ~ i 100.00' 4 j1 / ~ ~ ~ 7.750 S F•` 2 ~ 99 Q50 2? _ ~ Z
r ~ Sp. 110 ~ rn 31 c. 0 "1 4 .F. 9. Minimum Buildin Setbacks: Front 25 Front ~ ~ ~ a9 ~ ~ ~s g ~ 5 cs ,o 7 314 .F ro 58 ~ y 11 .N ~ 7.252 S.f. ~ 2g• 7 Qg4 S•F• r_~ m I~ 100.36' ?O ' rn 50 ~ id > i ro ~ (50 F ? ~ ~5. ~
Rear 20 ~ Rear .'ki ~ ~ 1 ~ 8.220 S.F a o. ~ ~ ITO ' ee ?9g9 N 0 3 1n ~ ~c ,o gN (2 Gp ~ rn. ~ 1T 6.430 S.F 3 10 a J \ ' ~ OO , n 0 0 rn v 6.948 S•F• b 1. t ot" 0 "1 JJ 77 5 U , 1
h 7,624 ~S.f. ~ s , 4~> ~ °0 Side 8 Slde r~ ~ .o , G 0 11°. ~ tr ~ ~ h i 0 s 1f' 'L ,o p S9 4 F. o ,D ~1« A ti~~ as ~ ~ . , 3 I ~ 6.092 S.F, rn n t 11 S F. ~ 0, ,1 m n..
Side Street 12.5 Side St. ~~et 1~.5 ? ~ s~, 1,;,1 ,m ~ zz : N- ~ zoD s. 7064 S.F. 1 ~ n ~ _ e o. o I~ ~ -s ~ POOL z • l 3 I 10~0 3 1 9 13 ~ O• '4
PROPOSED 1 e ~ ,o°o~ ~ s i~~ ~E. ' ~ Z.114~.E, 2~0 ;o ~ EXCEPT LOTS THAT ABUT EXISTING LkrIS ~ ~ 'STORMWATER 57 ~ 3$ ~ 1'- 6 0 °o• 0^. Oo. 1~A 7 7 1 f. _ 4~1 ra BB 85.46' 84' 36.16' 6 0 .F r., P ~ 8 _ ON ~ ~ az' ~ ' 0 0 / 0 Y r ~ 1 ~ a 89 99.2!' E \ ~O rn ~:i5T.. Q.
OLD SPRING HOPE ROAD SHALL BE FEET. POND $.220 S.F. s 82 1 0 6.919 S.F. ~ ~ ~ > 75~3..~:E' ,8 m ,;ho.OD' . of o. 6.1 1 S.F, ~ e l P . C`l ' ~ -
~A~ ~ ~ ' 2 ° 1 3 N O > v'~. \ X04° ' J r iZB SF.!, F 7,103 ,F• : ` 13 -o g°5 1~ 9 ~ 50'R/W 1 ~ S 00 GG , ~i 7.889 S.F. srn. ' /vW r o 0~0 ~ 9 ° 4• 00 to ~ s._\ ~ d 21 ~ r C' O ~ ~ lg~ /J ~ h z f'1 ~ 100.05' ~ h 8 rn In
~.R>a 1 N ..100.° w ,tA` I.T 31• i °~O 05 1~ ~ i o 8.589 S.F, m 0 6.027 S.F. U1jU ,~h a I: 258 S•F• ~ ~ Ul m i N x h 8.843 S F ~ 9 rni FASk,T o ~ n la ? 0 S °j I
` 56 m ~ 1 6 O O F 0 G. ~ , , 26 'o ~ 00 15' U CURVE TABLE iQ, ~ S.F. 39 , i o ~ 100 00 v ~ 3`- ' 1°~° > ` 0 0- t ~ 62' AS?1 V o ~ 0 \ 0 TIL ~ r. ~ 0 ,!S G O 15' U~, 4 h'j JJ\ \ + 3 Z.4~1_.5 F w1 t I N _ _ ` 8' 0. qa 15 ~ }g h0 cP ,
CURVE LENGTH RADIUS DELTA TANGENT CHORD DIRECTION CHORD ~ ~ °i r 2a o ..6'820 S'F: `~9 ~ o 06 i ~ ~ 92 0~` c 19' ~ ~f f ~ 72.24' ^ 64' i6 S'F' SO 1`-Y - 98p,S• 19 ? ~ ~ .75, I V~ L1Z€_S.E 9
Ci 204.27 500.00 23'24'28" 103.58 SOS'5T40"E 202.85 • ~ a 130. i a 1 N` 1.21ZS1., ° 0 ~eP~ pg O7 0 Sp QS, 0 t'lll R~~ ~ 6S ~ 12 ~ ~ ,1 g0• =a Z, ~0 i Sgl, R7b'T1"tY ~ 6', 0 50 18.,51. S_,F
C2 3,22 500.00 0'22'08" 1.61 502'55'38"W 3.22 o. / ~ . i 27 C. ~k o~ 4,~2~,f.,' ` Z.2~a~` ~ ~.E'~ y2~ 7~~,J 0 C3 54.38 400.00 T4T23" 27.23 N00'4T00"W 54.34 ~ \ O pEp i~.~' ~ '`~s ' 4 " 6T' a66~,°O ~ ' i 0 - C7 588'29_?1'W S ~ ti s, ' A' 4g' 0 45 ~ N Quo ~ 8 - 00. AS 0 1 I / o ^ry c~ \a i n2 , s~• 50 i .T3• I S~ , .rn /
C4 151.46 400.00 21'41'43" 76.65 N15'31'33"W 150.56 r~' 1jo ,''off, 8.669 SF• f CRO~StRrAN °0;0°+ , , sd.. ~j ~ ` .9$ ~~~e 1329 ° G s ~ O 'i \ / WAIN ~ . 2 281" fAg,117 93 / 20 rn. : L , 20 rn. ~0' : 18 ~ ;3 , 0 _ 0 ~ V ~ J $4S>~S,E. , ~ a a~, ' 19 .03,, ,r. /
C5 104.92 340.00 '1 53.00 516'21'17"E 104.38 ~ a P ~ ~ 0 2002 6 ~ ~~,y Dpi ~ ~ 9y~s v g~ `i40.~' k 619 SF y;e~'Y., e - 8. °o ,4.?1¢ S.F., C6 fi1.16 200.00 1131'19" 30.82 562'18'46"E 60.93 d~ e- ~ m a`~ 9.4525.F. ~1 \ o h ~ 62 /SSS ai, > 21 0. 26. 16 S.F.. S 236 S.F. ~ ~ ! ,y O x70 SDE 125.63' o , ~ ~ ~ `.88, cq 3, 7150 S.F. o v~ I . w. , i.- O Sd B~ w ron; o~ -X1 I ~ 0 ~ BB. 9 11 4• ~ /12 ~ / ~ o ~ i I ~ o .0 ~ 0 9 n 0 w• 1 18 , 131
C7 71.34 200.00 20'26'12" 36.05 S81'1T32"E 70.96 q6', , ' s \ 0~' ap O • 3 11 o ' ~ 0 \ 0 d9_ . 0~/ . °0 0 7 3, 29 S.F. °0 Oa gee i ~ ~ o ry. 66 1 1~5 S.F. ~ n . µ6 R
6 C8 151.52 125.00 69'2113" 86.64 N56'47 02°W 142.42 ~ 1 " ~ " ,OJ ` 63 ~T ~\;'x'616 S'F. / o' COMM~I/01'fN ti'? ,~o° 26 55,53 5y 59 'oo °o. . , 6~. ~ 0 ~ In 1 y 68 P ~ r I ~ ,11.032 &F. "30 ~OJS~- p0 ~ c0 ~'+t n ~ . e 9 6 Z u? K A ~ I • : s ~ ~ -I i-x -I a P I S ~S !'e ~ o i ° 1 80 F. s ~ o y a ~ 19,/ / So 0 (31 OJ ~
C9 101.15 300A0 19'19 O6 51.06 N28'35 07 E 100.67 1 , 9.279 S.F, g1~ ~ d ' A k T / 55.53 2 ° ,Tg ~p55 a ~0, , ~ ; 0~. ' RE ~ , Y . 6.939 S,F.- 6 _ ~ ' o. 13. ~ i C10 170.63 300.00 32'35'16" 87.69 N54'32'18"E 168.34 fl , Ac. ~ o _ - 0 7 76, i S.F• ' 0 5 _ X05 6' ONE-WAY m +s. s. 90k ° V S G ~I. ~ ~i%
Cif 220.29 596.19 21'10'15" 111.42 560'14'48"W 219.04 k'1k• a >i 6 oRq~o ~Pgr ~ -2 23 o R'1 532 8,11 z_' CA 1 ~ Q N, 00, 6 tit e6' o ~ o o `a O o. ~ 6 0 i L SIGN TO THE N N EP ~ M i 934 S.. ~ S bI ? ~ / i d• ~ Ol ~ 60? 168• 4 S'f' ; 0 0 „-RIGHT. ^06 ~ ~ QR~IRGP ~ RC `J 5 . _al i V ~8 1~ ~ ^ / ,a 2 X18 ,T 00 SO I ~~07 d N
C12 149.01 150.00 56'55'05" 81,30 N66'13'09"W 142.96 ~ ' S2 'oo, ` 1<gti ~ ' ~s 1 1 F ~ ~ 11 11 ~S- " 6.939 S'F' 24 ° '`4J2Z5.E ,gt' R.6 ~ 'o ' 1 a 501A 4 9~ ~ ~ ° 0 0 1. ~ 1 1 4 7.41 2 4. 0 1 S.F. 6~ S 0~ ° ° 1 5 ~ C 3 280.39 05.00 3 N65'44'18"E 0 2 y a. a~ 1,P j ~ 9 to ~ 153'00'12" ~ `$552_S.E: ~ 9 .F.. - $ 0 s, ~G 9 KEEP : 5k' ~ s 0 q s ~ I \ N ~ ~ > a 6 D, 0 G I tf2 ~ 6, S RIGHT. 9 p '7 4gP , i rN 18 G a~ Op ~ O to 1N 'Sg r SE 0 N N v
' i, J~~ ~ 86 3 ~ 8 969 ,F. C14 169.07 300.00 32'1124" 86.85 N26'54'30'W 166.84 / ' 0 SIGN a 1 `fl. 00. ~ OPpti. 5~1 / / i'k ' u~ 8 969 .F. m 7 4 .F. ~ S PdF
83 C15 14298 165.00 49'38'54" 76.33 518'13'45"E 138.55 ~ ~ ~ 1a~ 1° a2 0 e~ aob ~6,9" t5 N 0 0` / 6 0: q 86.89' S 0 ~ ~S ~ ~ r~if ~A 'A 9.841 S.E A~0 ~ fS0 QSGR x2. s , SEE o NF i~~ 3 ~ , W .W_J P ~ \aj s,.'1' v a 11.603 S,F. 0 fig a~~ Z G r~ tl Z
C16 144.07 165.00 50'01'40" 76.99 N16'25'07"W 139.54 ~0a r 00, 6h' , ~ ~ 7.925 S.F. ~ S.F. EP~' / ~ > C17 174,72 325.00 89.53 172,63 ~ 51 0 3 > '1 30'48'10" S28'Ot'53"E h / ' 43 °o. 1259 14 91} rn. P`~ ~sA ~ ' GENERAL 2' rn ~ OU / ~ ~ SU1 i rn,,NOTE ~4i h ~ ~ ~ v 0 ZNOR 29 ~ ` . - _ Q 7C ~
C18 181.41 350.04 2g'41'S1" 92.79 N2T28'43"yy 179.39 ~ y ~ ~ '.'8794 S.F. s. 3~ t' ! c, 8.030 S•F, ' " ~ \ o. _ ~ -~~..e~~ ;o ~ , w - I~ ,~1 Is ;:.,A6. 3 i H zdo
C19 23.83 350.00 11.92 23.82 Z ' ~ ~ 15" ~ ~ t3 , 1° 3'54'02" N44'i6'40"W o ~ 0 1 -Z 0 0 N , 4q V~ ',,p~ i ~ ~ X10 ~°0 ~ ,:..108.4?' ~ 9 41 s SERE Z~ 1 1 V,> Jj. ,ir` 5 EP i~ ~ ti !0 ry. ~a G 5 f ~ ,
Ili^_ , o~ / 0~ oo_ 69 „ ~ \ \~q ° 16. C20 106.09 350.00 1722'02" 53.46 S3T32'40"E 105.68 ao' ' r. ' .n3 VJ m ~~i $.998 S.F. a0:' 0 _ ~a.ea ee ...e ~ ."_2.. ,rC4- ~ ~ rn 1 ~
C21 58.54 800.00 4'11'34" 29.28 S58'51'46"W 58.53 44 , „ " 4, ro 50 5 q0 6 rn cA ~ , ~ ~ ~F9 - i ,SOE 4 _ _ - % ay., O SOe tNU Woo
C22 95.25 800.00 6'4917 47.68 553'21' 1 W 95.19 O 8 O, 3o $.F_ 65 56 t s s sy. , 6' 105.5 C23 179.89 400.00 25'46'01" 91.49 N62'49'42"E 178.38 8,182 S.F. y y cr gg. 836 10.763 S,F.
C24A 27.76 20000 7'51 08" 13.90 N79'41'17"E 27.74 h ~~o ^ .9.081 SF.. ?
C24 286,40 200.00 82'02'52" 174.00 S55'18'43"E 262.55 1p.00'9^E y 'r o~ ro~ej a5 ER ° $5 ? aj s 18~ i , r T LEGEND ~j- to o 17 OWNER/DEVELOPER TO RESERVE THE RIGHT TO
C25 314.16 200.00 90'00'00" 200.00 N59-17'1 7"W 282.84 3 N81 '26'1 ` MERE h 7,828 S.F C26 202.30 100400 11-35'28" 101.50 N 1' 201.96 '0T 8 30 27"E 8$' 5. S da ~PGK 931 . / Z y ID01 BUILD OTHER RESIDENTIAL" ON LOTS NOTED.
_ C27 348.99 200.00 58'46" 238.26 306.37 G o ! 7 6~ .F, 1 05 a n OSER m' f , gpE / 15,726 99 S3T18 48"W 5 0 ' tt J ,o 6 ONE-WAY rn. 6 ` 1 I6 S_F, psi /ir~.r SSV~s~ ~N 1 ALL OTHER LOTS SHALL BE SINGLE-FAMILY WAY s µfl Di ' EA (FULLY DETACHED) RESIDENTIAL. H
C28 185.86 500.00 21'17'55" 94.02 N02'01'37"W 184.80 138 4. pp / ~3 ' Q04- tt N 1~ SIGN TO THE p'4~ r W U O / C29 127.36 2000.00 3'38'55" 63.70 506'47'53"W 127.34 RUNT. c. TO THE rn HFP yg j E~ 5 W ~oo. MTo~_, 00 uj
C30 92.71 1332.73 3'59'09" 46.38 NO6'5T59"E 92.69 q0 97.72' , stsn a• ,46 y i 7 S.F.:, 0 / rn a
C31 91.04 1332.73 3'54'50" 45.54 N10'54'59"E 91.02 ` 0h 3.1~ Ac. 5S77--ul co 13,497 S. F_ 0l. 0 C0 s ° S C32 262.82 30004 , 50'11'41 140.51 812'13'27"E 254.49 " COMMON/OPEN 13,497 S.F. NID (n
-Z 08 AREA o 2a~ i 0~~ r C33 278.49 150.00 106'22'27" 200.41 N15'51'56"E 240.16 ~a~~ ! 5 GR 3 3 z m
C34 384.48 355.48 61'58'11 213.47 838'04'04"W 366.01 4&b~ ~8 Up~~o00, _5194 ~6725F 3g\6 Fq '10' SDE_' C35 130.81 275.00 2715'12' 66.66 S65'29'44"W 129.58 83 0 47 s~'t ` Z do 10 / ati6 % CR I- oa 3 Pp TYPICAL SIGHT z N z
cn v 9 C36 69.70 469.50 8'30'21 34.91 N74'52'09"E 69.64 48 10 ,276 .F. ; 14,37 S.F. ' i \A0~ ~pP DISTANCE EA.•LMENT ~011111111"~ U V) 00
O N C37 119.65 225.00 30'28'09" 61.28 N51 *40'58"E 118.25 10,7 S. o 1223' S.F. FRvN p1 P CARO Qaz
C38 281.90 150.00 10740'38" 205.24 S59'1 4'39"E 242.21 2 8 F. k 103 3 W o / G C39 157.39 430.00 20'5 '1 " 79.59 s a Nts*53'2s"w 156.51 PROPOSED FUTURE 5 R S9E , DE 0 N 0
C40 200.44 325.00 35'20'12" 103,52 4 ' 197.28 LIFT 554 .683'30 S08 2 32 E STATION 6 J 10 Vl ~MFN~ QRlO R/W 10 -R/W: p~ 9~'•p W 0~ Eo 5 PR Q~S1R 0 m m
C41 w 112.03 325.00 19'45'00" 56.58 S1 8'50'04"W 111.47 (SEE GENERAL J S \ 1,596 i C42 140.14 300.00 26'45'54" 71.37 N15'19'37"E 138.87 NOTE X44) 7~ N N / PEA' ` vM RE I I SEAL I = QER, ROPp 0E pNl - cv O
\ S , - SUSA AS t gPR C43 412.63 150.00 157'36'52" 758.06 S80'45'06"W 294.29 '3 21 1..w , ~ LUC 26/ / ,1~ PPt1CL APR , Np1Y - 19843 0 S PNa 00 a z
C44 358.84 800.00 25'41'59" 182.49 S33'1 7'28"E 355.84 6 2 N C45 319.33 22500 81'18'51" 193.24 N05' 8'59"W 293.19 812 P , SUSAAS 58 on ~P, OF SCALE: 1" - 100' R/W R/W % ~HC EEC C' E'~ . I N `y~.p
2 LUC , ~c• gY UNVA SAN so ~ t ~ V a e 0 100 200 250 300 350 400 4 4CAL ,
& CAR , ~ ,~E 2 GE R 1 65 _ SHERROD ROAD JOR REWE / .S
S.R. 1702 i ¦

15 MH STA 13+66.00 TOP (197.00
R/W INV. OUT 180.23 General Notes N
R/W 1. Topographical Data performed by Chamblee and Strickland Land Surveying. Reference dat,~~,r is MSL. ~ ~
2- The contractor shall notify and cooperate with all utility companies of firms having facillr: ; on or adjacent to the site II II before disturbing, alteriny, removing, relocatiny, adjusting or connecting to said facilities. >he contractor shall pay all
' _ costs in connection with alteration of or relocation of any existing facilities. ~
•r~• ~~r~A ~r~~i~~~ ~~.n~~ ~ 3. Ali catch basins grates and frames are to be Vulcan or approved equal. Verfy dimensin~, , heights on castings are z
f not exceeded in critical areas before ordering substitute castings! ~ w 4. All excavation is unclassified and shall include all materials encountered. ~ ~ d
R/W 5. All structural fill material shall be free of all sticks, rocks, and clumps of mud. o ~ ~
6. All concrete is o be minimum 3,000 psi at 28 days, air entrained. w ~ 7. Contractor shall saw-cut to provide smooth transitions where existing asphalt is to be removed. z ~ ~ ~
Unusable excavated materials and all waste resulting from clearing and grubbing shall be ~tisposed of off--site by the o = o ~
contractor in an approved solid waste landfill. ~ ~ 9. Contact the NC One Coll Center of least 48 hours rior to di in ®L800.632.4949. w z
i / ~ ~ a ~ P 99 9 10. All pipe lengths are horizontal distances and are approximate. ~ w ~
i ~~1~'/ ~ 11. All work shall cam I with all a licable codes, re ulations, and or local standards im os~.,l ° ° P Y PP 9 ~ P by local utility, The Town °
~~i~ a~® ~ of Nashville. ~ a 12. The contractor shall make arrangements with the local utility authority for connection to u,e existing mains. Do Not ~ N
SIN I s 9, ~ ; m ~ 1 t S 5~~i O; t=~ a ~ O , operate any existing valves without the permission of The Town of Nashville. rn
~ ° o OO E~RW 7505 CATCH BASIN CURB INkSi i °I. I W/TYPE p3 GRATE do TYPE T1 BACK 13. All construction and materials shall meet The Town of Nashville Specifications, Standards ,~~,d Design, latest edition. ~ °o 14. All concrete pipe is to be ASTM C-76, Class III with ram-nek. a I
t ~ alao ~ \ STA 11+84.12 C/l STA 15+82.86 ~ ~ V TC 197.86 T~ 193.32 15 This site is not within any area designated as a flood Plain. o z o
` l~•. a ......INV. OUT 189.32 16. An evaluation of 404 jurisdictional wetlands was conducted within the proposed protect a.~,. Wetlands will be Q N shown on the final construction plat and permits, if applicable will be obtained. °
1 ~ STA 11+9fi.73 . TC 197.50 6 7 . ~ 17 Do not seed and mulch until underground Plectric has been installed. ro o
r ~ ~ _6 ~ o 18. The contractor shall be responsible for all work zone traffic control in or adjacent to rigl~i of-way. All signs, pavement ° ~ z markin s and other traffic control devices shall conform to the Manual on Uniform Traffi, r, ( ) a w 9 antral Devices MUTCD , ~ cv ~ a u~ a
( ~ 53. 7.94• ~ ~ 10 1988 edition as amended.
TA S I + 6 28.3 \ 2 HP STA,it+66.95'' ` / TC 194.58 19. THIS SITE IS LOCATED WITHIN THE PROTECTED WATERSHED BOUNDARY OF THE TOWN OF Nn~;HVILLE. SINCE CURB &
HP 1C 97.95 ~ ~ m \ / 0, \ 5 $TA 15+31.79 ^ m END STA i6+28.32 GUTTER IS UTILIZED, FINAL PLATS FOR THIS SUBDIVISION THAT WOULD RESULT IN A DENSI I1 THAT EXCEEDS Z DWELLING UNITS PER ACRE (FOR SINGLE-FAMILY RESIDENTIAL DEVELOPMENT) OR 24 PERCENT BUILT- UPON AREA (FOR OTHER
• r s 0 C 193.83 - i Sp T d ~ ~d 0~\ •STA 11+88.28 / 1 Ilt \ C 19 .17 RESIDENTIAL DEVELOPMENT) SHALL NOT BE APPROVED UNTIL THE REQUIREMENTS OF THE wnTER~IED HIGH DENSITY
I TC 197.39 / aoo, ' y > ~ (A \ OP110N HAVE BEEN SATISFIED, INCLUDING THE APPROVAL OF PLANS FOR STORMWATER PONUS (OR OTHER ENGINEERED CONTROLS).
1 STA 11+65.31 - ° ~ STA'.12+05.05 ~ i p 20. All easements ore to be cleared completely.
o' \ TC 197.2 STA 12+30. o STA 13+44,03 STA 13+71.13 g 8S o• ~ ~0 \ , ~ °0 ~ ~ s t8~ \ C/L ELEV, 195.53 TC 195.44 / S ~ ; \ \ 0~ \ p TC 196.73........ \ / ~ R ~ 4F ~ \ 21. Prior to placing CABC stone base; the contractor should notify the Project Engineer to ire l~ect and proof roll the subgrade. Any stone place without prior approval will be the sale responsibility of the c~~~~lractar. ~
s 0 , f 83.68' ~ m 0'. 5 v 22. Prior to pouring curb and gutter, the contractor should notify the Project Engineer to in I,Pet. Any curb and gutter
~ \ p0 9 \ \ 10'x70'SDE 85.50 ~ 1' poured without prior approval will be the sole responsibility of the contractor. 23. All street curb and gutter returns to have a 25' radius with handicap access provided. N
> > \ s ~ a ~ 1 , ~ o. ~ ts~ o. s. o ~ a I 24. All curb and gutter to be 24-inch standard curb and gutter, except within NCDOT right-,r-way curb and gutter to be
so ~~s G10 rte-' - \ ~ / h 30-inch.
~ ~ s~ 5P1t.L i ~ C11 ~ ~ ~ 11 ,:•'STA )1+39.61 ~ ~ \ 25. Cross Creek Drive to be .30-foot Face to face. All other streets to be 2$-foot Face t.• Face. 26. All right-of-ways are PUBLIC. III?
I STA 11+67.93 rom 17 MH STA 15+75,00 27. There is a 5-foot erimeter drama e and utilit easement located alon each lot line. P 9 Y 9
1 TG 1s6.1s , _97.17- - - - - ~ dlP ~ / 28. Surveyor DOES NOT guarantee that this property has grave or cemeteries. ~M 29. Surveyor DOES NGT guarantee that any underground structures such as utilities, tanks o~,.~ pi es are located
~ ; STA 11+53.22 ~ L - 10' U11L. EASEMENT 76.44' ~~F ' ~ ~ Iv°r TC 197.86 0 ° S1A 14+32.07 ~ t0 S4~ a ~ P hereon.
O STA 11+53.30 - TC 194.83 ` ~ ~ ' ~ 1 ~ , ~ g 0 ' \ / 12 ~d 1 ! TC 197,39 ~ ~ 30. This map does nok depict encumbrances that are found during o thorough title search. 31. Property addresses are Nashville, NC 27856.
1•k 9~~ STA 14+54.58 ~ • ° STA 11+37.49.' y 16 MH STA 12+05.15: ' 9e,'s9 ~ " ,~:ww 7505 car 32. There is a 50-foot buffer setback on the creek/drainage ditch along the northern and v,~~~ aer-n property line. NO
TC 197.03 ; p~" / ' TC 195.01 ~ ~ ` - - CH BA'S1N CURB INCFT 0 ~ W/TYPE M3 GRATE & TYPE T1 9gCK CONSTRUCTION activity shall take place within this buffer. (Tar-Pamlico Butfer Regulation-~
p / C/L BUBBLE SPILL LIP STA 15+24.31 ` C/l STA 15+63.27 STA 10+37.50 2g,;' ,t / STA 11+73.40 TC 193.91 f ~ .TOP 193.52 33. DESIGN~FIELD CONDITIONS quite easily may vary from that represented in the initial soils ~ :port and/or topographical report. Isolated areas may show up weak and adverse soils ar groundwater . ~~nditinns may he
TC` 196.34 0 / ` ` ~ INV. IPo 188.70 1p, ~e o C/L ELEV 196.70 15 STA 14+98.63 k) ~ ' O TC 194.61 14 N\ w, ` INV. OUT 188.6Q ; discovered that were nr~t revealed during the initial soils investigation. Therefore, the Ow~~.-.~/Client is to be aware that
O;~ ah STA 11+71.98 17 O O pl A ~ ~ ~ ~'6' TC 197.07 16 STA 14+99.22 a Stocks Engineering, P.A. wilt not and cannot be held responsible for any failures to eitherstreet or pocking lot
`~s• , ~ r ;1 •o ~ ~ ~ 14 MH STA 10+9999: C 194.61 i 1 ` ,~'L yy ~ ~ pavement design unless we can be fully and #otally involved in the construction process ni,~ch may include, but may not necessarily be limited to, testing subgrade and base density, engaging the Design En.~~~~,Per for the evaluation of
~ 6' ~ \ ff ti `.SPILL lIP M U 1 s~ ~o MH STA 10±00.0.0.'LINE.. yi y , ~ N the subgrade and for the observation of proof rolling subgrade and base at various steps ,~f construction, opportunity for the Design Engineer to call in a soils engineer for consultation and advice, etc. - st~~l,. which taken altogether with
STA 10+72.25 ~ ~ . ' STA 15+18.31. r 1 i C/l ELEV. 196.33 TC 194.90 the initial design shown on the plans, constitute the complete design of the road, street ..r parking area (private or r
' _ - STA 10+37:23 ` TC 196.34 ~ ~ public). The Design Engineer must be given the full latitude and opportunity to complete u,e design by fully
~ SPILL,CIP ~ VULCAN V-4867-1 (2'x3') 18 TOP (187.00 participating in the construction process. Plan design is a small portion of the Design o~~.l cannot be separated from the construction process if the Owner's/Client's desire is to have the Design Engineer sto„.r behind the cam toted
R ~ INV. IN 1$2.00 designed project P
STA 10+12.57 ~ 1 ~ INV. OUT 181.90 TC 195,59 _ ~ / \ 34. All streets shall be constructed in accordance with the prevailing minimum construction ~I.,ndords of subdivision roads
_ CURVE ?ABLE _ BEGIN CRESENT----- ~ - ` as administered by the NCDOT. Hawwver, in the event of a variance between State and I~~wn requirements, Tr~wn requirements shall be observed.
MEADOWS DR, 1p, CURVE LENGTH RADIUS DELTA .TANGENT CHORD DIREC110N CH_•n0 \ ~s \ sra 10+00.00 +o r9 101.15 300.00 19'19'06" 51.06 N28'35'07"E 10.. \ \ '(F 35. Street Lighting Plon will be designed by Progress Energy.
C/L ELEV. 195.58 ~ \ C10 170.63 300.00 32'35'16" 87.69 N54' 160 ~ \ ?s, \ 3218E } 36. The Home Owners Association shall be responsible of maintenance of all landscape island w,thin the Right-of-Way as well as all Common Areo. •
i C11 220.29 596.19 21'10'15" 111.42 560'14'48"W 21b ~ RcA~ MH STA 9+94.00 10 37. "Na Parking° signs to be erected by Town of Nashville on one-way street sections less than 24 feet in width.
=STA 8+24.98 GREEK COURT ` \ 38. All appropriate approvals from State and Federal agencies shall be obtained prior to Town approval of the Final Plat(s)
4 ~ 4' CONC. V.G. 2a ~~4? 39. The Tcwn of Nashville will install required traffic control signs and the Contractor will reinburse the Town the cost. 40. A second point of access is required to be constructed prior to the appravru! of Final P4,!(~a~ whfln the fatal number
SCALE: 1" = 5D' ~ ~ srA 1o+12s7 TC 195.92 \ of Lots recorded exceeds 122.
0 50 100 125 150 175 2rm wLCAh v-ass?-1 (2' ~~cah v-assn-I (7x3') 41. If Entrance Sign ~s placed within NCDOTfTown RAW. Sign must be designed to r~~~~ent v I~OT Breakaway Standards. ~ ti85.oo 42. The contractor shall take photographs and,lor video documentetion of the const~uct;o~ c~,~a before starting Construction.
25 \ TOP ti85.00 INV. kJ 178.62 SCALES, \ INV. our ns.s2 iv ~ I78.e2 43. 8" thick CABC with 35~ Radius Stone Turn-around to be rovided at avement Ter^,~~s ~r not within 100 feet of side street. iv. our ns.s2 Contractor to erect NCDCT T e III Barricade 5 foot be and stone. p
1" = 50' HOR YP Y 44. No Final Plat(sj for this subdivision shall be approved until the Town Manager determines that the existing Woodfield Lift Station
1" = 5' VER VPI STA=12+00 can accommodate the Sewer flow for the new development or that necessary Sewer improvements hove been installed.
VPI EL=197.15 ~ ~>a ~ ~ PROFILE LEGEND CURVE LEN=160 ~ CF ~ r>4 ~ ~ 45 A Traffic Signal will be required to be provided by the developer at the intersection of S.R. 1145 (Old Spring Hope Road) and
OFFSET 50' LEFT- - - - - - ~ ~ ?q R ~ CENTERLINE- - - - - - - K=106.67 ~ ~ ?4,R ~ S.R. 1700 (Oak Level Road) when either Phase Two or the proposed apartment complex across the road is built. Town, NGDOT ~ ~ ~ and Developer to discuss funding.
OFFSET 50' RIGHT- - - - - - - 2^ ~ ~ ®SS, ®~SS~ ~ 46. Per Seation 18-397 (c) of the Subdivision Ordinance, Developer will submit plans when walking trail is designed noting that o
10 14 16 17 ~ ~ ~ minimum 10-foot wide pavement marking for pedestrian cross walks will be provided VULCAN V-4867-1 (2'x3') ~ rr,>P tn5o 47. No final Plats that would result in a density that exceeds two-dwelling units per acre or Twenty-four percent built-upon area
~ N ~ ~ iNV in iezi2 shall be o roved anti ?he N C. Division of Water Quolit has ranted Final A,ppravni of th,~ Town's revised watershed re ulations. ~r,v our +e~ 02 PP Y 9 9
~ J ~ S~ (0 [1
T + O ~ + +a ~ ~ P , I to o d r ~
m~ ~ II c± r~rn III~n I ~rn rn Q_ ~ ~ a s a i1_ a u I II I \ ~ ~ Water Notes: v y ~
205 ~o ~o ~o ~o 205 1!t F- r- H ~ Vl W N F- Ul W n V) i-- ~ W 205 \ \ 1. No waterline installation shall take place until an approved NCDEHNR permit has been issued,
2- The r_ontrartor shall make arrangements with the local utility authority prior to connecting to existing mains.
I ~ m W W + ~ ~ ~ _ _ 4 $ _ r' I ~ ,al 3. All waterline to have a minimum bury depth of 3'-6". \J j~ \ a 4. Contractor shall not turn any existing water valves without the explicit permission from tl~ra Tawn of Nashville.
a a _ F c~n ~ n J a \ o0 5 The maximum deflection of an 18 foot joint of 6-inch PVC shall oat exceed 10° \ .p\
Vl Z ~ n~ = J z + 6. Any well pointing, dewatering, etc. needed during construction shall be the responsibility of the contractor, Tren~~h \ borrow needed during construction shall be included in the cost of the line laid, unless otherwise specified.
200 _ _ 200 ~ W M ~ ~ ~ ~ 200 v vv 7 All excavated wood and rocks shall be disposed of off-site b the contractor. Bur will cwt be permitted on-site. \ Y Y
~ ym NF n ~ (V O) o ~ as ~ ~ ~ y ~ 8 Water service shall be 3/4" SDR 9, 160 PSI pressure rating, ultra flex polyethylene ASTM D-2239, ASTM D-2737 with \ iron ipe fittin s Water to s to be made with alt bronze saddle wi±h iron i a threads f2r 3 4 Use Rockwell No. 381
w ¢~i ~ = Z m ~ \ P q P PP- / " ` ~ bronze saddle for plastic pipe ar approved equal, Verify wikh Town of Nashville Skandard.
0.500 - - ~v _ - - a Q \ 9 4", 6" & 8" Water Pipe to be C-900 PVC pressure pipe. Comply with ASTM D-2241 with bell and spir~ot gasketed pints. Pipe to be furnished with transition gaskets far use with mechanical joint ductile iron fittings, Joints to meet ASTM D-3139.
- ~ r N - - - - - - - _ Vr a -1.000 ~ +1 Verify with Town of Nashville Standard. 12" and 16" to be Ductile Iron Pipe.
195 _ _ _ 195 m - - = a _ _ 1.000% ~rj 10. Valve box to be 3 piece telescopic with concrete collar when not in pavement. _ 11. Fire Hydrants sk?oll meet AWWA C-502 with minimum of 150 PSI working pressure. Town of Nashville Standard.
Z I ~ - _ _ ~ 1 12. The contractor shall provide all the material and appurtenances necessary for the compie±~ installation of the utilities.
- - ~ _ ' - - All pipe and fittings shall be inspected prior to being covered.
13. The contractor to conduct bacteriological testing of water lines, which have successfully passed hydrosta#ia testing and have been disinfected in conicrmance with AWWA Standards.
6" PVC WgTER 14. Contractor to include in base bid supplying Town of Nashville Water Meter. Town specifies 3/4" R900 RF Pit MIU Manufactured by Neptune.
190 _ - _ ~ 190 1a RCP 1 ~0 14 The n r r i r nsi I f r r in ' i "i - i a Co t acto s espy b e o coo d at~ng w th the Town of Nashville Public Uhli tee Director a pre Inspect on and a t4 ~
W post-inspection of each fire hydrant and valve assembly. The pre-inspection will be after the assembly has been placed into ~
• m ~ V the ground with proper blocking and gravel fill. The post.-inspection will be after all grading has been completed and project ~ ~ ~ is ready for final approval. ~ I r:}
~ I
i ~ ~ I ~ ~ ~ u7
_ _ 185 185 185 Sewer Notes: ~ I~
368 LF 8" PVC S.S. ~ 0.49. ~ ' ~o n1 15. No Sewer line installation shall take place until an approved NCDEHNR permit has been issued.
_ g.85% 16. Sanitary Sewer Services to be SDR-35 Smoothwall. Pipe shall conform to ASTM D-30:;~ T;~a PSM, SDR-35. ~ • ~ " ~,g W
_ _ _ _ _ _ iP S'~ 0 Minimum grade of 4" service to be Y~04CIean-acts to be placed at 75-foot maximum Location, size and invert Z _J
_ _ _ Cf "8 elevations of clean-outs shown on 'private' service is to meet the requirements of the NC State Building Code, Volume Q ~ m ~q0 11, Plumbing, latest revision. ~ ~ ~
180 _ _ p 180 80 17. PVC Sanitary Sewer: Fipe to be, SDR-35 Smoathwoll. Pipe shall conform to ASTM D--_it~34. Type PSM, SDR-35.
Verify with Town of Nashville. 18. DIP Sanitary Sewer: Ductile Iron Pipe shat! be pressure Caass 350 and shall conform to ASTM A-746 and
_ 102 LF' 8" O1P +J 0:49<` ANSI/AWWA C151/g21.5t91.
19. Manholes to be precast concrete manholes with eccentric, cones, rubber books, and moorhases. Manholes to meet ASHTO M-199.
0 20. Pipe bedding to be Class C, stone to the spring line of the pipe.
175 ~ _ 175 21. Any well pointing, dewatering, etc. needed during construction shall be the responsibility of the contractor. Trench 175 borrow needed during construction shall be included in the cost of khe line laid, unless otherwise specified.
a 22. The maximum infiltration rate at the outlet end of the sewer pipe shall oat exceed 100 gallons per day per inch of pipe
_ _ a o I nominal diameter per mile of pipe length. 23. Lengths of sewer pipe hove been rounded to the nearest foot.
W 0 24. The contractor shall make arrangements with the local utility authority prior to conned+ng to existing manholes or W
_ mains. W 25. All excavated wood ar,d rocks shall be disposed of off-site by the contractor. Bury wit! not be permitted on-site. ~
_ _ .Q _ ~ _ 170 170 70 26. Manhole castings to be Vulcan or an approved equal. ~
^a rr EE 27. The contractor shall provide all the moteriol and appurtenances necessary far the complete installation of the utilities. ~ All pipe and fittings shall he inspected prior to being covered. Z ~
zr ww O ~
ao r* ~ a o ,o ~ ~ Z "
r~i 06 D ~~IIIIUNr U) 00
0 Z Z p 2 D 165 r~ 165 rrr Q 0 Z 165 CARo'/ ~3: ~ W
0-Z -Z ~oa 00 ao oloo > p of ESSloti ••'L s 1, i x J 0 0 .
zzz zz z zzz
m> SEAL N .V)
00 ro (D co c0 c0 cp c0 cD cp ~ Lci ° 4 r6 ri 19843 0 a co az
160 rn 0') o') 0) 160 160 FNCINE~.
' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
kc 11 /rL `
C=1.2

_ _
I ~
I o _ CURVE TABLE
CURVE LENGTH RADIUS DELTA TANGENT CHORD DIRECTION CHORD it
I I C1 204.27 500.00 23'24'28" 103.58 S08'S7'4D"E 202.85 ~ _
C2 3.22 500.00 0'22'08" 1.61 502'55'38"W 3.22 z
i C3 54.38 400.00 T4T23" 27.23 N00'4TDO"W 54.34 ~ ~ J
C4 151.46 400.00 21'41'43" 76.65 N15'31'33"W 150.56 0 ~ ~ U N N
I C5 104,92 300.00 24'02'16" 53.00 S16'21'17"E 104.38 w (Il .J N J
I O > fl l~il ~ 2 2 >
I i ~o. WQ ~ Z
~ ~ \ 11 N O O
I ~ 1a' A ~ r o s1 Z O
~ "s\ 3 N o
ALL CATCH BASINS 9ELOW ARE t CA H BA N CURB INLET' E~W 7505 TC SI rn 1s~\ W/TYPE h13-GRATE do TYPE Tl BACK' , , \ w o
' t~ 3 1 y\ ~ 0 m \ z i
Z ; C/L STA 11+76.00 4 ti \ 2 TOp 194.11 r ~ O \ a ~ a
y \ INV HJ 189.96 3p~R~K, m \ C/L STA 11+76.00 INV;' OUT 189.91 ~ I w o , i . E ?~O\ O
o TOP 194.11 _ I 4 \ INV. IN 189.88 TC;195.13 x' i^ 31' I O ~ RqH \ p Z ` _ ,
o, ~ \ INV. OUT: 189.83 ~ C/I{ STA 11+76.00 .STA 12+93.10 96 INV. 19207 ` y ` ~ ~ TOF{ 193.89 ~ `.iC 194.31 1 ~ . , gSkJT\ f- W
`b'I~ INV OUT 190.02 y;'~•. , \ DEPRESS TC / , ~ ~ I ` ` ' STA 10+40.03 j C/L sTA 11+76.00 19 LF. 24" RCP. 0 0.3X O O
i ~ ' 4 TC 194.55 :TOP 193.89 ~ TC 195.10 0 I i .,r INV. IN 189.79 10 LF 24" RGR 0 0.35,. O 6 MH STA 20+01:58
. 1NY. OUT ,89.74 " ~ 11 MH STA 13+42.43 ; I ' \ ~ - 14 LF 24 RCP 0 0.3% . . TC 194.93 ~
~ IN. \ 10 0~ =STA 9+9261 :CREEK CT. x70 ~DE 1 4' CONC. V C- . 2 STA 21+17.27
I 'R ' O ' ..SPILL LIP O I 3 TA 18+78.58 4 ............I ; TG ,95.,8 MH S = STA 9+97.10 AIEAOOW CT. STA 18+9 .67 N ~
30' TO 24" TRANSTION ~ ryh STA~•13+72.41: ~ ~ ~ ~ i TC 194.71 ; ~ [ C/L ELEV. 196.10 ~jp ^b~ ~ • HP STA 18+55.67. 57,09' +
5 0 I = 5tA n+3o. 8 5ooa p' 3 . O HP TC 196.91 60.61' 55,19 69.66' / 152.60':' t9 ~...T
144 LF 18" RCP 0 STA .10+25.50 _ - 5DO'R Ct - _ 7~);' sOf ~ MH'STA 16+15.74 18 : , 0.8% W/2-6' FES TC 485.41 - _ ~ p STA 17+59.04 ~ 8 PVC WATER a ~ =STA 9+91.92 TRINITY DR. C/L ELEV. 196.48 STA 17+59.04 : C/L MEADO C reyyn l A A 7['~ ~ C ELEV. 196.48 STA 18+5561 ®000 X72 MH STA 21'I'~F,/.7
•S~ ~ 130,78 28 61.?0' m C/L TRINITY DR. ~ C/L ELEV. 196.75 - _ _ _ =STA 20+20.18 GUST BRANCH DR.
I ' ~ ~ 820 39 55 , STA 16+07.58 , i BEgN CROSS CREEK DR. ; ~ 490 R 3 - ~ C ELEV. 195.73 T i 122.33' 2,20'. \ "1 61.Iy ~ EASN'~ _ - r " ~ _ ~15t.73~ - 2 T - _ 61 • 25 f , C L GUST BRANCH DRIVE
STA 10+OD 15' UP~,~--' C/L ELEV. 195.57 I I 15' UTIL,EASM - 6. 525.2' a1 O5 5 9 9g ' STA 21+53.32 8 0
ip' STA 12+26.53 1p'x) ' 5~3~ ¢?"W 68.19' { 0 1 - 6 ~ 4 7 8. 1 8 t ~E NP TC 194,41 ?J ' 4 30~ \ 8 .9 ' 7 .25 0 6 - 6819' g65~ 9 C/L ELEV, 195.09 - / ~ ~ p6 125.02' l ~
STA 10+19. j4 I .........................................................I _ _ P)~ 5. HP TC 195.53 y ~ I STA 12+22.71 N _ $ 10'x70' •22?5•% - / ~ sT0 5 111.0] L . 5z% ~ 2 ~ ~ SR
STA 10+25.50 / I TC 194.33 STA 12+93.32 A: . ~ , 1 N o.: SOE 1 8 TC 195.41 ~ o TC 194,32 O6.?4 A ~4, 30" i0 24" TRANSI110N N ~ 4 I { I STA 12+2.56 A STA 13+77.95 ~R - 0~ TOS•~y5 - STA 20+01.58 ~
' DEPRESS TC ZI ~ Io. TC 194.33 ~R TC 194.7a il) - _ - C4---, - 20'R C/L ELEV. 196.15 STA 21+17,15 ! ~ _ _,r-' TC 195.18 ry l 18 STA 19+Ot.p9 4' CONC. V.G. I
TI NIA j /W SPILL UP -S) I STA 10+39.89 111 Iw T~ 194.55 1„ ~ 1y 4'`CONC. Y.G. ~ ~ - _ 1C 196.85 : ` 10x70' SDE 26 SPILL uP
~ O / .I IZ p y OO \ n ~ C/L CREEK CT !p ~ §1y t TC 197.30 11 I TC 195.62 N~
b O ~ . ro Im STA 13+35.05 STA 15+53.19 •C)p~ S~ I x , I 0 Im TC;195,12 C/L ELEV. 19a,36 Of 6DE t STA 18+2136-~ M TC 196.A7 t 25
b N i C/L ELEV. 195.46 p x10' i Y g I - 'd. ' "t ~ I; TC 195.13 ~ N _ ~ IN .190.82 , ~ ~ a Z. 29~ g STA 15+71.66 ` u, Tr, 19~ _
~ S /2 I ~ L, g O TC 195.71 ° Np.; STA 16+43.49 I > I 9 ~ ~ 10 AE TC 106.07 72 _
m ~ TC196.46 - I ~ ' I ~ SPILL UP ~ ~e _ ,1 88 1
q l 4 CONC. V.G: h i i o 50R/ry -TC 196 eF
n ~ ~ ' z9'se i
¦ N / : 3 ~ - 0 f
m _ I ` / ~ , A ~C
~ ~ I ~ ~ / e~ WO
j 10' i a • j ~ r ~ / V
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i CARP
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A - SE L
i 19843
PROFILE LEGEND VPI STA=19+00 SCALE: 1" = 50' sv ''F4'CINE.~-~'
SCALES: VPI STA=11+60 ~ OFFSET 50' LEFT- - - - - - ; 1" = 50' HOR CENTERLINE- - - - - - - VPI EL=193.65 I ~ VPI EL=197.35 ~~~i ~~Cj~~~{"[[~ • ~ S~®,~~~ •/~~y'D~(y
I 1" = 5~ VER OFFSET 50' RIGHT- - - - - - - CURVE LEN=160 e r 17 200 ~7h11 ? CURVE LEN=266 ~ 50 100 !2~ 150 5 ~rrrnu
I K=128.00 K=177.33 3'~ ~ 4 24 26
11 18
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+ cfl _ _ - _ r r ~
I w ~ w II i II ~ +I ~ ~ q 1 _ _ _ _ q +p ~ O 0~ (ill ~ ~ 0) 01 N 'H r J _ WI F O FQ-O F- J WJ~~cr OIJ
nNF r wl~n~ r cnw U ICII M i~-r~'nh Iw ulw a ~ Na ~ Jx= ~ UU (n W n W N~ ~ rIl F- W ~ I~ V i 1~ I.., W _
' I c?w ~ ~ ~'fU L- N- m n rn x x ~rn ai d ~ ~ ~ d ~ _ > U U ~ ~ J r S i ~ S S h M "I•- S S J 7 - ~ _ - ~ ~
D a~ rn ox, ,i}, a. _ _ _ _ _ 0. . ~ ~I f f ~ ~ _ _ . _ w _xri U m. rn _ 9 ~d U U., j F- J U~ rU-. I I _FV- I. _ _ _ ! _ I ~ U s I U t.J L` ~ ~ f'
i ° ~i o ~ ~ 7 U w ~ I ~ ~ ~ _ F ~ ~ i~. L'~ ~ ~I~ F 1 I I N _ _ I _ ! ~ I I ~ ~ -
rn r1 ~ r? ~ ~ I SIG. I ~ n N N I~ + yG + 20
205 ._Q.i-1- 030.._.. _ M.. ~ Or - r of o rn N I ,~rz n n~ r~ ~ ~ M d + I d ~ O- N M lb F, O I~~t`. VI Ul N f + ~ _
N N In 17 ~ + ~ Q N t oa d QI I I ~ I I IQ _ _ ~ ~
F ~ Fa, ~ as Ww _ u. ~ _ _ r- r- ce ~ a
O 00 !n ~ D Z ~ ~ZI- Z ~ DI ~ Z Z (!7 3 -r Ul Z
_ _ z z. . _ _..a . ~ _ z a _ a.~z _ _ _ _ _ _ _ ~ _ ~ ~ ° ~ W W,~ d _ _ . _ 200
a 200 _ _ ~ _ _ W _ ~_rnv> ww ~ K W F wKJ ~ w z ~ a ZZ ~ ~ + ~ ~ U ~ I _ ~ W flVl IJ ~ CC K !m _
UI Z Z J Z ~ ~ Z D D Q (3 O Y OCI- Z ~ ~ Z z i Z f- C7 O Q O C9 I - ~
Z Z ~ W Z WI ZWa U' 0 J ~ U' ~..OWW_WW MI . mW w Will fn . m..~_W,U W m, O (r ~ w U f I d fd -
_ n, _ _ _ ~ _ v - - ~ l _ _ l ICI d C~31 f7 4' \I ~ - - r - _ _ - O - _ ~ r.
' - -L000% ~ _ _ ~ e- _ _ 195
~ o ' 0.500% _ _ _ 19 5 _ _ _ J . ~ -0.750% _ - . 4:----
i U - _ _ _ _ _ _ - _ rn ~
I ~ > _ - - i r ' ~ l \ ~ ! t- ~~o
18"RCP _ _ I
i , 24" RCP a _ _ _ _ _ I
190 _ _ _ _ _ ' 24°RCF _ _ 8 PVC WA ~R _ _ _ _ _ _ 190 ~
I 24" CL. - 121 Lf 8" PVC ~ -
. _ _ _ , a. _ . _ _ w VC .5. 0 0, 4% l' 5.A0 ~ w
i I U p 255 LF 8 P S - i z. _ _ ro _ U g U I . Z =1 Oxm
_ _ v _ _ _ _ > _ _ N ZQ~ x ~ o0 0. ~
w. _ _ _ ~ ~ . 185 W ~ PVC ,;.5: ~ 0.4% _ X _ _ _ ~ 185
~ ~ ~ 268 LF s _ W l=i W W I f~!
O3 (0 W x _x _ _ _ _ _ _
N ~ W W _ _ . ~ x ~
~ ~ I '9
09 ~ 00 ~o 00~
180 00 co -00 180
w
w
175 N N
175 L _ L E E ` E EE N p ~
i w. w ~ v Y/ d Nu) .-r OD
to r- _ 00 00 Lo z N
co co m co ono ono H Z U _ F (n of
~ Z Z p 2 Z ° zOZ z 170 Q C\t
170 ~00m OD 00 03 00 OD 00 00 M IC) W 0 J
zz z zzZ > n W0J z_ z_z z Z m M >
_o I = O N O t~ In N L co co p O d
r j Ln O L p L O CY) CF) 0 00 0~ 00 co t) 00 r~ cod z
17 4 6 0) 0' 0) ~ It 0) 0) 0) 0) Q6 Zz 0) 165
165 !M 0) m 0) 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 -
18+00 19+00 20+00 21+00 22+00
I lm3
i

o .
r • ~ ~
' BEC4N CROSS CREEK CT. STA 6+36.95 ~ II h CURVE TABLE
C/L ELEV. 196.77 j ~o STA 6+48.63"" TC 196.79 CURVE LENGTH RADIUS DELTA TANGENT CHORD DIR ~ ECT10N CHpRp z
n° Jx 51 31~ BB C6 6~.a6 200.00 1731'19" 30.82 S62'18'46"E E0,93 W w C7 71,3q 2D0.00 ZQ'26'12" J6.05 S81'17'3TE 7,1.96 ~ ~ Q ~
t 20' STA 6+73.33 I R TC 196.55 O C8 151.52 1~5.OC 69'2713" 86.64 0" - O a NSfi'47'D~ W 14=12 U ~ U
2 w (R J N f-
0 aY 9 MH STA 6+96.21 I Z J (Y O> 4 W
50'R/W 'STA 6+48.63 , ~'L S ~ ~ S > >a
TC 196.70 9~ I WZ ~ M
3 10 MH STA 8+24.98 8. pp S.S - ~ 9 O O
-STA 9+94.00 CRESENT MEADOWS DRIYE vQi 0 . r 00 STA 9+87.55 0 + I z O 3 N O ~
~~SJ h` 0 TC 194J1 ' k~ n STA 10+18.90 O ~ ~ EAq,I't ~J ~`~0 0~ I - < TC 194.71 N
/ 15 ~ OJ:~ /a~ s, MH STA 9+92.61 11 ~ I . a ~ o a I
5 S?• =STA 13+42.43 C EK DRIVE ' ~ SP1LL lIP ~ ~ :STA 9+62.63 ~ ~ N o z o
ST o TG 195.10 t ~ A 10+43.82 , T 1724.7.7 Al ' ' STA'$+5238 0 ica .•..........SPIl1....P ~s9 N TC 195.12 STA 10+64.78"".., 7 I a o ~ ~ N O
' TC 196.80 / U 72.24 C ELEV. 194.77 - STA 6+73.33 \ Oj 149.67, 107.75' ~ ~ - I N O
19 TC 196.55 6SS\ ~ Sq. 521 t\ f 2 ~ a w z ~ w
97.50' "fV~7tf) a J D L~
STA 7+70.0 ~ ~`C7 Sgg'29~22"W 4" LONG V.G.-? _ c;4,7~ 8` PVC S 0 ` - - C/L ELEV. 195 89`, ~ - - - - ~ ~ - SSN )9'22"W S' 0
:STA 7+98.17.' 8 PVC WATER B"..PVC Wpm S~ 1 ~ `~3• STA 11+83.91 TC 195.93 ' 13
SPILL UP 0 0 S,~ TC 194.00 1 - _ - ~ 6
C/L `CRESENT - - - 125.63' I O MEADOWS DR. 18 PS10'»70' SDE STA 9+02.50 o TCAi9513251 13?S3 Cs STA 12+05.48
STA 8+31.17 O; it 9 ti ~ ~ ~ C/L ELEV. 194,22 i I G TC 193.83'. C/L ELEV. 195.58 _
i ~ so• 13 MH STA 2+32 i ` STA 8+64.16 STA 9+57.17 STA 8+18.9 TC 195.59 TC 195.13
TC 196.33 ~ w 4" CONC. V.G. ;n 5 A \ ''4' CONC. V.G..' C/L CREEK CL I-=STA 10+17.59 T A 2+32.63 •
r TCA196.~~ STA 10+00.00 I I° TC 194.32 STA 11+53.37 ' ~ C/L ELEV. 194.36 a~ TC 194.24 ~
' 1 STA 9+82.12 . ` ~ I ~ O STA 1 + ~ o STA `.12+32.63
0 TC 194.32 208 59 TC 19J.61 I TC 193.78 ,p, N b
o s, o rn STA 12+32.63 4`~R n C/L ~UL-DE-SAC TC 193.61 ~ A,~ STA 12+32.63
~I:Si i LF C/L ELEV. 193.24 g 4T ~ ~ Jfj: O 10
' 0%P~~ / ~ O3 ®~3 Atb
i 1 o Alt' ~ i ' °0 ~
~ ~i ~ V ~ O. ~
39.00' ~ ~ ~ 1
4 DIA. M.H. J.B. , ~ ' MATH 24" OPENING 3 `N~
' TOP 193.17 O 1 1 ~ INV. IN 189,37 ' 1+ ,R~~
INV. OUT 169.32 :'100 LF 3O^ RCP A 1y V • ~
2 0.39.' W/6' FES ~ ~ N 1 O ? ~ ~ / /K /~~PG
N ~pp6 R~~,P
~ 15 / ONE PgE~ IfP
R00
Q t, MV. 188.82--~~-
^a ~
i G
1 ~ , EJIW 750.5 CATCH E~.`,1N CURB INLET
~ / W/TYPE M3 GRATE b TYPE T1 BACK C/L STA 12+69.88
1\ TOP 193.3'. 'S INV. IN 189.14
I!dV. OUT 189.11
`,,441111P11111 Jf
CARD JI''%
o . ~,FES~ioti~. 2 ; ? s~ •9
~ _ SEAS, _
SCALES: PROFILE LEGEND 19843
1" = 50' HOR OFFSET 50' LEFT- - - - - - CENTERLINE- - - - - - - SCALE: 1" = 50' a ~'•,F
1" = 5' VER OFFSET 50' RIGHT- - - - - - • NGIN4E,.
9 10 11 12 13 0 50 10~ 125 ?50 175 200 HAE~. ~ JJII 11111141
i - _ - ~ 1
~ I
_...N d.. - - ~ m Or ~ n M m O ~ co i f a a ~ ~ ~~a w~ ~N i
ao~ ~m~- _ c+vm I ~
210 - v,~- ~oJ ag ao: to ~ w F= N H F- O
- o n it'' 2 ~ 1s 210
~ rS ~ ri ~ ~ U C7 - w ~ 5 i ~ „1 ~ _W ~ ~ i . V m V I I n N i
» ~ ~ ~ O N a - I . - U. Isl~hu-
~ m r a "~n m rn .....+h ..ri ~ uj ~ - o .nr n h ~Ci N n O Oi Oi ~ I M I I
205 n a0 a o o ~ o p~ v ~I al O + ao I3Wa + ~ A m rn O UU F-F ~ ~
F i- r N ~ _ ~n~__~... a~ ~ a WJf a ~ ~ ~ I I ~ N ~ ~O ~ N 205
VImN W F- ~~V~ ~ 1 I U1 USD ~ ~ - N N~
W ~ IZ~zz _ raj ^ W Qi O ~ N 1- tt W K ~ N N n ~ ~ + ~ F. Fa- v i w
W~ N'O 'U K W 1~+ W h h rp n n 0 0 l J w
200 _ Z~ _ Z ~ Z ~ ~ m ~ Y ~ ~ a a ~ a ~ ; - aN a~ Oda uo, wu ~ a Jaa ~ < a a rn w a a ~ ~ mUW f!- m~ m w vnw m N a a ~ r~n t~n ~ ~ W m ~o ~ J
F H U Z Z W a I Z Z N Z Z O~ O I U 200 I
N d
- , W U U W U a Q, O> O V. ~ i[J
- W W Z Z V Z Z W W V U W J ~ V m m W W W W Q7 - m m
195 _ -0.5016% a \ , - 0.0375% ~ o O J O W U W
} 195
~ . _ _ - - _ -0.8009;
~ ~ - - r ~ •
_ ~ 1 L ~ Ji
190 _ ~ " a 3 3 _ 8 PVC WATER _ _ Ti)[? LF 30^ 12CP ®0.3X ~ 31 Q ~ i ~
W/6' FES 1 ~s 90 N
_ W w ' 6" PVC. WATER
_ w ~ rv
= > I ~ - _ ~ 1< ~ - I o
_.o~ ~ ~ >t 185 _ m ~ ~ _ I ------i Z
49. 11~ LF 8" P~fG S.S. 0.4~" 132 LF 8^ PVC 5.5. ®0. _ ICI ~ d 185
_ _ 1so LF a^ rnQ ss. 4a o.4x , v, a ' iN
_ O w m . ~ U 01
. W~U ~ N
_ _ DEPTH = 3.59' x ~ Z O ~ 180 . _ _ . _ _ - -
Z z 180
_ . H
_ _ ~3 LF 8i. DIP 5:5.4 0.4y

175 _ _ _ r w
N ~r _ rta rs w r 175
EEC E E w
ip ~ z ~
77 ~ ~ ~
170 _ _ _ _ ~--W ? Z z ~
mm o _ _ ~ r ~ ~ f,
w w ; m co V) ao io ao are ao > > m 170 U' «a v V) ooq
Z_ Z Z ZZo Z Z ---o Z ZZ ZZ> w
N r N ~ - 0 ~r WXJ
QO r n cD t0 N 00 d o> m gym=
U6 L6 U~ 4 165 0) 0) 0)
5+00 6+00 7+00 8+00 9+00 165 co n: z
10+00 11+00 12+00 13+00 14+00 14+00 41
¦

\ k
o .
11 , { _ CURVE TABLE • • • ~ 0 • . ~ °
' CURVE LENGTH RADIUS DELTA TANGENT CHult DIRECTION CHORD { i Ci2 149.01 150.00 56'55'05" 81.30 Nr673'09" 142.96 u II
w Q ~ s ` ~ 2 O ' C13 280.39 105.00 153'00'12" 437.41 Nr. • 204.20 o { _ 5 4418"E
+ O 5 ~ . ~ o. 12' 60' 80' w w 1D I11~ ~ J J
AVERAGE BUILT-UPON PER LOT p a Q
, \ ~ TG ,96.07 MH STA 12+03.86 19 ~ I \ I O 1 N ~ 'tiPlu ua 12'x12' 10'x10' 111'10' AVERAGE BUILT-UPON PER LOT v ~ v iv HOUSE 1600 S.F. ° STOR. o ~ I ~ w ~ R HOUSE 3000 S.F.
\ 1 1~4 5.F STORAGE 144 S.F, ~ 100 S.F. 12 12 ~ 10~ S.F. TO AGE .F z J ~ ~
i ~ ~ 5 ~ b \ STA 10+38.83 O \ p 1C '{96.46 V PATIO 144 S.F. S R 200 S p y a 17' S/W 108 S.F. a 10'x10' N 10'x10' PAi10 200 S.F. ~ ~ 2 PA110 ~ PAT10 - - _ S/W 260 S.F. w Q
} c~ ry 57.74' ~ 70.72" 53•J2' 15' S.S. r--------- D/W 396 S. F. 100 S. F. 100 S. F. z 1 D/W 720 S.F. ~
MH STA 9+91.9 18 ~ STA 16+15.74 CREEK DRIVE ~ ~ , - N S \ I 12'x12' ROAD 870 S. F. ROAD 1160 S.F. o
O 1?6 2~ l I a PAt10 I TOTAL 3,262 S.F. I o TOTAL 5,540 S.F. z o I 144 S.F. I I I 3
. \ ; - -""r1 12635 ~ A~ 07 R8' 1 I I I I ~ N
4 fQ+r``, `7 , W4 I I I I o I I I I Q°
4O 1 ~ S I I I I o z "o
V '1 88.14 ~ ~ / C/L TRINITY DRIVE ~ 70.72 ~ m ; I I I 60' x 50' I ~ ~ o
STA 1D+00.00 ~ ti Ns z STA 11+2635 ~ f C ELEV. 19J.87 C ELEV. 195.73 STA 10+38. ~ ~ " TA 1 O /L S 2+75.36 } 0o I I °o °o t o RESIDENTIAL I o 0 I o 40' x 40' ~ 3,OD0 SQ. FT. ° ao 0
TC 196.46 ~ ~ C/L EL .197.88 ~ ~ r I~ RESIDENTIAL I p w z 1,600 SQ. FT. I ~ w
~a' coNC. v.c 'g~, i I I I I ~NM~~ a~
~ W TC 195.11 ' b ~ ~ I I I I
~ ¢ m i 3 r ~ to ' ~ , _ I I I I I I I I
~ I.x . ' o , I I I I
. Q ~ I I 40' I 30' 30'
12 . ` I sJ ` ' W ~ L----- - - L------ Q 20~ J 6'
1 ~ ~ ~ o ~y~, 12' S/W & STOOP 12' ~ r 12'
6B `w 9 21 MH STA 15+93.72 . ~ . Q a 3'W S/W 1108 S0. FT. o ~ 5' , 3 a ~ ° a 18'
O i ~ 13 ~ O ~ y C/L STA 15+60.00` M ~ ~ ~ w 3 0
_ ~ EJIW 1 505 CATCH BASIN CURB INLET Tc - k 0 . _ _,si ~ ~ 6 W/TYPE M3 GRATE dc. TYPE T1 BACK ~ 3T R/w o ~ 3~ > ~ N ~ N ~1 ~
. _ 'PQ A6' TOP 196.89 .a S. .o ~ A 1 so' R/w R w 80~ / R/W
" ~ INV. OUT 192.93 V ~ f P
MH -STA 1~+~44.80 0 ~ ~
t 5' U ~ J ~ ` ~ ' 14 c, RI.Pq ~...r. ,h - - - V
e, ~n 1n
~ q e m m
STA 14+65.20 ~ m C/L ROAD m C/L ROAD
C/L ELEV.' :196.93 - ~ „'r N N N
- ~ Sot
~ " ~ tS 09 \
28 if 18" 50 RCP 0 O.Sx \ ' . 20 ~ 50 ~
` ~ 4$, 50.45 .
C/L STA 15f60.00 ~ \ EdW 7505 CATCH BASIN CURB INLET I n ~ ~
~W'/TYPE M3 GRATA do TYPE T1: BACK .......a„ o N ~ R /w i TAP 196.89 ~ I 0 ( / R/w R/w- R w
INV,• IN 19279 I ~ \ INV. OUT 192.69 ~ I ~ \
y { ~ I ~ 's ~ n r,r
A f F I I ~
\ W IW I ~ I W ~ ~ , I . ` I
wl w O SCALE: 1" - SCALE: 1" = 20' SCALE: 1" = 20'
17 w ~ ~ \ i ~ UI
~ SCALE: 1" = 50' ~ ~ i I X110 1a' / of /
0 50 100 125 150 175 200 al ~ I , SCALE: 1" = 20'
~ I ' ~ I \ ~
~ E~~ I ~ o. X ~ ~pE 5 ~ 0 20 40 50 60 70 y0
SCALES: I .:-~'i I AN~,G - /
1" = 5' VER ~ ~1N~~ ~ / / ~o / / ,
I I
PROFILE LEGEND 191 ~ . ~ ~ VPI ST.A=11+50 VPI STA=17+00 OFFSET 50' LEFT- - - - - - ~ ~ " ~ ~ VPI STA=15+60
CENTERLINE- _ - _ - _ _ VPI EL=198.69 , r VPI EL=196.64 - ~ - VPI EL-197.34 i
OFFSET 50' RIGHT- - - - - - - CURVE LEN=200 CURVE LEN=180 ~1n . q CURVE LEN ~C x
18 K=80.00 ~ O K=180.00 K=100.G1 I L:
___.._._..__.w_... M_ N~...___. ~ . o
N O ao O ~ __Y M_-...._. ._._~...~_-.....__~qa?.--_-M.-_~ ~I~ Of
~ N + c0 p u7 + ~ ~ + - - - - -
II or- _ _ - _ II ~ -`r' _ _ II ~ - ~ O ~ J ._._..__._~M_.__---.-_-____-~`_ _._______M_ F- J_..-._- . _ TOTAL SITE AREA: 81.37 Ac.
215 __r_~ _.__...__w..~ Fes- O M _"._'.".'F . J __.____.T..._~ ~ ~ n ~ w m F ~ o -F o _ 21 215 3 544 477 S FT,
S s~ ~ ~ w N H t/1 W ~ F rn s U U s s ~ ~ a_______.____._ ~ ~ ~ ~ ~ a = Q
._.._..__.__.__.___._.___.m_._ ._._.r.~..m,~__ o _
J w ~ F- . ._,._---.....~._._w.._. M ' NUMBER OF RESIDENTIAL LOTS:
~ w ___r_.____. ~ n ~ V. w J QI 0 _w__.._._.._ L.1 - NUMBER OF "OTHER RESIDENTIAL" T
21 _ w._.~._ ~ ~ 11 _Q-.,IL,_.._ _ 211 r - L n-~ IU- Obi ~ J e_.,..-._,. LO S. 210
ono ~ I _ j pf w ____.._._._._.._.-.-~._.A_, ~ ~ ~ Q.~.~___..~_._..,_~_.__s.__.~.
____k-. w r II II _ TOTAL PROPOSED BUILT-UPON:
~ I + L~__.__._ a a.. ~ ~
~ n n n _ - _.v .._~.m ~ F__.___.____..._.__..._.._____-.____-_____._~.___ - ~ "RESIDENTIAL": 7 =
21 x 3,262 S.F. 707 854 S.F.
00o a ~ ._.._._v.__.._.... s_ a "OTHER RESIDENTIA L . 27 x 5,540 S.F. 149 580 S.F.
.o _ ~v__ ._.F waa ~ ~
z . _._..v o z M___.__ N ...-_.___.m_.,____ _a w TOTAL PROPOSED BUILT-UPON: 857 434 _ , S.F.
~ M_. 3 ~ _ _
200 ~ ~___.._.__T_ __T__._ _ Z a 20, ~ I _ _ _
a ~ z °z w o _.._._.._-.~_,..__.___.._,._w..-...,.,_._. ~a.w>~=.m 200 BU LT UPON 857.434 24.19
00 - - - r ~ -_--8- _ _ _ _ . _ _ - _ _ 3,544,477
f - - _-.._...w _ _ . _ . _ - - - _ . .
_ _ .500% 000 _ . I s~
_ ____._w_____. . 19 5 - m _ _ _ _ _ - - _ _ _ _ 19 . ~~rn _ 195
S N`tN to ~
m , 18" RCP vNv
WRIER ~ - . _ _ - . . ~.N.._ , _ _ _ ~ ~ r~.~w_. 6 _ _ ~j v W
J . U Z J ~ X m
..._._,,,._.....-.._.~_.w_. ........-..____a N _._.~......._..,_.-e. ~ - _ ~~_.r _ . _ ___d____.. r_.._________ 1 ~ 9 2Q0 190 a ~ ~

n _ .T~...___. 1~4~ . ~ y~ G1.4X
1]9 LF Pt>'G` 5.5. 4b 0:4X
PVC: 5~. , ~5. ~ 04y _ _ _
185 _ ~ _ . 18 __....._...__......185
. ___...__.___.m _ ____~___.~...w ~ . __T______~ . , _ . __w w________~ _ . _ _ _ _ _ ~ _ . _ _ _ _ _
~ r x A6 _ ~ 70 rl ...-..___._e__._..__ ~
_ pp ,
180 ~i ~ ~ _ _ _ ~ ~ o E E m ~ ~ ~ r W _ 180
l
_ m_______._._._____, n.__._._~.._ > > I n N W - - _ - _V._ - Z
_.,...,...,._....a_.w ~ ~ -.,.,......m,,... Z N "I I' ~ ~
175 - _ ~ ~c
Zz z 'L w x J p of _SS/4.,'
CY) 00 0) CY) Z:•Qb •,9 ' 0 J n7M>
U? 0 N 0) 0) co 0) 0 C3) O N c6 a0 a0 r ~ r c0 c0 cp f~ SEAL
170 0) 0) 0) 17C NC)~ 19843 o ooCL z
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 170 • '•NCINEE,•. CC'~1~~~
CIYA
.B 1.5
$S

i
J1
C ~ u]
CURVE TADLE ~ II II
CURVE LENGTH RADIUS DELTA TANGENT CHORD DIRECTION CHORD Ct4 ' 169.07 300.00 32'1724" 85.85 N26'54'30°W 166.84 ~ I
i CT5 142.98 165.00 49'38'54" 16.33 S18'13'45°E 138,55 z
C16 144.07 165.00 50'01'40" 76.93 N18'25'07"W 139.54 w `L J W C17 114.72 325.00 30'48'10" 89.53 S28'Oi'S3"E 172.63 o d a
U U C18 181.41 350.00 2g'41'51° 92.79 N2T28'43"W 179.39 ~
Ct9 23.83 350.00 3'54'02" 1192 N44'16'40"w 23.82 ~ w rv
i C20 106.09 330.00 1T22'D2" 33.46 531'32'40"E 105.68 c ~ ~
~n = _ >
wa az a
a 0
z ° I N
Z W N m
~ } o ~Q ~ a o
O 13 14 0 0 22 MH STA 17+45.59 . 9 ¢ I ~ ~ 0 ~t ~ N mm~ ~ ° d °
p - ,2 L~ . . ; 10 • W I ~ N I I_ _ _ o
x , F „ MH STA 20+31.7 34 1 ~ 0 TA + .41 r S 26 60 ~ ~ ~ ~ O
MH: STA 18+86.93 ~3 : 1 TC 193.37 I I< 1O o b i z O E 12 10 10' w - ~ 4- W
P ~ ~ 15~~, Q J 38 MIS STA: 26+31.99 12?4 LF 24~ RAP ®i i < ~ `J
~ 0 15 18 • 17 =STA 15+96.29 GUST BRANCH OR~VE 0.5~ W/6 FES ~ o 11
G STA 19+94.03 53.52' STA 26+61.04 E STA 30+i0.74T • 42.6&' ~ 14 C/L ELEV.,192.14 t3 C/:L STA 28+81.14 I ' TC 187,42 C/l CUI-DE-SAC
sp Nr , 8I. C/L ELEV. 195.69 88.12 STA 21+37.01 16 MH :STA 24+11.5 36 19 •pg ~a~s. O 0 W 76.05' SJ SZ. .•C/L EIEV. 194.97; I 21 STA 26+82Jp 4 ;DIA MH J.B W/24 STA 30+44 37 O 6 ROUND OPENING I
\•3T 20 • 35 I~H STA 2~+13.92 0 'STA 26+26.68: ' ~ 1~ ETC 192.01 i T~ 1190.23 ~ C/L ELEV. 186.48 O o t ~ EdW 7505 CATCH BASBJ CURB INLET ~ ? ; 0 20 i TC 193.24 ~ 'I W/TYPE M3 GRATE do T'SPE"Ti BACK INV...IjJ 181.Qg 24.~. I,... _ A ~p INV. AN 181.83 ~24")~ S- p
$52q• ~ ~ ~ _ _ 015 i..:.... STA 25+98.56 No C/L STA 26+84.70 INV. OUT 181.73 ~ STA 29+70.39 ,p `p EJIW'7505 CATCH BASIN CURB II~LEi i TC 192:84 m ~ TOP 192.01 TC 187.98 W/T'YPE M3 GRATE Pt TYPE T1 BACK
STA 22+81.08 ti~ _ ' _ C 14 _ _ ...r- - ` ~ ` • • C/L ELEV. 194.25 I 1 y •INV. IN 186.72 ~ ~ J ~ C/L'.$TA 30+$L87 ' • ~ h - • INV. OUT 186.62 60.52 61, 61.00 S' TOP ;186.42
• ~ 6p2q 0 56.24" ........EJW 7: 63.94' S6. WjT1PE 2q C/L ST EJW 7505 CATCH BASIN CURB INLET ~ 33' 196 LF 24" RCP 0 0.3x' ~~W)Tw6~~~ GRATA & TYPE Ti BACK _ _ ~ 99 - w INV. ;bUT 182.42 196 LF 24' RCP ®2 4% a ~ 3~. 8
21 STA 17+45,59 • • ro v, 69. T i O C/L ELEV, 196..93 ' 58 w 53 0 2q 80.16' OP 9 C/L STA 25+96.56 1 ~ - O TOP 192 aa; ~ _ ~ . s1p ,
)1. . 65.41'.... ~ A G17 8g' i :STA 18+24.96 ~ ~ 71,8 INV. OUT 188.84 ~'p _ N28'51'39~W O C20 _ 1---
i 22 f ~ C/L ELEV. 196.53 - . • 5 CT . s 79.13' i _ . 277.24 -
• 6 • • 9~. 9~ . G5 i ~
0 ~ ~ 71 84 i i i _ C18 60.04' 6D.00 60.00 64.87 72.25 - - - 15.02 ~
r r SJ. Iq, 65.87, t `---30 LF 18' RCP A 1.07
53.74' STA 24+55.80 ~0.$Z~ I • C/L ELEV. 193.38 I 39 MH STA 27+67.13 ' _ _ _ ~ ~ , EJIW 7505 CATCH,BA61N Cf1PB-INSET.
I 06 24 . o 60.06' ~ ~o , W/TYPE la3 GRATE & TYPE Tt BACK: STA 30+44.37 \ ~ ~ 76.15' ~ C STA 26+70.6 MH ST/"-3®+44.37' ~ E6EV, 166.50
2 26 O r STA 25+94.75 N ~ 70P 192.2a; I ~ i TC 192.85 ~ INV. IN 187;12 ~ STA 27+673 STA 30+44.37
' i I i r I i 28 • TC !C/L ELEV, 19065; ' C GUST BRANCH UP ~ INV. OUT 187.02: 186.95 i
0 . MIS STA 25+37.5 37 ~j ;`i A 26+37.21 STA 26k68.6fi ~ 177 ~C/L ELEV. 192.47 t iC 192.24
I 29 31 1 ~ ~ O ; 0 ~ 33 I ~ 0 F 4" ~ ~ ~ ~32 LF 24" RCP ®1.07 3 4 E E 60 L 2 ~ ~ ~ I ~
~ I 30 . - - ~ i ~ 34 34 :RCP 0 1.5% a/ ~ -HP STA 26}76.47; :STA 26+16.95-- -1/ ' HP TC 192.40 -
I ~ TC 191.90 ~ ~ ~SiA 26+45;19 ~ ~ i TC 192.15
EJIW 7`. _ i i r ~ E .......W~F EJIW 7505;CATCIf BASIN CURB INLET W E A13 ~2ATE & TYPE it BACK v ~ EJIW 7505 CATCH :BASIN CURB INLET
I TOP 19 INV. IN TOP 19190 ~ i a w/TYPE A13 C,~A1E k TYPE T1 BACK INV. IN 187.94 30 lF 24' TOP 192.15
~ INY. OU INY. OUT 187.84 ~ RCP A 1.09. INV. IN 1 7.54 8 INV OUT 187.4
I V
ii
~~t<<ntntn~,~~ ~ t'
~ q R ~N a
~ . j i O 'FE,SSip'• y ? ; '~~0 ~q.'. 9
SCALES:
1" = 50' FTOP, - SEAL
VPI STA,=t7+00 1` 5' VER 19$43 -
VPI EL=197.34 - PROFILE LEGEND SCALE: 1° = so' vPi srA=t7+oo ` CURVE LEN-100 CiN[~-.• ,y~1' • HOC'
OFFSE 150' LEF1- - - - - - VPI EL=197.34 K=100 CENTt hLINE- - - - - - - 0 50 100 125 1 17 eHAEL 5
OFFSF 1 50' aICHT- - - - - - - 50 5 200 CURVE LEN=100 ~erhns 1t4~
22 K=, 23 34 35 00 36 37 38 39 40 4 S
---r-- n - _ _ ~03 ~ ~ E ~
_ • ~ ~ RI N ~ i ( r) , ~ ~ I
+~o fTi ...._.a.... ~o ne n + 6 ~ ~ I tp N ~ 7 to
~ fl~ N ~ N ~ N N Q' Qi ~ ~ ~ W N ~ ~ rd ~ t r+)
210 ~a _ _ Qa Qa Q~. I-o r~ No No ~o ~o ins tnw as as as ~o I ~O i I Qo 210
xx rr N a~ ~ ~ = _ - = x = i = I - ' = i
~ ' _ _ F ~ 1 I I ~ I; i j ~ I ~ I I I ~
_I I 1 i 1 I { j,N I j i I ~ ' I _ I 1 ! ~ -
i I s I I > ~ ~ ~ I w ~ ~ ~ M.~
205 w ~ _ 205
I\ ~ Q1 7 U N O S
N N pi ~ MJ N N LtJ n Or O1 ~ M N N r7 01 U' W
- m m i~ rn m ~ _
200 _ _ _ . d m 01 ~ IH S< W N U
+ + ~ N ~ ~ + + ~ 200 +I ~ S
~I a Q o ¢ a ~ ~ C f _ ~2~ ~ ao i n ~ F a r- F- vt. t i
_ _ _ _ _ ~ ZI - ~ vt 4 ~0 v' c z ~ I ~ dl i d [C i r' i~ Z z m z z ~ '
_ _ ~ _ _ _ _ ~ a ~ ~ ~ ~ i2 ~ 1 j s~ ~ - ~ rr ~ w w w ~ a' ~ ~ w
195 _ ~ - - - _ ~ -0.500 ~ _ _ z z ~ ~ ~ ~ z z ~ ~ ~ ~ u ~ a a~ ~ n a I ~ cn
z - - Y w z z v Iz z w w ! w 195 ~ ` m m w w I U l w w m m ~ I i C] m ~ y;:
~ _ _ - w _ i ~ -i- I (n I , _ ~ op E` ~
~ } 2 ~ _
6" PVC WATER ~ 4 m - _ _ _ I - - " w ~ I p • _ I _ _ - ~ .y. ~ tF?
190 _ r _ _ _ _ _ ` ~tcv _ _ 19o N
s` PVC WATER ~ In
f3fi lF 8" PVG S.S. ~ U.4~ L~ 18" RCP > ) I ' 1.4~~ ~ ~ ~
i77 if PVC S.S. 0 0.6~ _ _ I m ' ~ I ~
192 !F PVG S:S. ~ 0.69. Z I ~ ~ . , J 24" CL. ~ i \ C1 X m I !
185 _ 122LF8`PVCS _ _ _ _ s®E i , s' Pvc wA " B a rl ~ I LP--`8`PVC_S.S. ~ 0.6~ ~ ~n TER
X85 blP SS C.6% ~ ~ ~ _ U ~ ~ T
. - _ ~ ,d ~ 796 CF '~y,,.~~"~-- ~ ~ x '
~ a ml ~ RCp I ,i ~ A vS ®~~.4,~ I q4
U YYI 196 LF 24" RCP ®0.3%
80 _ d W I 160
H
274 LF 8" W S.S. 0 0.4% _
1,32 LF 8" PVC S.S. 0.4% - i W
175 W
NM, ! _ 175
r_ E E Z E LO a
00 ff? Cd (p f, ~-o 00 co Ln F- 00
co 00 h• M) co Ui aa~~ n~ n Z
(D z :D D 170 c I O ?O ZO D (3
N 00 pp OJ 00 00 0 w~ ~z o z o :D V) 00 . Q0z co ao o_ 170 Ul 0~1 co 00 co
Z_ Z_ Z Z Z Z > > Z Z Z o>>> > 0 WX -J,
i - - _ _ ~.Z ZZ Z Z Z mm 5;
N O 00 LO n O 00 LO O 00 r~ O CO I z NV) O 00 d cfl rn N LO 00 O Q
h f~ c0 c0 cp c0 ~ ~ ~ ~ .t ~ d~ r~ r~ 165 N cv O (3) c6 c6 r Q6 ro 0- z
rn rn rn rn rn rn rn co 00 00 00 00 165
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+0( 25+00 26+00 27+00 28+00 29+00 30+00 31+00
i
i ¦

i I
I j _ _ i o N
I.N ~'URVE TABLE fl II
o CURVE LENGTH RADIUS ~ UI I to TANGENT CHORD DIRECTION CHORD
I I { C C37 119.65 ~ 225.Q0 3U~.'8'09" 61.28 N51"40`58"E 118.25 ~ _ ~
I~ - ~ I 27 m O C38 281.90 11SO.00 10'~4O'38° ~ 205.24 S59'1439"E 24221 w ?57.39 43DA~0"`~H'18" 79.59 N15'53'29"W 156.51 ~ ~ ~ C39 a DO 103.52 508°42'32"E 197.28 0 ~ Q
26 ~ m O ~ C40 200..4 325 3b'._D'12" v ~ ~
ti ~ 28 C41 112.03 325.00 ~ 19'3500° 56.58 S18'50'04"yy 111.47 w
~ i . . . C42 140.14 300.00 26"45'54" ' 71.37 N15'19'37"E 138.87 ~ ~ C43 412.63 15D.O0 157'36'52" 756.06 880'45'06"W 29429 o i o
MH STA 15+2~.0~ 6 i } i ~ ~ to wQ
25 29 55.53' ~z ~ ~
. 5.5} ~ ~ , 5 $5 53 0 0 ~ o
STA'96+29.74 o
' C/l ELEV., 191.74; I ~ h~ - ~ - ~ N 67 Y O
' G3~' \ • s 24 ~ ~ 6 tY O d I _ ~
O ~ 93' 31 p Z I d ~
/ ~ ~ / ~ ~ N ~ O
h / S. ~ 93. ~ O I O ~ Z
h' ~ \ / e~~ lye \ 0 ~6 STA 17+87.14 , ; ~ ~'I , /~P ~Tr(. F ~ ~ /L ELEV. 188.20 ~ w F- w
/~9 ~ C 79 E~AW 7505 CAl ~Nr`)d'~ J ~ lL E~AW 7505 CATCH BASIN CURB INLET
~ ~ 39\ w/nBE M3 cF W/TYPE M3 GRATf & T1PE T1 BACK P'
MH STA 13+83.2$ 7 ~ . ~ C~ STA 2Q+2 23 ~ i0P 184.66 C/L STA 20+L4.86' i0P 184.66
~ / @! @@ 33 INV. IN 180.38 O ~ 24 68. INY. OUT 180 h - \ 33 INV. IN 180.38 G' 4 INY. OUT 180.28 ~ P
STA 19+52.29 h a0 23 S ` ! O 9 @± ~ ' TC t 85.00 . STA 19+52.29 P` 0 TC 185.00
~ ~ I STA 13+47.85 ~
C ELEV. 194.16'. ~ \ /t x'0.53- ` 6~.
h ' i i . ! ~----~--FILi AREA BEHIND ~ _ _ CURB TO ALLOW 22 ~ \ ~SpF o. S ~ ~ ~ 0~ ~ ~
RAINAGE, ~ ~ ~ D 25 2g s~, ~
I 22 ! ls\ V~i~~ sy, Q ~9 4 Q k
a c I 21 . ~ ~ .w ~ ~ R i _
N 1 r ~i 2D O ti 56'LP 24 ®2-09 ~ STA 20+r~~ ,7 ~ ~ 4~
O TC 183.4 ~ ~ STA 20+ - 4O
n~:~8 5 MH STA 1~+ , o. O Tf, 1 B4.6~
O 19 99' ~ + `.EJIW 75G~~ BATCH BASIN`GURB INLET ~ , u• GRATE & TY?E..TI BACK W/TWE
18 ~ C/l'STA :~~+24.86 \ TOP 184 r,r.
a C F` BRIDGEWAY ROAD ' \ ~ INV. IN 1~u S8 V.- ~ ~ INV. OUT I.ni28
!m $TA 19+87.58 COMMUNITP:CIRCLE \ ' IRCtE \ ~ 0. 0. 28 LF pq.
I ~ N STA 12+16.09 BR~DGEWAY RD. ? C/l ELE'~ 18a ?t ~5 \ ~h \ \ RCP ®1n'./
t \ ~ ~
A Zy Q I?Aw 7505 CATCH BASIN CURB,INlE1 \ , ro 8 h;4YPE M3 CRATE & nPE;~~ BACK , \r. INlE1 ~ ~1 BACK \ r
n r C/L Si,A 20±23.05 \ TOP 184:6&' \ ~
INV. !ri1T 180.66 ~S\ L\ ~
I ~ ! o R/w., SQ' 17 m ( ~
0 ~9 \
r Sf" ' ` 132
20 i
7 ~ . ?D. \ ~
16 16 ~ O \
1 STA it+19.65 V. 195.87. C : ELE L ro
0 O i v `'i sd 33 O o
~n ! . ,9 d 8 MH STA 10+76.58 t
, ~ J Jr, t
51 A t 0+3a.59 n ~ ~ 1 TC:196.69 I ~ U J
HP 57A 10+28.73 15 ~ ~ o
HP TC 196.80 i a P/ J ~ ~
STA 10+13.33 ` ~ ~ STA 110+00.00 I TC 16,55 W TC 196.95 0 \ 134 ~
? ~ J ~ IS 1 ~7 s \ ~
0 4\ ~ N 1 a
k0 1Q VPI STA=16+50 ~A I ~=,9z.o~
PROFILE LEGEND ^ S E A _ i` GN - SC LES OFFSET 50' LEfT- - - \ - \ ASEM~T
- _ _ - _ _ - MP1 BEgN COMMUNIn CIRCLE DRIVE CURVE LEN-200 1" - 50~ HOR CENTERLINE- STA 10+00.00 ~ STA 33+35.54 ~ - 40^ UIfIITY E u 8. 5.5.
i" = 5' VER OFFSET 50' RIGHT- - - - - - - C/L ELEV. 196.77 G K=103.00 7 V _ . WATFF t~lllllllllTlT~ e q
8 _ I I I U_ C Rp '
I ~ . ~ i M ~ ~ , o ,~oFE.ss~~,~.. ti = 23+52.16 4 ~ ' _ - H STA
= s=~ 2,+» uN~ s' A _ SCALE: 1" = 50' , Z .•Q 9, •,'9 w - - AL
N N _ _ _ ~ rn ~ ~l I m II r W 50 100 1z5 150 ,~5 zoo SE . N ~ 0 rs 19843
. r O _ m ~ .....,Q F Ul F- N W U W FF 3~)
205 ~ _ ~ . - - zS xx r~(a n I as i 'FI ~ VPI EL=1&6.71 r A21~ ~,~i~ ~
o~° ~ VPI EL=184.00 41'~ CURVE LEN=?50 CFf L ~
U~° a - CURVE LEN=244 _ ~~iu 1 11 _ K-123.5?
_ _.~dF ~,=72.46 L~ I ~ 5 0 ~ - ,
j N In N I o ~ _ I - r < ° m ~ I{ ' lob M~, c0 'h ~r1t
~II~ o p ~ ~ I I I I Obi U!I I~ JI Ul ~ ~ ~ ~I I N c0 ~ C i r Cy ~ GO I N
u~ W a rr I ~ m _3 °o ~ u~i ? _ . _ . _ . FILL AREA BEHIND CURB TG ALLOW DRAINAGE N ro ~ ~ ~ ~ CO rd ~ ° ~ + ~ ~ ~ 00 + ~ N ~ Xl m 61 j ~ N U7 ~ +n ~ i
w}O a w i ~ + N _ _ ~ I . r~ a Ivi ~ ~ ~ N W tV~r-
~ II _ _ - _ Q H II ~ rn.o~ + a~ ~ ~ + ~ 11 d 11 ~ aj~ 119
_...-0.7509; _ - ~ .n w . _ . , ~ ~ iio rnl o --Q~ ~n w ~.jw a ~_--~----_t_-...__._.._ n w _ - ~ --i-~ - v+u I r ~ ~ 's`s _ S I ' I In rd- ~ r. rQ- N I- , F- a. I LL i
195 _ . _ 1- u U j a n dQ. I z's~z NI i~' z y7
_ m ~ ~ ~ w ~
~ ~ _ ~ I - ~ ~ _ _ ~ - - w Z 2 m w ~ Z
' 8' x-•900 WA \ ~ ~ W z~~ z W 19 0 m w ~ ~ ~W m ~

_ 190 - - ~ I I 6~~` i rn 00 ~ ~ ~ ~ ~ 2,. ~ ~ _ ~
~ 1q - w w ~ _ _ _ _ ~ ~ _ ~ rn
_ . _ > _ _ _ - i ~ } I - - .i ~ _ _ 185
_ eD Z m _ ~ _ 0.6 ~ _ N
w w ~ w ,i . ~
185 ~ r ~ ~ ~ ' I ~t W uL~
x ~ I _ _ _ ~ I ~ ~ I ~ z ~ t I - m I f~ ~ I - O x
_ ~ , I ~ I ~ - ~ ~ I ~ ~L O I ~ j ~ t C_gp0 WATER. k Q, li ~ I
~ krt 24" RCP 1 ~ 0

180 ~ _ { ~ 24" CL. ~ OD Q
~ 0 w ~ "
_ _ ~ > ~ ~
~a~ tx e^ Dlr. s. t~az . ..340 L6' ~S'lt'D.4~, I w ~ x ~ ,x ~ L _ ~ 175
...129 Lf 8' D1P 5:5: A~6.~, i w~ a
_ ~ . 440 Lf 8° DlP ~ 0.4% 175 _ _ ~ I i _ w~~~,
n ~ 336 lF 8 PVG S,9. ~ 0,4? _ C0 w _ I ' 20 i9 ~ ~ I Ltd
- s1' x.x~Tp, 2` - I tpa'it-'o~mj F-
. _ . ~.J i ~ 7~ t/l
I I I ! __.1~_._..._____. ~ - zw~
170 _ _ . ~ ~ ! I ~ ~I 6~ i ~ ~
I hi N ~~~n ! ~
. M~ ~ n a ~ QO n'`Omo ~LOZ
z ~ _ ~ ~~o _ 165 ~ r
i - n ' ~IIh p w I ~ ~ ? o?... f 1 . ~ s~.l
a Za _ Z N00 a V Wx~ > > co OD 0J h Q
165 00 00 00 "Co „ m m > = z z
ZZ ZZ Zz z zzO m t(7 Q N V)
- - N Ql co 0 LO ) 00 0 Q 0 L N co d Z O O d D A~-2 06
LO LO (D I~ O N 00 tn O r p N r 00 1- a0 c0 c0 Ln `n CLO LO Q~ O co 000 0 00 _
tri U? N d 4 ~ ~ ~ N N 0') m CD 00 00 00 00 CC) 00 co 24+00
01 20+00 21+00 22+00 23+00 pp 19+00
15+00 16+00 17+00 10+00 11+00 18+JO 12+00 13+00 14+QO - ¦ 71
I

~i
I E o
- CURVE TA6LE I" I ~ "
~ i! i CURVE LENGTH RADIUS DELTA TANGENT CHORD DIRECTION CNCIRD
X43 412.63 150.00 157°36'52" 758.06 S80"45'06"W 294.29 ~ to
C44 j58.84 800.00 25'41'59° 182.49 S33'1T28"E 355.84 z C45 319.33 225.00 81'18'57" 193.24 N©5`2g'Sg"~+ 293,19 ~ w w
J .Q ~ Q
VULCAN Y-4867-1 (2'x3') TOP 1195.50 U ~i~ W
INV. P4 187.70 INV. OUT 187.65 U1 r N ~ J_
O> O w ~ >
154 ~ W Q ~z
24" R
~ 0 ~ I o ,z ~ c' I~ ~I
C~ ~J' N, F~ VULCAN V-4867-i (2'x3') 0 CJ
TOP 1194.0 MJV. IN 188.21 ~ > O
MV. OUT 188.16 K O q ~ rJ ~ ~ N
O Z t7 I ~ N
O I
. N O O 2
i k- W ~tVrldln Q J
4O ~ ~ ~ O ~ ~
41 ~ ~ ,A 46 ' 47 O w n ' O 45
O 39 4Y ~ A `Z O O EJW 7 CAT 505 CH BASIN CURB INLET ~ m 43 44 W/TYPE A13 GRATE do TYPE it BACK v ~D 48
C TA + ~ 0 ~ ® ~
TOP 195.46 I ~ N ~ 42 MH ~'TA~ 26+37.69 ' d 1 INV. IN 190.87 ~
3a i INV. our iso.n . 1 30+33.41:: 44 MH sTA'. STA 26+52.26 - . ...I 0+33.41:
• ` 53.32' C/L ELEV. 194.68 • ~ ~ 54.99' 49
33 6165' ~ 61,78' 93 54. •
73.39, 72.6 99 g9. ~
~ ° 73.39' 73.39'
6 5 !~'1 s, 99 _ f
R C44 \ - a'avC ` C4 . \
90.30' ba.20 S.g 5 i ~ i 0. C4 5
~ 84 STA 30+11.22 10'~U~~ 8>.13, ~ . h~. ~ / r~ EPS~ B6 64.T4~ C/L ELEV. 195.27 Z17Y F \ s ,r M \ 99 0.~
` ,y 64.6' 6' CI'ME 30 6 64.56 64.6 28 LF la N1 9. 1~. h~
_ \ ~ P.CP~fO% P ~a. ^ : ' _I~ A
. - cTA 't+ i 45 3_ 0~„_
o • i 12 - - • E~W 7505 CATCH BASIN CURB INLET W/TYPE M3 GRATE ~ TYPE':Ti BACK /_1 C STA 30+01.36 1 ~ 1 ~ ~-TC '?5 r3 9, ~ /
ry ,o. 41 MH STA 24+94,92: 43 Mai STA 28+35:57 ~ ~ TOP 195.45 I MH ~TA 32-~ Q6.49 45 STA 33+22:25 'S. ~ -?t 199.55
h 13 / 11 I ,INV. OUT 19715 • ~ o l~ , 10 ~ ~ 1 , q~~ - ~pt ~ ~ _
. ~ 9 7) i h y'~~ ~
4 N r ~ / ~V` h ~
A . o M T ~ 9 {'.~{A.~
CH STq 4+pp _ . _ _ J 35.
3k p0 ~ 3 p. STA 33+35-54 t ~ ~ ~p
TC 196.95 ~ ~p .{GN P
~ ~ 3 1 ~ J 0 P M N
~G 1 ~ ~ SEND COAIMUIIiiY CIRCLE DR.
574 53+35.59 ~Ta 10+onnn i'rr i~F-;
``,ttlll111111J,1
CAR 0~ ,
~~0~.~''~~ESSro'~. ~y ; ? ,~~Q Q ti-;<~~ . 9
SCALES: PROFILE LEGEND
1" = 50' HOR OFFSET 50 LEFT- - - - - - VPI STA=27+50 CENTERLINE- - - - - - - VPI STA=29160 - SA EL ~
1" = 5' VER OFFSET 50' RIGHT- - - - - - - VPI EL=i 97.50 VPI E1=195.09 - 19843
CURVE LEN=210 CURVE LEN=210 SCALE: 1" = 50' v ~•.,F ~ ~ .rV01NE~,•
K=54.55 K=127,27 41 42 ~ 't1/ ~ .`~~0 0 5~^ 109 1 ~ ~ 150 I , 200 ~ S AEL ~
43 44 .'111 ! !
T-- _ _ rn ~ _ , „ - ~ ~ ~
1~ ~ i ~ i
~ O +ri tp M,- +N nw } ~ ~ ~ I~ N N ~ ~o~ N~ PJ~ ~m ~ ~ p~ ~ ~ I~ N ~ I 0 0 ~ , ~ I ~ ~
Q .il q 4 Q 11 ~ 11 r- h II ~ ~ ~ m _ _ 210 - J ~ O Q + ~0 t V71 f ~ ~ ~I f ~
Ul W cn~- uFiO U~1 W Ha0 ~ J H~ F ~ Qd f- I- 2 i. ut ~ ~ W ut t- 1n W ~ O Q Q ~ ~ i F
= x U U m~ ~ ! ~ ~ ~ 2i0 x s _ _ _
_ . II II ~ ~ . ~ ~
f.. F. a> I irn u ~ of ~ ~ i I ~ ~ !
205 ~ ~ ~ i.~ ~ I
I I V ;Ir vl u i ~ ~ ~ ~ I ~ i
~ - i ~ - - I ~ ~ a i I - n ~ -t-----~--- _ I 2 c _
I ~i i ~ j ~ z T i
N i _ i o~ ~q "~i i iN >
_ ~ _ o~ r I I Z ~ ~ ~ y
200 _ ~ F u ~ ~W ~ ~ i ~ li~ ~ ~ I ~
a i1 _ xx I a s ~ 1 w~ i i i j - - ~ _ =--d _ ~ ~ ~ i 200
• _ I _ ~ ~ - - -I---- - z , ~ - w ~ ~ e F
_ _ _ _ • _ i I ~ '
`ia5 ` 0.500% 500q ~ ~
19 5 _ - ooq _ _ _ _ w-_ - - _ i I
r - - r i t m ~ 195
_ ~ f - I ¢ _ c 18' RCP z ~ _ I
~ l ~ i ? d ~ f ~ ~
2 m _ _ I ~ ~ ~i ~ i ~ i
_ z _ r i f I i !n ~ o
24' Cl. ~ a _ ~ ifii lF 8° PVC 5 5 ®6.4? J - - ! ~ ~ 190 ~
195 LF 8" PVG A O.d9: _ - ~ , I
- 195 LF 8" PVC 5.5: ~ O.d% I ~ I _ ~ ; I ~ ' ~ i r~u ~ U ~ ~ ~ t _ 4 , a~ I ~ , N
28°s _ _ j I ~ I ~ i i ~ ~ ~.i ~ ~ ~ w I ~ I I i Z J
185 ~uG v 1z6 W ~ ~ a ~ ~ O j< ~1
_ _ i ~ 2q0 w ~ I d. Il. ~
- - 3 185 a o
x ~ i $ ~ $a ~5"Ut` _ m;6 1 _ _ ,2 _ _I ~ f ~ ~ 1 , I ~ ~ ~ I i ~
' m LU
180
I ~ t I
180
175 _ - w ~ w
0 v a M M m n m 175 W
O N co 0 W co H,,. . _ O2 00 i Z co co ou~ (P 0 ~
r z N
170 0? Z 00 2 o _
mco m 00 m co co N00 U
zz zz ; ZZ Z 170 Qoz z - ~Ld
WXJ
C~ 00 00 p N (0 r') 00 d if) t- m Co } ~Z
00 00 m C ~ C rn rn rn rn rn CF, cp c6 O Q
24+00 25-f ()0 26+00 rn ma:z
27+00 28+00 29+0O 30+00 31+00 32+00 I _ 32+00 +00 34+00 35+00 36+00 371 00 38+00 8
¦

o -
CURVE TABLE ~ ~
CURVE LENGTH RADIUS DELTA TANGENT__ CHORD_DIRECTION CHORD II II
C21 58.54 800A0 4'11'34" 29.28 S58'51'46"W 58.53 ~ C22 95.25 800.00 6'49'17" 47.68 553'21'21"W 95.19 z
C23 119.89 400.00 25'46'01" 91.49 N62'49'42"E 178.38 ~ G.i
J p U Q
U ~ U w
U) J N F _J O > W
N = _ ~
wa K Z
L~ M ~ O
Z O 3 ~
O ~ ~ N ~
~ } O
Q I ~ ~ NO O Z ~
! -ai N
A N CURB INLET ~ E~AW 7505 CATCH B SI 22 O 1 A K O W/T1PE M3 GRATE ~ 11PE T B C ~ p
' I I i I i I ~ 0 TOP 192.84 O Z INV. OUT 168,84 23 W W
~ Q I I .-Nr7d~ Q J 60 LF 24" RCP ®1.5% ~
I ~ I I 24
' ~ I I I ~ I , I MATCH EX. . STA 16+02.13 STA ;5+~;~4~ 29' BB 33 MH STA 17+95.72 LATCH EX.
' l I INV. +186.39 JV. (186.39 ;TC 192.85 R TC 192,84 21
' ' ~ I a STA 12+48.39 :STA 15+45.18 50/.,/W, 38 MH STA 15+ ,C.29__ _ _ . TC 191.40 I LTA 12+48.39 =STA 26+31.4. 'pIIJI'1Y DRP~T' ~
W I ~ ' ~ i +187.77 ,p +187]7 C/L STA 15+4d1~ ~ ~ ~ EJW 7505 CATCH: BASIN CURB INLET ' r-STA 16+28.42
!I~ u. Ix, I W/TYPE M3 GF=1>r k TYPE T1 BACK I TC 193.24 ~ ' 60.85'
~ IW I I I I BEGIN TC 187.48 I I STA 12+73.39 TOP 19190 i 79 62.4q' ~ O BEGIN TC 187.48 IN`l. IN 187.94 ~ ~~'~~~~~~10'x70' SOE 119. i ,
Z I I DEPRESS TC I ~ ~ ( h STA 12+73.39 INV. OUT 187.84 ?SR - - - - - - - N 60.5 ~ O. ^-DEPRESS TC ~ 2
_ I I ti 10'x7050)£ ~ 98.57' ~ _ 4
U) ~ o I 104 LE 18' RCP ® I I I 3.OX W/2-6' FES I I I G 01 1 ~
C/L PIPE STA 12+53.39 ~ m t I m m ~ C21 Q - - - m N605733'E ~ _ - - - _ rc _ N60'5;!'33°E _ -
C/L EK SUtdJYFIELO RD.~ - - - - - - - - y1' rn 230.09" o b 72.88' 72.89'
STA 112+32.39 I ' 1 N C/L ELEV. 1186.81 I ( I N D ~ 1 7918 STA 16+86-35 ~ C/L ELEV. 193.99 STA 18+66.23 8q 60,
I ~ I I I r V 1 6.16 ~ gpF- 's L ELE 9
J_J BEGIN TC 187.48 109.61' - i01TO \ STA 16+36 62 _ tOx>• 0 0 SDf - I ~-TC 193.37 3E61N TC 187.48 STA 15+32.59
_ STA 12+73.39 (DEPRESS TC) >TA 12+73.39 C/t ELEV:..19152._.._ N R T \ C/L STA 75+9!.10 = Q DEP ESS C) 30 CF 24" RCP ®LO% ~ STA 26+37.21 TRINITY DR ,
li STA t2+48.39 C/L ELE:V. 192.47 ;TA 12+46.39 EJIW 7505 CATCH~BASIN CURB INLET 15
' EJP tP~~00 :VP tOf'~ 00 W 'TYPE M3 GRA1L & TYPE T1 BACK. ~ STA 15+95.53 C/L STA t5+58.15 I C/L ELEV. OOO.OO
INV. }182.91 Nv 1182.91 TOP 192.15 t ~--E,~W 7509 r,A1CH BASIN CUR81NLE1 16 INV. t8Y54 ~ ~ W/TYPE M3 GRATE k 7YPE 71 BACK ~ 17
IFIV. OUT 187.44 TOP 192.01
e STA 115+60.15 INV, IN 186.72 14 , TC 19215 1 INV. OUT 186,6_,__ -
I 32 LF 24" RCP ®I.0% `---30 tf i8° RCP ~ 1,0%
I 196 LF 24" RCP ~ 2.4% HP STA 15+75.17
HP iC 19241'1 `
STA i5+63A3 TC 192.24
EJIW 7505 CATCH BASIN CURB INLET -J W/T+pE A13 GRATE & TYPE T1 BACK
TOP 192 2q
INV IN 1P~7,12 INV ~%UT ia?p2
i
'
`ttltlllllllll7////
I t~ GAO 4~ ~ i `r
o , 'FESSio•' . y ? ; •Q~° N9~ 9
_ A - SEL X9843
i, 8 3 •.FN ~2,'
• ClN4.,.• .
VPI sTA=18+50 ,,71 NAEI. Jttt. ~•B•o 119u11ullt
VF'1 EL=196,77 ~
i _ c~a ~ CURVE LEN=144 ~
~ ~ K=54.03 ~ r
s{s 33 ~ _ ;
--I-- ---~T-.. I I -r-._. i { - jT i ~ ~ ~ I i j I I
1 ~ ~ ~ I i
I ~ „ I ~ ~ ~ m E.n r• I
I I °i 'I I t r°~~ M1; j NI ~ I ~ ~ II _1°_
I I 205+ i ~ ~ ~~II 4 Ilea ~J~o zo5 ~W~~
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W J 200 ~ W, ~ J + ~ m Q ,:o + + ~r
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N P I N) ~ i r r I r
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L r 195 - Q G o al ~ j n o~~ 14`70 195 w w z z I z z w w 1.59 -
U~ P C] I ~ • ~ r I
~ r a N J ` .ter - ; m I
W ,~h }I N V
Z V Z m 7 ~ / ~ _ _ _ a
N 190 ~ 1.6~7a ~ _ 190 I ,
V Z l9 'r x w ~ _ - ~ WAR ar ' IS° RCP 6 PVC { ' ~ ~ 10
w ro ~ i ~ i ~
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i ~ i / ~ i " ~ ~ ~ ~1 i u ( ~ ~ C71 i
v ~ 1 ~ ~ UJ ~ w ~ ~ ~ 185 ~ ~~N
' 185 II 18" RCP ~ NON U
i ' ~a I ~ ~ ~~W
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1 ~ ' ~ ~ ~ J I i f ( ~ p rti E~ ~
80 _ m _ ~ I ~ U~ m - ~ ~ m m ~ ~ _ _ ~ _ L~ - - - v{^' I _
SUM - E S N , _ OT FROPp _ ' LIME IS NOT PROPp~p BUT SHOWN TO APPIl' TI1n 117 µ`1 _ _ _
S1 - - ' - , - - - - LL SERVE SUNP - - - _ ~ ` - _ , IYFIELO IF NEEDEDrM Tkf FUTURE i I I~ 3 ~ _
_ I--___-I
Wl ~ 197 LF 8" pPOP 0.9
ZZZZZ= 175
175
W
V
II 170 170 w 1
a O
E ~ H r- `."n~N Ul z N
000®I^ N0? .h N7 U a _
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165 165 ZZ W 0 z Z
o - W X J ~aaonro 00 as aJ
mm> > oz zz I =
LO r rn rn 00 co d ~ N oO4 Oi r~ M rn ~ ~ rn
i r; 06 a N ¢ U~ (.6 co LL Z
160 - ca co rn rn 0-) rn rn rn m rn rn m 160
12+00 13+00 13+00 1-4 ~ 15+00 16+00 17+00 1 8+00 19+00
i C=169

I
I WLCAN V-4867-1 (2'x3')
TOP f 195.50 iNV. OUT 187.70
I I
I I CURVE TABLE d.
I CURVE LENGTH RADIUS DELTA TANGENT CHORD DIREC110N CHORD
" C24A 27.76 200.00 T5T08" 13.90 N79'41'17"E 27.74 ~l a~ f u II
• ` C24 286.40 200.00 82'02'52" 174.00 S55'18'43"E 262.55 wl p I ~ ~ ~ C25 314.16 200.00 N5 ' 2 t ~ v, ® 13 90'00'00" 200.00 91717"W 82 84
~ I O w C26 202.30 1000.00 11'3528" 101.50 N81'30'27"E 201.96 ~ 12 wI ~ I EJIW 7505 CA1Cy BASIr~1• CURB INLET"' ~ Z w 3 MH STA 31+87.45 ~ J w
~ ~ ~ ~ C~7 348.99 200.00 99'58'46" 238.26 ~y rj QI I W/TIPE M3 GRATE & TYPE T1 BACK - S3T18'48"W 306.37 ~ ~ z + C/L STA 20+91.87 =STA t ~+88.45 LINE "A" O U Q
~ ~I a I TOP 194.58 14 G I ~ U f~l W
~ o INY. IN 187,28; 0 ` I ~ 3, ~ INV. our 187.¢a oI o U1 IV ~ Z J K
2g ~ : L ' o r ~ STA 20+33.98 I 28 LF 24° RCP Q 0.3% / i ~ 2 J
MH STA 20+20.18 32 `~.~,TG 194.93 G/L STA 2D+9,.87 ' 31 MH ST - sTA 2,+44.7 ~ I I A 21+52.41 9 CROSS CP.EEK DR. ~ ~z
TC 195.18 10'x170' SDE- 7889' 54.53' 15' UTII. EASM'T 15 O v. 231 .1 v M
4' CONC. V.G. ~ J10 132. ~ ~ O q Z o e~ ~ ~ 3 N
SPILL UP ? 53 92 s4.53: , 20'R } $":D1P~~~1 /4,F ~ rn h N
STA 19+64:80 r - - - TC 195.62 ~s• ,y" ~ `^t~? v J I ~ O ~ ~ ~ ~ O
>r MI- • 04./1 ~A SJ• 16 ~ \ ~ 4 I
`%~o`i' ~ p ~R O M ~ ~ \ ~ o z o H STA 30+30.99 ti~ 2
0 ~ 89 I cn , ~ / , yT, w 9g 8g 0 ~ ~ 22 ~ ~ 0 ~ ~ ~ ~ O O
C/L OSS CREEK DR. 9+ r i ti . ~ kti v ~/pp v 0 ~ a ~1~ ~6• ~ 6ti I!? ~ O ~ Z
,,.~w STA 20+00.00.....:..... ; IF... iR s ~,/A~ GJL ELEV. 195.09 I ~ Iz W S .S F- W v. 0 ~ L~ ~ ~ 0~ ~ /AS ~ A CJ M c} V1 Q h
.s s. 1'` I d Iw ~ ~ ,,6 A~ S A
V' 07 ) 0 a ,Q-~ IW ~ d \ 17 21 I d IW 9~ ~ ¢ , ~ tip/'
STA 19+72.24 ~ ~ ~ C/L ELEV. 195:7 19 I < ~ STA:.22+86.40 ~ / ~ \
a IZ Q I a Ia C/L ELEV. 196.81 ~ 20 \ l Yr~ ~ ;x' ~ 1 O r ~ 9 / 9~
o O 21 ~ s STA 30+67.43----~ `R,y \ a;~ C!L ELEV. 18i.OD LA
4 / ~ I° EJ1W 7505 CATCH BASIN `CURB INLET o ` ~ 18 1y/TYPE M3 GRATE & T1PE`,Tt BACK `Ji ~ . ' . 10 10' ' o~ ' A~ i/
O C/L STA 20+91.87. 'y ' 30 MH STA 23+34. ' . 43 D ~ TOP i 94 S8 20
INY. IN 187.15 . O `'INV. OUT 187.10 `t^ ~ 18 ` ~ ` R ~1"
~ EJIW 7505'CATCH BASIN CURB INt.Ei g6 ~ , W/TYPE. lA3 GRATE do TYPE Tt BACK 0 5~ p~~ g a. S. ~
I r ~ s. C l sTA 55 INV. 186.75 ~ ~p ~ ~ / 37+64.68 ~e l ~ J o S ~ i 19 TOP 181:76 6 ~e S ~ ~F~ ~ r)
s. r ! ~ INV OUT 178.68 i I 22 F / ~ / -
STA 23+86.49 ~95~,. j CJL ELEV. 196.52 ~ `-STA 28+65.1 3 (/L ELEV. 18396
~ ( 28 LF 18°'RCP ~ 1.0~ ~ C/L PIPE STp 27+64.68 /
ti ,,5 ~ ~ ~ ~ ~ ~ rn ~ ~ \
~ / P v ~ STA.27+00.65 i ~ V ' ~ ~ ~ ~ ' C/L Elf_ v 182-56 ``'6 ~ a / - :
, ' /~lj
37 . ~k3 ~ E,AW 7505 CATCH ~ -_,15' UTI_L_Eq~. / 15k~ W/TYPE A13 GRATEBd E,AW 7505 GIITCH BASIN CURB INLET ~ W/TYPE A13 GRATE k TY?E TI~`BACK
~ a ~ -C/L STA 27+646P 23 - _ - - 138.82 i0P 181.76 ~C/L STA D+646P i0P 181.76
-1b2.31 B. ..INV. IN 178.40 6~ ~ 8 OIP g.S s INV. OUT 178.30 INV. IN 178.40 INV. OUT 178.30
~0• 40LFIB"P,CP®5 40 LF IB" P,CP ®SD7 W%6' FES
8" PVC W ~ 1NV 176.00 ~ ~ A11R yY 1NV 176.D0
~ _ Sp6 f 12
MH STA 24+ ' 75.52 9 -
fiJ 85, ~ 81.°T.
lw) ~ ~ t 6).85' \ - ~ ti
~
Q. MH STA 26+39.11 8 • ~
25
i 11111111 11~, 11j1/
27 ;~'a`~, 4ESSio~; ~
26 ~
- - - SEAL
r / - 19843
~ SCALE = 50'
PROFILE LEGEND VPI STA=21+20 ,~,i _ - SCALES: OFFSET sO' F - - - - ° VPI EL=194.07 STA-23+00 VPI STA=25+DO .,CINE,,.~ rv`F- ~ 5% 10D 125 150 1?~~ '00 . .O
1 = 50' HOR LET VPI EL-198.03 CENTERLINE- - - - - CURVE LEN=210 'Jf~l ~ HAEi. S SlA _,+50 VPl STA=29+60 VPI ST,A=31+00 ~ ~116t1p1 I>>~
CURVE LEN=150 VPI EL=195.03 1" = 5' VER OFFSET 50' RIGHT- - - - - CURVE LEN=190 > ~ K=46.87 WI EL= v7 8 VPI EL=1°933 ~ 27 I EL 186.53
W 32 ~ 31 K=56.76 u, W , 3~ K=35.19 ~ 29 28 rn ~ CURVL_L_N-CFO CUR'JE LEN=160 rURVE LEN=1
~~,I w4 J m~ ~ ~ 28 K - 20.9 I 20 K=21.33 K=35. _ i I 36
i N D `I of J «rn- ©n V d N rn ~ ~I N N ~ f I I I i 1
r~ I N~0 ~ ~~'n rnN n a~ UJ a • ,tt7 I U cJ H + .t I Q ~ iA ± ~ rn VN~ N{ H ~ ~ 6 I~ N ~ 0~ N I ~ ( ~ i 0~ N i ~ I p ~ ~ ' ifl r7 N I ~ m r l I i i i I
II~~ o. orn I ~.0y -~rn N`~ ~ +~i v # c+ +r` nN ~r + ~ ~ 205 F µ , a°,~ °o Q tt rn Q IL _ W ~J II ~ m a~°' ry ~ N rn N t_0 ~ ~ ~ m ~ ~ , 7
u5 W ~ ro o ~ ~ w I ~a ~ ~ ~ ~a ~ II Q'1 Q 11 Q ~ N.- f-E- E W N ~SS + W ~ U1 W ~O I- J f-~J QO Q d II ~ M ~ ~ ! iO - CO
+ Q O ~Uy pU, ~ 2 2 U V I ~ Ili (n W N H N a UCt SS 1- o C If II I p r-,~ N H ~ I ~ ~ ~ ~ ~ i, II Qd ~ I
~ •1 i !n CJ Q + > tD l I ~ ~ ~ I 11 Q. J ~ ~ ~ I Irl Q ~ ° ~ I ~ II U ~o i I ~ „ i I ~ tL ~ ~ 20J z x ~ ~n w i _ I , ~ ~ ~n r- i ~ ~J U - - I j ~ ~ {U p. i ~ ~U O I j ~ ~i~a I Z I-
I- ~ H ~ N I- i s ~ II ~ II ~ ~ I I _ Z ~ O N Z Q d 4 I W p ~ I I I " i II i I ~ i tl.., f t i1 i I
z Y z ~ > : ~I I ~ ~ ~ } ~ 200 ~ ~ ~ ~ ~ i N. _ I ~ F- i H i I li I! I X10. Ali JF-~`- r-{r ~ A
ii ~ U ~ ~ Z I Q - I w~~ I' I ~ ~
to I ~ Z fl. I _ o~ i m wl Z w ~ x 1 ~ I
I) ~ ~ I ~ -1--- -1__ _ ~ ~ ~ 200 i --E - ~ -
C - ~ ~ r ~ ~ i I M m~ I ~ _ nl rnj ~ r'll
- - - - a ~ 195 _ o©x _
} I ~ ~ N ~ ~
~ ~ ~ \ Eq
~ ~ /.Z~- i - I iD ~ N w ~ J ~J ~ I - J, ~ ~r
_ ` i wl ~ z ' ~ ' i ~ ~ I ~1 ~ } i i i I
19 0 M m WA~•R ~ ~ , ~ I ~ I w I t I I ~
I ~I ~ I ~ i } ~ I I i ~ _ s
12" CL. _ ~ - I I ~ ( ~ I , ~ ~ ~
1 . _ 24" RCP 3i j i ~ I I i I _ ~~.>v--- ~ ~ ~i ~ a90
~ ~ I I ~ I ~ i vl' - J ~ ~ - - rn 6? ~ ~ I ~ ~2.
I Oy c _ ~ _ ~~ca o~~' ~ I 1 ~ ~ ~ I I
1 _ _ ~I, 85 ii ~ `
I _ v _ \ ~ ~ ~ ( ~ I I ~Ic„
_ ~ ~
~ ~ ~ ~ I ~ ~ ~.1 , % I I ~ to ~ ~ ~ ~ ~ ~ ~ I f ~r_----- ~ tom,,, N
X I~ I i i ~ ~ / ~ , N ,
1 _ _ _ ~ _ ~ ~ E I - 80 _ ~ ~ ~ I ~ ~ i I ~ E ~ t,.l w
~ ~~i ~ I I{ ~ ~ OXO~ ~ ~ ~ - ~ { ~ ~ I ~ ZQ~ ~ /i ~ I I I ~ _ rl~~
_ ~ ~ _ ~ ! 180
~ 18" kr;P ~ ~ - \ I ~
I ~ ~ i c - _ ~ ~ . 1
175 _ _ ~2 I 3 ~F 8" p1P _ _ _r I I ~ 0.4~ _ _ f w ~ '4 f,L i" ~ ~ I r ~
vir a.S. 0.4% I -6~
u 187 LF 8" DIP S, 5. 0 0.4% - 13 If " 175
2 8 bIP S.S. ( 0:49' _ _ ' 151 lF 8° DIP S.S. ~ 0.4% 777 ~ 00
o, zzzzz~ rv o Y~
170 zzzz '7- - 386 LF 7D -IP S.S. ~ 0.4 0 W
000 W
137 IF 170 U)
z ED
C,+ f n n o N O M N 1 i N 0 0 _LO
165 . D N t L ~ I~ rnd EE Z N
F °00 ; ? O Z Q z - n M U
_ O 00 00 > > > > co 00 co ro co uo - O 00 Z0 165 <
Z Z zz » N r r ~ ~ Z Z z z o ao z Zzo - ~w
N I~ U-) t0 r7 Oi - - z_ z 0) 00 0 0 z - 0 WXJ -
160 r rn rn rn m 0) rn r; ui ~i r7 C6 4 z z 00 OD 00 mo> Q0 Q0 0) 00
19+00 20+00 00 co d N tf) (D Qc) zz z pQQ N ( 00 cD - - 00 00 00 Do 00 00 aD 00 00 OD a z
- 21+00 22+00 23+00 24+00 25+00 26+00 r 160
27+00 2+00 29+00 30+00 31+00
.32+00
CAW 10 is

i
i
I
CURVE TABLE o ,
CURVE LENGTk RADIUS DELTA TANGENT CHORD DIRECTION CHORD C27 348.99 200.00 99'58'46" 238.26 S3T18'48"W 306.37 ~ ~ II II
C28 185.86 500.00 21'1755" 94.02 184. I N02'Ot'37"W 80
C29 127.36 2000.DO 3'38'55" 63.70 S06'4T53"W 127.34 C30 92.71 1332.73 3'59'09" 46.38 NO6'5T59"E 92.69 ~ ~ ~ ~ a' Z
C31 91.04 1332.73 3'54'50" 45.54 N10'54'S9"E 91.02 W ® ~ w
C32 262.82 300,00 '11'41" 140.51 1 'i '27" 254.49 a ~ d ~ O O Q v ~
C33 278.49 150.00 106'22'27" 200.41 Ni5'51'S6"E 240.18 4 384.48 355.48 61'58'11" 213.47 S38'04'04"W 366.01 ~ Vl J ~ N F..
O> O ~
J h, > ~ _ ~ Q
aZ
~ ~ o 0 Z o
. . 'S N O, ~
~ 25 26 ' O i VULCAN V-4867-1 (2'x3') N
I - 2a ~ ~ ` ~ - - 90' R/W 0 , I - i 39 TOP 3176 0 O 38) _ / INV IN 16712 ~ O
i t ~ { ' 27 EdW 7505 CATC14 BASIN CURB INLET O' W/TYPE M3 GRATE k TYPE Tt BACK SIN CURB INLET ; / INV. OUT 167.02 M O N TYPE T, BACK MH STA 42±94:68 49 o Z o /
0 STA 38+08.28 t TOP 173.44 i` ~ _ ~ _ 28 TC 173.44 INV. 1 _ . N 168.9 1 ' 9 B ( O ' 34 INV. IN 168.99 (15'3
58 LE 3D' RCP ®1.09. / MV. OUT 168.89
46 M~{ STA 32+94.90 STA ~7+84.OD ~ ~ ee :..:.:.::T. P ~ - " TC 472.32 ; STA 384'•38 45 yl P/o' / ro O _ ; W E~ 0 ® / O Z
r ! ; TC 17344 29 j O K....... _ 4 MH STA 3~+02.29 I 7 6:58' r° o Q - r w -..ry 3 a~ QC' r 4 J O - - 14 / ~ / N r`a ~t if? r~ !L
LF 15° 0 .5 G ~ ~ 40 RCP ' EJW 7505 CATCH BASIN CURB INLET STA 41+76.22 6, , /4h / 41 ~ 6 / w
/C ~ . _ . _ W TYPE M3; GRATE do TYPE T1 BAC1< ' STA 34+16.42 ~ - STA 38+60.73 Q` ` C/L ELEV. 174.86',; 71:41' ~ CfL STA 37+82,II0.........,_ _ TC 172.69 35 O C/L ELEV. 174ra0 2'Sg / 8b / / EJIW 705 CATCH BASIN CI7R8 M1LET
~ 13) ~2.2T TOP 172 J2- t _ ~ .60 101 ~ I m p INV. IN 168.31 - ' _ 35 / W/TYPE M3 GRATE & TYPE Pt BACK. - CJ3 ~ ' / C/L S?A 43+76.41 ~
~0~ m 71,50' INV. OUT 168.21 N EJIW 7505 CATCH BASIN CURB INLET ~ ~ - o W/TYPE M3 CR¢Tf k #YPE Tt BACK l' S. ~ J02.42' 10'x70 SDE. A ~ / ;Ipt CURB INLET #YPE Tt BACK g`L / `TOP 110.94 ~~6 tNy IN 165.66
C STA 38+62.73 • TbP"4.72.8J, ~ i B INV•; OUT 165.65
INV. OUT 169.19 - ~ ~ 11591 ~ p5~
?7 " - - ^ ^ ~ ~ ~SpF STA 39+13.40 - ~ ~ _ . ~'=x - _ ~ X3.10' C/L -ELEV. 173.11 A 39+13.40 , `r5~ ~ ' ~ ` 1-ELEV. 173.11 ~ i ~ 51.30 / 86 , . ~ ~ \ r
6 - - ~ 8.86, I 87.83' - 'r'r..~r,W,,. C3Q - ° 80.78, , - \ 50 MH STA. 44-X41.67 88.14' ~ ~ \ _
- 74.20 - _ ~ _ . - _ _ _ . , 57.50' 74, ~ ~ C3j - sO, 42 ~ R - ss LE 24" ReP ®1.oq
O ; : _ 85.22' ^ I . STA 37+29.65- 1p. ~ WQ _ _ _ / / ~ r',q• n0$ 'P 55 t` \ STA 44+54.71
N TER r / FLEV 17 70, ~ 2.3 _ ~~'J~~ I' S6 O -'-C/L ELEV. 169.62 _ C32 ~ ~ E~dW 7505 CATCH BASIN CURB INLET \ ,
28 LF 36" F c C ®0 57 C/L A ELEV 2173 33 , ~ I _ _ _ _ ~ _ _ ~ W/TYPE M3 GRATE & TYPE Tt 8AC1( / N \ ~/L STA 44+39.32 /
- ~JI1Y 7505 CATCH BA51N CURB It1L~1"" i i i i j 10'x70 SDE " ~g W/il'I'C M3 GRATE $ TYPE T1 BACK N 90' ga fioP ,ss_se ~ \ 4NV. IN.~ 162.78 (i8° ~ 4~~ ~ \ / 0 / ~
7 i i , - C~ S1A 37+79.65: i _ i i _ _ TOP ii2.32 I _ _ _ 64.58'~"r INV. IN 164.99 (24") / y1 \ 64.88' 64.88• INV. T / . f
. INV. IN 168.02. 0 . 5 i O I 57 qU, 16268 / Ogg / ~ ~ PA / 43 , \G'
6 3 INV OUi 167.97 STA 38+22.37=.~ i ~ 0 _ O TA 10 00 0 -STA- 3741.85 ~ ; S + .0 BRIDGEWAY Da - / ~ MCP / F-P w, l / Sp ~ \
7 - , _ - ~ 1 2 32 ~ JL E 2.37 - - 2 1 - _ - 4$ MH STA 39+93.1 %RP ~ ~ \9 ` . / ~ /p 154 LF 24" RCP.® 0.5 ~
138 LF 3B' 61 RCP ®4.257 I 60 /`.t 9. \ v
O 60 59 ~ / ~
t J~ 0 , ti~ ~ \ . ~ h
I~ DRAIN. Eq~, _ - \ 0
i it I I T _ w ~ ~ 0
_ ~ _ ` ~ \ ~ 9~. D~
i - Rl'p . _ _1_ 1 P _
/S' FE_ _ C~1. STA 38+44.68 (138.41' RIGHTS - C l STA 45+90.63
4 OIA. M.H. J.B. W/24 ROUND OPENING d~DIA. M.H. J.B. W 24" ROUND OPENIN IN1 / G f 161 S9 TOP 3168.75 I~v
TOP 166.50 INV. IN tfi2.tt iNV. IN 163.65 "
INV. OUT I6'2.01 i ^~Y LMlT 163.55 C
\ C~
i 1111111lIIill/~~ CA
i ~o, ~a . ~o f°°, r
I SCALES: :e
1" = 50' NOR SA EL -
i 1"=5'VER 19843
PROFILE LEGEND vFl sTA=33+oo scALE: 1" = 5a'
OFFSET 50 LEFT- - - - VPI STA=38+00 ' CENTERLINE----- 46 VPI EL=175.93 0 50 . • NGINF,,.• ^^pp VPI STA=41+50
100 125 150 175 Z00 VPI EL=171.93 OFFSET 50' RIGHT-- - - - CURVE LEN=280 CURVE LEN=164 ~tp VPI STA=a4+,,G ~j`fA ~ S ~ MI EL=175.13 49 50 E II VPI EL=170.13 ~ unnll
h .62 ?2 47 K=sz,oo CURVE LEN=300 CURVE LEN=200
_ I K=83.33 K=121.21
l i _ ~ i I
a ~ 0~1 0 ~ I ~ o o.
~ ~ + rn } M ~ ; n r I i` con _ n'~I _ ~IN ~ a } rn O r7 ' i
195 _ _ a u II ~ ~ Q O 11 ~ ~ as _ ~ a B Q II ~ I I I ~ ~ II ~ II ~
~ I- ~ o F- ~ Q II ~ w cn !n w ~ j w 1- ~ = x u1 w i I- 1- ~ ~ d 11 F a _ q ili ¢ II _ _ -
_ _ _ y ~ a ~ a o_ U C~ - ~ W Lq ~ Vl W ~ Vl W I
_ _ ~ ~ A d I did ~ U U I > ~ > Q0.
_ I n N I II II
190 _ _ _ _ _ _ >I _ in i ~ ~ d 1 n rn I
w ~ n ~ M F rj n~ 190
i . . p UI A n ~ , to -o
~ _ ( n tv to F- ~ ~i I M n _ ~ r
, - S 2 _ _ _ _ - _ , _ ~ f ~ ~ MI ~ ~ - ~ I _ _ _ I
185 _ _ _ _ I _ _ _ _ _ _ L.. ~ I . ~ _ _ rn I _ +N ~ _ ~ri I _
. O M ~ I _ F~o ~ ~
~ ~ ~ a < + o _ _ _ - m _ _ ~ ~ ~ 185 I _ - ~
_ I
\ z N a Z j o
1 ~ ~ _ ~ wl Z i i 80 . _ _ ~ ~ ~ - ~ ~I ~ o _ ~ _ w _ o~ i 1 _ ~ ~ i i + ! ' _ I I ( I
_ w a w c w ~ a i i, F_ I 1
~ rc m ~ Z C7 I ~ ~ ~ _ _ ~ ~ I 1 pp 80 r a a I
- r ~ x I I --i'-~ i t~ (C5 ~ 1 ~ I ~ i ~ J ~ ~ ~ ~ ~ I
. ` ~ v- . . ~ ~ ~ 133
_ ~ _ 17 ~ _ _ _ I _ _ + 5 _ _ t E ~ _ -
_
• _ . ~ ? }
. _ . -1: 200. e _ _ , 1 5 ~ ~~N
_ ` ~ _,1~~' _ _ _ _ ~ _ ~ _ 1 _ ~ _
- ~ fa ` G3 ~
170 , _ _ _ a I I 1qA TEk _ ` ~ _ fi` pVC WAT{R.:. ,i o
~ i 6 H =x _ Q +O~ _ , _ _ ~~,I~% ' - 170
. 36" RCP - ~ - - _ i _ - - _ _
i 294J tF 8" P 1 _ _ \ ~S;S;®1 , ' I _ L..
165
24" RCP
4 165
386 Lr 8" 24" CL - -
S. S. 1 07
60 LLI 1 LLl lF 8' PVC 4 0.4% , ui
x fIX
n _ ~ m ~ io cp n _ 158 lF 6" p\,C S,S. ®O.aR 160 (n
v> rn U, N i co 184 LF ' P Z tQ I 8_ ~c ss. 0 a;47. Q to
155 Z _ f r~ O CQ
ZZ) Lf Z N zo N~ U
co ao I ? ~ > 00 00 D QOZ
Z Z > Z Z co Go _ 155 _ ZZ 00 00 0 wX
N p 00 n n - -
Qi r N h C~ Ln r~ M r0 145 ff~ N rl, 00 rl) - o mm> 00 00 1 m
f~ N N N
32+00 33+00 34+00 35+00 f d M N ~j O ~ ~ opI1Z
36+00 37+00 38+00 39+00 40+00 145 +o0 41+00
42+00 43+00 44+00 45+00 46+00
CM ¦

I I b .
w ~ ~
~ ~1 ~ wl ~ u ~i
~ f 0~ ^E
JI F I 2255't9
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I I 1 0 CJ ~r,.zem
I I 1 .BANU-gy$ I pes.~~ N
I ~ ~ i ~ ~ ~ + O Ci L GUST---~ ~ ~ o
t " F C' ~ ~ PRE-CAST CC~J!'PFTF r ~pF1F BRANCH i; i ~ a w ;PST „pPl_ I ~ w : v, z o
I < ~ ( ' _ ~ PIEP, SUFF0~4'S d v ~UFF0~4'S 1 I TnP 0~ .~5 ' ~ ~ ~ N
TA + ~ ~ w I ~ 18~ Ci,O [T~~,) L i S 48 39.19 I nt~aazm TC 169.27 ~ ~ I I C 1 1 6AP1R I~,ge~c ~ i B v
' O _ 46 ~ " ~I 1 ~ i . - ~.~p 1~ Z - ? ~6ax,_s ez 9 Z ~p - - --t - - - - - - - 44' QRAIN. 2c U11L. EASM T F- w
~z'~ n ~ I 47. \ 44 MH STA 48+39.19 5 I I T J ~~--i-- y w~ ~ Ny 60 ~ y ~ - - - Q ? OA; E.E4~c CAW ,
2,r C/l STA 46+85.71 ~ a ...I L
E~AW 7505 CATCH BA~1N CURB INLET OO WfTYPE M3 GRATE k T1PE j1 BACK ? ? ? ~ ~
I I can nos TOP `t68.31 STA 48+13.51 ~ I 0 INV. OUT 1fi4:31 TC 169.02 ~ su. 2 m.n -~?y ? ti ~
4g. STA 47+76.48 0 n~n'nx 2 i? J- 2 J- ~x_~ tt.~.5' BFptb , ~a p;o ~ tip 2,5',,BEND ~ u, y ~ ~ ~u a
r,~ 7C 168.67 W - ~ _ y y ids ~a ~uu4 ~V ~L, ! 1~ ~ 1 Q ~
, ~ - an_~.~
8 28 LF 18" RCP 0 0.3b 4 I ~ ~~zu Q' 6.78' 10' UT1L EASM'T ~ - ~ y y J-1 ~ y y 1 ~ ~ 1 ~ ~Q nwo'°'E L ~ea If-
` - - - - - - - - - - - _ HP STA 48+76.69 48 83.10' „ r HP TC!169.65 a i
6°PVCSS. L--------------------- ~ u~~R ~ - - - ~ Ir - _ - ~ - _ r, ~ , _ - E - 9/).04: ' 62W]!
- - ' . - W,41ER y,~g' ~ ~~~,~„-BO~~-s -t-------~------------ - 3 ~ . J__ ~ ,
i 6' p~C _ _ C34 _ - ii d' ~5 r;ssss, , ' _ -ia ,.v~
4 6 p~ WATER LINE CROSSES C L CREEK ®100' ANGLE S.Bj C l eseaE ~e ! ~p ~0 ~ kAne~ L y t~ 'L ~U v
s6 LF za• LEFT BANK ®92' RCP ®o.s~ s e1 ss.sl' RIGHT BANK ®89' W V W c¢a~na I / aROEe
STA 48+39.19 , h 82.13' TC 169.27 _ '
' STA 47+86.25 v rc 16s.7s ~ ; SEWER LINE CROSSES C/L CREEK ®89' ANGLE MH STA 46+14.05 51 ; ,
. LEFT BANK ®72 . 53 WETWELL M.H.
• sTA ae+13.06 RIGHT BANK ®75' TC 169.01 1
STA 48+99.58 ' ?G/~-.STA 46+85.71 ~ ~ ~ S2 ' E~AW 7505 CATCH BASIN CURBI INLET (90.6?' RIGHT)
' W E M3 GRATE & TYP T1 A 50 ~ C/~, CUL-OE-SAC'. TOP. 168.31 E .B CK - ~ _ . ' $TA 48+39.19
' I° ! INV IN 164.23 51 49 C/L ELEV. 169.19 LEGEND
INV. OUT 164.13 ' : ; Z
404 WETLANDS y W W y ~ ,
~ t V O :
d+ y m ~ ~
WETLANDS IMPACTED = 0.036 Ac. y y y 36 Ac. ~ ~
~ ~
. 1 1 1 1 1
1 ~ 1 1 1 1 1 1
' ~ 1 ZONE 1 IMPACTED = 0.046 Ac, 1 Ac,
1
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PROFILE LEGEND vpl EL=ls7 s~ scALE: 1" = 50' ' OFFSET 50 LEFT- - - - - CURVE LEN=~00
CENTERLINE- - - - - 0 50 100 125 150 175 200 OFFSET 50' RIGHT- - - - - - K =114.29
51 5 2 53 ¦
I_ ~ I SCALE 1 = 20 (0`~-C?F,-~31
o _ o ~ ° ~ I
~ w o ~ oo _ + a~ + ~i SCALE: 1 = 20
Ili II ~ro`° ~w 185 ~ I~ _ _
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140 46+00 47+00 48+00 00CL Z •.NGINE~.
49+00 50+00 C' - HA 12
In

i
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CURVE T4BLE I I ~ ~i ii
~~LRVE LENGTH RADIUS DE C6 151.5 125.00 gg'2 TRADIUS DELTA TANGENT CN~~~F_'~ DIRECTION ~ CHORD I I~ 125.00 69'27'13" 86.64 NSE'47'02"W 1424
C9 13Q87~ 275.00 2T1 275.00 2715'12" 66.66 ;r,5.2g44"W 129.58 z w
''10 69.70 469.50 8'3f 469.50 8'30'21" 34.91 N%a'S2'09"E fi9.6a ~
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N` 50 R~M1' • 29' BB C) STA 72+00.51 _ TC 198.55 5 MH STA 12+00.51
WI 0 1 ~ ~ ~ 66.90
i; ~ ' yr 29 m~ o I ~ STA N+30.81 C/L CUL-OE-SAC 1 ~ STA 12+[)0.51 \o, = C/L ELEV. 197.82
O Y ~ I 5TA 10+13.44 - 1 \J'''~ T ~ .85 ~ C/L ELEY.-..19924 ~ C 96 T? p8• s
7I o/ ~ TC;17232 ,SO ~ o R 1` ~ ? ~ END'. CUL-DE-SAC
a } x qq 182.8 ' E!S~ o STA 12+63.59 ~ 1 ScA 10+42.87 , ~ ~ STA `.12+38.51 T, 197.30 ~ ~ ~C~~ ~ TC 18.86
~ ~ ~ ~ TC 184.66 w ~~i STA 10+38.93 ~0 / 1 ~ T 17.44 _ ~ ~ X05
rn h P,CP ®2 OZ=. ~ 9g / ~ ~ ~ .2 " pVG cy5 / 'c
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h, ~ I / - m ~ O, ~ ~ = STA 18+7858 CRnSS CREEK DRlYE ~ ~ G ' R ~ P ~ A~ ~ E
A A o> 87.31' ~ i7 ,may ry l~ ~ ~ pyG ~ ~ ~ ~ 0
91~ STA 11+32.91 h~ 9 . 9 TC 198.02 ~ spy, ~
1 58 ~ 81'02 p / 30" RCp A F.OZ µ W ~ / ' ~ w 276.09' ` ~ STA !0+38.28 ~ A 7C t9Z26 STA +2+0051--~ ~ ~
~ o - I C STA 10+00.00 = m - f ~ ~V A ~ STA 11+68 3a T~C~ 198.56 ~ ~ ~ r ~ Tf, 198 30
I w~ STATION 38+22.37 0 7 1 194 rF _ l 1 t ro 01.48' 24" RC 'Y f GUST BRANCH DRIVE x ~ a, p ®5 t t C/L MEsCti0W5 ~ r T 196.87
/ ~ C/L ELEV. 172.37 / ~ o~ ~ 1 / EJ1W 7565 CATCH BAVN CURB INLET C/L STA 12+76.09 = CJI. LIEi `0E %5 ~ ~ \ 1 0. ~ ~ ,
b $TA 10+13.94. W~TYPE M3 GRAT{ ~ T1PE Tt BACK 95.74 STA 79+87 5A CC4~Ml~MTi ~iRCIE; ~Q (~Z)
~ 61 TC 173.69 ~ ~ CfL STA 10+40.93 ~ ELE'? '°1^0 O p ` ~ ~ TOP 173.44 . iNV, IN 168.99 AS' ~ I. (78~ ~ IO ~ " .
INV. IN 168.99 15) EdW 7505 CATCH ~A. IN Cl,RB INLE.. l4 INV. OUT 168.89 W/TWE M3 GRATF t_ rmE Tt BaCK I ~ i ~ V`~ 9 ~ _
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TC 173.44 ~ ~ ~ - INV. IN t 19.15 I 4.0 LF 15" INV. OUT 179:96 3} l cn ~ ~ ~ _ ~
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a SCALE: 1 " - 5d • • , • • • .gyp `e~•
w ^ F J pHAEt ffi'~'"~' 50 100 125 150 i'S 200 `~un1 11 ~
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SEE S1i2EAM R ~ C OSS DETAIL / ~ Z
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. 5' vER \ 11 11 PRECAST CQNCRETE PIER SUPPaR ~ T 19843 ~ - ~T ,N
\ \ NOT iG SCALE \ PROFILE LEGEND v \ ~ SCALE: t" _ 50' • , GfNEE• G`E-y,
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I 1 G 1 SCALES: I ~ ~ J
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FIBER LA ~ ~ G SSED LINED CHANNEL ~ ~ / ~ a ~
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CONSTRUCT A 60 x140 x2 DEEP + / ~ .ENTRANCE
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CLASS A RIP RAP 41 ~ Z i I ; i~
OVER MIRAFI 140N j I
9 INCHES IN DEPTH H
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SR BEFORE YOU DIG w I ' ~ ~ ~ ~
I»o eALL You FREE 5'x2' DEEP , ~ aoo s~z asas CONSTRUCT A 30x7 O0 4 w
NASN ~fl. RaILRUaa RiP RAP GRAVEL FILTER BASIN - CLASS A RIP RAP ~ a,
IR. CLEAN-OUT v ~ WITH 1.0x6.0 WE MIRAFI 140N ~ - ~ OVER
NOT TO EXCEED 1 YEAR. ~,o~ ~;R PERIOD - INCHES iN DEPTH 9 ~ Z~ O
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s A fN & TEMPORARY SEDIMENT RIP 8 sp ONCE B S WITH RIP RAP GRAVEL FILTE / z - uT ~ W Q J
\ CONTROL MEASURES ARE REMOVED, ~ WITH 1.25'x10.0 WEIR. CLEAN 0 ~ NOT TO EXCEED 1 YEAR. ~ ~""'d~' ° PERIOD ~
o ` PERT ~ NSTRUCT LEVEL SPREADER AT THE ~ ~ CO N TO ALLOW ~ ~ DISTURBED AREA = 3.10 Ac.
TAIL END OR DITCH SECTIO ~ DRAINAGE AREA = 14.31 Ac.
RAINAGE TO SHEET FLOW. ~ ~ ~ D ~ ~ ~
~ ~ = 1.10 Ac. ~ ~ SKETCH fiURBED AREA ~i
OCATION Dls DRAINAGE AREA = 2.59 A~• -
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EROSION LEGEND y ~ CONTRO~ T THE CONSTRUCT LEVEL SPREADER A
s~lr FENCE ~ H SECTION TO ALLOW TAIL END OR DITC
TO SHEET FLOW. I DRAINAGE
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NSTRUCTION ENTRANCE CO
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NSTRUCT A 10'x10'x2' DEEP EXCAVATED CO C t
ROP INLET PROTECTION DURING GRADING ~ ~ CONSTRUCTION
D & GRAVEL VERY TO A BLOCK ~ PHASE. CON ~ ENTRANCE ~ ~
TECTION ONCE CURB & GUTTER/ ~ INLET PRO ~ ~ ~
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EROSION LEGEND . _ - - -
' SILT FENCE ~ 1 - ~
} ~ CONSTRUCTION ENTRANCE
CONSTRUCT A 10'x10'x2' DEEP EXCAVATED ' ' a f
DROP INLET PROTEC110N DURING GRADING ~
PHASE. CONVERT TO A BLOCK 8c GRAVEL Z INLET PROTECTION ONCE CURB & GUTTER/ ~ .
STONE IS PLACED. ~ ~
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ONCE BASIN & TEMPORARY SEDIMENT '
' CONTROL MEASURES ARE REMOVED ~ it CONSTRUCT LEVEL SPREADER AT THE - - ~
TAII END OR DITCH SECTION TO ALLOW - '
DRAINAGE TO SHEET FLOW. Y-*
t ~ ~ ~ 10 1 _
' CONSTRUCT A 60 x50 x2 DEEP r
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' WITH 1.0x10.0 WEIR. CLEAN-OUT . C,. ;
PERIOD NOT TO EXCE~u 1 YEAR. , j 1 „ I, {
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DISTURBED Al-EA = 3.37 Ac. mm5 SEAL _ N Q N
DRAINAGE All A = 24.10 Ac. 19843 0 . a 0.7CLZ
SCALE: 1 = 100 NGINEE. ` i C e HAEL
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T CALF ~ "t-~ ~ NOT O S _I I I-III=I I ~ _ =III=III=I ~ I ? , . ~ n ~ r' TRO PAN CLEAN-OU7 MIN. ~ MIRAfl 100X OR 7REwRA S?115 SEE ER„S10N ~ON ~ _t L ~ 4 ACTUAL P!T DlMENSdON.S- ---STAKE 1.5' ~ ~
- - FILLER CLUM. SECURE 1`0 FU~1 ~ FO, . Q~ k z o
EXISTING GRADE _ - -I I ~I I ~ I - _ ~ o Y f~~~_ c?. q o Y ~ •MqX 5 ~ ~
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I ~ I f -I a .w o" o' ,oo•wo ..a o d. aae w. ,III- - -~-I R D SOIL =I ~ I- JNDISTU BE STAKE AT 1~£ ll o °p ~rT r'. F FILTER FABRIC' ~ o ~0~ 1M_
OOD STAKES BENCH SHALL BE I I~ ; .III- LLI L H' w
5 WASHED STONE (t/4" TO I/2° GRID OPENING) LEVEL FOR 40 LF. "I I ~ 4 • EMERGENT Y ~ ~ , CROSS SECTlO $Y~-PASS
MINIMt9M. 2 - 0" HARE MESH _ r CONCRETE BLOCK ~ I S" BEtOW c
J OVERFILL 6n SETRED ~ ~ FOR SETIZEMENT TQP OF DAM
~ = _ _ TILED TOP ~ l
SEE EROSION CONFROL PLAN ~ ~ r PIT DIMENSIONS r ~ FOR At,RAL
0 ~ ~ ~ 1n 4' MIN.
0 c~MFAcIED ~nL-1 I~------___'~ ,~s,~ ~ k c: ] 5}DE
Q SLOP£ MAX
DROP INLE1 ' WITH GRATE NA RJRAL
i FILTER, FABRIC 1: 1 SIDE ~ -~--SLOPE MAX. ~--GROUND
SPECIFIC APPLICATION: ~/P P ALE # ~ r oTE FILTER FABRIC-- WOODEN OR -lL TER FAdRrr, WOODEN OR METar POST
AVY BACI(FIIL MIN. 8" F,~LrER FAdR!C-'- f WHERE HE /P / P IC 6 P I A L RA S P PR CPON v THIS METHOD OF 1NLE ?NfGK LA._R Of METAL POSE ~ 3` MIN.
FLOWS ARE E~Y,PECTED AND WHERE O'JERFLOW CAPAND THE STPUCTURE. GRAIEt. NECESSARY TO PREVENT EXCESSIVE PONDING AROU FA RIC EXTENSION OF B av7 WIRE fNTO TRENCH
NOT TO SCAtE I+--- 14" rioN s roNE sEc ~
vf~ Q R BL TES: GENERAL NO _ ~ ~ r r stri the area under the embankment of all vegetation and root mat, Remove aft
WOOD OR ---MEr4L PAST fR t I /LT if MfN D/ f Lfl /N ~Vf i 1. wiear, uh, and p r haul I 9 it roe 1 . ' e of os f r drs Y t re o P ok frond s o P kr e P of m ro _ ..J ran P
Sl I I NC~r r_: ~r,4LE I •a' ~ ~ a ~ ! ~ surface son! contorn,ng hrgh amounts of g I I ~ ~ ' t to the desi Hated disposai area. ~ t i i > aN objectionable materia g of roofs wood ve station, organic matter, and
,r I ti k REINFORCED COIwCRE~E PIPE k i > ~ ;Lr a ~ ±ar the embankment is Erse Y 9 ~ tij ~ i ~ I i ~ ~ Ensure that f~, mafwrrai ; in is r~~?t +e exceed 9 inches and machine ccmpo+.t it,
~ ~ i r i :y„r, ~ r , ~ ~ i m ~ ~ n.-~tAral. Place the r. }f . ,f ! ' m _ oche. ~b!ec}ionabte
! z ~Cver fitr the embankment & inches to allow for setHement. 1 z ! ~ ~ $ z +le} section in the embankmen}, Protect the connection between the riprap and the
i I . V- TREFiCM SIt T FENCf_ :l I I ~ ~ ~ ~ ,onsf. ucf fhe ou. - i m 'a b usin fitter fabric or a keyway cufcff trench between the riprap structure and i i i sar from prprng y g
Q 1 the soil. iilwa ~ r I • the filter fabric between the riprap and soil. Extend the fabric across the sp y ~ r ti P}ace
Q W ~ r ~ r founds}ion and sides to the top of fhe dam; or
~ l n the centerline of the spillway foundoflon exfendln_q up the • Excavate a keyway trench a o g fa the hei ht of fhe dam, The trench should be at feast 2 ft. deep and 2 ff, wrde srdes g
I~ N with 1:1 side slopes.
area below the elevation of the crest of the spillway to facilitate sediment cieanaut. 4. Clear the pond
.e 5. Aft cut and fill slopes should be 2:1 or flatter. t he stave drains e sec}ion of the embankment has a minimum bottom width of 3 ft. 'TES; S. Ensure tha f ( 9)
GENERA! NOTES: II N N and a maximum side slopes of 1:1 that extend fo the bottom of the spi}Tway section. R IRA STRENGTH ~ oftom width as shown on }he plans, with 2:1 side
T/ t H SEDIME f rrE r c /Q N rRL P s r co f i r R A R P M II ~ f T 'THE SEDIMENT BARRIER OF STANDARD 0 EX y, Construct t:he minimum finished stone ~plllway b xtendin to the to of fhe over filled embankment. Keep the thickness of the sides of the FILTER FABRICS. JOINTS slopes e g p
I I Nor ro scAL£ SYNTHETIC FILTER FABR u 2. CONSTRUCT THE FILTER OLL. WHEN ' w v auNet structure at a minimum of 21 inches. The weir must be level and constructed to THE FILTER FABRIC FROM A CONTINUOUS R splN a
ARE NECESSARY, SECUF ELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT grade to assure design capacity. _ ixfur® of stone with a d size of 9 SARY, SECUR 8. Material used rn the stone section should be o well graded m
10'x10'x2' EXCAVATED AREA FOR 2x2 OR 2x3 BASINS POST WITH OVERLAP TC OVERLAP TO THE NEXT" POST. class B erosion control stone is recommended) and a maximum stone size of 14 inches. ~
PLACE ~5~ sroNE 5'xlo'x2' FoR v-ao9s-~ 3. SUPPORT FILTER FABRIC •r WIRE MESH FASTENED TO THE UPSCOPE SIDE ruches ,LTER FABRIC B e ma be machine laced and the smaller stones worked into the voids of the larger stones. The ston y P
wood oR To acT As a FILTER OF EACH SUPPORT POS M£TAC POST 6°\ CLEAN-OUT STAKE - 4 DO NOT ATTACH FILTER iUPPORT POST. The stone should be hard, angular, and highly weofhar-resistant. asf the foe of the embankment ~TACH FILTER FABRIC TO EXISTING TREES. g, Ensure that the stone spillway outlet section extends downstream p ceivin stream. Kee
_ reached and outlet velocity is accepfa6le for the re g P until stable conditions are cfion flush with the surrounding ground and shape the center to
_ ~ ACCUMULATED SEDIMENT - ~ - ~ - - T T ~ ~ _I 2 SET CLEAN OU STAKE A the edges of the sane outlet se confine fhe outflow stream (References: Outlet Protection). wll! not damn e
- - i~ -=1, I --11 t.O' P$OVf FLOW LINE. - - - n ~ ~ i~ • t b ass outlets so that flow g ~j f0. Direct emergency b}~pass to natural, stable areas. Loci? a YP
- --WEEP _ ~ ~ - I the embankment. ankment and all disturbed areas ab~~~e fhe sediment poa( and downstream from the emb
~~i-1T~ HOLES - = I;~ I-I I' 11. Stabrkze the tra immediafel cfter construction (References: Surf~~~ ~ Stabrlrzafron). ~ P y p r,~ sediment cleanout Level lane-half the design
.I 12. Show the disicnce from the top of the s illway tot ;
1.~ ~ ~ `t BRICK OR BLOCK - 1 n ~15p nlx^ C1=-7''+ l"1 <'l{ ~t ;n t'?e ti Ply; decf ~ h o
~aV 1 ('A'-(;H Pd:IN '-li~_ VARIES ~ 1 ~ ~ ~ I ~ I (SF~ PLANS) ^'*~r1
T~ l>f l~ N ~ _ ~I, -ii~ii- r - C,E ' N Q I lR N f ~f
lF. ' - I-I I 1-_I ~,Ti-ITt! ~ i ;-1 I I~_ I r uC , _ _ 9 - ~IIII -
II li II
I I `-SILT FENCE I I I I ~ II M?RAFIIOOX II II t'~?
R I OR TREV?RA I I I i lE L
~ St?15 ~ FLOW ~ ~ ; ~ , i' ~ rrnT r~, S~A~E / ~t~
~ % FLOW
\ /f 0/ 0~ ~ 5
t l ~ / , ~ \ ~ I l L / ~ 0/ ti~'1! PIPE OUTLET Tr; FIAT AREA
~ 1 ~,1 . , / , r ( 1 / /i ~I 1, ~ ; NO Vi'EL._ _!'r FIAiFn G'-+~ ^6ti'EL
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2 - 3" ~aAR ~F-=' ~ PLAN
AccRECA'E PLAN VIEW ~ VIEW \ l'
F ,~AIA~`. ~
GENERA! NOTES: NOTES: ___..Ln_______
1. CLEAR THE ENTRANCE IE ENTRANCE AND EXIT AREA r )t~ ACC VEGETATION, ROOTS, AND La _ I~-~- ~JECTION.ABLE MATERIAL. i
OTHER OBJECTIONABLE 2. PLACE THE GRAVEL Tl SPECIFIC r.r,1 N , iMENSIONS SHOWN ( ~ I lE GRAVEL TO THE D~ A D D r s
ON THE PLANS, AND CANS, AND SM00 ~ ~ 1 E i ~
PROVIDE DRAINAGE ?G DRAINAGE ?O CARRY WATER ~ ' SEDIMENT TRAF OR OTHER ° ~ ~ ~ ~ - ~ ~l' ~ f__;.. I ~ ~ ~ ~
SUITABLE OUTi.ET. OUTLET. a~- T ~ ~
4. MAINTAIN THE GRAVEL THE GRAVEL PAD IN A CONDnI,JN TO PREVENT MUD OR F;L;'FR r3LArrxET---' BLANkET ~ ~ " V NG THE CONSTRI,, r n F THI MAy' REQUIRE ~P rd~~PAFr ,anN, SECTION A-A F!L , ,~aT~ 140N,) SECTION A~-A ~
SEDIMENT FROM LEA VI PER'!?DIC TCP!?PESSINI FROM LEA 1 T !~N _ T_. S .~r ~ ~ a, TQPnRE,SSING W~? INCH S.Or r )r~
~ NL+N
NOT T~: SC~_. P ~ TLET rQ FEAT AREA PI'-: QurLET ~a 1PE DII - FINED CNA,NNEL ~
FLOW NO WECI.-DEFINED CHANNEL. ~ ~ ~ : DE u~ w~i
A k- ~ A w z s? ~ r~
~ ~ . r,.; Z d ~
r ivRNDOwN nfrnNc ? ti- ~i'~'~ MINIMUM BURY 6" O.E~~ 1
I GENERAL. NOTES: >s
t 1. La = THE LENGTH OF i~HE RIP RAP APR~'r~~„
I ~ ~ pro orrT nrnr 1F'~C TudN p
rLow uff Z. d = 1.5 TIMES THE MAXIMUM SIUIVL UTAM4 11-11 uul 11V 1--- - ' h"
OVERLAP NETTING MINIMUM OVERLAP 18" 3. IN A WELL-DEFINED CHANNEL EXTEND THI 4P.RON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAkI'Afl1M TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
rE /1 i ~r / N ,~~r,D 4. A FILTER BLANKET OR FILTER FABRIC SHOIIt D BE INSTALLED BETWEEN THE
NUT i,_ RIP RAP AND 501L FOUNDATION.
At TYPICAL STAPLE it USE f6 GAUGE WERE MIN 5. FLARED END SECTION IS OPTIONAL. SEE [,IONS FOR REQUIREMENT. .
C 6. SEE PLAN AND PROFILES FOR ACTUAL DIM1 NSIONS. w a T V)
O COMPACTED SOIL- Sol- Z. z
-
~t GENERAL NOTES:
11111111118 ~ 1111 elej
TACK WITH RS OR CRS LIOUID EMULSIFIED ASPHALT 1. APPLY SEED, STRAW AND 0,1 CAP a o z
AT A RATE EQUAL TO 10 GAL. PER 1000 S.F. COVER W/FIBERGLASS NETTING. 6 TYP.
2. STAPLE EVERY 24" ALONG PERIMETER EDGES ANP OVERLAPS. STAPLE EVERY [ W M
36" TO 48" RANDOMLY TO SECURE NETTING. SEAL UJ =
19843 ''nn a C-4 C5 V1 aaaz
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Phase One -Construction Sequence EROSION AND SEDIMENTATION CONTROL NARRATIVE l
1. Obtain erosion control plan approval prior to be innin i W W J J
9 9 the approved erosion control plan and permit on site. ^ to beginning land disturbance. Retain a copy of PROJECT DESCRIPTIOPJ ermit on site. Notify NCDEHNR prior to beginning ~
construction ~ 919.571.47pp, The purpose of this project is the construction of Single Family Residential Subdivision. The facility o ~ ~
2. Construct the stone tiro cleaning facility at the entrar at the entrance(s) as shown on the plans. Maintain is owned by Bone Properties, Inc. of Nash County, NC. The site contains approximately 93 acres > ~ ~
the Construction Entrance daily to ensure that mud a e that mud and silt will not be tracked onto the r>>ad and is located 1 mile ease of NC 58 along SR 1145 (north and south side of the road) The facility ~
surface. If mud is tracked onto the road surface, it 3. Construct all perimeter erosion control measures to c~ ~d surface, it is to be removed immediately. ,s currently undeveloped farm land. Approximately 21.88 acres will be disturbed during n Measures to contain sediment on-site. Construct silt construction. The maximum cut or fill will be 20 feet. o
fence and rip rap/gravel filter berm bosins as shown. N ns as shown. PERMANENTLYr' seed all disturbed
areas around the rip rap/gravel filter berm basins IMIv rm basins IMMEDIATELY. These areas should not be The project is scheduled to begin construction in July 2003 with project completion and final "
disturbed until removal of the basin takes place. 's place. stabillzatfon of phase one by May 2004. The erosion and sediment control program for this project c o
4. Construct temporary diversion ditches to dirP_c± runoff 5. Begin Clearing and Grubbing, os applicable. dirA_c± runoff into sediment basins. will include the installation of a suitable construction entrance, silt fence, outlet protection, np rap z "o e filter berm basins, with temporary seeding and permanent seeding of the site. Q ~
6. Begin Grading.
7. Install all primary drainage ditches and pipes. While u EXISTING SITE CONDITIONS ~ ipes. While under construction use excavated drop z
inlet protection devices. After curb and gutter and s~ protection devices. gutter and stone is placed, use block and gravel inlet T Q J he proposed site is currently undeveloped and zoned R-6 and R-10. The site drains to the west a
8. Construct outlet protections os shown. into an Gust Branch.
9. Place silt fence along limits of disturbance of sanitar Y ce of sanitary sewer construction. Do not begin
installation of sanitary sewer until ALL erosion control osion control measures have been installed to ADJACENT PROPERTY
prevent sediment from entering Gust Branch. Inspect 10. Seed, Straw, and Tack all ditches that are railed to nch. Inspect these measures DAILY. All r
9 netting, as required. re graded to their final disposition. Place Fiberglass adlocent grope ty lines and property Owners are shown on the Construction Plat plan.
11. Continue grading and construction of the project. Do sobs h. project. Do not allow any area to be disturbed any
longer than 30 days without applying temporary seedir 12. Maintain erosion control measures daily and reseed di: nporary seeding.
13 Inspect all erosion control devices weekly and after ea end reseed disturbed areas as needed. The soil at this site is sandy silty clay. and after each rainfall event. Repair as needed. T
14. After the site is completely stabilized and the project d the project engineer has certified completion and EROSION AND SEDIMENT CON.ROL MEASURES
stabilization. All temporary erosion control measures ~ol measures are to be removed and all disturbed
areas are to be seed. Da Not remove sediment basin pediment basins 1, 2 or 3. All vegetative and structural erosion and sedlment control practices shall be constructed and 4 maintained by the contractor according to these plans and specifications and the minimum
standards of the Dept. of Environmental Management, Land Quality Section and the Town of
Phase Two -Construction Sequence Nashville. The contractor shall also follow any additional requirements as outlined b the Pro'ect ~ ~
15. Locate the approved erosion control plan approval pri~ En ineer. y ~ 9
disturbance. Retain o copy of the approved erosion ~ approval prior to beginning Phase Two land oved erosion control plan and perm' on site. Notify Structural Practi,es
NCDEHNR prior to beginning construction ~ 919.571.4 ~ ~ 910.571.4700,
16. Construct the stone tiro cleaning facility at the entra 1. Vehicle wheels shall be c! n ~ ~r a r P at the entrance(s) as shown on the plans. Maintain ea vh~ ~ leawng th~ site to p ev_~~t the tracking of mud on paved roads.
the Construction Entrance daily to ensure that mud c surface. If n-~ud is tracked onto the road surface, it 'e that mud and sift will not be tracked onto the road Construction Road Stabilization; n r ~ ' +
17. Construct all perimeter erosion control measures to Replace/inspect existing silt fence in the general arec ~d surface, it is to be removed immediately. - Co st u.t~on ,raff~c shall be limit.,d to stabilized areas. At a neasures to contain sediment on-site. minimum, a ternperary gravel ~or~struction entrance shall he provided as shown on this
drawing. general area of sediment basins 2 and 3. Modify np 3. Silt Fence: Silt fences shall be ravided where shown and as needed on the site Ian. h
rap/gravel filter berm basins 2 and 3. Basin 2 in pF P p T ese ~r~ Basin 2 in phase one is now basin 7. Basin 3 ,n phase barriers shall be used to con±ain sediment.
one is now basin 6. PERMANENTLY seed all disturbed all disturbed areas around the rip rap/gravel filter 4. Ri Ra p p/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in
berm bosins IMMEDIATELY. These areas should not be takes place. should not be disturbed until removal of the basin the details. The basin is to be laced below the existin ditch flow lin p g e by 2 with the berm built
18. Construct temporary diversion ditches to direct runoff above as dimens,oned. direct runoff into sediment basins. 5. Armor Protected Dl±ch L!ner~ In locations shown lace ri ra armor ver 'r '
19. Begin Clearing aril Grubbing, as applicable. le. P P P a s blanket of Mi afi
20. Begin Grading. 21. Instal! all primary drainage ditches and pipes. While i 140 N filter fabric, or other approved substitute. Stone shall be the size and/or class shown on ~ R~
inlet protection devices. After curb and gutter ~~~~d s pipes. While under construction use excavated dro the plans. p 6. Fiberglass Netting Ditch Liner: In locations shown, place fiherglass nettin over seed, straw ~ gutter ~-~~d stone is placed, use r,o~t on1 gravel inlet i t ~ g
protection devices. an ~ ~~_G. JI_e and dinaensla~~~s are shown on the Ions. P ~
22. Construct outlet protections as shown. !ear fi~u Fr ~rtl~~eS
23. Seed, Straw, and Tack all ditches that ore graded to netting, as required. are graded to their final dispasih_ ~ r.~ ,i~_;
24. Continue grading aril construction of the project. Dc r ~ } Temporary Seeding: Ai! denuded area or areas to be rode will,in 30 da s shall receive tom orar e p o~ect. Co not allow any area to be dis~urbed any 9 y P Y
longer than 30 days without applying temporary seedir n orar seedin seeding within 15 days of completing initial earthwork. Temporary seedin shall also be used to P y g stabilize finished rode r if t r P g
25. Maintain erosion control measures daily and reseed di. 26. Inspect all erosion control devices weel<.ly and after e~ and reseed disturbed areas as needed. g a eas he time o v~ar is outside the specified permanent seeding periods. Temporary seeding shall be iol arc~~rdance with temporary seeriing specifications.
27. After the sits is completely stabilized aril the project ~ and after each rainfall event. Repair as needed_ id the project engineer hcs serfi!~ri -empleton and
stabil~zatien. All temporary erosion car?trot measures ci r c ro ` a rA n~a I i;.. .,a Manage"~~nt Jtrate~lE~; cal mt.a~_r e. g _ ~.a b_ .m. all ~:.,t,
areas are to be seed. Do ,Not remove sediment basic pediment basins 6 and I. L ^ 1. Perlme~er measures are to be installed prior to grubbing or ~~rading.
Phase Three - Construction Sequence Tall Di±ches shall be stab,lrzed immediately fallow'mg their ~,~~,struction. As an alternate, rock
v P ^ C / L ch__k, dams may b_ p~o~y~d~d at their outlets and or she ~~~~inal downstream end of ~
28. Locate the approved erosion control Ian a naval ori~ P PP , approval prior to beginning Ph~i~,l ''~,~ee iar~rl distu~bcnee until ground cover is imnie~^~ented.
disturbance. Retain a copy of the approved erosion ~ NCDEHNR prior to beginning construction @ 919.571.4. oved erosion control plan and pc.,~ri' _~~'F Notify St~ ~~'~p~'e ::nd!or wcste areas must be maintained ~x~tr;~ • I;inlts of the areas rotected b the @ 919.571.4700. ~ ro osed measures and otherw~s~ t m ~ ~ ~ ~ ~ I t / ~ a a P y
29. Construct the stone fire deanin facilit at the entrap 9 Y P P ~ e porarr,y seeded if t~ < < ett s.ocl,pil~d ov.,r 36 days. at the entrance(s) as shown on the plans. Morntam 4. Construction shall be planned so that grading operations pan begin and end as quickly as
the Construction Entrance daily to ensure that mud a e that mud and silt will not be I ~ r•G~ possible. ' ` r t _d onto .he road a~
surface. If mud is tracked ~mto the road surface, it ~d surface, it is to be removed ui,r;~e i S. Silt Fences shall also be installed rior to or as a first ste ~ u, construction. .date; y. P 1 a
30. Construct all perimeter erosion control measures to a Replace/inspect exisfing silt fence in the general area Measures to contain sediment or, ~.ite. 6. The Contractor shall be responsible for the installation and i,~,rintenance of all erosion and
rap/gravel filter berm bosins 7, it is now basin 8. °I general area of sedlment basiri~. 1 Modify rip sadiment control practices- v basin 8. PERMANENTLY seed ~dl disturbed areas
around the rip rap/gravel fi!+ef berm bosins IMMEDIATE Vegetative Ground Coker >ms 1MMEDIATELY_ These areas ~Ji~/iild n~rt i;e
disturbed until removal of the basin takes place. s piece. I a i ~
31. Construct temporary diversion ditches to direct runoff } mm~drotely fal owing grading, a,l areas shall receive either pen~~~iirent or temporary seeding, as direct runoff in~o sediment base„ a licab!e, as frliows: pP
32. Begin Clearing and Grubbing, as applicable. 33. Begin Grading. 'e
34. Install all primary drainage ditches and pipes. While u pipes. While under construction excevated drop Feb-May June-Oct Nov-,i~rn
inlet protection devices. After curb and gutter and si gutter and stave is placed, use bloc) rind gravel inlet rte,,
protection devices. 4i Permanent Seed: K-31 Fescue K-31 Fescue K-31 1 escue
35. Construct outlet protections as shown. 36. Seed, Straw, and Taek all ditches that are graded to ~ 5#%1000 SF p 5~~1000 SF ~ S~i1000 SF RR~~ re graded to their final disposition Place Fiber loss , +Y
netting, as required. g plus Brown plus lhinter
37. Continue grading and construction of the project. Do r .t rP rr, a , Top Millet ® Rye Crain Q p ofec . Do not allow any a vn , _ b:. b~,turbed any , 25,~~A('
longer than 30 Boys without applying temporary seedir 38. Mointam erosion control measures daily and reseed dis '~parary seeding. ~ ~c?t~
39. Inspect all erosion control devices week) and after ea Y end reseed disturbed areas as nFE~~~1ed. and after each rainfall event. I'~~pair as needed. T ~ Wolter bye C~
40. After the site is completely stabilized and the project ~emporary .geed: K-31 Fescue K-~31 Fescue 50 d the project engineer has certi)i,~~f completion and a
stabilization. All temporary erosion control measures -ol measures are to be removed ~md all disturbed C~ 2~f 1000 Sr r? ~~~1000 SF
areas are to be seed. All temporary erasion control r basin 6 constructed G~has~~ two. plus Winter ~sion control measures should bf~ ipmoved exe9pt / Rye ~ . ,Ar
Phase Four -Construction Se uence q
41. Locate the approved erasion control Ian a .naval ria~ rertilize~ 10-1 ~--1 i ^~;:';1"r~~ C k . U.~J aF
disturbance. Retain p pp P a cc,,y of the approved erosion c approval prior to beginning Pha~,<~ F..^ur land Lime: 100#, 1000 SF ~ved erasion control plan and en~ut on site. Notif Mulch: Straw ?5~/'1G~=w ~aF
NCDEHNR prior to beginning construction Q 919.571.47 Q 1 7 47 p y Tack; ? 11 9 9 5 1. 00. ti(,L gallons/H„ on all mulching
42. Construct the stone tiro cleaning facility at the entrar at the entrance(s) as shown on Elie plans. Maintain
the Construction Entrance daily to ensure that mud ar surface. If mud is tracked onto the road surface, it i that mud and silt will no# be Tricked onto the rand ~ h~gintenance rn rn
43. Construct all perimeter erosion control measures to cc d surface, it is to be removed iu,rnediately. r ~ as ~ easures to contain sediment on ~;ite. ~ I I
Replace/inspect existing silt fence in the general area 1. Reseed and mulch bare spots la~ger than 9 square feet ~lim~+.~d to 5~ maximum of site area.) o,ro~ general area of sediment basim n. Modify rip 2. Maintain all seeded areas until unif r ~ I °
rap/gravel filter berm basins 6, it is now basin 10. P o m stand rs acceptable, ~ ~ rn basin 10. PERMANENTLY seed ,ill disturbed areas 2. If growth is not established b foal ro'ect ins ection contir~~~~~ s ecified attention until th u~
around the rip rop/gravel filter berm basins IMMEDIATE ins IMMEDIATELY. These areas ~,1,~ Auld pot ha n ~ • r r ~ Y P ~ P p e \ N ~ sta d is ~a~eptabl_. ~ ~
disturbed until removal of the basin takes place. 44. Construct temporary diversion ditches to direct runoff s place. 4. Correa and repair all undue cettlin and erasion within 9 e~n after final ins ection, ~Nu 9 Y P
45. Begin Clearing aril Grubbing, as applicable. direct runoff into sediment basin, 5. Remove from the site, ail eresiori control structures ufter a~~i„ Mete stabilization at end of N I
46. Begin Grading. a~nstrurtion period. w"_w ~ z
47. Install all primary drainage ditches and pipes. While ur Rema~e sil± from sedimen~.. pits and from behind check da,n~~ when silt is within half depth of Q ~ m pos. While under construction a excavated dro ~ ~ Q ~ P the pit or spillway. Dispose of in an area where silt cannot ~ ~°-enter pit ~ trap. Q ~ ~
inlet protection devices. After curb and gutter aril st~ gutter and stone is placed, use l~ln,-k and orovel inlet ~ Place rock from rack check dams and gravel /rip rap filter i~,asins in ditr..h line as armor
protection devices.
48. Construct outlet protections as shown. protection. Do not di: pose of nick. All stone armor prote! 11-n is to fir contour of channel. Do I I t
49. Seed, Straw, and Tack all ditches that are graded tc t not (11imp, but handspreod, e graded tc their final dispositil:.r, F!lace >=iberqlass
netting, as required. 50. Continue grading and construction of the project. Do
longer than 30 days without applying temporary seedin( project. Do not allow any ~ areu 1- be. disturbed any Calculations porary seeding. The practice utilized for the prop~_~ ed site did require formal o!d, ulations. Calculations have been
51. Maintain erosion control measures daily and reseed lis 52. Inspect all erosion control devices weekly and after eac id reseed disturbed areas as ne!I~d. provid?d
53. After the site is completely stabilized and the project and after each rainfall event. (:',,pair as needed.
stabilization. All temporary erosion control measures a the project engineer has certifwd completion and _WNE , ~ :)I measures ore to be removed ~n!d cll distrrbed w
areas are to be seed All +emporarv erosion ._rntrni LLJ 11 1 Sign ~nfroI mocsLi rAC shop-j A t% . ,,,-,veil
Bone Properties, Inc. UJ f 6160 South NC 56 W
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80+ OOOA ~ 12 TO 16" 11+00 - - - - - - - - - 5~ ~ REDUCER 12+00 PROPOSED 16' DIP WATER UNE 13+~ -------~~--~--------------~---e------------ - b+oa -.--i~+oo ~ o 14+0p 15+00 N ~ ~ ~ 4 I
~5- - EOP ~a1 EX. 12" WATER I e5 .~e'~ ,orb + 3'-6" BURY BELOW EX. GRADE sa i9 gNSg ~ ~ - - ~ ~ ~ ~ y` 4°~ - -fi i~ ~ J
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52'e\eg - _ -is'._ ~ -2,22- - - - - - ,99' j9 - - - - -a ~ - - P }5~5A ~291~ SIGN ~ SIGN e~, VERIFY LOCATION s c" ~ ~ CpPRESS HEDGE ROW ° ,5 - - - ~ ~ - - ~ ~ a z ~ o ~r q5 4 ~~it I cd n , ~ X03 ~ ~
04 - - - ~ - - _ _ ,o 9ti AND DEPTH ea" qv°e - - ~ O.H. ELEC. - - - - - - - - ~ - - - - - - - - - - - - - - - - - ~ m _ a~~ _ ~o z~M ~ yg5 O i y~ w~'
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re"5~ PRO. FH. 1 ,pRaVE~ ,a~e~ t9~'S * ~ eP~i s i CAN. ~1' TELE. PVC FENCE
555 a`~'' ~ ne'p,.~ o°~,¢~ 0 5~~ PVC FEi PVC FENCE 6--- - ~ 05-~ ---~---~---~----K --~---~---~--~(---'~C~---~---~ 3f- ~f X- ~ ~ ~E- X- X X---~''' X--- DRIVE ~--~---~'---}E-
~-PLACE 'S TONS -SAW CUT ~ REMOVE EX. CONC. I 0?I~~E. P,EPLA~.= IO MATCH EXISTING.
CABC C011PACTED ON GRADE.
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------*'~---9---------._----~--~--------------~~--(~---------------~~ '-9-.-------------'~----9-----_. 26+GO 21+00 28±OD 2g+00 30+00 56 <-y~l ~0 p~+gt ,e+OC '2+p ~:S3+CO 34+DO
PROPOSED 16" DIP WATER LINE •~1 ~ ~eA ~ fey ~oti~ j J'-6" BURY BELOW F_K. GRADE p~5~ ;i7~ 'i~j
2 v a s 1 ---~y. EOP ---------~5 '*C=------7~--~------- ~ ------~9~---------- ~~Q - ,e-.- - - - - - - ~y5~ 0 - - - _ - - - - - - - -.0.~pp - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - -....per ~ ~i 6
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o9`~5e ~`9•~a PRO. F.H. ~ ~ ~ ©~N c92s5, + ~ ~9" sti I ~p ~ h9 ,7e 1` ~~5~ a5 e2 85 ao}''' ~0 , ~ 5 ~ 7~ q - ~ -
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DRIVE PLACE 15 TONS
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~q a flg3 f RCP ~A e a A PRO. F.H. 1 / \ 0 CAN Fgagi. " o`f'9 CAN 3 a RCP: 9r CATY H51~'
1`~ ad' q1 - TEtE - - - ° p q35 .03~. I .t I ld-PLACE 15 TONS s = ELE - PLACE 15 a rr, - of ~ s" CABC COMPA( rED A a`r, 1
J ly4~ 1t9 CABC COMPACTED ~5oj9 ~~q~qv 4.1 wok a y GRAVEL ON GRADE. 9~~ v4i ON CRADE Ra" Its GRAVEL
I~ DRIVE DRIVE 41x00 N
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LEGEND GRgy PLACE 15 TCN~ o'~~, ,f, Lf) ~ CABC COMPACTED
CAUTION NOTE Z tp ON GhFl{iE to
STONE CHECK DAM CONTRACTOR RESPONSIBLE TO PROTECT EXISTING MAIL BOXES PROPOSED WATERLINE TO CLEAR ALL EX. RCP AND/OR UTILITIES V) co +q0. fl ti. n r.
N'~? SILT DURING CONSTRUCTION. REMOVE & REPLACE IN MANNER THAT BY A MINIMUM OF 2 FEET. 2 FOOT CLEAR AT ALL CROSSINGS. Z CV ~ t~~~unuirr
FENCE WILL NOT DISRUPT MAIL SERVICE. NO MAIL BOX SHALL BE CARP ,o 0 0 Z
PRO. FIRE HYDRANT REMOVED (LEFT OUT OF SERVICE) FOR ANY TIME PERIOD. As 0
OVERHEAD ELECTRIC SERVICE: CONTRACTOR SHALL ALWAYS BE 0 Lu X
PRO. VALVE AWARE OF OVERHEAD ELECTRIC SERVICE. O - SEAL m m >
P.P qi UNDERGROUND ELECTRIC, TELEPHONE, CABLE, ETC. CONTRACTOR' s 19$43 cv . M O .Q
PRO. TEE W /BLOCKING TO CALL THE NORTH CAROLINA ONE CALL ENTER PRIOR TO SCALE: 1" FNG 00 ri Z INE S,
DIGGING AT LEAST 4E HOURS IN ADVANCE. G Q 30 c. l l c sFk~k~C • . . ° ' Q ~o a~ I hAEL
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' a PROPOSED 16" DIP WATER LINE „fi ~ y~~ ~ l l F^,`~ SRS l l hgRO 3'-6" BURY BELOW Ek. GRADE 18" DIP WATER LINE ' BELOW Ek. C~RRDE ~ ~ a~'
I~------~-- -'-------------IY-°~ ----------P -----------i ----------------P-- II 7 ~ 17 ~hr g5~ ^ EOP ~ 4` gory e 9 ~ - - ~ti ~ g - - - - --p~-
n ~ y y- ~MAIL ~ MAIL oRRa Q~SIGN ~ RCP a° 9~yA SIGN r ~ 15" RCP~9 gro'~ ~v''~IGN (,ELEC.) - D" ~ h .~a ~,~h 3 C~ LEC.) ~fi ~ 15" RCP gq
~ RGP 9 ~`r 9 A I 9 9~ R~ yt Q ~ a ,,"'x t ~a ~ a~, ~ 9~ .7 yl F.P. e" -RAVEL c ab'a' TELEC~1 r ory ~
V CAN II k~ 0~ ,p y+? ~ c . ~ ~PpV o GRAVEL ~ ' ~j AvC
o"~ GRAVEL A9 X93 ds --1, - ~ -s~ - ~ DRIVE ---~---~---}(a o° PRO. f.H. f ~ ~ ~ ~ ~ ~ ~ DRIVE PLACE 15 TONS GRAVEL CHAIN LINK FENCE ~o`' CABC COMPACTED ;k DRIVE ~ 7k Pyf FENCE CHAIN LINK FENCE ~ ~ N
ON GRADE. PLACE IS TONS CABC COMPACTED Iw 1 ~ IW Iw
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SON SIO c + ~ rs - - CAL ROAD _ H-- _ - _ - - - - 57+00 PP,OP~ / ~ Nqt ~ Fo. 55 00~_ - - - - - - 56,00 3 -6' i DIP WATER LINE 59+OC - _ ~ 3'-6" BURY BELOW E'(. GPADE 80+00 _
`rs ~f 54+00 e 53+46.56., _.--EDP--------Bsa--------~----- q . - - - - - - - - - - - - F ~ Q 4 - - - - - ~ ~
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52+00~ r t ez C r ~<s r~ee C DAM 4 ? ? STONE CHE K NOTE CAUTION•
~ ~ ~ ~ ~ ~ w. ~ ~ CI OON~tf?ACTOR RESPON~a~li E TO PROTECT EXISTING MAIL BOXES PROPOSED WATERLINE TD CLEAR ALL EX. RCP ANDjOR UTILITIES
t pi .c ~ N~? SILT FENCE m ~ ~ i W~ DIIRfNG CONSTRUCTION REMOVE & REPLACE iN MANNER THAT BY A, MINIMUM OF 2 FEET. 2 FOOT CLEAR AT ALL C~OSSlNGS. WILL NOT DISRUPT MAu ;ERVICE. NO MAIL BOX SHALL BE ~q
~ a° ~ P,I P,EMOVED (LEFT OUT I n ;EIZVIrE) FOR ANY TIME PERIOD.
¦¦I~? 1 ~ ~ ~ PRO. FIRE HYDRANT 1 ~a, OVERHEAD ELECTRIC `-i r~~.~C.E: CONTRACTOR SHALL ALWAYS 6E
~ OU ~ ~ ~ ~ ~ AWARE OF OVERHEAD I ~ ~i::TR1C SERb1CE.
~ ~ PRO. VALVE A~ 1
~ z'P l ~ ~ U ~ a i ~ ~ . TEE W BLOCKING TI ~ PRO w UNDERGROUND ELECTkI+ TELEPHONE, CABLE, ETC: CONTRACTOR ~ TO CALL THE NORTH ~ ~~ROLINA ONE CALL CENTER PRIOR TO
1~~ 1 Li DIGGING AT LEAST 48 II~)URS IN ADJANCE.
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°ya C& ROAD Co\\ ~e c 62+00 fires.. 63+00 °FO~ rest.
---i+00 - - 6 r-F s4iM1__ - r~ 65+00 Sze - - - - - ~ - _ - h - - 66+00
za~r EOP AA PROPOSED 12 DIP WATER LINE - - - - - - - - - - -ra,_ - - - - - - - arch- e <<aZ Abp 3'-6" BURY BELOW EX GRADE off. ra rr f r~ 67+DO LLJ r .A._, - daT
- 1p__.--- e F sy -SZ - - - - - - - - - \ - - - } - _ - - - - ase f,y r , - - - - - _ - 69+00 t-
ZB4 B 11 '-1 92{', sa c«6 s ~ MAIL C02 dw - - - °c~ ar a ~ za -~°k . ~~6 5 - - _ - a <e s~F" _ ~s _
-y---`_ - so RCP PRO. F.H. z~. 36' RCP ~s°isL R~ I ~ CATV ~M CAN 1 a0c I 1~ I
_ - - r 1 ~1 ss TEIE. CHAIN UNN E ~D~tr I SHRUB ,a~e5a co I CATV 1s rELE. r I saes.f 9. 'RCP ~ z<e 1,. ~ 0 ~14
e SHRUB I s9TS, "re`'°8d<`esp -PLACE 15 i0N5- -PLACE 15 tONS , CA. C COMPACTED s~ PI ACE 15 TON~~ I y ~Eae: gyp,; 1lrllllllyrr _
'hea4 SAW CUT & REMOVE CABC COMPACTE[ 4 osp ss I EX. ASPHALT DRIVE. GRAVEL ON GRADE ~J CAP K, GRAVEL C A CHXN l.lr.x rrI~CE °ot* ~ p~ ON GRADE GRIVF CABC COlAPA.TED e~ .trsF .1~R ! of ` Z
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4 I PROPOSED 12" DIP WATER LINE kFp 7gF t,a k~ ~'-6" 9URY BELOW EX. GRADE zo-~, e~,s z~:<< - - - - - - 9z°sa - - - _ - ~w
~ zc'>s I ~ hyy ~ EOP o~~ zk<. ern °nz. ~lFi &Sr. kF9. 7s, IT"------------ `o L ~ 9a^-----------~"~-- C '~----------'lac--- - I ~'B rLt '~B( 6tE . as
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SAW CUi & REMOVE I ~ ON CRaDE. CABC CoMPAf'zn E%. ASPHALT DRIVE. CABC COMPACTED 0 40E it 9 CABC COMPAf?~~ k, Or! ~;P4DE.
RA ON G DE REPLACE TO MATCH ~1 ~ E%IS11NG. M ~1
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~ - _ _ z~ . I PROPOSED t Y DIP WATER UNE - -g"' ' " . =d4-.. _ _ _1~~~ w.. ~ ~ '~)v~. ~J ~ < }k__-,__ W. X17 "°C:9A ei:. _ _ _ - q. ~F 3i,-- - - _
- - - - - - - - - - - - - - ~r~*- - - - - - - -I ~ - - - - ~<sy 3'-6" BURY BELOW EX. GRADE as , Po ~+t- ~ _ EOP c~ zo. b,sfi rt ~zgb - - - - .9Py~ - - - - - - ~2S8y_ - - - - - - ~ 9sA~ - - - - D - - - - - ~~~F. aW,,. ;::m.. °a>,. dir. X62 - - - - - ~~~s&r- - - - -
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"3PZP i PRDPJSED WATERLINE TO CLEAR ALL EX. RCP 1hii~~OR UT1Li~i~S ! r
BY A MINIMUM OF 2 FEE1. 2 FO~JT CLfA~ A7 L GRnSS'IiVCS. ~ ~ d >¢~rn
~rSb''9 ~ ~ ~ ti7 E`l
~ ~ LEGEND
> ~ 6
°u~ CAUTION: ? STONE CHECK DAM ~ _
z94 y C(}NTRA~~ 7pR RESPCNSIELE TO PRt3TECT Ef~lSTlN~- MAIL 80XES a x ~
' ' B~7a~q ~d'z°tr 5 1 r' ~ hi, NNER 7HA`f H T a ~ !'~"y1 SILT FENCE DUFt~N~ ~.~NSr~~c n~N. REMOVE ~ REPLACE iN ~ a ~
(9~~~ t~ WILL RtC?1~ diCRUPT MA(l SERVICE. NO MAIL Bc~x :~NALL ~tC RE~,IOVEC FLEET t?UT Of SERVICE) FQR ANA' 11~1~ NERIOD, ,4
Ppy~ "~S 2~ I i,Ny, F tB4 ~5 PRO. FIRE HYDRANT
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rs l RCP q ~ sa LDDIG DERGROUND ELECTRIC, TELEPHONE, CABLE, E'1r. CONTRACTOR ALL E NORTH CAROLINA QNE CALL CEN1 GINGAT LEA,T 48 HOURS IN ADVANCE.
r EX. DRAINAGE PIPE
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PAVEMENT REPAIR NOTES: _ SECOND nuT FOR REPAwr1c it II
i I. 1. PAVEMENT REPAIRS SHdLL HAVE 6" COMPACTED H-BINDER AND E' TOPPING OF'-2 MIX C" , FIRS" CUT FOR CgNSTR~JC110N 6° ~ I
2. TRENCH IS TO BE BACkFILLEO IN 6" LIFTS AND ~ IdPA % CO CTED TO 95 o STANDAP,D
DENS~TY AS DETERMINED BY AASHTC''cST METHOD T--99 GR ASTM D-598 EIE~URE EXISTING PAVING i ~ 2" MIN. I-2 BITUMINOUS ~ ~ ~ PA`IEMENT REPAIRS APF MF F SECTION ~ PLANT MIX -COMPACTED-~ ~ i ~ d
~ U ~ ~
3. COMPACTION TEST MAY BE REQUIRED AT i~E!)I;FST QF INSPECTOR ~ ~ ~ ~ ~ r ~ U U p ~
4 AEL E;tiST)NG PAVED STREETS AND SECOPJDAR'r ROADS WHIGH ARE OPEN CUT Tp INSTALL ~ - 7" FI--BINDER CtNdRACTED - J 7~ - T SEWER OR WATER PIPE, MiIST BE REPAIRED ASCORD!NG TU THIS DETAIL. ~ ~
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TE WHITE SOLID LANE LINE (4 ~ 120 MILS)
1 T1 YELLOW DOUBLE CENTER LINE (4" ~ 120 MILS) '
PIFE BEDDING TO WHITE EDGELINE C4" ®90 MILS) ~ ~ X57 CLEAN STONE ~f,~
T2 WHITE STQP BAR (24" ®120 MILS)
11 UA LEFT TURN ARROW (90 MILS)
UB RIGHT TURN ARRow (g0 MILS1 NOT Tn SCALE ~
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-CROSS CREEK CQF~MONS
- ~iNDA 4 SAUNpEPS - - E.C. JOYCE SMITtiSpN
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LEGEND
6" ASPHALT CONCRETE BASF COURSE,
C1 TYPE B25.OB ®AN AVERAGE RATE OF 684 LBS. PER SQUARE YARD.
1 1/4" ASPHALT CONCRETE SURFACE COURSE, dARIES VARIES ~laP,IES 6~ 6 q-6'. EXISTING f18' ~r~. ~ -L---i--~-,..._ _ _ ~ q-12' s' s' ~ vAR
Et TYPE 59.56 ~ AN AVERAGE DATE Of 112 LBS. PER SQUARE YARD (OVI RLAY} I _ I { I 1 ~
w i l L1 ~ E1~ ~ I R
U EXISTING PAVEMENT i .--t.IAiCH EXISTING ~R~4-? MATCH EXI.ii1NG-+ ~ ~r~~_1. a-z-~~~_s.~,. I _ \~,..>T z.
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1 I' - NOrJ ACrE~S Ea~EMF,NT___.._._. _ ~___~_..____.___~__e_ ~ ___G~ r- APE SETBACK ~ j ~ ~ ~ ~ J It - - - -
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EXISTING -pn iv`!- tF'1' EXIS?INF __.P/W.,
D-1
R/W - 450' 150, '6 4~n-
LINWOOD & PAMELA HARPER, Jr. - L~
i -SAW CUT & P,EMOVE Ex. 18" RCP LL3 REPLACE W/48 LF TWIN 24" RCP ® Of
SHERROD ROAD S.R. 1702 OL ym'h SPRING HOPE ROAD S.Rm - ~ CLEAN STONE, 7' FULL DEPTH PATCH
SwRm 1145 1 i L07 W/2-6' FES PATCH W,/#57 JUUt M MUSGRAYE r- W/1' OVERLAY i Z tD
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