20040579 Ver 1_COMPLETE FILE_20040412

EQUIN ?.
ENVIRONMEWT-AL
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LETTER OF TRANSMITTAL
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Date:
Project: 4f 4, 14",-os
Copies Date Description
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Items Being Sent:
? For Your Comments
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? Per Your Request
? Per our Conversation
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WETLANDS/401 GROUP
AUG Y 9 2004
WATER QUAL/Ty SECTION
Comments:
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"CONFIDENTIALITY NOTICE"
This transmittal is intended only for the use of the individual or entity to which it is addressed and may contain privileged information
and confidential information. If the reader of this message is not the intended recipient, you are hereby notified that any disclosure,
distribution, or copying of this information is strictly prohibited. If you have received this transmission in error please notify us
immediately and return the documents to us via U.S. Postal Service.
Equinox Environmental 64 Biltmore Avenue - Asheville, NC 28801 [phone]
:t? Hands Tracking
Facility Name Glenn Nleadovvs - -
Project Number 04 OS79 ? Express
Project Type I)uwhosc of a to??nhotnc coi unwiity County: iia"?ood
Location Shelton Branch Wavnesv ille off Hvev 276 County2.
Received From APP COE ID # Region Asheville
Received Date prii 12, 2004 I COE Susp Date Reg. Contact
Sent to Region Date I DCM Susp Date APPLICATION FEE INFO
Rcvd Region Date TIP Number Payment Date 4/1 2/2004
Last Action Date April 19. 2004 More Info Requested 4/19/2004 Amount Paid $200.00
Last Action Hold More Info Received Payor Equinox
Latitude (ddmmss) Mitigation ? Check # 1634
Longitude (ddmmss) COC Received Date
Public Notice Written Public Notice I Comment Period
Date ReceivedDate Ends Date
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WAYNESVILLE
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Town of Waynesville
July 28, 2004
Bob Zarzecki
NC Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Glen Meadows, DWQ #04-0579
Dear Mr. Zarzecki:
WETLANDS/ 401 GROUP
JUL 3 0 2004
WA i ER ( )UALITY SECTION
Mr. David Tuch of Equinox Environment has requested that I write you regarding the Town's Land Development
Standards as they apply to the referenced project. Those standards are available online at www.townofwavnesville.org
then click on "Planning". In section 154.309, Streets, (B) General Standards (2) System Layout, the Town describes
our requirements for a gridded network of streets to be designed with short block lengths and interconnection, to permit
multiple routes and to diffuse traffic. The developer's original cul de sac type layout was rejected due to a lack of
connection to Pigeon Street. All neighborhood traffic would be concentrated at the Hillside Road intersection. Pigeon
Street would continue to have characteristics more of a rural highway with long block lengths and higher speeds rather
than an urban main street. You may also refer to 154.122 district regulations for the Pigeon Street Neighborhood
District. In Section A, we again reinforce connections between various neighborhoods and the neighborhood center and
the management of traffic to make the area more conducive to pedestrians.
We realize that these land development standards have an impact on water quality and wetlands at this site. However
an embankment exists at this entrance location and we believe the impacts to the stream can be minimized. The Town
believes strongly in the direction our land development standards are taking to build strong interconnected
neighborhoods. We also strongly support environmental conservation and stormwater management and respectfully
request that you work to find a solution that allows both objectives to be achieved on this project.
Do not hesitate to contact me at 828-456-4410 if questions or comments arise.
I"rederick L: Baker, P.E.
Director of Public Works
FLB:fr
cc: Equinox Environmental
POB 100, 16 SOUTH MAIN ST., WAYNESVILLE, NC 28786 - PHONE [phone] - FAX [phone]
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WETLANDS/ 401 GROUP
MAY 1 0 2004
WATER QUALITY SECTION
FAX
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Company: Pages:
Fax: Date: 5 ?0 tj
Phone: Subject: 4(co!fjr Gu?S
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EQUINOX ' MAY 1 0 2004
P:N1Ilit)?AlENT_l1.
WATER QUALITY SECTION
FAX
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Company: Pages: t
Fax: ( q (q 733 -681-3 Date: -51:T( b-
Phone- Subject: fr (eA!n 1 2a plc S
? Please Comment
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? Urgent
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• Comments:
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_??qA='-- (DS-79

GLENN MEADOWS- A TOWNHOME COMMUNITY
PERMIT APPLICATION
Section 404 Permit 0 4 0 5 7 9
401 Water Quality Certification
WETLANDS / 401 GROUP
APR 121004
WATER QUALITY SECTION

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.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.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
f'
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulator field office for specific answers to permit processing periods.
?: ,,? 'kt
401 Water Quality Certification or Buffer Rules All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Fieiu Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee - Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fisl
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
i and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Sur y
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
Oftice Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: DJ 1
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Ap lican? Information
Name: Vend d ` m 4-rez,u --
Telephone Num
E-mail Address:
Fax Number: / XZf) 14S I -
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached 'f the Agent has signatory authority for the owner/applicant.)
Name: V
Company Affiliation: '^ cr?c S1 4- is h
Mailing Address: ?'? ?) (?„ o? ?- AYG141--
Telephone Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property, with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name oforoiect: 41cm4 Ml_ allows -
2. T.I.P. Project Number or State Project Number (NCDOT Only):
0615'.-Sy - 3* -r
3. Property Identification Number (Tax PIN): os"ze
2 ?Z-7
4. Location ++?
County: H,A Nearest Tow
Subdivision n me (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or L_at/Lon : c 2-6 ? 3' . W 8205 f3, 871,
(Note - If project is linear, such as a road or utility line, attach a s et that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): IV. 26N a,-res
7. Nearest body of water (stream/river/sound/ocean/lake): S he mm f6,1 1
8. River Basin: vi?Gne? e -c a
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Sce. t" e14
Page 6 of 12
10. Describe the overall project in detail, nchiding the type of equipment to be used:
11. Explain the purpose of the proposed work:
?JvA.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification} for the exclusion of this work from the current application.
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water; and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
P ?5

* r :..? ---I.
:
--- uuyw.n as F -QwIy arru ,ueuuiy rc„tpur-ary nmpacrs, Impacts mcmae, out are not tuntted to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.eov.
*'* List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:- , Sd a.6rcs
Total area of wetland impact proposed: . f r a c ms
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
5-3 B v - 5
5 -5
S' ;N
V 25 -
0 r _
G N
Z, rr
o r•
S- 2 a l

...a..,ovu ,.. Fy t acyaaarciy anu rucr,uty temporary impacts. impacts mcluae, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com
www.m%Mest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams otl site: 83 L , E
47
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: fV/ n
Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
Impact

acres
(if Name p Waterbody
applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation N/i?(
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
-?t e'c- jEftm r 'A
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide. for Stream Work in North Carolina, available at
bq://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at b4://h2o.enr.state.ne.us/wm/index.htrn. 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):
Page 10 of 12
li/?
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes El 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 WatershiBuffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ) P/A
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.
XII. Sewage Disposal (required by DWQ) A// A
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.
XIII. Violations (required by DWQ) N/ 4
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
r Applicant/Agent's Signature D to
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
GLENN MEADOWS- A TOWNHOME COMMUNITY
PERMIT APPLICATION
I. Processing
--See Application Form
II. Applicant Information
--See Application Form
III. Project Information
1-3 -- See Application Form
4. The project is located in Haywood County in the Town of Waynesville.
Directions to the property from Asheville are as follows:
• Take 40 west to Exit Hwy 27
• Drive south until exist 10.
• Take Hwy 276 into downtown Waynesville, turn left onto Main Street
• Continue on Main Street to Hwy 276 again, turn left
• Continue less than I-mileand turn left onto Hillside Road
• Property is immediately to the right.
5-8. - See Application
9. Describe existing conditions and general land use.
The property overtime has been disturbed and filled over the years. The site is
un-forested and contains a significant number of invasive exotic plants within and
around the wetland and stream found on the property. It is adjacent to a small
section of woodlands to the east, the Thomas Park Subdivision further to the east,
highway 276 to the west and south, and a Town of Waynesville to the north.
10. Describe the overall project in detail.
A total of 75 townhome units are proposed for the site. The neighborhood will
have sidewalks and pedestrian connections including 5.73 acres of open space that
will serve as stream buffer. The wetland area will have a trail around its entirety
and include a pavilion for public gatherings for the residents. Narrow roads are
used to minimize impacts to the site and promote a pedestrian friendly
development. A loop road will be constructed to provide access into the
development and buildings will flank both sides of the townhomes which will not
exceed 35 feet in height. The goal of the project is to provide a high quality
development that integrates the natural resources found on the property,
innovative stormwater techniques (Bio-Retention Ponds, Water Quality Swales,
and Infiltration Trenches), and a pedestrian friendly development while providing
residential housing needs. The developer intends to remove invasive exotic plants
within and around the stream and wetlands and revegetate with native plants
11. Describe the purpose of the proposed work.
The Town of Waynesville like many areas is experiencing sprawl. One way to
combat this issue is to create infill development utilizing exiting areas within
close proximity to downtown and within downtown. This project is a residential
infill development project within the Town limits, which will provide a high
density townhome community to allow residents to walk to downtown and limit
dependency on the automobile and help prevent sprawl in the area.
IV. Prior Project History
--See Application Form
V. Future Proiect Plans
--See Application Form
VI. Proposed Impacts to Waters of the US/Waters of the State
1. New culverts will be located where existing culverts exist. These new culverts
will be longer then the existing culverts to accommodate road width as required
by the Town of Waynesville. A road accessing the townhomes from highway 276
passes by the edge of the existing wetland (determined by others). To elevate the
road width, grading (fill) of the side slopes of the road will impact the wetland
area. The only new culvert required will be placed at site S-3 as illustrated on the
Site Plan.
2-5. --See Application Form
VII. Impact Justification
Site constrains which caused impacts include the Town of Waynesville's
ordinance which required; 1.) 50' setbacks and 2.) an entrance road accessing the
site off highway 276 was required by the Town. This road was not wanted by the
owner and if not required would have significantly reduced stream impacts.
The following illustrates how impacts were avoided and minimized;
• The existing wetland area situated in the center of the property has not
been utilized as a development area and primarily remains unfilled and
undisturbed with the exception of the proposed roadway crossing as noted
on the design drawings.
• The existing perennial stream reach on the north end of the property will
not be disturbed by development.
• To the extent possible, the existing culvert infrastructure is utilized in the
design to minimize impacts to existing streams and hydrology. Only one
new culvert pipe is required and the remaining culverts are being extended
to meet road width requirements set forth by the Town of Waynesville.
VIII. Mitigation
Mitigation is not required because all impacts to the wetland and streams are
below the cumulative limits. However, the owner will be making enhancements
such as removing invasive plants and revegetating with native wetland herbaceous
plants, installing a baffle within the culvert to maintain and improve hydric
conditions for the wetland, creating a floodplain terrace along a section of the
perennial stream, and removing a high spot (drier) within the center of the
wetland to increase habitat. Finally, the owner is exploring the potential to
include restrictive covenants to avoid future impacts to the wetland and stream.
IX. Environmental Documentation
--See Application Form
X. Proposed Impacts on Riparian and Watershed Buffers
--See Application Form
XI. Stormwater
--See Application Form
ATTACHMENTS ,
Agent Authorization Letter
Project Vicinity Map
USGS Map
NRCS Soil Survey Map
Site Plan
NCDWQ Stream Classification Sites
NCDWQ Stream Classification Forms
mar iu u4 u2:36p Jessica McKenna 828-456-9322 p.2
22nd Century Properties LLC
812 NW I' Street
Fort Lauderdale, Florida 33311
954-525-1032
Fax: [phone]
March 19, 2004
To Whom It May Concern:
This letter is giving David Tuch at Equinox Environmental Consultants of
Asheville, NC, authorization to act as our agent on our Glen Meadows Townhomes
project.
Thank you,
G?A'4&
David Damerau
President
PROJECT VICINITY MAP
GLENN MEADOWS -A TOWNHOME COMMUNITY

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NCDWQ Stream Classification Form
Project : I eg4ao s River Basin: County: 14410. 14 Evaluator.
DWQ ProNearest Named Strew `Z11 ?1 k" Latitude: Signature:
Date: 2 '3 01 USGS QUAD: f ? 2 t(. v1. Longitude: Location/Directions:
*PLEA! O . If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Also, if in the bed professional judgement of the evaluator, thefemWe is a man-made dilch and not a modifu d natwW ammo-this
rating system should not he used*
Primary Field Indicators: (Circle One Number Per Line)
21 Is The USDA Texture In Streambed
9) Is a Continuous Bed & Bank Present? 0 1 2
MOTE. IfBed & Bank Caused By DitchmeAnd WITHOUT SmuosM! Then Score=0.1
10) Is a 2nd Order Or Greater Channel (As Indicated
PRIMARYGEOMORPHOLOGYINDICATOR POINTS:
H. Hydrology Absent Weals Moderate Strong
1) Is There A Groundwater
PRIMARYHYDROLOGYINDICATOR POINTS:
PRIMARYBIOLOGYINDICATOR POINTS:
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
SECONDARY GEOMORPHOLOGY INDICATOR POINh.-' 2.
a) is i nem Hn Hcuve tvr xenc)
II. Hydrology Absent Weak Moderate Strong
I l Ts This Year'-,(C)r T act Year'el T Pnflfttpr .
4) Is Water In Channel And >48 Hrs. Since 0 .5 0 1.5
Last Known Rain t OTR ItDitch Indicated In 49 Above Skin This Ste AAnd #5 Below')
5) Is There Water In Channel During Dry 0 .5 1 1.5
Conditions Or In Growing Season)? - ??
SECONDARYHYDROLOGYINDICATOR POINTS:
1) Are Fish Present? Q .5 1 1.5
8) Are Wetland Plants In Streambed? SAV
Mostly UPL
(* NOT& IfTotalAbsence O)WI Plants In Streambed 2
As Noted Above Skin This Men UNLFSSSAV Present).
SECONDARYBIOLOGYINDICATOR POI.
TOTAL POINTS (Primary + Secondary) =
Stream Is At Least Intermittent)
Notes:
fly OBL Mostly FACW Mostly FAC Mostly FACU
1 .75 .5 0 0
2
(If Greater Than Or Equal To 19 Points The
NCDWQ Stream Classification Form
Project Name4 l e , n AG'tcL, 5 River Basin: r? County: W V0.1 Evaluator:
DWQ 'eat umber Nearest Named S 7? Latitude: Signature:
Date: Z `(? t7 c.? USGS QUAD: qz{zC?u? Longitude: Location/Directions:
*PLEA E OZ E: If evaluator and landowner agree that the feature is a man-made ditch, then use of this forth is not necessary:
Also, if in the bad pmfe miand judgement of the evaluator, the feature is a anon-trade ditch and nat a modfttd aratutul sYremn-t/ris
rating system should hat be used*
Primary Field Indicators: (Circle One Number Per Line)
2) N The T ISDA Teymire. Tn Rtrpnmhed
9) Is a Continuous Bed & Bank Present?
10) Is a T' Order Or Greater Channel (As Indicated
PRIMARY GEOMORPHOLOGYINDICATOR POINTS:
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 61-) 2 3
PRINIARYHYDROLOGYINDICATOR POINTS: I
PRIMARYBIOLOGYINDICATOR
Secondary Field Indicators: (Circle One Number Per Line)
.) 10 a uvxv rua n%.uvc "vi ncin:? --
a) lines i opograpny inntcate A
Natural Drainage Way? 0 .5 f?l`1 1 5
SECONDARY GEOMORPHOLOGYINDICATOR POINTS:
U. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last Year's) Leaflitter

4) Is Water In Channel And >48 Hrs. Since 0 .5 01 1.5
Last Known Rain? NO E:1 Ditch Indicated In #9A This Sr And #5 Below
5) Is There Water In Channel During Dry 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW mostly FAu mosey rAl:u
Mostly UPL
(* NOTE: IfTotalAbsence OfAUPlan& In Stremnbed 2 1 .75 .5 0 0
As Noted Above Skin This Step UNLESS SAV Present*1L
SECONDARYBIOLOGYINDICATOR POINTS: L,1
TOTAL POINTS (Primary + Secondary) = IM . (If Greater Than Or Equal To 19 Points The
Stream Is At Least Intermittent)
Notes:
2
SECONDARYHYDROLOGYINDICATOR POINTS: ! _
NCDWQ Stream Classification Form
r F?
Project Name: River Basin: County: Evaluator.
DWQ Pro•ect umber Nearest Named S ? -1 A-. Latitude: Signature:
Date: ? G USGS QUAD:141Z, ,0 Longitude: Location/Directions:
*PLFA E• I evaluator andlandowner et
0 If ogre hTWthefeafure is aman-made ditch, then use of lhcsf orm rs not neaessm1'•
Also, if in the best profecsionaljudgement of the evaluator, the feature is a man-made Akk and not a modifud nataml stremn-this
rating system should not he used*
Primary Field Indicators: (Circle One Number Per Line)
I. Geomo hob Absent W Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 1 2 3
m
21 Tc ThP T TRDA TaxhirP Tn Rtraamt%M
9) Is a Continuous Bed & Bank Present? 0 1 V 3
('NOTE: ItBed & Bank Caused By Dacha And WITHOUT SMUCS tv Then Sc0re=0')
10) Is a 2"d Order Or Greater Channel (As Indicated
PRIMAR Y GEOMORPHOL OG Y RVDICA TOR POINTS:
U. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater ---Z.
PPJMARYHYDROLOGYINDICATOR ?NTS:Q
PRIMARY BIOLOGYINDICATOR
Secondary Field Indicators: (Circle One Number Per Line)
5) Is There An Active (Or Relic)
.7) LJu ub a upuBudPHy J.HUICQ lG H
Natural Drainage Way? 0 5 1 1.5
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: =
II. Hydrology Absent Weak Moderate Strone
1) Is This Year's (Or Last Year's) Leaflitter

4) Is Water In Channel And >48 Hrs. Since 0 .5 1.5
Last Known Rain? (*NOTE. jMach Indicated 1n #9Above Skip This Step And #5 Below')
5) Is There Water In Channel During Dry 0 .5 1 1.5
3) Are AguaticTuttles Present? 0 5 1 _ 1.5
4) Are Crayfish Present? 0 5 1 1.5
5 Are Nlacrobenthos Present? 0 .5 1 1.5
6) Are Iron Oxidizing Bacteria/Fungus Present? 0 .5 1 1.5
7) Is Filamentous Algae Present? 0 5 1 1.5 -
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU
Mostly UPL ?
(* NOTE- I, jTotalAbsence OjAll Plants In Streambed 2 l ' l .75 .5 0 0
As Noted Above Skw This Step UNLESS &I V PresenP).
SECONDARYBIOLOGYINDICATOR POINTS: Z
TOTAL POINTS (Primary + Secondary) = ZD- 5 (If Greater Than Or Equal To 19 Points The
Stream Is At Least Intermittent)
Notes:
SECONDARYHYDROLOGYINDICATOR POINTS:,?°
NCDWQ Stream Classification Form
"rmjecciM3M.Atle-0 Ae,-,., r, River Basin: County: Evaluator
DWQ oI tNmmber: Nearest Named Stream: W-)v4 0", Latitude: Signature:
Date:' Q,4 USGSQUAD: i-f Ze ? Longitude: Location/Directions:
*PLEAS? NTE: If evaluator and landowner Wee that the eature ' ditch, th isfm= is not necessary.
Also, if in the best projessionaljudgement of the evaluator, the feature is reran-made cAr and n a modifre?d stream--this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
9) Is a Continuous Bed & Bank Present?
10) Is a 2'" Order Or Greater Channel (As Indicated
PRIMARYGEOMORPHOLOGYINDICATOR POINTS:
H. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater _
Secondary Field Indicators: (Circle One Number Per Line)
PRIMARYHYDROLOGYINDICATORPCYIAgS: b)_ ck).-u-I.A
a) lioes 1 opograpny Indicate A
Natural Drainage Way? 0 .5 1 1.5
SECONDARY GEOMORPHOLOGYIND ATOR POINTS:
H. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last Year'sl i.eaf fitter

4) Is Water In Channel And >48 Hrs. Since 0 .5 1 (1.5)
Last Known Rain? NOTE: Ifpztehindicatedln#9AboveS3bv This & And #5 Below
5) Is There Water In Channel During Dry 0 .5 1 1.5
SECONDARYHYDROLOGYINDICATOR
1) Are Fish Present? 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL 'Mostly FACW Mostly FAC Mostly FACU
Mostly UPL
(* NOTE: If Total Absence OfAR Plants In Streanbed 2 1 .75 .5 0 0
As Noted Above ' This Step UNLESS SAV Present'
SECONDARYBIOLOGYINDICATOR POINTS: 2, S
.t "1 s' (If Greater Than Or Equal To 19 Points The
TOTAL POINTS (Primary + Secondary) = 3-L'
Stream Is At Least Intermittent)
Notes:
111115 i-s t-a-+ A i-P- v.?W h,4,-,I,? ?? 1,,
Gr p -{ CJrr?e,, : "f iqj ..
y ?''S rS Cc iwf-,-
6f rl, A, lk- Avv Fill 011-c- -h--te_
U1? 5 Cst .i 6Uf1v-,+ Cv ????,s
??lt?XcS
f?\ F el ??
l?
2
a01? W A Michael F. Easley, Governor
.,,0 G William G. Ross Jr., Secretary
0 r North Carolina Department of Environment and Natural Resources
? y
(? .r Alan W. Klimek, P.E. Director
Division of Water Quality
September 20, 2004
DWQ Project # 04-0579
Haywood County
Mr. David Damereau
EDC/22nd Century Properties, LLC
144 Thomas Park Drive
Waynesville, NC, 28786
Subject Property: Glenn Meadows, Waynesville, NC
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Damereau:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.16 acres of wetlands and 214 feet of streams (166 feet intermittent, 48 feet
perennial) for the purpose of constructing the Glenn Meadows jownhomes, as described within your
application dated April 12, 2004 and received by the N.C. Divisibn of Water Quality (DWQ) on April 12,
2004, along with additional correspondence received August 19, 2004. After reviewing your application,
we have decided that the impacts are covered by General Water Quality Certification Number(s) 3402
(GC3402). The Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army
Corps of Engineers (USACE). 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 stormwater regulations. Also, this approval to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the .property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the. attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 .
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
None Carolina
Naturally
Mr. David Damereau, EDC/22nd Century Properties, LLC
Page 2 of 4
September 20; 2004
Amount Approved
(Units) Plan Location or Reference
Stream 214 (feet) 8/19/04 Application materials
404/LAMA Wetlands 0.16 (acres) 8/19/04 Application materials
Waters N/A (acres)
Buffers N/A (square ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits'gssociated with the project.
c. For borrow pit sites, the erosion and sediment condpl measures must be designed, installed,
operated, and maintained in accordance with the md§t recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation' Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. 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.
Mr. David Damereau, EDC/22nd Century Properties, LLC
Page 3 of 4
September 20, 2004
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
7. Stormwater Management Plan
The final, written stormwater management plans dated August 16, 2004, must be implemented
and the stormwater management facilities shall be constructed and operational before any
permanent building is occupied at the subject site. These facilities must be designed and
constructed to treat the runoff from the entire site, including the "future below grade parking
under future 20-unit multi-story structure building by others." A copy of the signed and notarized
Operation and Maintenance Agreement shall be provided to this Office. The structural
stormwater practices as approved by this Office as well as drainage patterns must be maintained
in perpetuity. No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
a
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
Mr. David Damereau, EDC/22nd Century Properties, LLC
Page 4 of 4
September 20, 2004
If you do not accept any of the condition&of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Kevin Barnett in the DWQ Asheville Regional Office at 828-296-4500.
Sincerely,
Alan W. Klimek, P.E.
AWKlcbk
Enclosures: GC 3402
Certificate of Completion
cc: David Tuch, Equinox Environmental, 64 Biltmore Avenue, Asheville, NC, 28801
USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 040579G1enn(Haywood)401

Triage Check List
Date: 16 Project Name: QeVV\' e-k6 ws
DWQ#: qd q 0 S
County: fi[ ?., t Jooc?
To: A,_ARO Kevin Barnett ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
? RRO Mike Horan
From: Telephone : (919) V7 __53
The file attached is being forwarded to ypur for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Commmmeents:
I- r--I

5rh? C -z- C-L PI
W A7'F?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality Y
August 3, 2004
DWQ # 04-0579
Haywood County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
EDC
Attn: David Damereau
144 Thomas Park Drive
Waynesville, NC 28786
Subject Property: Glenn Meadows
Dear Mr. Damereau:
On April 12, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to
fill wetlands or waters for the purpose of constructing a town home community in Haywood County. On July 30, 2004, the
DWQ received a letter from the Town of Waynesville. DWQ is in the process of review this information, however DWQ
still requires the information below in order to complete our review. Approval from DWQ is required to disturb these areas.
Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show these
on maps of suitable scale (for instance 1" = 100 feet) so we can begin,. to determine your projects' compliance with 15A
NCAC 2H.0500. ?,
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan
referencing S-1 through S-5.
2. Stream impacts associated with S-1, S-2, S-3, S-4, and S-5 are not clearly identified on the site plan. We are
unable to distinguish existing culvert impacts from your proposed impacts. The scale on the site plan state
1"=100', however this does not appear to be correct. Please provide a site plan with a correct scale of 1"=100'.
3. Please provide cross section details showing the provisions for aquatic life passage for all perennial crossing
(example S 1 & S5).
4. Please provide detail for the stormwater management practices as required by GC 3402.
5. Pleas specify the percent of project imperviousness area based on the estimated built-out conditions.
6. Please provide 6 more copies of the site plans and other supporting information.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
foR.rney
40 Quality Certifica on Program
JRD/bs
cc: Asheville DWQ Regional Office
Asheville Corps of Engineers
Central Files
File Copy
David Tuch, Equinox Environmental Consultation & Design, 64 Biltmore Avenue, Asheville, NC 28801
ll
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 276042260 (Location)
[phone] (phone), 919-733-6893 (fax), (hM://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
t
EQUINOX
ENVIRONMENTAL
CONSULTATION & DESIGN
FILE COPY
QUP
AUG 19 .2004
WATFR QuqtIfl,
070N
This letter is in reference to the Glenn Meadows Townhomes Project (DWQ # 04-0579). In a
letter received from DWQ on April 19, 2004 additional information was requested. Contained
within this permit application is the requested information which includes; 1.) Individual stream
impacts at all culverts clearly shown including clearing, limits of grading, existing culvert
impacts and proposed culvert impacts, 2.) cross sections of all the crossings illustrating passage of
aquatic life for perennial stream crossings, 3.) percent of impervious surface caused by proposed
construction, 4.) Stormwater Management Details including associated calculations, 5.) a letter
from the Town of Waynesville addressing the inability to avoid impacts at areas S-3 and S-4
illustrated on the Site Plan. In the letter sent by DWQ, your office mentioned the layout could be
reconfigured to avoid the impacts at areas S-3 and S-4 (the road providing access of Highway
276) it cannot due to the Town of Waynesville requirements.
Contained within this permit application is the NCDWQ Stream Classification Forms which were
used to determine if a stream was perennial, intermittent, or ephemeral/wet weather conveyance.
The summary of impacts are as follows;
Stream Classification Impacts Total
Cumulative
Impacts

Perennial Streams 28' of new culvert pipe 48'
22' of new culvert pipe
Intermittent Streams 18' of new culvert pipe 118'
70' of new culvert pipe
30' of stream relocation due to site constraints
Based on a conversation with Cindy Karoly of DWQ at the Raleigh office on 8/5/04, Equinox
was informed that impacts to intermittent streams do not count towards the cumulative impacts
that would require compensatory mitigation. Therefore while the total stream impacts are 166
feet, the impacts to the perennial streams are 48 feet (within the 150 feet limit). Impacts to the
wetland are 0.16 acres.
As recommend by David Smith of DWQ, Equinox would also like to address the Control
Structure that will be placed at the end of the wetland along the intermittent stream. In a meeting
held with David Baker of the ACE, it was recommended that a baffle or similar type of structure
could be used to help maintain wetland conditions. The wetland, which was once a local fishing
pond, was filled in several years ago. The result has been the development of a wetland with
standing water levels that never exceed more than an inch. The wetland drains continuously due
to the presence of the intermittent stream draining the wetland/existing topography. The lack of
standing water has partially contributed to vegetation that is dominated by invasive exotic plants.
In an effort to address this, a Grade Control Structure (illustrated on page 4 of the enclosed
construction documents with a construction detail on page 9) has been designed to allow standing
water levels to increase and help limit invasive plants. Invasive plants will be removed and
native riparian plantings and wetland plants will be used to revegetate the streambanks and
wetland. Please refer to the General Plant List for a list of recommended species which will be
used in the selection of plant materials.
In an additional correspondence with Cindy Karoly on 8/6/04 in regards to relocating a length of
intermittent stream, Equinox was advised to develop a plan which illustrates the cross section,
bank stabilization, and plants to be used. This information is contained within the Stream
Relocation Plan.
Since minor changes have occurred with regards to stream impacts and additional information has
been requested, Equinox is submitting 7 copies of the complete permit application including all
supporting information which will hopefully assist with the review process.
Thank you,
David Tuch
Equinox Environmental Consultation and Design, Inc.
64 Biltmore Avenue, Asheville NC 28801
828.253.6856
Table of Contents
1. Permit Application
a. PCN Application Form
b. Agent Authorization
c. Project Vicinity Map
d. USGS Topographic Map
e. NRCS Soil Survey Map
f NCDWQ Stream Classification Sites
g. NCDWQ Stream Classification Forms
h. Letter from the Town of Waynesville
i. Stormwater Calculations
j. General Plant List
II. Construction Documents containing DWQ requested information
a. Individual stream impacts at all culverts clearly shown (Sheet 4a)
b. Percent of impervious surface caused by proposed construction (Site Plan)
c. Stormwater Management Details (Sheet 4)
d. Construction Documents
PERMIT APPLICATION for
GLENN MEADOWS-A TOWNHOME COMMUNITY
401 Water Quality Certification
Office Use Only: Form Version May 2002
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. eck all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
??
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/.
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: " L?v-yl
Company Affiliati
Mailing Address:_
9-
rn8
Telephone Number: 7-55-69f% Fax Number:
E-mail Address: r 0 minoxtvidi?w?en •C V.,
Page 5 of 12
Telephone Number: / 870 J 9'5'6- 93A2 Fax Number:( 02.f.?) yS6- T 32Z
E-mail Address:
III. Project Information
8.
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
r4duced 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

2. T.I.P. Project Number or State Project Number (NCDOT Only):
BCIs- sY - 311v
3. Property Identification Number (Tax PIN): 0528
3lLS
4. Location •? ?• sz
County: Y ma o Nearest Town: g as v le,
Subdivision harhe (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/Long): N _52,99. 13 , W $2'". VV
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): / D . 26 Aw?es
7. Nearest body of water (stream/river/sound/ocean/lake): '544414zP^ zh?
River Basin: -12?d eh 1'?r'oa,,k
(Note - this must be one of North Carolina's seventeen designated major river basins.
River Basin map is available at http://h2o.enr.state.nc.us/admin/mans/.)
The
9. Describe the existing conditions on the site and general land a in the vicinity of the project
at the time of this application: 4 Is
Page 6 of 12
10 Describe the overall project in detail, including the type of equipment to be used:
11. Cxplain the purpose of the proposed work:
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,
lot and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and proviJeustification fqr the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
(linear feet
Type of Wetland***
W to .I to c -2' a ' eo,

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/.hvwtiv.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: _ 80 ctpr{s
Total area of wetland impact proposed: . 1 ( acre s
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
ear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease
Fir"
t If
kke"MrJ-

w
D
? f N
-
KIf •

0 .32
-
'
1 ft
f•
&W?g L1.4 ;?z
SWIV4

* 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.usQs.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozonexom,
w,%vw.mapgpest.com. etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 146'
70 # f?ANU. . MIS
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below: AlA
Open Water Impact

Site Number
indicate on ma
,?
Type of Impact* Area of

impact
acres Name of Waterbody

(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc. A 5. Pond Creation If construction pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
r
VIII. Mitigation /V/14
D'WQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value -of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htn1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/carp/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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ) IVA
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

Zone Impact
(square feet)
Multiplier Required
Mitigation
1 3
2 1.5
Total
" Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If 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.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property
XII. Sewage Disposal (required by DWQ) A0
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.
XIII. Violations (required by DWQ) m/14
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 12 of 12
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
GLENN MEADOWS- A TOWNHOME COMMUNITY
PERMIT APPLICATION
I. Processing
--See Application Form
II. Applicant Information
--See Application Form
III. Project Information
1-3 -- See Application Form
4. The project is located in Haywood County in the Town of Waynesville.
Directions to the property from Asheville are as follows:
• Take 40 west to Exit Hwy 27
• Drive south until exist 10.
• Take Hwy 276 into downtown Waynesville, turn left onto Main Street
• Continue on Main Street to Hwy 276 again, turn left
• Continue less than 1-mileand turn left onto Hillside Road
• Property is immediately to the right.
5-8. - See Application
9. Describe existing conditions and general land use.
The property overtime has been disturbed and filled over the years. The site is
un-forested and contains a significant number of invasive exotic plants within and
around the wetland and perennial and intermittent streams found on the property.
It is adjacent to a small section of woodlands to the east, the Thomas Park
Subdivision further to the east, highway 276 to the west and south, and a Town of
Waynesville to the north.
10. Describe the overall project in detail.
A total of 75 townhome units are proposed for the site. The neighborhood will
have sidewalks and pedestrian connections including 5.73 acres of open space that
will serve as stream buffer in the northwest corner of the property. The wetland
area will have a trail and potentially include a pavilion for public gatherings for
the residents and interpretation of the wetland. Narrow roads are used to
minimize impacts to the site and promote a pedestrian friendly development. A
loop road will be constructed to provide access into the development and
buildings will flank both sides of the road with townhomes which will not exceed
35 feet in height. The goal of the project is to provide a high quality development
that integrates the natural resources found on the property, innovative stormwater
techniques (Bio-Retention Ponds, Water Quality Swales, and Infiltration
Trenches), and a pedestrian friendly development while providing residential
housing needs. The developer intends to remove invasive exotic plants within
and around the stream and wetlands and revegetate with native plants
11. Describe the purpose of the proposed work.
The Town of Waynesville like many areas is experiencing sprawl. One way to
combat this issue is to create infill development utilizing exiting areas within
close proximity to downtown and within downtown. This project is a residential
infill development project within the Town limits, which will provide a high
density townhome community to allow residents to walk to downtown and limit
dependency on the automobile and help prevent sprawl in the area.
IV. Prior Project History
--See Application Form
V. Future Project Plans
--See Application Form
VI Proposed impacts to Waters of the US/Waters of the State
1. Additional culverts will be located to extend the length of existing culverts
along one perennial stream section and along one intermittent stream section.
These new culverts will be extended to accommodate the roads for the
development. A new culvert will be located along an intermittent stream section
to accommodate the road at site S-3 (See Site Plan). This road is required by the
Town of Waynesville (See Section II, Letter from the Town of Waynesville). A
road accessing the townhomes from highway 276 passes by the edge of the
existing wetland (determined by others). To elevate the road width, grading (fill)
of the side slopes of the road will impact the wetland area. The existing culverts
will be replaced, this information is illustrated in the Construction Documents and
impacts associated with the culverts can be found on Sheet 4a. A 30' section of
intermittent stream will be relocated to avoid potential erosion problems along the
road embankment (See Stream Relocation Plan).
2-5. --See Application Form
VII. Impact Justification
Site constrains which caused impacts include the Town of Waynesville's
ordinance which required; 1.) 50' setbacks and 2.) an entrance road accessing the
site off highway 276 was required by the Town (site S-4 on the Site Plan). This
road was not wanted by the owner and if not required by the Town of
Waynesville, would have further reduced stream impacts.
The following illustrates how impacts were avoided and minimized;
• The existing wetland area situated in the center of the property has not
been utilized as a development area and primarily remains unfilled and
undisturbed with the exception of the proposed roadway crossing as noted
on the design drawings.
• The existing perennial stream reach on the north end of the property will
not be disturbed by development.
• To the extent possible, the existing locations of culvert infrastructure is
utilized in the design to minimize impacts to existing streams and
hydrology. Only one new culvert pipe is required and the remaining
culverts are being extended to meet road width requirements set forth by
the Town of Waynesville.
VIII. Miti ag tion
Mitigation is not required because all impacts to the wetland and streams are
below the cumulative limits. However, the owner will be making enhancements
such as removing invasive plants and revegetating with native wetland herbaceous
plants, installing a control structure within the culvert to maintain and improve
hydric conditions for the wetland, creating a floodplain terrace along a section of
the perennial stream, and removing a high spot (drier) within the center of the
wetland to increase habitat. Finally, the owner is exploring the potential to
include restrictive covenants to avoid future impacts to the wetland and stream.
IX. Environmental Documentation
--See Application Form
X. Proposed Impacts on Riparian and Watershed Buffers
--See Application Form
XI. Stormwater
See attached construction documents (Sheet 3) and stormwater calculations
provided as an attachment
Mar 19 04 02:36p Jessica McKenna 828-456-9322 p.2
.k.k Century Properties LLC
812 NW P' Street
Fort Lauderdale, Florida 33311
954-525-1032
Fax: [phone]
March 19, 2004
To Whom It May Concern:
This letter is giving David Tuch at Equinox Environmental Consultants of
Asheville, NC, authorization to act as our agent on our Glen Meadows Townhomes
project.
Thank you,

David Damerau
President
North
Scale: I" = 1000'

PROJECT VICINITY MAP
GLENN MEADOWS -A TOWNHOME COMMUNITY

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NCDWQ Stream Classification Form
S,` 1.
Project me: ?c S River Basin: County: kwo-A Evaluator.
DWQ Proj Nearest Named Stn `fib P«-tJi Latitude: Signature:
Date: 2 1001 USGS QUAD: f fn zALV v Longitude: Location/Directions:
*PLEA 0 If evalaator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Also, if in the best professianaljKdgewent of the evahrotor, the faobw is a spas-made Arck and not a modfnd watarol siren--this
rating systemshonld not be used*
Primary Field Indicators: (Circle One Number Per Line)
•%% T.. •M- T TOT % A T....i.- T.. Cf--...l.uA
9) Is a Continuous Bed & Bank Present? 0 1 2
(*NOTE L ed & Bank Cassel By DachmeArd Ti7THOUT S)nTrosity Then Score=0')
10) Is a 2" d Order Or Greater Channel (As Indicated ?
On Tom Mau And/Or In Field) Present? Yes=3 /tyo=6)
PRIMARY GEOMORPHOLOGY INDICATOR POINTS:
II. Hvdroloev Absent Weak Moderate Strong
1) Is There A Groundwater ,rte
Flow/Discharee Present? 0 1 2 3 )
PRIMARYHYDROLOGYINDICATOR POINTS:
PRIMARY BIOLOGYINDICATOR
Secondary Field Indicators: (Circle One Number Per Line)
5) Is There An Active (Or Relic) /?N
Natural Drainaste way? 0 s 1 1.5
SECONDARY GEOMORPHOLOGY ]NDICAT OR POI 2-
H. Hydrology Absent Weak Moderate Strong
11 T. 4' - V-,v /!lr T ..f V-'o\ T m4l;4*-
4-\
4) Is Water in Channel And >48 Hrs. Since 0 .5 (D 1.5
Last $nomw Rain? NOTE: I Ditch Indicated In #9Above Ski This & And #5 Bdlow*
5) Is There Water In Channel During Dry 0 .5 ^ 1 1.5
wuuauva.u v. ....+.....
6 Are H dric Soils Present in Sides of Channel Or In Headcut ? Yes=1.5 o=
SECONDARYHYDROLOGYINDICATOR POINTS:
IIL Biolo Absent Weak Moderate Strong
1) Are Fish Present? 0 .5 1 1.5
is
1J rIUUUl U---
8) Are Wetland Plants In Streambed? SAV ostly OBL Mostly FACW Mostly FAC Mostly FACU
Mostly UPL
(* NOTE.- I, j'TotalAbmnce OfAHPkntsin Streambed 2 1 .75 .5 0 0
As Noted Above Skiv This Stev UNLESS S4YPresen1*
SECONDARYBIOLOGYINDICATOR POINTS.-_
TOTAL PAINTS (Primary + Secondary) _'_ (If Greater Than Or Equal To 19 Points The
Stream Is At Least lnternshtent)
Notes:
2
NCDWQ Stream Classification Form
--,- i ?, 2-
Name4k,14 6U`?WS River Basin: County: Aty Woo-l Evaluator.
Project ?
DWQ ect umber: Nearest ? 1Named "? S?? Latitude: Signature:
Date: Z , i g n USGS QUAD: rHZel= Longitude: Location/Directions:
*PLEASE OT : evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Also, if in the best professional, judgement of the evabotor, Aefea[urr is a maxrmade ddch and not a modified wahnu1 sin-this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
7\ T. 'M- T PU'sA 7-1- T- Qf.-.-t-A
9) Is a Continuous Bed & Bank Present? -D QJ 2 3
10) Is a 2"d Order Or Greater Channel (As Indicated
PRIMARYGEOMORPHOLOGYINDICATOR POINTS.
H. Hydrology Absent Weak Moderate Strom
1) Is There A Groundwater ?
Flow/Discharge Present? 0 f l l 2 3
PRIMARYHYDROLOGYINDICATOR POINTS: I
PRIMARYBIOLOGYINDICATOR POINTS: _*-;;?
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Dramage Way? 0 .5 c'\ 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 2.
5) Is There An Active (Or Relic)
II. Hydrology Absent Weak Moderate Strong
V% T. 'M;a V-'.. !!lr T .met V-'o\ T -fhtf-

4) Is Water In Channel And >48 Hrs. Since 0 .5 1 1.5
Last Known Rain? NOTE:1 Ditch Indicted In #9Above This St And #5 Below' 1 1.5
5) Is There Water In Channel During Dry 0 .5
SECONDARYHYDROLOGYINDICATOR POINTS:
ili. D?V1V ------- - 1.5
1) Are Fish Present? I 5 1
1 is ruamtmLows tv K 1c -aI
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU
Mostly UPL
(' NOTI~• IfTotalAbsence OfAUPlants In S&emnbed 2 1 •75 '5 0 6
As Noted Above This St UNLESS SAV Present'
SECONDARYBIOLOGYIIYDICATOR POINTS:
TOTAL POINTS (Primary + Secondary) _ JA - (If Greater Than Or Equal To 19 Points Ilse
Stream Is At Least Intermittent)
Notes:

NCDWQ Stream Classification Form
,t
Project Name:,4jeAe% A&t,4,)S River Basin County: Evaluator.
DWQ Project umber Nearest Named Sti. "1 ?4 k. Latitude: Signature:
Date: Z py USGS QUAD: (-?ftu-? Longitude: Location/Directions:
*PLEA ME O c: If I evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Also, if in the hadprofessianaljudgement of the evahsator, the feature is a man-made Arch and not a modifw d natural abeam-,this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorpholm Absent W Moderate Strong
Is There A Riffle-Pool Sequence? 0 1 2 3
Al T_ TM_ TTOTI A 'r---- T_ 0-.... U-A
9) Is a Continuous Bed & Bank Present? 0 1 U 3
(*NOTE,YBed & Bank Caused By DachagAnd WHWOUT SMuasIM Then Score=lN)
10) Is a 2'4 Order Or Greater Channel (As Indicated
On Tooo I&D And(Or In Field) Present? Yes--3 l?i=(h
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 7_
H. Hydrolopry Absent Weak Moderate Strong
1) Is There A Groundwater
PRIMARYHYDROLOGYIND]CATOR POINTS:_ Q
PRIMARY BIOLOGY INDICATOR
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 1.5
SECONDARYGEOMORPHOLOGYINDICATORPDINTS. Z
5) Is There An Active (Or Relic)
H. Hydroloey Absent Weak Moderate Strong
11 Tc Thic VPar'c lrlr T act VPnr'el T PnflittPr

4) Is Water In Channel And >48 Hrs. Since 0 .5 1 1.5
Last Known Rain? NOTE: I Ditch Indicated in #9Above - This St And #5 Bdlow
5) Is There Water In Channel During Dry 0 .5 1 1.5
SECONDARYHYDROL0GYINDICATOR POINTS: 2-,-m
Ili. Lavav --
1) Are Fish Present? 0 .5 1 1.
L l11G !'fill vaaauu a avuvaaaz -
3 Are A tijurtles Present? 0 .5 1 1.5
4 Are Cry fish Present? 0 .5 1 1.5
V !?fG it Vla VN anavwa?va ?. - ------ - --
IsFilamentous Al Present? 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU
MostlyUPL
(* NOT& IfToWIA&ewe 0fA11 PZmts In Stremnbed 2 75 .5 0 0
As Noted Above - This SMv UNLEYSSAVPresent'.
SECONDARYBIOLOGYIIVDICATOR POINTS: Z
TOTAL POINTS (Primary + Secondary) = ZD- S (If Greater Than Or Equal To 19 Points The
Stream Is At Least Intermittent)
Notes:

NCDWQ Stream Classification Form
NxMeAe4,i ACeeti Ou%S River Basin: County: Evaluator.
5- meet
DWQ t Number. Nearest Named Streamp? W -16 0% Latitude: Signature:
1401 Q USGS QUAD: ?Zd??1 Longitude: Location/Directions:
*PLFAS? N?TE: Ijevaluator and landowner agree that the feature ' drtch, th is fours is not necessary.
Also, ilia the bad profesimudjudgmml of the evaluator, thefeature is lrsaa-male cah asd a modtJteid stream--this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
'fl To Thn T TCT %A Ta vhm Tn Ctrwama,L-A
9) Is a Continuous Bed & Bank Present? ( 0J 1 2 3
10) Is a 2' Order Or Greater Channel (As Indicated
PRIMARYGEOMORPHOLOGYINDICATOR POINTS:
H. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
PRIMARYHYDROLOGYINDICATOR PINTS: 0 co-u-
PRIMARY BIOLOGY INDICATOR
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
SECONDARY GEOMORPHOLOGYINDYCATOR PDIN7S:
J)is i LWM, lu HI:UVV(vr nralu)
H. Hydrology Absent Weak Moderate Strong
11 To Thin Vn ec fflr T *at Vs rot T n flittP

4) Is Water In Channel And >48 Hrs. Since
Last Known Rain? ('NOTE ItDach Indicates
5) Is There Water In Channel During Dry
0 .5 1 a
rhi-4Zt- And 05 Wow*)
.5 1
SECONDARYHYDROLOGYIArDICATOR
1.5
ARK. "RU.V
1) Are Fish Present`I 0 .5 1 1.
7 5
/ 1J 1' yiaaua•uavu.? ? u .... a .w......
8) Are Wetland Plants In Streambed? SAV Mostly OBL ostly FACW Mostly FAC Mostly FA
Mostly UPL
(" NOTE- IfTotalAbsence OjAll Plants In Strewnbed 2 1 75 .5 0 0
As Noted Above *This & UNLFYSSAV Present`
SECONDARYBIOLOGYINDICATOR POINTS: '2• S
TOTAL POINTS (Primary + Secondary) =_13-75 (If Greater Than Or Equal To 19 Points The
Stream Is At Least InMriniffent)
Notes:
1(115 1.s C'a- ?' ?{ -`- vxfL)
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2
WAYNESVILLE
Town of Waynesville
July 28, 2004
Bob Zarzecki
NC Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Glen Meadows, DWQ #04-0579
Dear Mr. Zarzecki:
Mr. David Tuch of Equinox Environment has requested that I write you regarding the Town's Land Development
Standards as they apply to the referenced project. Those standards are available online at %?,%tiNv.townofN%,a%nesville.org
then click on "Planning". In section 154.309, Streets, (B) General Standards (2) System Layout, the Town describes
our requirements for a gridded network of streets to be designed with short block lengths and interconnection, to permit
multiple routes and to diffuse traffic. The developer's original cul de sac type layout was rejected due to a lack of
connection to Pigeon Street. All neighborhood traffic would be concentrated at the Hillside Road intersection. Pigeon
Street would continue to have characteristics more of a rural highway with long block lengths and higher speeds rather
than an urban main street. You may also refer to 154.122 district regulations for the Pigeon Street Neighborhood
District. In Section A, we again reinforce connections between various neighborhoods and the neighborhood center and
the management of traffic to make the area more conducive to pedestrians.
We realize that these land development standards have an impact on water quality and wetlands at this.site. However
an embankment exists at this entrance location and we believe the impacts to the stream can be minimized. The Town
believes strongly in the direction our land development standards are taking to build strong interconnected
neighborhoods. We also strongly support environmental conservation and stormwater management and respectfully
request that you work to find a solution that allows both objectives to be achieved on this project.
Do not hesitate to contact me at 828-456-4410 if questions or comments arise.
Frederick L: Baker, P.E.
Director of Public Works
FLB:fr
cc: All" Environmental
POB 100, 16 SOUTH MAIN ST., WAYNESVILLE, NC 28786 - PHONE [phone] - FAX [phone]

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Sediment Basin Sizing Table - Based on 1,800 ft^3 / disturbed acre
Assumes side slopes 3:1 (H:V)
Disturbed Area (acres) = 2.52
Required Storage Volume (V13) = 4536
Length (feet) = 75 Top Area =
Width (feet) = 37 Bot Area =
Depth (feet) = 2.2
Actual Volume (ft^3) =
Prepared By:
4595.164
Patrick Bradshaw, PE
Bradshaw Engineering, Inc.
Sediment Basin Efficiency
Peak Inflow
Min. Allowable Surface Area =
Actual Surface Area =
2775
1470.84
625 cfs
2722.5 sq. ft
2775 sq. ft.

Sediment Basin Sizing Table - Based on 1,800 ft^3 / disturbed acre
Assumes side slopes 3:1 (H:V)
Disturbed Area (acres) = 2.23
Required Storage Volume (W3) = 4014
Length (feet) = 70 Top Area = 2450
Width (feet) = 35 Bot Area = 925.76
Depth (feet) = 2.9
Actual Volume (ft^3) =
Prepared By:
4719.059
Patrick Bradshaw, PE
Bradshaw Engineering, Inc.
Sediment Basin Efficiency
Peak Inflow
Min. Allowable Surface Area =
Actual Surface Area =
5.53 cfs
2408.868 sq. ft.
2450 sq. ft.

Sediment Basin Sizing Table - Based on 1,800 ft^3 / disturbed acre
Assumes side slopes 3:1 (H:V)
Disturbed Area (acres) = 2.28
Required Storage Volume (ft^3) = 4104
Length (feet) = 72 Top Area =
Width (feet) = 36 Bot Area =
Depth (feet) = 3
Actual Volume (ft^3) = 5151.269
Prepared By: Patrick Bradshaw, PE
Bradshaw Engineering, Inc.
Sediment Basin Efficiency
Peak Inflow
Min. Allowable Surface Area =
Actual Surface Area =
2592
972.
5.65 cfs
2461.14 sq. ft.
2592 sq. ft.
08/04/2004 10:00 8284565455 BRADSHAW ENGINEERING PAGE 03/03
4
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General Plant List
Recommended Plants for Glen Meadows Stream & Wetland Revegetation
S=Stream, W=Wetland
Scientific Name Common Name Habitat
Canopy Trees
Betula nigra River Birch S,W
Cary cordiomis Bitternut Hickory S
Carya ovata Shagbark Hickory S
Fraxinus pennsylvanica Green Ash S
Nysaa sylvatica Blackgum S
Platanus occidentalis Sycamore S,W
Salix nigra Black Willow S,W
Tilia americana American Basswood S
Understory Trees
Acer rubrum Red Maple S,W
Alnus serrulata Tag Alder S,W
Amelanchier arborea Serviceberry S
Carpinus caroliniana Ironwood S
Diospyros virginiana Persimmon S
Halesia caroliniana Silverbell S
Ilex opaca American Holly S
Shrubs
Aroma arbutifolia Red Chokeberry S,W
Calycanthus floridus Sweetshrub S,W
Clethra alnifolia Sweet Pepper Bush S
Cornus amomum Silky Dogwood S,W
Cornus sericea Red-Twig Dogwood S,W
Cephalanthus occidentalis Button Bush S,W
Leucothoe axillaris Doghobble S,W
Lindera benzion Spicebush S,W
Ilex veticillata (both sex) Winterberry S,W
Itea virginica Virginia Sweetspire S
Fothergilla major Fothergilla S
Physocarpus opulifolius Ninebark S,W
Rhododendron perclymenoides Wild Azalea S,W
Rhododendron viscosum Swamp Azalea S,W
Rosa palustris Swamp Rose S,W
Salix sericea Silky Willow S,W
S=Stream, W=Wetland
Scientific Name Common Name Habitat
Groundlayer
Carex Sp. Sedges S,W
Chasmantheum latifolium River Oats S,W
Chelone glabra Turtlehead S,W
Cyperus strigosus Umbrella Sedge S,W
Elymus hysax Bottlebrush Grass S,W
Eupatrium fistulosum Joe-Pye Weed S,W
Hibiscus moscheutos Swamp Hibiscus W
Hymenocallis liriosome Spiderlily W
Iris versicolor Blue Flag Iris W
Iris virginiana Virginia Iris W
Juncus effusus Soft Rush S,W
Lobelia cardinalis Cardinal Flower S,W
Lobelia siphilitica Great Blue Lobelia S,W
Monorda dydma Bee Balm S,W
Orontium aquaticum Goldenclub W
Panicum virgatum Switchgrass S,W
Peltandra virginica Arum W
Pontederia cordata Pickerelweed W
Sagittaria latifolia Arrowhead W
Senecio aureus Golden Ragwort S,W
Tradescantia virginiana Spiderwort S
Saururus cernuus Lizard's Tail W
Scirpus sp. Bullrush S,W
Vernonia noveboracensis Ironweed S
F
4
IN 4 0579
GLENN MEADOWS- A TOWNHOME COMMUNITY
PERMIT APPLICATION
Section 404 Permit
401 Water Quality Certification
WETLANDS / 401 GROUP
APR 1 2 `2004
WA': QUALi1Y SECTION

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.army.mil/wetlands/Penn app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htrn or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 40.1 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
htlp://www,saw.usace.anny.mil/wetlands/nwpflnalFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulato field office for specific answers to permit processing periods.
rA:Ut kan
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Fieiu Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee - Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fisl
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
i and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12

Office Use Only: Form Version May 2002
USACE Action Ili No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification 7 q
2. Nationwide, Regional or General Permit Number(s) Requested:) 1
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicaq Information
Name: Vew.d T4rn4rc4,k _--
Telephone Number:,
E-mail Address: 14
Fax Number: I X2_10 LAI -
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached 'f the ent has signatory authority for the owner/applicant.)
Name: V
Company Affiliation: 'n a q- cs k =.
Mailing Address: &J a;1-6oe-<- Adcnu,__
A4.ei: fle., talc.. .2-9861
i eiepnone INumner:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name ofnroiect: 4l-t4. M1_,adou-;C-
2. T.I.P. Project Number or State Project Number (NCDOT Only):
!W5,-<-4 - 3` q-f
3. Property Identification Number (Tax PIN): It - oSZ
4. Location << «
County: Hck D 0 Nearest Toi
Subdivision n me (include phase/lot number):
Directions to site (include road numbers, landmarks, etc
5. Site coordinates, if available (UTM or Lat/Lon 028. 3' , W 2 eS-f3. 971'
(Note - If project is linear, such as a road or utility line, attach a s et that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): IV. 26N acx'cs
7. Nearest body of water (stream/river/sound/ocean/lake):_
8. River Basin: ri-<M ,h e is a I
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: S,„ d
Page 6 of 12
10. Describe the overall project in detair,• n nding the type of equipment to be used:
11. Explain the purpose of the proposed work:
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justificatiol for the exclusion of tiis work from the current application.
VL Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts:
?P t
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
(o s s

-- ..••Y..va wy...uwa? wau 1uc1IL 1Y w"11/ulaly ullt/al,1J. JL-F 1:1J ululuue, out are not tInmtea to: mecnanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIR14 or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at bft://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: a&re,5
Total area of wetland impact proposed: f b ct Grams
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
5-3 8 - -Fram?
I?? kit„
:5-5
s-
d j
V 25
o'
v- clm
2'6
S- 2 d i o' - 2-'-6 "
I C?tiv - 21-6 r?

a 10t Ga%,u ullyacl JeparQlely anu taenury temporary Impacts. Impacts Include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tgmzone.com.
www.mMoest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:_ i ,.... E
47
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: ri/ A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean etc.

t List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.

VIII. Mitigation IV/
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached it order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at hU://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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ?
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 WatershMuffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes El No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If 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.
M. Stormwater (required by DWQ) N!
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.
XH. Sewage Disposal (required by DWQ) A10 A
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.
XIII. Violations (required by DWQ) 1V/A
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
. Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
" Applicant/Agent's Signature D to
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
GLENN MEADOWS- A TOWNHOME COMMUNITY
PERMIT APPLICATION
I. Processing
--See Application Form
II. Applicant Information
--See Application Form
III. Project Information
1-3 -- See Application Form
4. The project is located in Haywood County in the Town of Waynesville.
Directions to the property from Asheville are as follows:
• Take 40 west to Exit Hwy 27
• Drive south until exist 10.
• Take Hwy 276 into downtown Waynesville, turn left onto Main Street
• Continue on Main Street to Hwy 276 again, turn left
• Continue less than 1-mileand turn left onto Hillside Road
• Property is immediately to the right.
5-8. - See Application
9. Describe existing conditions and general land use.
The property overtime has been disturbed and filled over the years. The site is
un-forested and contains a significant number of invasive exotic plants within and
around the wetland and stream found on the property. It is adjacent to a small
section of woodlands to the east, the Thomas Park Subdivision further to the east,
highway 276 to the west and south, and a Town of Waynesville to the north.
10. Describe the overall project in detail.
A total of 75 townhome units are proposed for the site. The neighborhood will
have sidewalks and pedestrian connections including 5.73 acres of open space that
will serve as stream buffer. The wetland area will have a trail around its entirety
and include a pavilion for public gatherings for the residents. Narrow roads are
used to minimize impacts to the site and promote a pedestrian friendly
development. A loop road will be constructed to provide access into the
development and buildings will flank both sides of the townhomes which will not
exceed 35 feet in height. The goal of the project is to provide a high quality
development that integrates the natural resources found on the property,
innovative stormwater techniques (Bio-Retention Ponds, Water Quality Swales,
and Infiltration Trenches), and a pedestrian friendly development while providing
residential housing needs. The developer intends to remove invasive exotic plants
within and around the stream and wetlands and revegetate with native plants
11. Describe the purpose of the proposed work.
The Town of Waynesville like many areas is experiencing sprawl. One way to
combat this issue is to create infill development utilizing exiting areas within
close proximity to downtown and within downtown. This project is a residential
infill development project within the Town limits, which will provide a high
density townhome community to allow residents to walk to downtown and limit
dependency on the automobile and help prevent sprawl in the area.
IV. Prior Project History
--See Application Form
V. Future Project Plans
--See Application Form
VI. Pro sed Impacts to Waters of the US/Waters of the State
1. New culverts will be located where existing culverts exist. These new culverts
will be longer then the existing culverts to accommodate road width as required
by the Town of Waynesville. A road accessing the townhomes from highway 276
passes by the edge of the existing wetland (determined by others). To elevate the
road width, grading (fill) of the side slopes of the road will impact the wetland
area. The only new culvert required will be placed at site S-3 as illustrated on the
Site Plan.
2-5. --See Application Form
VII. Impact Justification
Site constrains which caused impacts include the Town of Waynesville's
ordinance which required; 1.) 50' setbacks and 2.) an entrance road accessing the
site off highway 276 was required by the Town. This road was not wanted by the
owner and if not required would have significantly reduced stream impacts.
The following illustrates how impacts were avoided and minimized;
• The existing wetland area situated in the center of the property has not
been utilized as a development area and primarily remains unfilled and
undisturbed with the exception of the proposed roadway crossing as noted
on the design drawings.
• The existing perennial stream reach on the north end of the property will
not be disturbed by development.
• To the extent possible, the existing culvert infrastructure is utilized in the
design to minimize impacts to existing streams and hydrology. Only one
new culvert pipe is required and the remaining culverts are being extended
to meet road width requirements set forth by the Town of Waynesville.
VIII. Mitigation
Mitigation is not required because all impacts to the wetland and streams are
below the cumulative limits. However, the owner will be making enhancements
such as removing invasive plants and revegetating with native wetland herbaceous
plants, installing a baffle within the culvert to maintain and improve hydric
conditions for the wetland, creating a floodplain terrace along a section of the
perennial stream, and removing a high spot (drier) within the center of the
wetland to increase habitat. Finally, the owner is exploring the potential to
include restrictive covenants to avoid future impacts to the wetland and stream.
IX. Environmental Documentation
--See Application Form
X. Proposed Impacts on Riparian and Watershed Buffers
--See Application Form
XI. Stormwater
--See Application Form
ATTACHMENTS
Agent Authorization Letter
Project Vicinity Map
USGS Map
NRCS Soil Survey Map
Site Plan
NCDWQ Stream Classification Sites
NCDWQ Stream Classification Forms
mar 1U u•t uc: Jbp Jessica MCKenna 828-456-3322 p.2
22nd Century ,Properties LLC
812 NW IS` Street
Fort Lauderdale, Florida 33311
954-525-1032
Fax: [phone]
March 19, 2004
To Whom It May Concern:
This letter is giving David Tuch at Equinox Environmental Consultants of
Asheville, NC, authorization to act as our agent on our Glen Meadows Townhomes
project.
Thank you,
GAW-4AA&
David Damerau
President
PROJECT VICINITY MAP
GLENN MEADOWS -A TOWNHOME COMMUNITY

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NCDWQ Stream Classification Form
C_? t
Project ame: j "eE14u?? River Basin: County: ?7W4rr Evaluator:
DWQ Proj Nearest Named Strewi?Lt??'rt ?? t•?? Latitude: Signature:
Date: 2 i 43l 04 USGS QUAD: f fn 2-t( uv c Longitude: Location/Directions:
*PLEA iv-
If evahtator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Abe, if in the best professiottol /udgement of the evakwor, the feature is a man-made Och and not a modgW na#wW seam-this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
2) Is The USDA Texture In Streambed
9) Is a Continuous Bed & Bank Present? 0 1 2
CNOTE: IfBed & Bank Caused By DftchhwAnd W[THOUT SInucs tv Then Score=00)
10) Is a 2"d Order Or Greater Channel (As Indicated
On Tooo May And/Or In Field) Present? Yes=3 IN
PRIMARY GEOMORPHOLOGYINDICATOR POINTS. 23
II. HvdroloQV Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Disc a Present? 0 1 2 3
PRIMARYHYDROLOGYINDICATOR POINTS:
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
SECONDARYGEOMORPHOLOGYINDICATORPOIN? 2.
J) Is 1Rare tAn HCRve k%Jr menc)
PRIMARY BIOLOGYINDICATOR POINTS:
H. Hydrolowv Absent Weak Moderate Strong
I I Ts This Year's (Or T ast YP-W c'% I Pnn;ttPr
4-k
4) Is Water In Channel And >48 Hrs. Since 0 .5 0 1.5
Last Known Rain (*NOTE- IfDitch Indicated In #9 Above Skin This Step And 45 Below*)
5) Is There Water In Channel During Dry 0 .5 1 1.5
( nnditinnc Or Tn ('wowing Season)?
SECONDARYHYDROLOGYINDICATOR POINTS:
HL Biolo Absent Weak Moderate t n
1) Are Fish Present? 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV '-Most]
Mostly UPL
(* NOTE- If Total Absence OfARPlants In Streambed 2 1
As NotedAbove Skin This Step UNLEYS&4V Present*).
SECONDARYBIOLOGYINDICATOR POINTS,
TOTAL POINTS (Primary + Secondary) =
Stream Is At Least Intermittent)
Notes:
OBL Mostly FACW Mostly FAC Mostly FACU
.75 .5 0 0
2
(If Greater Than Or Equal To 19 Points The
NCDWQ Stream Classification Form
Project Name4leAn Ac s River Basin: County: tI?u?oe Evaluator
DWQ Pr It umber. Nearest Named S o,el f p?, &% Latitude: Signature:
Date: Z `!?j CJ USGS QUAD: ? Zl?t? Longitude: Location/Directions:
*PLEA E OTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Also, if in the best professianaljudgement of the evaluator, the feature is a mm-made ditch and not a modf ed natural s& mn--&iy
rating system should not be awd*
Primary Field Indicators: (Circle One,Number Per Line)
2) Is The IJSDA Texture In Streamhed
9) Is a Continuous Bed & Bank Present?
10) Is a 2" Order Or Greater Channel (As Indicated
PRIMARYGEOMORPHOLOGYINDICAMR POINTS:
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
FloyMischaree Present? 0 2 3
PRIM4RYHYDROLOGYIADICATOR POINTS: I V
PRIMARYBIOLOGYINDICATOR POINTTS: _
Secondary Field Indicators: (Circle One Number Per Line)
J,; 10 1UG1Gl A l1GUVG`V1 l\GUGf _
J) lines i opograpny MICate A
Natural Dram age ML a_)2 0 .5 C -l-) SECONDARY GEOMORPHOLOGYINDICATOR POINTS: Z
H. Hvdrologv Absent Weak Moderate Strong
1) Is This Year's (Or Last Year's) Leaflitter

4) Is Water In Channel And >48 Hrs. Since 0 .5 a 1.5
Last Known Rain? NOTE: I Ditch indicated In 49 Above This M And #S Below'
5) Is There Water In Channel During Dry 0 .5 1 1.5
SECONDARYHYDROLOGYINDICATOR
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU
Mostly UPL
(" NOTE If TotalAluence OfAUPlants In Stremnbed 2 1 .75 .5 0 0
As Noted Above Skin This Step UNLESS &I V Presen1*)_
SECONDARYBIOLOGYINDICATOR POINTS.. L''%
TOTAL POINTS !Primary + Secondary) = 1H (If Greater Than Or Equal To 19 Points The
Stream Is At Least Intermittent)
Notes:
NCDWQ Stream Classification Form
Project Name: River Basin: County: Evaluator:
DWQ Project umber. Nearest Named S uip, A-- Latitude: Signature:
Date: Z (?y USGS QUAD: (-z-?I? JLongitude: Location/Directions:
*PLEASE OTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of thisform is not necessary.
Also, if in the best professiendjudgement of the evaluator, the feature is a man-made dike and not a modified natural stream--this
rating system should not he used*
Primary Field Indicators: (Circle One Number Per Line)
I. Geomorpholou Absent W Moderate Strong
1) Is There A Riffle-Pool Seauence? 0 1 2 3
7l is'M.IMMA T- h- r.. Cf,a9..,?.a.i
9) Is a Continuous Bed & Bank Present? 0 1 V 3
('NOTE NBed & Bank Caused ByDetchfw And WITHOUT Smtasiry Then Score=00)
10) Is a 2"d Order Or Greater Channel (As Indicated
On Tono Map And/Or In Field) Present? Yes=3 X0-=(K
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 71
11. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater ---i.
PRIMARYHYDROLOGYINDICATOR PWINTS:_0
PRIMARY BIOLOGYINDICATOR
Secondary Field Indicators: (Circle One Number Per Line)
5) Is There An Active (Or Relic)
1) LJV 1 vyvgiaYuy MULUUM n
Natural Drainage Way? 0 5 1 1.5
SECONDARYGEOMORPHOLOGYINDICA71ORMAUS: Z
H. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last Year's) Leaflitter

4) Is Water In Channel And >48 Hrs. Since 0 .5 1.5
Last Known Rain (NOM ItDitch Indicated In #9A bove Skip This Step And #5 Below')
5) Is There Water In Channel During Dry 0 .5 1 1.5
S E C OND A R Y H YDR OL O G Y I NDI CA T OR
1) Are Fish Present?
1.5
3) Are AauaticTurfles Present? 0 5 1 1.5
4) Are Crayfish Present? 0 .5 1 1.5
Are Macrobenthos Present? 0 .5 1 1.5
6) Are Iron Oxidizing Bacteria/FF us Present? 0 .5 1 1.5
7) Is Filamentous Algae Present? 0 5 1 _1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU
Mostly UPL ?
(* NOTE- YTotalAbsence OfAll Plants In Streambed 2 l1 .75 .5 0 0
As Noted Above Skip This Step UNLEYS SAV Present').
SECONDARYBIOLOGYINDICATOR POINTS: 2
TOTAL POINTS (primary_± Secondary) = ZD.. J (If Greater Than Or Equal To 19 Points The
Stream Is At Least Intermittent)
Notes:
NCDWQ Stream Classification Form
R•
") 14ne:l)?n AeeJk'0Z1c- River Basin: County: Evaluator:
DWQ Pxoj tNumber. Nearest Named Stream:-}i'4 A'= Latitude: Signature:
Date: C USGS QUAD:, Longitude: Location/Directions:
*PLEAS NOTE: If evaluator and landowner Wee that thefeature ' ditch th isform is not necenvy.
Also, if in the best professional jadgement of the evaluator, the feature is man-made ch and a modifred sttemn-this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
2) Is The USDA Texture In Stmamheti
9) Is a Continuous Bed & Bank Present?
10) Is a 2' Order Or Greater Cbannel (As Indicated
PRIMARY GEOMORPHOL OG Y INDICA TOR POINTS:
H. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Secondary Field Indicators: (Circle One Number Per Line)

PRIMARYHYDROLOGYINDICATOR PRINTS: 6) co-a- ?, k A,
a) goes 1 opograpny tnaicate A
Natural Drains a Way? 0 .5 1 1.5
SECONDARY GEOMORPHOLOGYIND CATOR POINTS:
H. Hydrolory Absent Weak Moderate Weak Moderate Strong
1) Is This Years (Or Last Year's) Leaflitter

4) Is Water In Channel Atari >48 Hrs. Since 0 .5 1 13
Last g»awa Rain? NOTE: I Ditch Indicated In #9 Abo Skip This Ste And #5 Belau'
5) Is There Water In Channel During Dry 0 .5 1 1.5
P-Aitinnc 1)m- Tn rknwino CeacnnV
SECONDARYHYDROLOGYIIVDICATOR POINTS:
1) Are Fish Present? CJ 5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL 'Mostly FACW Mostly FAC Mostly FACU
Mostly UPL
(* NOTE: If Tota/Absence 0fA11 Plants In Streambed 2 1 . 55 .5 0 0
As Noted Above ' This N UNLESS SAV Present* .
SECONDARYBIOLOGYINDICATOR POINTS: 2,M
TOTAL POINTS (Primary + Secondary) = 13 j 5r (If Greater Than Or Equal To 19 Points The
Stream Is At Least Intermittent)
Notes:
I t1 ?S uti ? -?c.? ? .
Of
`KS ffi?K
II 0,/1_c- ?_w_
l?
2

GLENN MEADOWS- A TOWNHOME COMMUNITY
PERMIT APPLICATION
Section 404 Permit
401 Water Quality Certification WETLANDS/ 401 GROUP
APR 12 '2004
WATER QUALITY SECTION
r.
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.army.mil/wetlands/Perm apn 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 on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page i of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulato field office for specific answers to permit processing periods.
r1,U Nan„
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.httnl. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field: Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee - Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fisl
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
t and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck . New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kemersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] . Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
Oftice Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 1,31
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/AvOicantt Information
Telephone Number: (1325) 'IS'6-- 1132Z Fax Number: l!
E-mail Address: a o I , tro ,,.,
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Company Affiliation: Inqu&^" k:-jv imi?Mr., I Co,syF it -- 4- csi
Mailing Address: 6V 'W 6 ort,- A 6e i w -c-
A??.r; Imo. nlc_ ???h?
Telephone Number: Z53 6 l f5-6 _ Fax Number: Z5 3 -
E-mail Address: n a? ; o,c e? ?n?? ??,t? . c ?:?,
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather°than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of nroiect: 4lcnh M1_adv?ac -
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location 1
County: v v d Nearest Town: _
Subdivision n me (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
5. Site coordinates, if available (UTM or Lat/L"n:_9 c 28. 3R205-9.971
(Note - If project is linear, such as a road or utility line, attach a s et that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): IV. 26y gc res
7. Nearest body of water (stream/river/sound/ocean/lake): 5he-14o;,,, f?m,?
8. River Basin: rr<14 e? ?? A
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this annlication: S fL,,J
Page 6 of 12
10. Describe the overall project in detai ,• nt;itiding the type of equipment to be used:
11. Explain the purpose of the proposed work:
A:i? cW
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification} for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts:
hAnij6ej
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
ac
res Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
r
b ,1 wai A OS
t

u. F"- xFMaLVIy auu tucnury temporary Impacts. mlpacrs mctnae, but are not timited to: mechanized clearing, grading, fill,
** excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at bft://www.fema.g:ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:.
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact leasespec i
fy)
5
-3 aLA 8 U - & f Zt411
25 ' - 3 t-011

s
d v
0'
-

N
G
Rf a-

It
- Q.r to h;a

.
5- 2
A
01 -
-
aLA"

-d `
o

* Li
t h s
eac tmpact separately and rdenufy 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.usp.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topgzone.com,
www.m%Mest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: F3 L T.
47
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: pi/ Q
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name
(if applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean etc.

« List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation IV/1t
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
S
VIII. Mitigation 141// At
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000,-mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
hft://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
/a-
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information. regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc us/carp/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):
Page 10 of 12
1V/?
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federaUstate) 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 WatershefV?d Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If 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.
M. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (required by DWQ) PIA
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.
XEIL Violations (required by DWQ) N/A
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
f
GLENN MEADOWS- A TOWNHOME COMMUNITY
PERMIT APPLICATION
I. Processing
--See Application Form
II. Applicant Information
--See Application Form
III. Project Information
1-3 -- See Application Form
4. The project is located in Haywood County in the Town of Waynesville.
Directions to the property from Asheville are as follows:
• Take 40 west to Exit Hwy 27
• Drive south until exist 10.
• Take Hwy 276 into downtown Waynesville, turn left onto Main Street
• Continue on Main Street to Hwy 276 again, turn left
• Continue less than 1-mileand turn left onto Hillside Road
• Property is immediately to the right.
5-8. - See Application
9. Describe existing conditions and general land use.
The property overtime has been disturbed and filled over the years. The site is
un-forested and contains a significant number of invasive exotic plants within and
around the wetland and stream found on the property. It is adjacent to a small
section of woodlands to the east, the Thomas Park Subdivision further to the east,
highway 276 to the west and south, and a Town of Waynesville to the north.
10. Describe the overall project in detail.
A total of 75 townhome units are proposed for the site. The neighborhood will
have sidewalks and pedestrian connections including 5.73 acres of open space that
will serve as stream buffer. The wetland area will have a trail around its entirety
and include a pavilion for public gatherings for the residents. Narrow roads are
used to minimize impacts to the site and promote a pedestrian friendly
development. A loop road will be constructed to provide access into the
development and buildings will flank both sides of the townhomes which will not
exceed 35 feet in height. The goal of the project is to provide a high quality
development that integrates the natural resources found on the property,
innovative stormwater techniques (Bio-Retention Ponds, Water Quality Swales,
and Infiltration Trenches), and a pedestrian friendly development while providing
residential housing needs. The developer intends to remove invasive exotic plants
within and around the stream and wetlands and revegetate with native plants
11. Describe the purpose of the proposed work.
The Town of Waynesville like many areas is experiencing sprawl. One way to
combat this issue is to create infill development utilizing exiting areas within
close proximity to downtown and within downtown. This project is a residential
infill development project within the Town limits, which will provide a high
density townhome community to allow residents to walk to downtown and limit
dependency on the automobile and help prevent sprawl in the area.
IV. Prior Project History
--See Application Form
V. Future Project Plans
--See Application Form
VI. Proposed Impacts to Waters of the US/Waters of the State
1. New culverts will be located where existing culverts exist. These new culverts
will be longer then the existing culverts to accommodate road width as required
by the Town of Waynesville. A road accessing the townhomes from highway 276
passes by the edge of the existing wetland (determined by others). To elevate the
road width, grading (fill) of the side slopes of the road will impact the wetland
area. The only new culvert required will be placed at site S-3 as illustrated on the
Site Plan.
2-5. --See Application Form
VII. Impact Justification
Site constrains which caused impacts include the Town of Waynesville's
ordinance which required; 1.) 50' setbacks and 2.) an entrance road accessing the
site off highway 276 was required by the Town. This road was not wanted by the
owner and if not required would have significantly reduced stream impacts.
The following illustrates how impacts were avoided and minimized;
• The existing wetland area situated in the center of the property has not
been utilized as a development area and primarily remains unfilled and
undisturbed with the exception of the proposed roadway crossing as noted
on the design drawings.
• The existing perennial stream reach on the north end of the property will
not be disturbed by development.
• To the extent possible, the existing culvert infrastructure is utilized in the
design to minimize impacts to existing streams and hydrology. Only one
new culvert pipe is required and the remaining culverts are being extended
to meet road width requirements set forth by the Town of Waynesville.
VIII. Mitigation
Mitigation is not required because all impacts to the wetland and streams are
below the cumulative limits. However, the owner will be making enhancements
such as removing invasive plants and revegetating with native wetland herbaceous
plants, installing a baffle within the culvert to maintain and improve hydric
conditions for the wetland, creating a floodplain terrace along a section of the
perennial stream, and removing a high spot (drier) within the center of the
wetland to increase habitat. Finally, the owner is exploring the potential to
include restrictive covenants to avoid future impacts to the wetland and stream.
IX. Environmental Documentation
--See Application Form
X. Proposed Impacts on Riparian and Watershed Buffers
--See Application Form
XI. Stormwater
--See Application Form
ATTACHMENTS
Agent Authorization Letter
Project Vicinity Map
USGS Map
NRCS Soil Survey Map
Site Plan
NCDWQ Stream Classification Sites
NCDWQ Stream Classification Forms
r10r 10 u-t uc:.30p Jessica ncKenna a2a-456-9322 p.2
22nd Century Properties LLC
812 NW P Street
Fort Lauderdale, Florida 33311
954-525-1032
Fax: [phone]
March 19, 2004
To Whom It May Concern:
This letter is giving David Tuch at Equinox Environmental Consultants of
Asheville, NC, authorization to act as our agent on our Glen Meadows Townhomes
proj ect.
Thank you,
Gy?A 44V
David Damerau
President
PROJECT VICINITY MAP
GLENN MEADOWS-A TOWNHOME COMMUNITY

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NCDWQ Stream Classification Form
Project ame: crw+I?C?t?u?s River Basin: County:?Yw4?? Evaluator:
DWQ Proj Nearest Named S":'q & P a?A Latitude: Signature:
Date: 2 j -01 USGS QUAD: f fJ ZA%.. v c,Longitude: Location/Directions:
*PLEA O : If evaluator and landowner agree that the feature is a roan-made ditch, then use of this form is not necessary.
Also, if in the best professional judgement of the evaluator, the feature is a man-Horde ddch and not a modfied natural stream--this
rating system should not be used *
Primary Field Indicators: (Circle One Number Per Line)
2) is The I1SDA Texture In Streamhedi
9) Is a Continuous Bed & Bank Present? 0 1 2
CNOTE. IfBed & Bank Caused By DitchmpAnd WITHOUT Sinuosity Then Score=O*1
10) Is a 2"d Order Or Greater Channel (As Indicated
PRIMARYGEOMORPHOLOGYINDICATOR POINTS:
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
PRIMARY HYDROLOGY INDICATOR POINTS:
PRIMARY BIOLOGY INDICATOR
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
SECONDARY GEOMORPHOLOGY INDICATOR POINT 2-
3) is i nere An Acuve (vr Kene)
II. Hydrolowv Absent Weak Moderate Strong
I I Is Thtc Year's (ter I act Year'c) I .Paflittvr
4-\
4) Is Water In Channel And >48 Hrs. Since 0 .5 0 1.5
Last Known Rain? ('NOTE- IfDttch Indicated In #9 Above Skip This StevAnd #S Below 5) Is There Water In Channel During Dry 0 .5 1 1.5
(`nnditinnc Or in ('mowing Season)?
SECOIYDARYHYDROLOGYINDICATOR POINTS:
III. Biolop-v Absent Weak Moderate Strong
1) Are Fish Present? 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV '--Most]
Mostly UPL
(' NOTE- IfTotalAbsence OJAl Plants In Strewnbed 2 1
As Noted Above Skip This Step UNLESS SAVPresent" ).
SECONDARYBIOLOGYIArDICATOR MATS,
TOTAL POINTS (Primary + Secondary) = 3
Stream Is At Least Intermittent)
Notes:
OBL Mostly FACW Mostly FAC Mostly FACU
.75 .5 0 0
2
(If Greater Than Or Equal To 19 Points The
NCDWQ Stream Classification Form
Proje ct Namc4j&,n At,4,,;5 River Basin: County: 1t1 W00.1 Evaluator.
DWQ Pr 'ect umber Nearest Named j S Latitude: Signature:
Date: Z1 ` j o e1 USGS QUAD: Hz{ Zu= Longitude: Location/Directions:
*PLEA E OTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary:
Also, if in the best profesmiaotd judgement of the evaluator, the feature it a gran-made Atch and not a modfred natural s&ean--this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
2) Is The T TSDA Texture Tn Streamhed
9) Is a Continuous Bed & Bank Present?
10) Is a 2'" Order Or Greater Channel (As Indicated
PRIMARY GEOMORPHOLOGYINDICATOR POINTS.
H. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/DischaMe Present? 0 (1 1 2 3
PRIMARYHYDROLOGYINDICATOR POINTS:
PRIMARY BIOLOGY INDICATOR
Secondary Field Indicators: (Circle One Number Per Line)
3) is i acre r%u tscuve kvr iceuc)
a/ voes Iopograpny tWrcate A
Natural Drainage Way? 0 .5 C1.5
SECONDARY GEOMORPHOLOGYINDICATOR POINTS: ?Z
H. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last Year's) Leaflitter
z??, 2,-
4) Is Water In Channel And >48 Hrs. Since 0 .5 Ol 1.5
Last Known Rain? NOTE I Ditch Indicated In it9Abo This Ste And 95 Belo wf
5) Is There Water In Channel During Dry 0 .5 1 1.5
SECONDARYHYDROLOGYINDICATOR POINTS:
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU
Mostly UPI,
(" NOTE If Total Absence OfAll Plants In Stremnbed 2 1 .75 .5 0 0
As Noted Above Skin This Step UNLFSS SAV Present')-
SECONDARYBIOLOGYINDICATOR POINTS:-?L)-
TOTAL POINTS (Prima__m+ Secondary) = 18 . (If Greater Than Or Equal To 19 Points The
Stream Is At Least Intermittent)
Notes:
NCDWQ Stream Classification Form
Project Name: River Basin: County: Evaluator:
DWQ Project Number: Nearest Named S Latitude: Signature:
Date: 2- USGS QUAD: J-Jq o itude: Location/Directions:
*PLEA Z?lO-e
EO: I evaluator and tan
J downer agree that the feature is a man-made ditch, then use of this form is not necessary.
Attu, if in the best prafe?sianaljadgement of the evaluator, the feature is a reran-wade ditch and not a
mot&fred natural stream--this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Stroh
1) Is There A Riffle-Pool Seauence? 0 1 2 3
2) Ts The. T TSTIA Texfiire Tn Ctreamhwi
9) Is a Continuous Bed & Bank Present? 0 1 2 3
("NOTE: IfBed & Bank Caused By DrtchyZAnd WITHOUT Sinuosity Then Score-0')
10) Is a 2"d Order Or Greater Channel (As Indicated
On Toro May And/Or In Field) Present? Yes=3
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 1
H._Hydrobey Absent Weak Moderate Strong
1) Is There A Groundwater
PRIMARYHYDROLOGYINDICATOR P LINTS: 0
PRIMARY BIOLOGYIND"TOR
Secondary Field Indicators: (Circle One Number Per Line)
,) is 1 here An Active (Or Relic)
..?........, i..y..t-,.ayuy aaa+a..aac to
Natural Drainage W.
0 5 1 1.5
SECONDARY GEOMORPHOLOGY INDICATORPOINTS:
H. Hydrology Absent Weak Moderate StrongAbsent Weak Moderate Strong
1) Is This Years (Or Last Year's) Leaflitter

4) Is Water In Channel And >48 Hrs. Since 0 .5 ( 1.5
Last Known Rain? PNOTE• IfDach Indicated In 49Above Skip This Step And #5 Below')
5) Is There Water In Channel Daring Dry 0 .5 1 1.5
SECONDARYHYDROLOGYINDICATOR POINTS.-
I) Are Fish Present?
1.5
3) Are AwaticTurtles Present? 0 5 1 1.5
4) Are Present? 0 .5 I 1.5
5 Are Macrobenthos Present? 0 .5 1 1.5
6) Are Iron Oxidizing Bacteria/Fun" Present? 0 .5 1 1.5
7) Is Filamentous Algae Present? 0 5 1 1_.5 _
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU
Mostly UPL ?
(* NOTE- If Total Absence OfAR Plants In S&emnbed 2 l i l .75 .5 0 0
As Noted Above Skip This Step UNLESS SAV Present').
SECONDARY BIOLOGYINDICATOR POINTS:_ 7
TOTAL POINTS (Primary + Secondarv) = ZDd. -57 (If Greater Than Or Equal To 19 Points The
Stream Is At Least Intermittent)
Notes:
NCDWQ Stream Classification Form
f-rojectITame:l i el,i River Basin: County: Evaluator.
DWQ Pi;ojeqt Number. Nearest Named Stream: W 1610', Latitude: Signature:
Date: `? (d USGS QUAD: H Longitude: Location/Directions:
*PLEASE 4bTE: If evaluator and landowner agree that the feature ' ditch, th is form is not necessary.
Also, y, in the best prOfmsi mal judgement of the evahuator, the feature is rnan-made ch and n a nwd?fied stream--this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
2) Is The USDA Texture In Streambed
Is There An Active (Or Relic)
9) Is a Continuous Bed & Bank Present?
10) Is a 2' Order Or Greater Channel (As Indicated
PRIMARYGEOMORPHOLOGYINDICATOR POINTS.
H. Hydrology Absent Weals Moderate Strong
1) Is There A Groundwater r
PRIMARYHYDROLOGYINDICATOR P(SIN7S: 6) co-a
PRIMARY BIOLOGY INDICATOR
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drains a Way? 0 .5 1 1.5
SECONDARY GEOMORPHOLOGYIAD ATOR POINTS:
H. Hydroloty Absent Wear Moderate Strong
11 Tc This YASr'c Mr Tamt YPar'e) T nsaflitt,-r

4) Is Water In Channel And >48 Hrs. Since 0 .5 1 13
T air Jr- V ain9 I;NnTF• Irn:frb r., iratpd In #9 Alwve Aiv This MeD And #5 Below*)
5) Is There Water In Channel Daring Dry v .5 1 1.5
SECONDARYHYDROLOGYINDICATOR POINTS:
1) Are Fish Present?
.5 1
1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL 'Mostly FACW Mostly FAC Mostly FACU
Mostly UPL
(vNOTE. •IfTotalAbseweO)FAUPlantsInStreambed 2 1 . 55 .5 0 0
As Noted Above " This St UNLFSS SAV PresenP
SECONDARYBIOLOGYINDICATOR POINTS: :2,Z-3
TOTAL POINTS tPrimary_+ Secondary) = 13,7 5' (If Greater Than Or Equal To 19 Points The
Stream Is At Least Intermittent)
Notes:
1116 1- 5
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DWQ# Ug - C57'1 Date y- f 6L( '0 f , Who Reviewed: ? "a" A } S" ? -
Plan Detail Incomplete
? Please provide a location map for the project. e
S
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan,
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other- waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage. ?pi- ?- ,?J-? ^ ''Q ?°s5 ?')
max. Sl
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
Please provide detail for the stormwater management practices as required by GC ?y N_
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? 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
? The labeled as on the plans does not appear to be necessary: Please eliminate the or provide additional
information as to why it is necessary for this project.
S can be moved or reconfigured to avoid the impacts to the
? s Office believes that the i `M\ labeled on the plans as
a revise the plans to avoid the impacts.
? This Office believes that the` labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimise the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
rn?
Please provide _copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
,C-' j cam-' 1 i
lt?/1.2. f'10.1• C. \ Qo.v ? ? c\ e ? ? dr e ca ot/, r
""`'P``"l•3-
7
100", i
? ?\UWe vc? f" ?3 ?das w?'?
aCwr ?p 1oe cpr'rec-A k.,):
Complete items 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.
i Attach this card to the back of the mailpiece,
or on the front if space permits.
11a
? Agent
? Addressee
B. Received by (Printed Name) Data of Deli n
i!/iCUO.s ?, -Q -
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
Article Addressed to:
EDC
144 Thomas Park Drive
Waynesville, NC 28786
DWQ# 04-0579 - Haywood
3. Service Type
)] Certified Mail ? Express Mail
? Registered Return Receipt for Merchandise
? Insured Mail C.O.D.
!. Article Number
(Transfer from service labeo
4. Restricted Delivery? (Extra Fee) ? Yes
7001 2510 0009 0250 7052
)S Form 3811 - Fehruarv 2004 Domestic Return Receipt 102s,
UNITED STATES POSTAL $ERVI
E IV First-Class M
-Usps
P Permit N6'0
06 AUG
• Sender: Please
e
? C
nt your. na e, address,a??IP+4-if?-4#als?bt,?X •"`° ?-
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
0 I 1111311111ldI1141I11.111fitIIAIII1.1111I1111111 11111101111
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CONDUCTION UENCE G~NF~BAL NOTES rr a ~
4~,° ~ { [ 1 l
1. ALL StTEVYORK SHALL BE IN ACCORDANCE WETN ALL LOCAL, STATE AND THIS IS A 10.73 ACRE PROJECT WI? ` ' :~PPROXlMATELY 9.00 ACRES OR LESS BEWG ;r UIREMF.NTS IN THE PROJECT DISTURBED. CONSTRUCTION SHGi: ~'.D BEGIN JUNE 2004 Ate BE REGULATORY STANDARDS AND ALL REQ ~ r ~
NATIONAL' COMPLETED BY OCTOBER 2004. T HE CONSTRUCTION SEQUENCE SHALL BE HNICAL SPECIFlCATIONS DATED MAY 2004. i, TC~ A8 FOLLOWS: wr ~
~ ~ r ~ a ~ , r ~ i 1 COVER SHEET, GENERAL NOTES
2. THE CONTRACTOR SHALL PROVIDE DURING CONSTRUCTION, AND ANY ~ ~ -r ~ ; .,.~rw.::,, • ~
SUBSEQUENT MAWTENANCE, PROPER SIGNS, SIGNAL LIGHTS, FLAGMEN 1.OWNERS TO OBTAIN Atl NECESsI4RY i'ERMITS. ii , ~ . f a 2 SITE LAYOUT PLAN • + r
AND OTHER WARNING DEVICES FOR THE PROTECTION OF TRAFFIC IN FORMANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC 2. INSTALL ALL SILT FENCE AND CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS, CON
CLEARING ONLY AS NECESSARY FOR INSTALLATION. CONTROL DEVICES FOR STREETS AND HIGHWAYS INCLUDWG ANY -,2 _ ~r ~ 3 GRADING AND DRAINAGE PLAN
SUBSEQUENT AMENDMENTS OR SUPPIBuIENTS. THE CONTRACTOR - 4 DRAINAGE LAYOUT PLAN
SHALL GNE N01'ICE TO THE NCDOT ENGINEER PRIOR TO STARTING 3• ~ CONTROL MEASURES INCLUDING TEMPORARY CONSTRUCTION ~ , ENTRANCE, SEDIMENT BASINS, SILT FENCE AND TEMPORARY DRCH CHECKS i ANY CONSTRUCTION ACTIVITY WRHIN N000T RIGHT-0F WAY. S~ BE CONSTRUCTED W ACCORDANCE Wf l•li THE NORTH CAROLINA w
f1tOSI0N AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL +ww r 5 EROSION CONTROL PLAN ,
3. CONTRACTOR IS RESPONSBLE FOR COORDINATWG ALL SITEVYORK r w j{ A ~ y is _ .
CONSTRUCTION AND SCHEDULING AS REQUIRED TO PERMLT THE l INSTALLED THE R TRADES IN A LOGICAL 4, gNMEDIATELY AFTER THE PROPOSED STORM DRAINAGES , ~ ~ ~ 6 UTILITY PLAN n #
INSTALLATION OR CONSTRUCTION OF OTHE BLOCKAND GRAVEL INLET PR07'cCTION DEVICES SHOULD BE INSTALLED SEQUENCE, (IE: BUILDING CONTRACTORS, ELECTRICAL CONTRACTOR, ETC.). AROUND THE RELEVANT STRUCT'.!RES. ~ ; , :t
~ . T SANITARY SEWER PROFILES t ~ , rs' ~
D W ANY WAY FOR THE HALL CONTINUOUSLY MAINTAIN EROSION CONTROL DEVICES AS 4. THESE PLANS SHOULD NOT BE USE 5. CONTRACTOR S s ~
SALE ORCONVEYANCE OFLAND ANDIOR RIGH7.OF-WAYS. NEEDED OR AS REQUIRED BY THE ENGINEER THROUGHOUT THE COURSE OF PR CT AT NO ADDLTIONP.L COST TO THE OWNER. ~ ; . THE OJE » - 8 SITE AND EROSION CONTROL DETAILS • .ti F ,
5. R IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAWTAW i ~ . _ _ - S UTILITY DETAILS F'+
S ILT FENC SEDIMENT TRAPS AND 8• S~ ~ ARE BROUGHT TO FWISHED GRADES IN ACCORDANCE ~ ADEQUATE EROSION CONTROL DEVICE (S E, WITH SEEDING AND PLANTING SPECIFICATIONS FOR THE PROJECT. ~ d i .
BASINS, DITCH CHECKS, INLET PROTECTION, CONSTRUCTION ENTRANCES ETC.) a. .
AS REQUIRED TO PREVENT ANY OFFSITE SEDIMENTATION, STATION OF CREEKS 7 THE NTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL PUBLIC ROADS. ALL EROSION CONTROL CO R TRACKING OF MUD OR DEBRIS ONTO .fig ~ h ~ ` ~
0 EROSION CONTROL DEV~ES AN : STRUCTURES TO MINBlIIZE EROSION. ~ ~ ~ } MEASURES SHALL BE IN ACCORDANCE WITH THE NC SEDIMENTATION CONTROL ss r ~ " ~ .r ~ p~~•. a,.. ~
COMMISSION, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, g, ADDEtIONAL EROSION CONTROL, ~~IEASURES MAY BE NEEDED AS SITE CONDEIIONS
AND THE APPROVED DESIGN PLANS AND SPECIFICATIONS. WARRANT OR AS PER THE EROS,: CONTROL INSPECTOR. -3 - , " " ; r~- Y
' TO L TE ALL UTILITIES 9. TEMPORARILY SEED, MULCH A S'; ABfIIZE BY DAY 15 ANY DENUDED AREAS THAT WILL ~ r . •
6. R !5 THE CONTRACTOR'S RESPONSI$ILCLY OCA NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 CALENDAR DAYS. ~ ~ ' PR10R TO CONSTRUCTION AND TO NOTE ANY CONFLICTS. THE LOCATION ' t- ~ ~ .r f• i' ~ KT;~ri.'
OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. 10.ONCE THE SITE HAS BEEN STPE~' IZED THE TEMPORARY EROSION CONTROL t 5 ` a'` ` r' .~ga 3`
r ± r ~b7y,~: .:A ALL BURIED UT~.lTIES HAVE NOT BEEN SHOWN ON THE PLANS AND IT MEASURES MAY BE REMOVED. ~ " ~M1. t ~
I THE CONTRACTOR'S RF.SPONSIBILLTY TO DETERMINE THEIR LOCATION t • - " ~ S N . ANY DAMAGE TO UTNITIES WCURRED DURING THAT HAVE PROBLEMS ESTABLISHWG A VEGETATIVE COVER WILL - PRIOR TO CO STRUCTION 11. SLOPES
ISTHERESPONSIBILITY " "RAN TM~ • OR RESULTING FROM CONSTRUCTION ACTIVELY REQUIRE JUTE MATTING 0 0 ..R EQUNALENT MATERIAL TO AID IN N :r . t'
OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE CONTRACTOR'S THE ESTABLISHMENT OF A FULL OVER ON ALL SLOPES. ' r ~ Np ~
' SE. THE CONTRACTOR IS TO NOTIFY ALL UT~IIY COMPANIES AT ~ EXPEN TO BE IN. ~ ~Y' LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS G gin, x r p ~~Y, `4n' b x. .r.'1.. i ~ ~ Z,
r ADDElTONALLY THE CONTRACTOR SHALL NOTIFY NC ONE CALL AT ' , . * s s f~ ~ ~ •
~ ,t,, h'.,~,, . j r 1-8006321949, 48 HOURS BEFORE CONSTRUCTION BEGINS. ' r wldln Com Au A B k r~. . ~ g P .Y
4.r~~ k "r'."',d',~'~,;, f ~ • r. . V .a k tiF~ ~a.
7. LT {S THE CONTRACTOR'S SOLE RESPONSIBILLTY TO MAWT ADEQUATE JOB SAFETY AND SECURITY THROUGHOUT THE DURATION ~i ~ c. 't ~ r - v. :A tai ~ giz rr.w. 1st. AvENUE xy yE
OF PROJECT CONSTRUCTION. • ~ ~ ~ t. a ~ it . J . FORT LAUDERDALE FL 333
t w SIGNING AND M[ABgING NOTES s
8. ALL PROPOSED FINISH ELEVATIONS ARE THE FINAL ELEVATIONS ~ 0 OR GROUND. SEE APPROPRWTf t ' ~ INDICATED FOR ASPHALT, C NCRETE ~ u ~ ~ OFFICE. 954-525-1032 r ( r~
N ~ + 3 DETAILS TO DETERMINE SUBGRADE ELEVATlO S. 1. SIGNING AND PAVEMENT MARKINGS SHALL BE PLACED W ACCORDANCE WITH THE"MANUAL ~ + w ; ~ ~ . 4: ~ ,r ~r ~ w • f „ FA& 954-525-7684
~ ..rr ON UNIFORM TRAFFIC OONTROL DEVICES' AND THE LATEST REVISION OF NORTH CAROLWA v r r~.--~,'r 11 f ti~ ' ~ r...
9. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, TMENT OF TRANSPORATIONS'ROADWAY STANDARD DRAWINGS". ~ . r DEPAR r r ~ ~ i
NLESS OTHERWISE NOTED. ALL NES U • TY LIDS AND BUDDING LI t , . PROPER NOTED. MAY A PAINT TAPPLICATION W LIEU ? ~ ' a,..} , , DAuIENSIONS ARE HORIZONTAL UNLESS O1TERWISE 2 THE OONTRACTOR USE SULTABLE FOR A19PFIAL . ~ ~,i ~ _ a Y k J1 ` w
OF TIHF.RMOPL,A8TIC. • ~ ~ , , • i
IMENSKN4S IN THE FIELD BEFORE ~ . 10. THE CONTRACTOR SHALL VERIFY ALL D g w ~ <
IBLE FOR ALL . • CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONS 3. FOR 31(~I DETAN.S, USE THE MANUAL ON STANDARD HIOFIWAY SK~VS" PUBLISHED BY THE _ ~ . ~ , a -
FlELI) DIMENSIONS. IF THE PLANS DIFFER FROM ACTUAL FIELD U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL. HIGHWAY ADMINISTRATION, LATEST ` ~ i~ : a~. , y tr:~w ` CONDLTIONS, R IS THE CONTRACTOR'S RESPONSIBILITY TO NOT~Y'EHE ~yISIpN, .t ~ S- a 4 . ti
OWNER AND ENGINEER IMMEDIATELY PRIOR TO PROCEEDING WITH ; ' • M 4 -~~r ~ ~ x x
. y CONSTRUCTION. • • + ~ , . ~ , . f a ,W~i i •p
• SIBILITY TO PROTECT PUBLIC AND . ~ ~ . '•A ~ • 11. IT IS THE CONTRACTOR'S RESPON
PRVATE PROPERTIES THROUGHOUT CONSTRUCTION. ANY DAMAGE TO • ~ ~ ~ 't:. ~ ~ Sri * M t .f.
ARE LTOF ~ ~ PUBLIC OR PRIVATE PROPERTIES THAT IS SU - • « n
HA BE PROPERLY REPAIRED BY THE CONTRACTOR ~ ~ ~ CONSTRUCTION, S LL a r ~ ~hLw" . . ATTHE CONTRACTORS EXPENSE.
12. THE CONTRACTOR tS TO COORDINATE ALL TIE-IN WORK WITH TIC
UTILITY OWNER AND THE ENGINEER. ANY DISRUPTION !N THE
SERVICE OF EXISTING UTILITIES WILL REQUIRE THE PERMISSION OF
THE UTILITY OWNER. LOCAnOT
knON MAP PIGEON Sa'BEET NEIGHBORHOOD DISTRICT
13. ALL CUT AND FELL SLOPES SHALL BE 2 (HORIZONTAL) TO I (VERTICAL) E NOTED OR RECOMMENDED IN THE NOT 10 SCAI OR FLATTER UNLESS OTHERrMS E MT TO SCAI
GEOTECHNICAL REPORT TO BE OBTAINED BY THE OWNER frown or wsnNZsvnr.R LAND navsLOrNMqr srexnARM)
14. ANY RIGHT-0F-WAYS, EASEMENTS AND PROPERTY DESCRIPTIONS OR ACQUISITIONS WHICH MAY BE REQUIRED FOR THIS PROJECT ARE TO
BE PROVIDED BY OTHERS.
15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE AND REFElMtM
COORDINATE ALL SITE VISITS BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST THREE DAYS IN ADVANCE OF
UTILITY INSTALLATION. R IS THE CONTRACTOR'S RESPONSIBILITY TO DEED BOOK 4789 PAGE 723 AND DEED BOOK 443, PAGE Oft
KEEP OPEN UTILITY TRENCHES SAFE AND SECURE. NO TRENCHES
SHALL BE LEFT OPEN WHEN WORK CREWS ARE NOT ON SITE. ONCE THE ENGINEER'S SITE VISIT HAS BEEN CONDUCTED, IT IS THE PJR
CONTRACTOR'S RESPONSIBILITY TO PROPERLY BACKFILL THE OPEN i ?EPARED BY PER PiUI~ ~flSi~-34l79 86ls-5I?528, 8615-54-3663
TRENCHES ON THE SAME WORKING DAY. j
16. THE EXISTING PROPERTY LIMES, LOCATION AND TOPOGRAPHIC INFORMATION WERE PREPARED BY J. RANDY HERRON, PLS OL-202, WAYNESVILLE, NORTH CAROLINA,
Br AND DOES NOT REPRESENT THE WORK OF BRADSHAW ENGINEERING, INC. ~ Bradshaw 86'2
17. All DEBRIS, STRUCTURES AND UTILMES TO BE DEMOLISHED AND REMOVED FROM THE PROJECT SITE ARE NOT SHOWN ON THIS PLAN.
ANY ADDITIONAL DEBRIS, STRUCTURES AND UTILITIES ENCOUNTERED El En( ~ Engineering
TI0N, WHICH IN THE OPINION OF THE ENGINEER WRING CONSTRUCTION,
SHOULD BE DEMOLISHED AND REMOVED, SHALL BE DISPOSED OF CIVIL ENGIN~RING IN~iING • LAND PLANNING s
OFF-SITE AT THE OWNERS EXPENSE. IN ACCORDANCE WITH APPLICABLE LOCAL, STATE & FEDERAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ANY REQUIRED PERMITS.
P.O. OX 1011, WayrLesv 111, W8y1183VIllB. North C.3f'Ol1IYd 28786
18. IT IS RECOMMENDED THAT THE OWNER OBTAIN A GEOTECHNICAL REPORT FOR . BOX 45244' THIS PROJECT PRIOR TO BEGINNING CONSTRUCTION. Telephone: (828) [phone], FAX: [phone]
www.bradshawe wMadshewengineering.com „"'N•'/,-
MAY MAY 20M FINAL DESIGN FOR APPROVAL ONLY

NORTH ; ' / ~ 1 b II
REFERENCE STRUCTURE GRATE REFERENCE STRUCTURE GRATE RI ! I , REFERENCE STRUCTURE GRATE ~ ` / 1 I !
STRUCTURE# TYPE INVERT STRUCTURE# TYPE INVERT STRUCTURE# TYPE ELEVATION NCDOT STD. NCDOT STD. ELEVATION NCDOT STD. NCDOT STD. E YPE INVERT . ~ ~ r , ' ~ / ! ~ I C' ELEVATION NCDOT STD. NCDOT STD. z
\ / _ ~ t 1 I ao ~ IPINLET GRATE-978.50 975.00 840.14 840.16 / ~ / / 9 ~ I Z ~ U7
S-1 FLARED END SEC. WA 964.00 NIA NIA 5-29 FLARED END SEC. ~ NIA 983.00 WA NIA 3x43 DROP INLET G SCALE IN FEET 60 ? ~ ; ao ~
3.2 CATCH BASIN HOOD = 971.80 964.44 840.02 840.03 3.30 FLARED END SEC. NIA 978.50 NIA WA 3-04 DROP INLET C )P INLET GRATE = 977.00 973.50 840.14 840.16 r,, ~ ~ i ^ ~ r • ~ Z N to o ~ / ~ r
33 CATCH BASIN HOOD = 971.80 964.76 840.02 840.03 33t JUNCTION BOX RIM =987.20 979.02 840.31 840.54 S~5 FLARED END SEC. D END SEC. N!A 971.50 NIA N!A ~ ' r,-~ / ~ ~ ~ y~ / I
S•4 FLARED END SEC. NIA 965.00 NIA N1A 3~2 FLARED END SEC. NIA 9$1.00 N!A NJA 3-06 DROP INLET )P INLET GRATE -990.00 986.50. 640.14 840.16 ' ~ ~ / - i 9 i ~'t i a 0
3.5 CATCH BASIN HOOD =982.50 979.00 840.02 840.03 3.33 CATCH BASIN HOOD =985.90 981.87 840.02 840.03 3~7 DROP INLET i ~ ,,4 ~ ~ / ~ i ~ f 1 ~ ~ O )P INLET GRATE =967.50 984.00 840.14 840.16 ~ ~ ! ri'` / i o r ~ I 03 tV V
3•& CATCH BASIN HOOD =982.50 978.68 840.02 840.03 3~4 CATCH BASIN HOOD = 986.OD 982.15 840.02 840.03 S-08 FLARED END SEC. D END SEC. NIA 981.00 NiA NIA ~ i i ~ ' i' / ~ I ' i ~ { ~ ~
S-7 FLARED END SEC. N/A 972.00 NlA N!A S•35 FLARED END SEC. N/A 985.50 NIA WA i
3~ DROP INLET GRATE =981.00 975.00 840.14 840.16 3~6 DROP INLET GRATE =990.50 987.00 840.14 840.16 ~ r ~ / r I ~ / GJ : r ! /I I
S~J CATCH BA51N HOOD =992.50 989.00 840.02 840.03 3.37 FLARED END SEC. NIA 987.00 NIA WA
S-10 DROP INLET GRATE =996.00 993.90 840.14 840.16 3~8 DROP INLET GRATE =997.00 992.00 640.14 840.16 : 1 ~ ~ 1
3.11 CATCH BASIN HOOD =997.50 993.68 840.02 84D.03 339 FLARED END SEC. WA 974.50 NlA WA : CNL
S-12 CATCH BASIN HOOD =1003.60 1000.10 840.02 840.03 3-00 DROP INLET GRATE =992.00 985.00 840.14 840.16
_ _ ~ / S-13 CATCH BASIN HOOD =997.50 994.OD 840.02 840.03 3.41 FLARED END SEC. N!A 986.75 WA WA
S-14 FLARED END SEC. WA 967.OD NIA WA 3~ DROP INLET GRATE =990.11 987.11 840.14 840.16 ~ ~ ~'1 ~ ~ ~ ' i 1 ! 1 r'
5-15 CONTROL STRCT. TOP = 973.30 968.00 SEE DETAIL
i•' "r,
5-16 FLARED END SEC. WA 968.24 NIA WA ~ ~ 11 ~ ~ 1
S-17 CATCH BASIN HOOD = 97250 968.72 840.02 840.03 /y - V 1
S-18 CATCH BASIN HOOD = 972.50 969.00 840.02 840.03 1 1~ S / 1 ED p~G A - / . ~ 18`(`ONCRETE - Ir ; i / ,i / I ~ I d f-
S-t9 DROPINLET GRATE=973.00 970.00 840.14 840.16 1 1 r ~ - ; . ~ CURB AND GUTTER, r + , c ~ ; r I / ~ / - , , 1 r / , I f
_ DROP INLET GRATE =980.50 977.50 840.14 840.16 ' ~ 1 S 20 + , r, SEE DETAIL , , ~ / / r, r ~ r
w/ ' S-21 DROP INLET GRATE =986.50 963.50 840.14 840.1$ w ' , ' , ! ' r I ! I ' / 1 1
w \ ~ / 3.22 DROP INLET GRATE =994.50 991.50 840.14 840.18 ~ '
3.23 DROPINLET GRATE=988.00 985.00 840.14 840.1$ ~ - ~
1 , ' , t / - ~ ~ ~ ~r~~, I I I r j f - ~ I l~ / r I I
S-24 DELETED ~ , ter' ~ _ ~ ` ' ~ _ ' ~ I m r~ ' 1 r ' ~ .o
5-25 FLARED END SEC. N!A 982.75 WA N!A 1 ~ ; ' r~~ 11 - I OI ! - , I I I 1, I , ~ , ±
5 Z6 CATCH BASIN HOOD =992.75 988.72 840.02 840.03 + r"~ ~ ~ i'~~ " 1 V' _ ~ , ~ - ' ' ' I 15,LFvOF,{8' CMP v ~ ~ / ~ r ~ h w
5-27 CATCH BASIN HOOD =992.75 989.25 840.02 840.03 ~ , ' ~ ' ~ ~ I P{t SED 5-UNIT BUIL~NG ~ 1 ~ I tt : ~ j ~1.6U% SLOPE , 6 9 OF 48" CIaP~ ~ I i I tt ~jR ~ z $E'~ A CHITECTURAL PLA~1S FOR ~ , \ 2.00% SLOPE ~ ~ ZI ,~t H ¢
S 28 FLARED END SEC. WA 978.50 WA WA ~ ~ ' ~ ~ ~ ~ ~ ~ \ ! / r \ 1 r -'~UILDit~ DIMENSIONS ANR OTHER ~ _ _ _ ~ I 4 . 4 ~ , I _ ~r t ~ l
'i , + COORDINATION I = I t ~ / 1 l!1 I r 3= I ~ F.F.E. 975.50 ~ - ~ + 1 ~ ~ Q , : I , : , + ~ Wf 2
~ ' ! ~ i ~ ! I Ir ~ I ( F.F.E. = 975.50 ~ S-1 ~ I 1 ~ w I ` ~ F.F.E. = 974.50 ~ 4 / ~ ~ ~ i ~
' i ' / r ! 1 / ~ , f ~ / \ j , ~ ! ~ t h I E ~ ! i F.F.E. 975.50 ! f -5;4 't 22 LF OF 48' CMP I ~ ~ Z -o
, I / 1 / ~ ~ ~ rr rr ' t~11T BUILOSdG \ I ~ 2`0096 SLOPE , I ~ + ,'9 . ~ ~ x i ~ ~ I ~ '~I ~ o u
\ ' ~ ~ Ir ~ , ~ ! PROPOSED PIANS FOR r v F.F.E. = 975.50 I l-6 i ~ l t ~ ~ r ~ r Z ~w~' t o
~ ' SEE pRCNITEC ' ` / ' ~ J ' NS AiVD OTHE[~ ! : ~ ' t BUILD1NflDIME 10 r i I I IMPACTEDWETLANDAREA, I~ t ; 1 a' II I t
~ i ~ i ~ ~ ~ ' w ~ r~ rl ~ ! COOR (NATION I ~ TYPICAL, COORDINATE WfTH , 1 ~ ~ I 6 1~ G'1 ~
' ! ; `~F.F.E.= 6.50 l J ; ' Ir - 7.50 ~.E.= 6.`•~ I ~ \ EQUINOXENVIRONMENTAL" i'`~ ~ ~ I { ~ { 1 r / ~ r i ! 2®K ` _ ~ FOR MITIGA710N PLANS AND ~ , . , , i ~ ~ 1
~ ~ ~ ~ / j , !r i F.F.E. - 97 ~ it '`"J REQUIRED PERMITTING r ~ ~ r ~ 88 LF OF.~c CMP / ~ r ! s x 0 ~ ~ 16.186 °i OPE: i ~ I
. ~ ~ ! ' F.F.E. = 9'R9.50 ` r- 14 LF OF 2¢"~CMP , / , : 1
~ I . ~ \ \ ~ ~i ~ i' I r F..E. =981.50 , ' 2.00q,~LOPE ~ ' i ~ I ` • ' ~ 7" I v , : , r 1
` : 5-18 + , ~ ! + ~1 ! ' ~l~ ~ I I
, r ~ 1 jl
/ / ~ % ~ i ! J I 1 , O ~ 1 -"-w--" / ' ' I
- _ , , - , 75 LF OFr24' CMP _ , ~ 20096 OPE , ' I
/ 1 ~ 1.33% SLOPE ! -
i ' ' s ~M ION , F , , : ! , / , , . ~ ; 11 StiE ME 'tom '
I 1, BULL CODR 1 _ ; ! r r , , r r 1 ~ _ i I , ~l I
~ / , I / / ~ ~ ~ i / , ! ! , r,, ' F ~ 1 r~ 150 LF OF 18" CM I ' l ' } - OWNER TOOBTAIN PROPER r I ! r ~ .r- \ / ! t r EASEMENTS FOR OFF-SITE + ~
i i !r % i ! I r' 1 ~ + ` + ' S-20 ! I 5.00% SLOPE( - r . ~ ~ ' . S-'IS'~ t ' r GRADiN(i ACTiVl7IES, TYP. + I y I _ , , i (I Z
' ' / ' ~ 72LFOF18"CMP I +f 0
' i i r ~ ' i ! \ I i . 514 f ~.I 1•. ' . . ~ I I-~ + I '74LFOF18"CMP r • ' _ r I - ' 't . ~ _ ~ 8.929jr SLOPE, I 1 N
,./JJ i I t I ~I I ...~3.2596•SLOPE.. . } S_ ~ , ! . - ~ ' ~ + 1
/ / r ,
I ~ CONTROL STRUCTURE . ~ . , ' ' t ' , r I •---`~-j 120 OF 1SCMP _ it •.SEE DfiTAII • ` f i \ - ' jl
r ~ r 1.6Ty6 SLOPE .1. ~ / 1, \ ~ : , Y-. , , / ~ 1 ` \ I -'1 ~
~ ~ , , i 8 ~ ` I / \ 26 LF Of 1 S (.IMP / ! r I ~ 9.,. ~ 1 , J I i/ r I ~ 5.771~i SLOPE ` 26 LF Of 15' VIMP ' PROPOSED FENGE,SEE • • • • i , r \ rr / , r _ _ % ; ..r. _ I Ij 0 ,
j ~ 1 ! II ~~9 + 1 I ~ 1 ~5.771I'iSLOPE`~ ~ ..~.'.~.~.~.~....~.~dE7Ail',CAOaD1NA?E~Il1~TE•.~ r ~ ,,f\ : I S 6LFt5F18" i - i Ir ~ \ . I , ~ ; ~ ~ 1, L E . 2.0096 SL 1 i - ~ ' .1. • • LOCATION WITH (91AMER , ~ ~ ' _ rr
! •
/ / ! r , ~ 1.00% SL , , r 135 LF CMP ~
~ i ! I I ' ~ i ; 4.44% OPE \ ~ 8.33% SLOPE • • - \ _ / , ' ` t i ~ - _ ...c---~_._. it - " ' t I q ' '
ao I - _ • . bRE~IdYARE!(. ~ 1061E OF 15" O~IIP ~ _ -l- _ _ 1 ~ S€E•P,L1'1N BY EQUINOX.......... r - - . • ` - _ r , r `
f ' 296% , \ ~ I .t.....• ~ 1 SlC1bE ~r ,r rr y' r i 1 F \ 1 ENVJROII F.OR........ I• h., ! , r r r S , r . II
I 1 ~ ~ , 36LF ~F 18" CMP _ 9 r 1 ~0 o ~ , 95a16SLOPE t~NG ~ ~ 0 \ \ 'COORDINATI01~1).~.''•~~.. ' ~ ~ ~ r I r , r y. / , 1 . ~ ice!' } III p 1 1 W r ~ i + 1 ~ 1 ~ /:i ems- ' ! ' ii I If
I 1 ~ p W' \ „ \ 9w FOR `r' _ . y ` ' `r .i.•... :i. ' O~T./` x.lb 12~LF0~1S , ' o ! 1 1
i y~~4~ ~ ~ 4' , ~ ~ ' POSED PIAN' ,~R s 9~.~\ Q ,r ~ ~ ~ \ ~ \ , S ~ PRO E pND 0 .E, s_ . \ i ; Z Q LL~ ~'3.289~ SLO(~E -r... ± r Ir rr , / , r r +
0 D
, r r , 2 r
I \ .1. ! ~ ~ O O r 1 1. Iii ~ 1•__" l~ , 1~ . . . . . . . . . . . . . . . .1. . . 1 r r t r ! + ! ! of H rl t/1 I I . ` ~ 1
` ' I...~ ~ r •I , r ; , I r i I it ~ . I r ~I J
I ~ ~ ~ 7i. • / ' / a V C7 1 I , r , r, I , / x rn l- y p 1 I Q - } W M f`~:-~; \ I ~ a. .~.fi. , ~i --y-^-1.~ ' + f ' I w r QWwp: '-r~~ I '1 ~ m ~ G
\ \ \ , ; ~ \ i••• ~ O -t I ; W f N Q . : ~ i rr , i d IW i i ' r i + 4 li r f~11~ ~ 0~ ~ 1 ~ ~ ~ N N - > ~ , I li pTf~V ~ r p W Z r
I \ \ , i , ~ , , I 1
1 \ \ \ \ ` "7'~G.VYF•.~ . r x ; ' i ' I , I i w I ' ; i I ~ 0! O
~ ~'~R61Nq ~41N r IUrr ! , , 1 ! , o ~ ~ ; ~ O
..?IGgT1oN "&(~IINOyr ~BEO; { ly r r , , + 1 f I ,:r:~.\ 1\`,e...:___._ _ ~f ~MIV$~p~. ~1G11t~/I .i... r' w I ~ I 'I G j '1 I I I x I r 1+ I 1
1 I I 1 1 ; I ' / ~0% SLOPE , _ ` ~ ~ _ ~ ~ \ , v ~ . _ ''1 , ~ .....:.C ^C IREp . ' r r r I I v I I w i ~I , f r 1 1 . , PE!y'?~'m1NC . S;19 , , + I` I I , f , I 1 1 I , , I 1 1 •'I t 41 , I I I
1 I ` c,,"~° I 1 .`-a-~.~-:._ i .f I e I I 1 I i j I ~ 1 I( ~ I
} + i ` I . f.: . . l f j ~ f i I 1 I I 4 , ~ I I, 1
1 ~ - i 1 11 1 D GUTTERT r ~ D 5.(/'1(T BU! •i ` - II .....'./.'...,.~dRE9AY'AkEd..... I I I I r 1 I \ I ~ r r O 1 r I , ~ I r I .`(SEE PUN BY EQUINOX - / { , 10 I 1 i ! ~ I
~ ' ' \ 1 + SEE DETAIL I ~ „Cif1RAt ~ ! 1 , ` ~ _~I 1 + i _ - 8lAl9jd '~~ENSIONS FOR " ~ ' 1 I 1 r I iii ' ' ! ~ ` I • ENVlR•ONMENTAL FOR.... , , I I I r I r 1 1 I
1 , ` I NATION I I ; - , . •CObR01NATION) . • . f - , I 1 1 , , I ~ ~ i i I r + 1 ~ ~ 1
1 + I t ~ ~ ~ ~ \ ~ 36'~F Of ROPE I , g _ ~ 1 , ~ _ ~r ~ ~ I F.F ~ ~ `>i TR NCH IN I I ~ - X008.00 I F.F. _ _ ~ 7 \ \ ~ ; _ _ 36'~F OF ROP ED , •I•.. . 741E OF 1S•~)MP' • i I O 1 \ } I I ,1~T4•.t99C S40PE / ~ 1y f I I I , I I I , , i 1/ 1 TRENCH IN , i ' . . • • - ! I , I I I 1 1 1 ~ I ~
, 1 1 ~ E. 1004.00 ( 0 ( , v , v - l i 11 , ~ ~ I F.F.E. -1 0 y v
1 ~ I [ ,004.00 i F.F.E. _ Q ~ \ . ~ 1 1 1002.00 ) ` 1 I I y I I - 32L F•15"•CMP.......•. _ i 2LL / ' fp ' ~ i i LL i ~ r. l.___r, ~ 1 _ 11 II II { 96.SLOpJ=. ~ Q ` t ' I I 1 f LL ~ + f !I 1/ I 1 I ~ ~i
I 1 + 1 ( J F.E. =1 ~ ; ~ r._.__ 1 , I 1 I I 1 ~ _ ~ 001.00 1 ~ 1v ~ + 1 , t _ I - 1 I r , r 1 I 1 ~ _ . - I
I I 1 LL 1,,.~ ' I I V 1 l , 1 I 1 ~ I f I I \ ~ i r '1 I' LF F15"^u P 1 I 1 } I ~ ~j ~ ~ + w 1 } } , } ~ ~ . PROPOS6DMODULAR•BLOCK... • . ,y.. , ~ ' ! ; / / , r ! c! _ , , I I ~ I
1 1-`\ - ~ p ~ t - 1 6.58 'SLOP + F F15" + ' --1---_ - ` • •RETAININGWAIi'I~YSTONE ~ ~ F g/ ~ ' / ' f + 01~~- r i r I`~J ~ 1 58 ' SLR ~ , } I• • • • •OR•APPROVE,@ EQUAL, SUR R • • - - x , ' I ~ p , I I : ; + + 1
I 1 ~ I - ~ I 1 1 1 t } ~ . t . ~ ' T0. RQVI~ O.E$IG. S1' . U 4 w r ~ z 3 ' , ,I , 5 tD ~ Q r_ I I I ~ } 0
' ` ` t ~ ~ REGISTEREaNC•ENGINEER ; % ' r ~ . . . . . . . , , ,I~ / / r 1
J ~ 1 pr. I 221E OP t6" CMP... , ~ O a z / ' : / W ~ ~ / : ' r 1
+ + ~ _~~y--,..__-_-.._.. 3,46 ~ i S118 •@a2.g5SlOpE... ! ~ / I -~•m~-` r! . ` - p~O1 / , I I ~n ~i w - g
1 1 / r p o Q~Q t } S47 r
-oil
! r d1 fl U , o = - - t , - - L F 36;, C 21% SLO>! <1W~ , I OF 36' 1 1 S128 W L jcl 1 l i / / k ' / / LLl j 1 4. 2. % IL:
01
` - - _ ~2 LF 0 36" P 7 - x/ 1 - LF 0 36" P
4.71 SL 1.71 S F '
r j 1 %S-31' S r?'-• _-.-.J ~/r~ / i ' N 40 LF 18' CMP rt 1
1 . 3% SLOPE I \ 14 Lf 0 18" CMP,
r o.- , r r r I r i S 1 S3'L - r 3.79 SLOPE/ l
r I 1• r ' I W I I I 1 + + / r I PROPERTY I
1 r I ; OF I ST' LINE (f7P.) t 1 I + ~ROF1?T BLRL 14 LF dF 18" CMP , , I ~ . S-27 r r ~ r l O r , I I 'E @ 2.00% SLOPE / i ! / r r ! I I r
it i I i 1 r' %-SEE ! r , % SLOPE BUI ECTURAL PLANS 1 / O LDING MENSIONS AND
' I 1 r OCHER 1 ~t I r d r r S dOORD r 1 r , !NATION I PROPOSED IT BUl I I 86 LF bF 30" CMP / t \ 1 1 i r' r 1 / I I ' / f 1 1 S /
1 ; ; I i 1 r~EE ARC LDIN~ i r r I S32y 521A SLOPE 1 i Ll +
I I + i / / i t p ILDING ' PLANS ~rOR + i i ! rr~ I F.F._ DIME AND r ! ' 1//I I ~ ~ t , ~ , ~ E. 1004.50 COO O
f~ T11ER r rr ' r ~ r.r11 F.F TIpN r r+ r , / i i - Q / / f 1 I 1 / ! I I / , / x' I / 1 in I
r I F.F.E. -1006.00 1 f l r I r r I ' - 1 I
j I 1 1, t` / r i, 1004 F`iF.E. =1002.00 ' t w t t t ! 1 I F.E. =99.00 F = r / i! 1 I 1 , t t I i E. / 5E -UNIT BUILDING F---~ I 1 E t4RCHITE , / Ir I I _J
r / b 1 i ' t t ~ t t + I I ' I r~ 5p r of i ~ 1 / I L P r SED UNIT B. I I 1 t Z BUILDING DIME LAMS FOR IL NG 1 P I I I x + 1 ION'S AND OTHER t SEA TECZURA r r' x _ J I 1 Q
i 1 ; It t\ t I ~ ; ~ r !r r I r r / / lI/ r r / COOgDINAT~ i ' BUI S50R x' 1 I r 4S ANDIOfIIER l I I _ _ 1 _ 1 1
, ~ t t , 1 ' + + ~ r r + r r ` COO DINAIION I I I 1 I f ~ , r f ` I 1 ~ FF I rr r rr ~ ~ . I I I I
I ' ~ I ~ ' ~ ~ F x I I I I I f 1 ' F.F.E. =988.00
F.F.E. 1 f*. - ( r I I I I I I I E•- 50 I ! J I = I I 1
r•W 1 ~r rr I ~,~.,~,r I i r ' i 1 x I 1-J 1 j a 1 F-F.E. = /.50 r k f I I ! 1 I , t t ~ l r N~ l i O ~ 1 I I 1 I
/ i t - - I r` I li tt / r I r~ FS.E- 96.50 Ir F~ I I I I
l I I 1 + 1 I / ' ~ ~ / I 1r , t r 1 r r I 1 I ii F /r i I x I i L_ _-----J OWNER TO OBTAIN PROPER I r ~M , t r r ! / 11 1 r 1
OWNER TO OBTAIN PROPER Sat / EASEMENTS FOR OFF SITE EASEMENTS FOR OFFSITE I GRADING ACTIVITIES TYP.
GRADING ACTIVITIES, TYP. i 1 / - - rr ` y ~ I / r', 1' i r' r r I r j 1
r ~ r ~ I r 34 LF OF 1 S CMP
r @ 14.70% SLOPE r l r 1 , I
r r r F _ I ~ t I 1 1
I 1 1 I
r I j I I I
FINAL DESIGN FOR APPROVAL ONLY i 1 , , I l rX + I 1 i
OF 9 SHEETS

FINISH GRADE FOR PLANTINGS SEE LANDSCAPE PLANS
PREPARED BY EQUINOX ENVIRONMENTAL
~ FINISH GRADE NoR~
REFERENCE STRUCTURE GRATE I NORTH AMERICAN GREEN BLANKET - C125
STRUCTURE# TYPE INVERT ELEVATION NCDOT STD. NCDOT STD. ~ 0 15 30 60 Z
S-1 FLAREDENDSEC. WA 964.00 WA NlA - ! ,
1 I. g.2 CATCH BASIN HOOD = 97f.80 964.44 840.02 840.03 -I ? SWALE - ! I Z ti s• SCALE IN FEET ~ ~
i I I- DEPTH SWALE N ~
S..3 CATCH BASIN HOOD =971.80 984.76 840.02 840.03 I- 3:1 Side Sbpes -I - 3:' 1- DEPTH t „ ~ (D 3:1 SMe Sbpes I-I - ~ lQ
I- FLARED END SEC. NfA 965.00 WA WA _I _ _ ~ I JUTE MATTING I-`1`- 1 III I i I = v - O. o ~ 1 I~-I I -I-I
CATCH BASIN H000=982.50 979.00 840.02 840.03 -I I -I-I-I-I I-I-I-I-I-) -I- - ~ -1-1_ 1-- _1_1_1_1-~ 1_I ~ ~ .
I- ~j- - - _ _ ~ , I I---I ft1VER GRAVEL 1"- ~ CATCH BASIN HOOD =982.50 978.68 840.02 840.03 'III I I ~ - - ~ ~ I ( ~ i - - -I-1-~ -I
-I ~ ~ ~-~-~-I-1- I 1-I- - , i I III NATIV£ TOPSOIL S-7 FLARED END SEC. WA 97200 N1A WA -1 , ~ ; ~ }C ~
g$ DROP INLET GRATE =981.00 975.00 840.14 840.18 SUBGRADE SUBGRADE O Q 0? ~ Z ~
S,g CATCH BASIN HOOD s 99250 989.00 840.02 840.03 1'-0" t'-6" i'-0"
- r ~ ~ ~
S-40 DROP INLET GRATE =996.00 993.00 840.14 840.16 ~,v ~
CATCH BASIN Hoop=s97.5o 993.68 s4o.OZ s4o.a3 WATER QUALfTY $1NALE S-11 GRASS LINED SWAGE , Z ~ N ~ ~ ~
S-12 CATCH BASIN HOOD =1003.60 1000.10 840.02 8.03 NOT T SCALE 0 NOT TO SCALE ' . / ~ ~ ~
S-13 CATCH BASIN HOOD =997.50 994.00 840.02 840.03 ~ ire % W ~ ~ ~ W ~ ~ i, . ~ / ~ N
5-14 FLARED £ND SEC. WA 967.00 NIA NIA 1' / • ~ ~ Z
S-15 CONTROL STRCT. TOP =973.30 968.OD SEE DETAIL + ' 1 a 0 , \t ` 1 j 1 ~ 4)
5-16 FLARED END SEC. WA 968.24 WA WA ~ i} / ! X 0
/ 1 + 1 1 of ~ ~ - W m ~
5.17 CATCH BASIN HOOD=972.50 968.72 840.02 840.03 2~ \ , i ~,5. _ _ ~ , , _
S-18 CATCH BASIN HOOD=972.50 969.00 840.02 840.03 S~ 18"CONCRETE i \ / ~ ~ ~
S-19 DROP INLET GRATE =973.00 970.00 840.14 840.18 1R ~ z \ I ` S CURB AND GUTTER, ; + • / • o~ ~ t ~
G~ DROP INLET GRATE =980.50 977.50 840.14 840.18 P1 S•~ G~ - SEE DETAIL , ~ V ~ 1~ , ~ ~ 1
DROP INLET GRATE =986.50 983.50 840.14 840.18 S-21 1 ' ' t ~
g-~ DROP INLET GRATE=994.50 991.50 840.14 840.18 .f - ' t ,
X23 DROP MLET GRATE =988.00 9.00 840.14 840.18 ~ ~ ~1 1
S~4 DELETED 1 ~ ! . I ' ,j I I ' 1
5.25 FLARED END SEC. WA 98275 WA WA ~ I i ' ~ I~ ~o j I ' 1 /
5.26 CATCH BASIN HOOD =982.75 988.72 840.02 840.03 I L~
5,27 CATCH BASIN HOOD =99275 989.25 84D.02 840.03 . ~ PRO SEDS•UNITBUILDING 1S, '~D CMP ` ~ pN~lltlllq i E \ 16 OF 4s' CMP I+ii ~ ~ I SEE A CHITECTURAL PLANS FOR t~ l '20096 SLOPE ~~i
S 28 FLARED END SEC. WA 978.50 WA WA N BUILDII~ DIMENSIONS A OTHER I t 1 ~ '
529 FLARED END SEC. WA 983.00 WA WA I COORDINATION ~ F.F.E.=975.50 , 1 1 ~ 3_ I I 5 ( 1 I~ ~ i
S~30 FLARED END SEC. WA 978.50 NIA WA ~ ~ F.F.E. =975.50 ~ ~ + S-1 I F.F.E. =974.50 I t ~ ~
~ GRASS LINED SWALE, TYP. S~1 JUNCTION BOX RIM =987.20 979.02 840.31 840.54 ~ 20% MIN. SLOPE, . ( F.F.E. = 975.50 I ~ I S m j S;4 s, 22 LF OF d8" CMP I r ~ ,O
j ~ ..~J I I .s S ~ 2.0096 SLOPE 1 r ; y
S~1 FLARED END SEC. WA 985.00 WA WA SEE DETAIL PROPOSED4fUN1T BUILDI14t~ BUILDHrG _ ; i r ~ a ~ F.F.E. - 975.50 1~. r ~ 4 ~ PUWS FOR { I L I r S~ 11a = ACTED V11ETtAND AREA DPEI 1 r <r n
SEE A~{~E L PLANS Fa S33 CATCH BASIN HOOD =965.90 981.87 840.02 840.03 BUILDING DIMS tON511ND OTHI AND OTHER I j 1 r H ; ~ ~ t s•2 , h k C. ~ ~ ~ - KN35 TYPICAL, CbORDINATE WITH PIP i 1 I t r i~'H~rr so
_ I COOR©iNATiON S34 CATCH BASIN HOOD 986.00 98215 840.02 84003 ' ~ . ;Rli,11NATiON I ~ E I ; r ~ a i ~ QU NOX ENVIRONMENTAL' I ~ j ~ l r ~ > t r
S35 FLARED ENO SEC. WA 986.50 WA WA I I F.F.E. = 976.50 i i FOR MITIGATION PLANS AND ~ ; \ f y , ~ 9 ~
I F.F.E. = 9T7.! DROP INLET GRATE =990.50 987.00 840.14 840.18 S36 I F.F.E. = 977.50 ~ ~ I REQUIRED PERMITTING + ; , ~ r ~ I ~ ~ 1 i i 88 LF OF 18" CMP r j ~ I 1r HOPE RIPE ~ ~ ' ~l 16.48% SLOPE r
F.F.E. =979.50 i S37 FLARED ENO SEC. WA 987.00 WA N1A I I I I , ; 196 SLOP MIN. I i ~ ~ ! ~ r 14 4" I ~ + ~l I r I LFj OF 2 CMP I t r COVERT NP. ~ I i i
~g DROP INLET GRATE =997.00 99200 840.14 840.18 ~ ~ ~ F.F.E. = 981,50 j @200%SLOPE ; ~ ~ i ; , ~ 8-19 j I - „ r
f 1 ~ 974.50 WA WA ~ ~ ~
S~.9 FLARED END SEC. WA ' I 1r HDP£ PII 17 HDPE PIPE ~ ~ i I i 1 ~ I 1%SLOPE, I~IN. j ' 1 1
DROP INLET GRATE =99200 985.00 840.14 810.18 ~ I 196 SLOPE, ~0 / ~ l 1 I 1r covER, 1 r COVER, 5-18 ' { t {
S~1 fIARED END SEC. WA 986.75 WA WA ~ BU1L~~ l ?t SFOR 1 E I 18 Lf OF 18' CMP i ;I 1 ~ ! 75 LF OF 24" CMP ~ 2.0096 SLOPE I i ~ 1
o~ R ~ i S~'1 DROP INLET GRATE =990.11 987.11 840.14 810.18 E P 0'Tt~ 1 z 9g4D0 I ; 1 p ,0~ ~ F E + I 1 ~ 1.33% SLOPE ~,r---- y '
S-43 DROP INLET GRATE =978.50 975.00 810.14 810.16 ~ gER ~ ty0S1 ` 4 ~ I` ~ ; 1 1 ~ r
¦ .14 810.18 i 1 6~ 1 ~ , S,qt DROP INLET GRATE 977.00 973.50 840 / , i y V 1
FLARED END SEC. WA 971.50 WA WA ~ / ' F ~ 150 LF OF 18 ~ I ~ OWNER TO OBTAIN PROPER r ` 150 LF OF 18" CMP , ; ; I ~ = l 1 EASEMENTS FOR oFFSITE r
~ ! ~ ~ S-20 = j J ~ ~ 1 ~ may..- ~ 5.0096 SL( ~8 DROP INLET GRATE 990.00 986.50 840.14 840.18 I I ~ F~.=g86 ~ 5.0096 SLOPE t t ~ 1 . ' 5;1,x' ~ t GRADING ACTIVITIES, TYP. r rp
~ F. ~ 5.47 DROP INLEr GRATE =987.50 984.00 840.54 840.18 ~ 1 1 t I t ~ i Z S -r. 1 72LFOFISCMP , 0
l X6.92%sLOPE r
S~8 FLARED END SEC. WA 981.00 WA WA *~0 ` 1 .i ~ F ~.s 9~ I 12" HDPE PIPE ~ -r~,~ R . 1':'... 'S1~'.....~a.2s96•sLGPE• • S7 1
~ S~"1 F• ~ 1%SLOPE,MIN. ~ ~ 1rCOVE 1 r ~ " r .t. r
I ~ CONTROL STRU~IURE, ! , ~ r 120 LF OF 15'! CMP # ~ .SEE DETAIL • ~ _ r
S~1 1 1 ~ 1 l I 1.67% slaP~"_'a . i ` _ ~
1 t 1 ~ ~ I I , .PROPOSEOtsEg ' I r i IL`--i f . ~rAl4 cooRaw?TF.cATr; . .'.'....t.(
~ ` ~ / i ~ Z6LfOF1SCMP i I ','I:OGITIONIMTH,OWIIIR' ' ~ ~ 1 5.77 SLOPE \ 40 LF OF 18" CMP 16 LF OF 18" CMP r
~ ~ 1 ~ I ~ ~ ~ I J ~ y 11.7096 SLOPE r
~ r i \ 1 7 36LFOFir ~ ~ ~ 1 I ! ~ i f 361E OE 15:73NP. ~ ~ 20096 SLOPE ~ e: - ~ S-12 - • B3S96 SLOPE 108 <F OF 1S' CMP ! 1
~vv? FLOW DIRECTION OF OCiC1! ~ \ ~ ` ~ ! l 1~ LF OFj18' CMP , ..I . 1 a ~ , @ 12.9696 SLOPE 1 0
~ I / ~ ~ \ \ ~ &21 ~ 4.4496 LOPE i / \ 1 i ! t I 1
t II ® WATER QUALITY DITCH, SEE DETAIL va \ ~ ~ ~ ~ $ ~4 \ ~ ~ , ~ ..I r ,
m ~ \ ~Q~ ~ \ t i ~ I r <
r-~ GRASS LINED DITCH, SEE DETAIL ~ ~ s ~ 38 Lf~ ~ 18" CIYIP 4 ~ t2" HDPE PIPE / 1 ~ ~ 3.9596 SLOPE ` I ~ ~ r ~ ~ r ` ..I ...........................1.1. ~ ~ III t r ,
p ~ ~ ~ 1%SLOPE,MIN lTg FOR ; ~ ' ~ I ~ I f 1 , + ~ 122 LF OF 15" CM I ; I r ,
~ 1r COVER, ~ 0 ~ 4V`~ 00 \ / , pROpOSE L 0~ ~ is S 9~ I ~ \ , ~ A~ F •F 1 I ~ a ui I ° ~ I r r I I I f ~ .........'..'i'I . ~3.~%SLOPE x ~ ' ~ r 1 ~ i; r
\ ~ t+s 1 ~ ~ s-23 Is o11~ t~ta { j K~~ q < +I ri ~ r r
Q ~ \ / uSLOL~' S~ ~ \ cow ti ` . ~ / ~ i II \ b `9 \ KgE6~ I I ~ If i 2 r r
I ~ ~ ~ \ ~ ~ 1 ~ FF~ , I \ 1 ; I ~ ~ { - - r ~ ~ ' f ~ '1.'L' ~ r
~ / .t a I~ ~ ma< t ~ 1 r
/ ~ FF~• ,.r,' 1 l 1, w ~ + I r 1 r HDPE PIPE ~ f" ~ ~ ; ~ r - - w I t o O W I f ; 196 SLOPE, MIN. ~ p - _ ~ I r 1 ~
~ _ ~ I ~ ~ ~ _ " ~ y I tr covER, TYP. ~ ~ o i ; a } Q W ~
~ ~ FkE' ` ,.r'~ ~ ~ ~ \ W II I W- S r F N ~
• ~
Q~ ~ I GRASS L1NED SWALE, TYP. I I ~ ~ 20% MIN. SLOPE. I t WALE, TIP. .C. _ I. Q _ , ~ ~ ~ ~ ~ Q ( r a r ~ I - OPE. ~ ; I I o q W o r , ° O~ LL. ~
GRASS LINED SWIAIE, TYP. ~ ~ SEE DETAIL I ( ~ ~ ~ 5 r ,frt. j,P` !~1ArN• ui + c m ~
20% MIN. SLOPE, ^f' ~ ~ _ _ _ 7t~,r ~ .'SQU Beira; • ~ ` ~ i ~ ~ _ ~ ~
! 1 L~OF1s sEE DETAIL I ~ ~ / G'40% SLOPE III ......r......... .tlGrit~p ~ i t 1. r Q r s~ I lair W 'r a 1 ~ ~ ~ LL 1i r ,
r~~ i ~ i i i I f ! I 1 l I r , (n , I' ~ r i ,I ~ ! , r
I i S-22 ' ~ ! I ~ I I \.i ~ ! 1 1
' S8' CONCRETE ~ j j f j CURB AND GUTTE + PR~OSfO ~ I I : r s.taurr e ~ I . y ! I ~ I ~;__._....~J. ~ 1 I I 1
~ ! ! SEE DETAIL I SEE A ITECT ~ ~ BUILDI pi P S FOR I a R ~ I ''E r 1
I ~ I I 1 ~~sroNS AN orr~ ~ I I ! COORDINATION ~ _ -_.~~y y ' f S-10 i I I i f i I .j w II i ~ j r
8 ! ! ~ I ~ I ,I: I I 36 LF OF PROPOSED ' ' • 74 LF OF 11s CMP ' r ~ i I r 1 ~ ui o ~ i 1 r
N ~ it 1 F.F.E. =1006.00 ~ _ I I g 1 1 F.F.E, _ 1 I TRENCH DRAIN . • . ~ 14.196 SLR.' ~ I ~ r •ml i O q it I I w I i 1 1
4 004. ~ ;1i ~ ~ F.F.E. = (004.00 ~ F " .F•F. =100,7 I I i 34 •15•CMP•,~.'.'.'.'.'.'.'.'.'.'.'.....'.'.•.' ~ I I, ~ ~ Ir; r ~
I ui ~ ~ ~ F,F.E =1001. I LL 1 ~ 00 I___~_~ _ I ~ i I f r t , r
~ ~ + i f ; m ~ - - - - _ ~ I L~ I .l~ P aM I ~ ~ i ~ w-J I ROPOSE ODULAR.BLOCK ~ ; 0 0 t 1
I ~ ~ I 1 \ I f ( 1 / ' 38 LF of 15' CMP I.---.-__ ; ~ ..RETIK~I~NGWA •I~vs'tiONE.......... ~ I; ~ j ~ z e' ~ ; ! ; ; r I ; LL, . ~ r 11 of 0th 0 I I r f ~ 6.5896 SLOPE I • • • ~ • • • •OR•APPROVED EQUAL, SUFPtIER • M i c J 1
a g ~ ~ t I f ~ I I r ~~_~,1 , , _ I ' TO PROV DESIG • S"N ~ ~ ~ ' I ~ ~ ~ I r i r I t~ .IQE, p Ilf ' f I i n ~ q Q i 1 1
~ ~ 1! I ~ ~ , r ~ I I I ~ ! ' ~ 1 I 7 REG{STEREDNCENG1NEER. w ~ I ~ 1 1 C 7 ~ ..i_ f + i LL ~tJQ i 1
~ 1 ~ I I Z , ~ ? ~ I 11 Z IU 12' W E PIPE ® ~ ~~•-._f ~ i r ! I ~ i i ~ • 22iF OP t6' cMP' - - - _ { ~ ~ _ z ~ ,
W ~Q LL Ii9.~,yi._.f_~ •Id..7. JfV.. . Q UA ) •1 p ' r'1/l yr M"I _"'.+«~OI fi ~J 90 . . . . W r i b I 1 M1•11
Typ. g ` S-46 ym x l x_86 4 1
8 s rL mix t3 25 o I WATER QUALITY SWALE, TYP IS-47 A a 0 0 ' 1 •'tl
I O ° @ ZO% MIN. SLOPE, SEE DETAIL LF OF 38' CMP•L S,28 W ui a w= ! I 1 i co t
J p 2 i 12" HDPE PIPE @ 2.89% SLOPE
I a < p ui / I% SLOPE, MIN. I aw01 u; / 40 LF m I + I 1 - I r 1 F 36"CMP
05 u. ...-.12' COVER, TYP. 4.71 % SLOPE
S-31 S-33
I / = - \ @ 14.93% SLOPE [7-T- ~ 40 LF OF 18" CMP I I c o I +
~ I ~ I I 1 o ~ I ! I 14LFOFlWCUP WATER QUALITY SWALE, TYP. ui r ~.1 ! S-34 3.79% SLOPE 1
w ! I I I ~ S 2.0% NM. SLOPE, SEE DETAIL
a RDPOPED 3-LWIT BI4~ 30 30 LF OF VT 14 LF (hF 18' CMP \ r_ - _ , 1 r
1 SEEP J 1 I ~ ~ 5.00% SLOPE 2. % SLOPE I / ~ \ \ I I - ~ _ ~ ~ 1
BUILDING I ~URAL PLAN'S OR I MENSIONS AMOty ( ! r 86 LF, F 30' CMP
J ! dOORDINATION PROPOSED 4-Ul NIT BUILDING 1 I ATE S 5--M% SLOPE J } 1 S32 \ ~ ~
I 1 BUILDING DIME_" PLC FOR I / say ?
1 F.F.E. = 1004.50 F.F. I I COOR NA AND OTFIER I F.F.E. = fo06.00 F.F. _ ~ r I f i I ' I I I j I
I E. 1008.00 I 1 F.F.E. = 1004. 1 / I 1
00 I I I F.F.E. =1002. 1 I I 0() F.F.E. =999.00 / x I-_---_-- 1 PROPOSED 4JNITBUILDI I fl 7 ---x I 1 '
I I 1 1 F.F.E. = 997.50 997.50 I SEEARCHITE NG I 1 I r Lr PLANS FOR I ' . 1 BUILDING DIME IONS P D 3•UNIT BUI ~ 1 I _
AND I t I x-------° 1 i C00 OTC I SEE At4CHITECTURAL P S FOR ' x _ J ' + qDINATION I BUILDi DIMENSIONS ANDI07}IER i I I _ - j +
I I 1 COORDINATION ' ' I r -
r I . ~ ~ ! 1 1 I x ? , I I I r--r 1 W
F.F.E. - 988.00 x F.F.E. = I 1 I I_ I I 1 1 I 994 50 I I + J F I I I F.E.=988.00 ' L-j 1
S38 / F.F.E. = 995.50 x !i 1
I ~ -_____1 1 r F.F.E.=996.50 L
PROPERTY GRASS LINED SWALE, TYP. / r r ! I Z g37 x+---______~ OWNER TO OBTAIN PROPER
LINE (TYP.) @ ZO% MIN. SLOPE, SEE DETAIL 1 _ EASEMENTS FOR OFF-SITE
GRADING ACTNff1ES,TYP.
1 r
34 LF OF f 5` CMP 14.70% SLOPE
I 1 I
x 1 I ' 1 '
I 1 1 1 '
I ' I ' I '
I ' I
I
FINAL DESIGN FOR APPROVAL ONLY
OF 9 SHEETS

FINISH GRADE FOR PLANTINGS SEE LANDSCAPE PLANS 5
PREPARED 8Y EQUINOX ENVIRONMENTAL 'AL
y ~ FINISH GRADE
{ REFERENCE STRUCTURE GRATE , NORTH NORTH AMERICAN GREEN
STRUCTURE# TYPE INVERT - ;I .r + ELEVATI N T ! • t~ ~ , ~ , ~ , 0 N000 STD. NCOOT STD. aLAN~Er-c12s 0 15 30 60
- ~ cU
S-1 HARED END SEC. NIA 964.00 NIA N!A ~i ~ 11 r' 4~ J I ~ ~ 11 ~ ~.i +1 ~ t „ i, ~ , Z i` ~ SCALE IN FEET ~ ~ aQ~'~' CIq
CATGH BASIN HOOD =971.80 984.44 844.ff1 ~ ' ~ 7 . ~ - =--I S-2 840.03 ? 6' ` : I I I 6" ~ N ~ SWALE ~ ~ ~p N to
/ E ! - ~ ~ ~ CATCH BASIN HOOD =971.80 964.7$ 840.02 840.03 ~ ~ ~ DEPTH I i' . 'ti-r 3:15ide Sbpes ~ ~ _ - i 1 DEPTH -7 ~ tf1 3:1 Sbe Slopes I l ; i JI':,ki;l;+ • ~ , , „,i, ~'lill ;~~p~l : _ : - d' .0
5.4 FLARED END SEC. NIA 965.00 NIA N!A f^ ~ ~ I;Iji~~' i I{I j I~j! x.111{i,~ lt:ll"11111"~~;I~11~ il' , ~ I I !Ijl~ ~Fih ~,,~.ii~.l. ~!,iiu•,,ii;1L11,,.~<,-~ ,.:r I, u'ii~.~ :~!11,: ~ , fi ~ ^ o L- CC)
f' - JUTE MATTING CATCH BASIN H000=98250 979.00 840.02 - ~ I Ir SS 840.03 ~ + . ~-~---~-I- - - - - - ~ ~ U (a N V
1r I / • -ii! CATCHBASIN HOOD=982,50 97$.68 840.02 840.03 J-II~II-- I i , RIVERGRAVEL{1'-} S~ 1 I I J J--I~I~ - 'i I-I-I-I-1 I-I--I-i-i-I -I-F- N _I_I_.... I_I a ? I ~ l I ~ - - z
I Ills I ~ FlAREO N -J ~ I (-ill-I-'J- J-,- -kk I S.7 E D SEC. WA 972.00 NIA WA - I I ~ I I NATIVE TOPSOIL - ~ ~ X m
J~~,~- ~ DROP INLET GRATE =981,00 975.00 840.14 84D.18 SUBGRADE ~a~ SUBGRADE ~ Z IJ„ ~ z lei. c
¦ 4T p m o ~
S,g CATCH BASIN HOOD =992.50 989.00 840,02 810,03 1'-0" 1'S 1'-0" - r 4)
S•10 DROP INLET GRATE =996.00 993.00 840.14 840.18 I t, ; ~ 3 m ~ m
g_1t CATCH BASIN Hooo=997.50 993.6$ $4o.oz 84o.a3 VIIATER QUALITY SWAIE m~~ - ~ ~NL GRASS LINED SWALE • ~ c N L in N
S-t1 CATCH BASIN HOOD =1003.60 1000.10 840.02 840.03 NOT TO SCALE _ Ca Nr 13 co
5.13 CATCH BASIN HOOD =997.50 994.00 $40.02 810.03 NOT TO SCALE ~ • ' ^ ~ W ~ 'i / ~ ~ N 'N~
S-t4 FLARED END SEC. AUA 967.00 NIA NIA T
J~'.M ~ Q I Q T
S-15 CONTROL STRCT. TOP =973.30 968.00 SEE DETAIL - ~ - ~ , ~ ai rr ~ ~ y, , x o X
S-16 FLARED END SEC, NIA 96824 NIA NIA Z ' r~i I O .c MO ML
S-17 CATCH BASIN HOOD = 972.SD 968.72 840.02 810.03 , ~ W m a Nr. r0 ' ~ 14~ C
5-18 CATCH BASIN HOOD =972,50 969.00 840.01 810.00 71 . O~
S-19 DROP INLET GRATE = 973.00 970.00 840.14 810.18 ' 18" CONCRETE . E~ - , , ~ ~ a R~ r , ~ 5~ - r . CURB AND GUTTER, , GON a
5 2p DROP INLET GRATE =980,50 977.50 840.14 810,18 GG SEE DETAIL I, i V Q~ - . ,
DROP INLET GRATE =986.50 983.50 840.14 810.18 5-21 ,r-- l 'I
~ , 1:
S-22 DROP INLET GRATE =964.50 991.50 840.14 810,16
S23 OROP INLET GRATE =9$8.00 986.00 840.14 810.18 ~ ~ I f • 1 r
S 24 DELETED _ I ~ ' I + ~
S•25 FLARED END SEC. WA 982.75 WA NIA ' 1 ' S j t I ; ~ I , j, S p ~o
5.26 CATCH BASIN HOpD=99275 988.'12 1y10E2 -.~.....840A3 I I . a ~1? ;z
5.27 CATCH BASpV HOOD =98275 989,25 840.02 810.00 1 I ~ 1~ i 15,LF'aF, , CMP / ' l tttt+i 1 PR OS•UNITBUILDING i i8i OF~8'CMP p ~i
S 28 FLARED END SEC. NIA 978.50 NIA illA ~ ~ I I ~ ~ 1.60,16 SLOPE t ~ i ~'M" [ i ~i SEE A HITECTURAL PLAINS FUR ; ~ ~ ' 2009{, SLOPE I
S-29 FLARED END SEC. NIA 983,00 NJA NIA 8UILDII~G DIMENSIONS AND OTHER ; ~ r 3 1 t ~ ~ COORDINATION ~ ' f.f.E. =975.50 I 3
' ; ~ s•1 4 F.f.E. =975.50 + i ~
530 FLARED END SEC. NIA 978,50 NIA NIA E F.F.E. =974.50 1
S~1 JUNCTION BOX RiM =98720 979.02 840.31 810.54 ~ ~ ~ GRASS LINED SWALE, TYP. i @ 2091 MIN. SLOPE, + i f .F.E. ~ 975.50 ~ i S~ 22 Lf OF CMP i : "0 ~ x~ t i i t I ~ ~ is ~ i i ~ ~ 2.0096 SLOPE I I ,'9 ~ ~
FLARED END SEC. N!A 981.00 WA NIA SEE DETAIL S32 ~ PROPOSED 4FtA11T BINI rOSED 4FtAd1T BINIDING 4 I F.F.E. =975.50 i F----I j r ~ i ~ ~i~r ~K `~fi 4
5.33 CATCH BASIN HOOD = 9l~.60 9$1.87 e/0.Q2 810.03 ,r"`~I SEE ARCt+~'TEC7,URAL ~ PU4NS FOR t i. ~ ~ . ~ Ct+~'TEC7,UR1+L I ; ~ , '-11APACTEO WETLAND AREA, 12" HDPE~ , , ? 1 r.r~ , g ~4
CATCH BASIN ~ BUILDING DIMEN510NS AN S34 HOOD 988.00 98215 840.02 840.03 ~ ~ ~ ~ ppRUiNA'TION IMENSfONS AND OTFIER ~ ~ ? i 1 TYP NAPE WITH r r .I.JI ~ r rh. G D ICAL, COORDI PIPE ~ 1 Y ^ NATION , I r ~r rt ~~r ~r ! . , i r F „pORDi i "EQUINOX NVIRONMENTAL' ~ ~ ~ ' ,
FIAREDENDSEC. NIA 986.50 NIA ~ ~ ' N!A , ' i F.F.E. = 976.50 r ~ FOR MITIGATION PLANS AND r r ~.~'4 ~ ` l~ ' • , i .r~ rN I
~~'1 i i i ~8 DROP INLET GRATE ¦ 990.50 987.OD 840.14 810.16 ~ F.FE i REQUIRED PERMITTING r war r~` ~ I i F.FE. •91/.50 } ~ ~T---~ r ~ 1 ; ; 88 LF OF 18" CMP r ~ x
I ! I I + F.F.E. ~ 979.50 ' ; 17' HOPE PIPE ~ . ~ ,ir J ' ` 16.1896 SLOPE 9T9.50 I ~ ~ 116 SLOPE, MIN. r 'r ~ X ~{r ~ t\ : ~ 1
S~7 FLAREDENDSEC. NIA 987.00 ~ NIA NIA ~ 1 ; 4 , + + a _~r..r~ r'ra~~ ~ y I ' 14LFOF24"CMP'; ,l r , 1 12" COVER; TYP. a ~~r r . 1; ~ .1 ~ !
DROP INLET GRATE =997.00 992.00 840.14 840.18 i ~ i ~ ~ ' 5~8 ~ i I I F.F.E. =981.50 ! , ~ ; ~ 20096 SLOPE _ ~ . ~ !
5.3g FLARED END SEC. NIA 974.50 NIA NIA ~ ~ ! ~ / 1 ~ I ;.r~- + • 17H 17 HOPE PIPE ~ •r _ - .r..-- ~ ~ ~ ~ ' ~ ~ r
DROP INLET GRATE =992.00 985.00 840,14 16 ~ ~ ! ~ 1 S•40 840. ' I x S I r..~~' r 'r r I r 196 SLOPE. MIN, i - ~ r>x 1 t(.~ r ~ r rrr ~ i'
5.41 FLARED END SEC. NIA 986.75 WA N!A % ~ / ~,NG i ~ ( + Ly1t ~ 'I . i j 17 COVER,'()fP. _ 5•ta ~ J%~~ f ~ r?r ar ' r ~ ; 'i f i ? f 18LFOF1a`CMP s r r r r r ~ OPE ~
~ I t3 DROP INLET GRATE =990.11 987.11 840.14 840.16 ~ p~~~t 1IS'LS f R I 75 LF OF 24' CMP Jrfr-1= _ rr ~ ~ 20096 SL r
S~ DROP INLET GRATE=978,50 975.00 810.14 840.16 i j ~ p~tG~ 1d~A Ff. ~ ~ 1.3316 SLOPE . - _ 1'r ~ J' r ~r' r~ r ~r~'
~ / gE1r p11J~~'iNAtt~ DROP INLET GRATE =677.00 973.50 840.14 840.18 ~ ~ 8~`"- C - ~ .r r ..rrr r ~ ~ r . . _ ..tip I 1
5.4a ~ ~ ~ ~ t 1, ,ti 8~ ~ ` r r ~ r r~~~ ~ r r f r~ r ~ • r ~ ~ % ~ OWNER TO OBTAIN PROPER
~ FLARED END SEC. NIA 971.50 NIA WA ~ F ~ ~ ~ + , ~.i° 160 U _ ~ 1 5-10 • ` + 160 LF OF 18` CMP r , . f ' _ ~ ~ EASEMENTS FOR OFFSITE 1 . ~ .i I ~ 6.0016 SIOPE~.~!-'-•~ . ~t~. S~ GRADING ACTiV1T1ES, TYP. r
DROP 81L.ET GRATE 990.00 986.50 810.14 810.18 i' ~ 5.0 ~ 1. c9~ 'v` r .r ~ i I O
DROP INLET GRA = + } F F ~ ' J ~ ~ S•4T TE 987.50 984.00 840.14 bq.18 l , `J,.. ~.ii• ~S~4..-~ .f. .4 OF18`CMP. \ L. ~8.92'b SLOPE r Ul
5~8 FLARED END SEC. NIA 981.00 NlA NM i i . X16. ;x. t~. ~ '':1 ~ ~ I - i r
' s9~~ 12"HDPEPIPE~ ~.-:i'".. 1 , ~ ` S-~ F F ~ t % SLOPE. MIN. S~ 1 i ~
'CONTROL STRUCTURE; - I
~ s~1 t , , 120 LF OF 15^ CMP Y .SEE DETAIL ~ , ~ _ _ _ _
~ 1.6796 SLO~~ . - _ f • 1'ROPOSEDPENCE3Ef" ~ ~ ~ .r
i I. ~ ~OETAI• COORgNATE.GATE• - .i. - t,
8 ~ J A ~1 1 i ~ . 26LFOFISCMP 'L' TIO VNTH ` • ~ OCrA. N . R • ` 40 if OF 1a" CMP i ~ . ' ' , . ~ M 16LfOFiB"CMP I ~ 5.77 SLOPE r , 1 • . ~ ` • ~ ~ 11.7016 SLOPE ~ 2.001b SLOPE , r
of , , ~
~ ~ S6lf Of 1 \ !/mar ~ + ' . _ a.3s96 SLOPE 108 LF QF 15" CMP ~ S-12 1 i w . .J. j. 12.98965LOPE ! !
w~? FLOW DIRECTION OF DITCH ~ ~ @ 1.0096 SL •1 ;,i , r r , 135 LF OF;18' CMP • ;'i -
f ~ ~ ~ i 5-21 ; f' ~ 4.44% SLOPE , WATER S I a' ~ / ~ ' j ter ..J;
® QUALITY DITCH. EE DETA L ~ O ~ 1 r ~ I ~ , I <
t t ~ GRASS LINED DITCH, SEE DETAIL ~ a ; : ' i ' 38 LE OF 18' CHIP 1 I o
17 HOPE PIPE ~ / ' ! 3.9596 SLOPE ~ 1 ~ 1 JJ ~ " 12'1LFOFISCMP ~ o ' ~ ,
p ?r ~ ~ 196 SLOPE, MIN / ~ @ uLd~ 9~ ~ ~ A 12' COVER. TY . ~ / ,1;:y ' ~ f 0 B 11~~ ~ + ~ p0 , f w , 31816 SLOPE _ _ - ' 1 ' O ~ ~ _ !
~ .•r 1 PaOP~ P d111r~ r E =984A0 t QO ~ \ , . ~ F,Np F.F. 1 , <ti ~ . w i _ I 1 ~ LL i w ~ -r i ~ ~ ~ . r i r r
O ~ 5-23 I IS p1U~ 'f1pN ~o ~ ~ e ~ , 1
~ a~ ~ I a, ~ 1 t- ` . . . . . . . . . . . t a ~ i 1
r•~'~
i 110 , ~ it ~ 1 ~ Q' j i F f E, s 986 1 1 W I ' 1 EPIPE ~ r I ILL _ W f , 2" HOP ~ i r
~ ~ ~ ~ 1 ._r. f ~ - ~ ; ~ r 196 SLOPE. MIN. ~ ~ o ~ i i I Q Q . i_ 1 TYP. 2 ! L3 m , j _ _ _ _ _ I , lrcovER, W ow W ~ . - ! r ~ o o Q
~ x9esoo 1 i ~ ,p , , I ~ I W i ~ h 0 { ' ! t'1 111 r
o ; ~ , W q ~Sp ? ~ I 11 ~ U
i ~ ~ ; ~ 1 GRASS LgrED SWALE, TYP. ~t' 4 I `O ~ r NEO SWALE. TYP. 1 , . .j I : i ~ o r ~ r Q ~ O ~ ~ ~ Q ~ q
4; ; r i 1 @ 2096 MIN. SLOPE, ` ; ~ ~ t $ QW~ , ~ ~ uN. SLOPE, ~ W I ~ d i .SID , . j j . r ( ~ a ~ _ _ , Y r O
GRASS LINED SV~IAL,E, TYP. ~ SEE DETA~ @ 2oa, a~~N. SLOPE, ~ ~.r 1~ s i .~1RifA•1p• ~ W i c m `i-- - 1 f-`.-._--._._ .FOR ' ~NA7p ~1IN UNp1S k I i i I r~ r
SEE DETAIL 1 ~ 12S if OF 18' CM r""""-----~ ?1ANS,gtD~ .EiWI ~ J I~ r I I ~ .....:.j......... .QGIRgp kf,U;• ui r Q. ~
ter... ; ; ' ,@ 6:40'16 SLOPE i PER> S~ ) ~ LL I r r
i S22 ! ~ ~ j + 18'CONCRETE ~ ~ ' ~ _ t I ~ 1
)I1 ~ CURB AND GUTTER ' PROPOSEp ' I 1 ~ ! !
• 5EE DETAIL r i SEE ARCHIT B~IIDING + ~ I BUILD ~ ECT(~yl PWVS FOR ~ ~r . , ~ 1 i s-~a I 1-
i , . ~ ~ ~MENS1pN5 Akb ' COOROtNAT ' J J f"•--'.'"'." ................•.74tFAF16'CMP• I " '1 _ I I J i 0 r . v
~ , J i ; F.F.E. =1 1 ~ ~ I ! I 36 LF OF PROPOSED . • :'I• 14.1996 SLOPE ~ ~ ~ + i ~ 1RENC IN I , p~ ~ I ~ I
~ ~ I oos,oo F.F£_„~~ i I ~ ~ ' I - i r
~ / ~ ..l ; .l 1fl01.00 ' f.F,E. =1002.00 I
1 1 W S' + ~ ! I ~ i F.F.E. r 100 1 ~ / i\t I I r i 1,00 '1.00 t i ~ t ~ . , _ z
( ~ 1~ ~ 1 ' ' _ ; ! PROPOSED MODULARBLOCK.. ~ Q i i ~ LL r
l 65816 SLOPE ~ / ...OR•APPROVED EQUAL., SUPPLIER . 1 2 w c o I ~ I
j TOP DESIGN 8Y.......... 5.10 ~ p ~ ui ! + ~ a < I ~ - p m 0 I ~ ? ' + ' ...REGISTERED-NCf NGINEER. ~ . • . • . • W ~ _ I ui ~ f= ~ ~ - - _ i
y 0 ~ ~ .1 ~ I ~ i 2 ~ ~ ~ ; ' • sus ~ ~ V.. ' r . . _ y~~ 2 ~ I r
Z / ` ~ Q \ • ~ ~ a ~ 17 E PIPE @ / \ ~ 1 ' ~ "Vy,~ ~rw~ ~ 22iFOP18'CMP•••.',' < ` H Z 0 i ~ f ;i-- - ~ 1 I I ~/1
` a 196 SL E, MIN. ~ j'` , + ? 1 ~ • Qa2.95SlOPE• - i 4 W $ ~ ~ ~ ~ W r r ~ 1 ~ ! i ' ~1 v, Q . ~ b ~ I I
Q Z ~ ....a Z:J~LIER, TYP, / . - • l 1 ~ I 348 ,A ~ : { o - r
1 ~p g S c1 / ~ TER QlLA1.11Y SWAIE, T1'P. _ _ i ~ i ~i3 LF OF 96' CIS- S,'10 3,Z8 ~ j W N ~ .-•.-J ~ ! ~I
O ~ / MIN. I 1 I N f t-.` ~ 2096 SLOPE, SEE DETA L - ~Q 2,x916 SLOPE ' LL t •i LL a
/ ` 1 Z" HDPE PIPE @ _ t ~ ~ < ~ W % ~ '''T-~---~-.. 1!6 SLOPE, MIN. _ ~r • 1 ~ - - \ - armor---^-• i 1 ~ ~ i ~ ~ w ~ I I ~ I
T
1r COVER.TYP. ~x~sn LXtsTt 42LFOFN'CNP i/ j i --I I "IL. i
4.71 % SLOPE - - ' + r r r
f 8 t 531 S•33 40 LF OF I fr CMP - • c UZI
Q 14.83% SLOPE 14 LF OF 18" CMP - - - ~ 0i r 1 r
r ~ t WATER QUA / i r r 1 QUALITY SWALE,lYP. 3.79%: LOPE 2 S34 ; ' _ _ 016 MIN. SLOPE, SEE DETA JL u , 1 V
u` I i
~ ~ 3.1U1T 4 BUILp~~, 30 LF OF 15` + 14 LF OF 16' CMP -ZT
SEE I BLOLD DNS ir) I ~ 5.0016 SLOPE I { 41 20t?% SLOPE \ i t r-..__ . ~ e I
~ ' NSIONS roNp OR 1 l Liz I ~ f I 86LFbF30"CMP \ I 7 t t rc a cd i I f + i ' S32 4m 5m% SLOPE i ; ! ~ t I
) PROP0SED4.6NITBLA ) I F SEE ARCFpTEC L PLANS s K-2w9
BUQDMG ~ FOR 1 I F.F E. =1 I DIMENS~ AND OTHER
I 044.50 1 F.F.E.: I I ( 1006-00 COORDINATK)U F F.F ? 1006.00
F.F. : I f i E. 1004100 I F.F.E.:1 I 1 0 i s 1 be.--- t t x + t
002.00 F.F.E. =999.00 I I J F.F.E. ; 997.50 i Ep .UNIT BIN LOI S I x~ t 1 ~x r _ t + SEE NG + I F.E.:887.50 I / OCHRE PLANS P ~ + + + + x t 1
BUILD I IME 1 0 L+ FOR A)SED 3-UNR BUI j + t ' + I NG D I AND OTyy~fI~ER WING
I CO() 1 SEE A~ ' + x _J + r t ! I 1 1 / r•1 ROl NS PLANS FOR x , + ~ I J Z NAT10p? BLALD&dp t I t' COORDINATION DMNS ONAD'OTHR s
+ I x t + , 1 ? i
t •I 1 ~ + r + I + , i x I + + 1 , I ' F.F.E. =988.00 W J
F.F.E. = 994.50 I + , I I I F.F.E. 968.00 I f ! ~ + 1 1 t 1 s I + x L J 1 t ii 1 I ! I , L
/ I F.F.E , x j 1 + I ! I I i I 99550 j + I L----- t
PROPERTY GRASS LINED SWALE, TYP. F J t t } e ! t F.E. 896.50
LINE (TYP.) @ 2076 MIN. SLOPE, OWNER TO OBTAIN PROPER I ,
SEE DETAIL EASEMENTS FOR OFFSITE 1 GRADING ACTIVITIES, TYP.
~ I 1 / x~-~x~~x,x~.~ - x ! I
34 LF OF 15" CMP @ 14.70% SLOPE MP x x I I I PE I I t 1
x 1 1 I I
_ ~ I I a 1 ,
i 1 1
FINAL DESIGN FOR APPROVAL ONLY OF 9 SHEETS AEETS

i I i' / ( I
I i i ; / I + 1t
= ,r ~ / I I 1 NORTH
~ ~ ~ / I ~ I ~ O
~ 9s I 3 60 Z ~ to
coNSrRUCnoN / ,-x / ; I ; ' SCALE IN FEET = / I
ENTRANCE, SEE / ~ \ 1 I _ ~ / ~ / ~ -tom` a E
DETAIL ~ ~ ~ ! / i 9 r I d L~0 1 , ~ 6' r r r 00 i~ i / ' / I ~ , I 1 ~ N U
\ it ' ~ -'r r ~ 01 / , r / r I + . ~ c
+'i ' i ' f ' r / I / I t ~ 1 ' ` Y/
~ \ i r' r I I I r ~ ~ i / I , r ~ , r, ~ `fir r, f i / / P~• / 1 ' I 1 2 Q ~
1
i'
i' i ~ r / / ,
, r , r / ~ r r +
/ , r r I t
- '
t r W ~ ! , , , , / / r i I I ,r N
- - - a, i
i i , f / 1 ~r ~ 1 X O
/ ' / / 1 ~I Z / ' t A ! l , ~ ~ ~
/ t ' / , / , I _ ~ ~ r - -
i ~ ~ 1 + / r,~'' { / / _ , 1 r i f / r I 1 ,
X61 . - ~,.2 - -
1 l EE _ - - ,
EO ~ , f 1 I
/ P , j. I I r. ; I PERMANENT SEEDING SCHEDULE I. / 1 1 g r r r ~ II
/ . ~ , r I . ~ / ' . t 1 I MIXTURE #1M i I
' J - ~ , , r . , I , , I r I r 1 ' 1
, .r ~ r. r 1 1 1 ,`Di I ~ r / 1 II Seedi Mixture •00
" - ~ t o, / , , r rag f" z ~ I I I , t y I , r ' PROPOSED SILT / / I I I Pew Rate (Iblaae) ~ p ra
~ ~ i' i , TEMPORARY OIVEF TEMPORARY DIVERSION ~ , I , , ~ , \ FENCE, NP. ,r 1 ~ g ! I ~ ^ I r Tab fescue 100 N111NN11/~
DITCH (IYP.), SEE t )ITCH (IYP.), SEE DETAIL i \ / i I Sericea tespedeza 20 ~ ~''~I ~ 1 ~ ~ ' ~ \ ' ~ 1 eta , ~i ~ z ~ , / 1 1 Korean kspedeza 10 'p
, , ..j - , , ~ \ ' / / ~ ' / / r ~ ~ , , , SEDIMENT' SE t t 1~ \ r QI Redtop 5 / DIMENf BASINlf3, t ,i r ~I 81~
~ ~ , , SEE DETAIL / ; r , , SEE TAIL t , , Kerrhldry bluegress 5 ; OE , 1 k~ ~ o
' ~ ~ ` + + IMPACTED WETLAND AREA, TYPICAL, COORDIN , / ~ 1 WI Seeding note 'I r I r ~ar,g TYPICAL, COORDINATE / i I ~ I After Aug.1, use urwcaritied seed for sericea kspedeza. W ~ ~
~ ~ i / , ~ ~ ~ , ~ + ~YU~TH'EQUINOX ENVIRONMENTAL' FOR zinc :NTAL'FOR ~ 1 1 ~ _ ~~i y i / 1 I I ~ 2 0.
/ ; ~ ~ ' ~ , ~ -l + i MITIGATION PLANS AND REQUIRED PERMTTTIFN , r sUIRED PERMITt1NG / ~ - f - _ - I W I Nurse plants .'9 ~ 3 i , , - - _ 1 ~ I Between Ma 1 and Aug.15 add 10 baaee Gartman mtiet or 15 bJaae
~ I / ' I 1 ` i ~ r , / ; ' ~ r EXIST. CONTOUR ~6 R p ~ 1 Sudangrass Y Prior to May 1 or after Aug.15, add 40 Waae rye (gran). R r'. ^ • / r ~ ' I 1 ix I I nr be beneficial to rat the asses n late summer and overseed The ~°o ry s~~
; ~ , r r , , ~ LINES, TYP. r i , I Y Pk F ~t ~ 0_ S, TYP. f , t ~ ~ 1 , , 0 I 1 kspedezas in March. hr „ atN d ~ r
/ ` / , , ~ ~ r ~ x 6 ito l l It n~ > o a
c r \ ; ' eedin dot Z®~ A;/ I Q I, S g es
~z x \ % r r a east Possible _ •r~ ~ r ~ ~ + II
/ , ~ ~ / r ~ ~ t ~ I ~ ' s. rrI' / 1 r; rr , , Bebw2500ft: Aug.lSSept.1 July 25-Sept. 15 ~ 1 , ~ r ~ ~ I r Mar.1-Apr.1 Mar.1-May 10
i i r \ \ r r / , , ~ , ~ raj Cdr _ _ ~ r ~ TYPICAL LIMITS OF 1 Q I ~ DISTURBANCE 1 II r ~ I Above 2500 R: July 25-Aug. 15 July 15-Aug. 30
j ~ i i / ~ ' ! i ~ it r 1 i 1, I ~ i, ~ , ' , 1 II i i ) O 1
~-r ~ ~ ~ I ' ' , : , I Mar. ZO-Apr. ZO Mar. 5-May 15
/ , ; ; .'/r / r + , , ~ 'FUTURE PAVED ' = _ ~ - ~ ~ r r r , i ,.rr ~ r' PROPOSED SILT I I . 1 ~ I ~ _ I f ENCE, NP. I I I Complete seeding cattier n the fall, and dart later In sprang on tafth and
` / i + 1 7 r ! f / _ , ' y 1, I ~ eastfacigsbpes. 1
rte- 1 r i / ~ II 1 , I Soilamendments
r / t , , r ' I I; r , , ~ , I Apply line end hrf7¢er tooordirg to soi tesh, or appy e,000 61aaa ground / i
i I/ r t , t i I rr i rr It r , t _ , / , CONSTRUCTION I I r agriaMrlrel imeskne and 1,000 bhae 410-10 kltl)'¢ec I ENTRANCE, SEE 1
/ ~ r , , ~ / i ~ rr r r ~ / ! ~ ~ , yam, , I II r DETAIL I MUICh , , , r 1 Ir
r / , t , , ~ i ~ r i r , i PROPOStxD CONTOUR ~ ~J / , ~ ._/-t!-' , ~ , . i ` ~ /~15 G NG 1 I Appt/ 4,0005,000 mlaae n straw or rivtlent cover of alattrer sdable + / II ~ eQ N
/ , ~ ~ ~ ~ r` ~ IINIES, TY~. ~ r / i i r ' i1 ~ . / ~ ~ ! r r I r 1 ~ ~ r r i I1~ r ' I 1 rrtlkfiirg rrebrial. Anchor mulch by h[Aing wih asphalk rovilg or nattirp. /1- ` E,~,~~, ` EA19EMENT FUTURE PAVED t I Netting'alhepraferredanchangmethodonsteepsklpes. Z
i."............~'... 1 ~ I O I I , j ~ AREA, TYP. 1 - tl - / II ~ " 1 I t 1 + I
/ / i f / , I ~ ~`I / + ! RLOCKANDGFiAV~LWLEfi.•.~ r 1 I r ~ 1 ; Maintenance I GRAVEL INI~fi. • ~ . ~ . • _ ~ , ~ \ ~ , r~ i , _ ° i------ Mow no more tlwn once a year. Rebrhl¢e in the second year unties growth
, , . ~ ~ IPROTECT10Ft, TYPfCAt, • • N' TYPICAL . t I 1 r ~ ' , _ r' ' i I~ is wy tdputb. Reseed, hrblize tnd mlldr dwrrged arets imardieby. ~ ~ t rr r , r 1
~ i i rr r i ` I ~~~l •`.5>~EDE~AIL•..........
j \Y~ , ,.~k r r % / `fir I r ' ' • ' ' ~ r , / f , __.;--_____II TEMPORARY SEEDING-LATE WINTERIEARLY SPRING
~ i , r , ! , ~ ~ , r f I , ~r i I . .I.. ~ , ; - i r ! r it
i ~ , r r , , , ~i I ~ , ~ ~ _ _ - _ ; Seeding Matur>° Z .PROPOSED SILT / ~ , ~ , ' .~T.. - i I ~ , ~ r 'r 1 Spades Rate tore ~
~ f ~ , ~ ° ~ s / , , ' I ~ ~ f f SEIkMENT BASIN #3a\ i , r , \ ti \ i I ` .............".I`•ENCE,TYP.. , , ' ~ ~ / -fir l r l~ ) , I r ! II ~
r ~ , 1 SEE~TAit ~ 1 •.•...1.~.~.•.~........... . ~ ~ r i y~~~, ; r / i` ' Rye(gren) 120 ~ . . a .-r, + ~ Annl~l bspeaeza cKobe in Piedrtard 50 ~
~ / r r / i F ~ r i , r r ~ ; ~ - _.Y ~ - I tnd Coastal Plain, Korean n MouMans) o
r r I ~ , ~ I 1 , . , r , , r I . . . . . . . .1, . ~ I f ' ~ r' ! I . ~ Omit arxarl hsptdtzt wMn duretion of bmporary cover is not to exbnd
r , ' i ` June. . ~ SEDIMEbiT IN ~ r , ~ _ r _ bayed w
~ ' + ` TEMPOItA D~VERSION - ~ ~ r ~ ~ ~ • ' - ~ DITCH P. E DETAIL ` ~ ' 1 ............•L"I. , SEEDEfAIL ~ , ~ r 1 r ! ~ 0 ! II F r ; ~ , ' I Seeding dates o r I
TYPICAL LIMITS OF + , ,1 / 1 9B , . ;TOR.1'0]NS]'AIL ?JORTHA~IIERICAW. ~ .I .I ~ , ~ r i ~ r r ! 1 I Mourdains - Above 2500 ft: Feb. 15-May 15
DISTURBANCE i , ` - ~ ~ ` 1 0 , • CONITRACTOR T0]NIS]'AIl l ~ \ ~ _ I ! , , ~ • ` - R . ~ • GREEN S-1901M1'H'STAF'LE , ! ~ ~ IST. ~'Q\ R 1'~ IMMEINATFLXAFTfiRFIl10 -1901MTH'STAPLE PATTERN''B»....:. 'r . ~ r r ' , ~ r J' r r, r r I II Bekw 2500ft: Feb. taYlay l I...... • r• ~ I I I r , + , , , ~ r I I Piedrtant -Jan. t-May 1
r + ~ ~ , ` \ - L S, TYP. f j•' •'COMI',L1;TE RND'sSL.OPIiS AH fFLX AFTfiR FILL OP6RATI0N IS • • • • • ~ ~ r r r ; i ' ' r r r I I ~ i , r , Coastal Plan - Dec.t-Apr. 15 fERND' SARESEEDEI~'PER" " ~ (i' r r r r r + ~ ~ + 1 . f , ~ r r , r i c, ' r , , ~ r , II
- , , , 1 ` : • •THE SPECIFICATIONS.~+-^ ,".IFICATIONS•..... ~ ' r r ' r r i i t II
i ~ , ~ ~ + INSTALL DITCH ECKS ~ 1 \ 1 ~ + . i ~ EVERY'~00 Lf, TY ~ 1 ' ' ' ' Soil amendments ' ' ' ' ' ' ' ' ' ' ' ' t ' " ' , TYPICAL LIMITS r r ~ r
r , ~ , SEE D€TRiI ~ , ~ . ~ i . b ~ r ,r ~ i _ ` I : ; , ~ II Folbw rewrtrrlendations d soi tesffi or apply 2,000 blase ground agridllWnl • . • . • • . ~ . I. ~ i o TURBANCE i i , i 1 ~ ~ ~ I ir' ~ INSTj~C~ DITCH 1 wneaana tnd Aso Iwtcre to•1o-1o felt~ar.
! \ , , \ t. . , 1 ~ ~ ~ ~ r' ~V~RY t00 LF, T1lP. I , I ' II
'I' 1 r r r r ~ j' r' SEEDETAII / , 1 ~ MUICtI iii i W
, I , Y / ,..1?ROtf0~,0StL7...... . , r \ ~ ~ fENCf•T'Y~'~ . l r i i ' ~ : ' Ir ' r ; ; ~ I ADPb 4.660 bhae straw. Anchor straw by tackkrp with asphtk, netting or a Jl F ~ SUY ' I r r ' 1 , r ~ / ~ / ; i I I I muk~l tnCholinp tool. A disk wih bbldes set nerdy straight qn be used as V m Q uj o ' ~ ' I i , i r ' 1 t rtalkh anchoring tool. O p ~
/ ` - TEMPORARY DIVERSION ` ~ 1 1 \ ~ I I 1 i r (n Q r 1 r' I, ; r I ~ ~ N Q N • ~ t I-
BLOCK AND GRAVEL INSET ~ ~ • • ` ` • 1 1 DITCH(TYP.),SEEDt-'_7AIL 1 ..I.'.~.. . I 0 CTION TYPICAL', ;i, ` ~ l.f....~..~.•.....~.•.~.~.. . r / ' r ~ ' I I; 1 1 , r ,I I ~ II IJ,1 U Z ~ \ ...L!• ' + ~ I r ! I Maintenance z ~ ~ o r . ~ INSTAL4`DITC CH CKS i ' ~ ' ' ' I I ~ Q W ,
't ' SE Tt41L ~ / \ / ~ \ \ \ ~ ~ ..E • GVG . . i ~ I , , r ~ 1 Referh'rme IT OtNlll IS rat N ad uah. Reseed, rehrtiTmt and rtaltctl iln- ~ J ~ g6 ~ , , , , , I sal N ~ ~ _ th ~ . I EVERY,h00 LP, TYPt , 1 j , I , , , r , 1 I ~ O ~ ~ !L p
1 REA...' ~ . SE r ' r Ir ~ ' r r r I I mediabytotiowkgerosknorotherdemege. ~ ~ o TO~~......... ; EDETAIL, 1 , , , I li a
-with. ~olsT ~ r ~ r 1 0 s ~ ..X ~.1. r r r I I I avn~ ~IRO?~M. , " ; ; I ; TEMPORARY SEEDING SCHEDULE -SUMMER
I k / ~D f - , - - . ~D ! ! j` f II I i , I I I f j l ~ I I I i i ! I, j ~ , I I r l I 1
I I o - I ~ I . , r i 1 ~ I I 1 r Seeding mature
` rr r i I II i I r j r Ir + ~r I Spades Rtte (bftae)
, ' 1 ' --t-_'---- - \ i ~ INSTA L'DITC~1•CHECKS......... I I - , ` . rr ~ I ~ o I / I Gemrn Hier 40
' ~ ~ , + . E4~RY t001f,. ` + ...SEE I)ETAII . . , 1 r. , ~ ~ , r I I II 1 i i , , i , , r a r 1 ~ ~ ' ~ ~ r ' ' I In Mre Piedmont and Mounhils a snnq-stemmed Suda toss rre be r r , , , , r l ~ nA Y
l \ ` I ~ V I~ I , i I , I r l ~i , I I 1 substituted tt a rah of 50 IhJtae. l 1 ~ W ,I , , I , r I I, I ,
, t ` - 1 ~ ` , Ir , ~ ~ 1 , . ~ . . . . . . . . , , , ~ ,1 , , ' , 1
, -1 p ~ , , , , ; ! I .~.PRdPO§fCEN10DULARBCOCK•.... + I I I I I, Seeding dates ~ AR BCOCK ' ' 111 I I r I I
~ , ~ , ~ ~ , , I I • RET•AININGiNALL•, KEYSTONE• , 1 ~ ti J ~ , I ~ + ! ~ . . •t)R AP ROVE!)-E.f2UAl, S~PJA~ . , {EYSTt>rIE • • • • . , ~ ' 1 , ~ + i I r , / I I I Mourdakrs -May 15-Aug. 15 ~ 1 r r 0 rr ' t= ~ ~ i + i ~ I l ' Piednant -May 1-Aug. 15 IlAI, S~PJAi~".... .
1 ~ ~ ~ , ~ ' + ..TO'PROVIDE DESIGNT81' . ' ~ , _ , , ~ r t I r ' r f I , ' ' Coastal Plain- .1 .15 M 91T8Y - - / i , l r I I , 1 1 , ~ 5•Aup
I ' 1 l • • •REGISTEItJ:D NC ENGINEER . I I ~ ~ I ll I i ~ ,1 1 1, 4 1 I I 1 ~ ' ~ t 1 l 4 i` 1 sir , NGINEER . ~ r / I r I I ' r r I ' ,
' , ~ 1 ~ - I I Soil amendments Q,y ~ • .0061 .ENERGY . / i ' i ' ~ ~ 1 ' + r i Folbw rocomrrondttlons of soil fists a a 2,000 blase round
PROPO D R ,r ~ I , r r I+ r I I ~ g ' DISSI, A COI~I'OU ~ , I + I , I I , r I agricultural hrrestorle and 750 blase 16.1410 fertifzer.
! i ` .I , y„/' PAVt ~ ,ti ti ~ ,t .i..!.'. , ......SEE Mlr'*\ ~ , I ~ ` FUTURE B- I , ~ s i . , ~ ~ ~ AREA. TYP. li ~ i ~ ~ j ~ ~ . • SEE A14 i _ _1~IN~, NP. r• , rr r ~ r r r 1 I ' O r , r r 1 . / , ' ,,i , ,Y , r r / r r ~ , ~ / / , r , ~ I I I 1 MLI~t~T
r 1 , r / / / / , r , - I ~ / r I ~ , / r' • rr / i r ~ ~ , r t ~ J Apply 4.666 bhae strata. AnG) ar SrraW by tatklrlg WIf 18~IF18R
. . ~ _ , ~ r ~ ; rr r I netting or a mulch ancflotilg Fool. A dsk with blades set nearly 0 r ~ f' ' r I I a
• • , + r3" / r ~ / ~ 1 / ,r 1 r + I , strai~lt an be used a an tnchorng bol. ~ ~ ~ •
1. . • / i i i ~ ' / r i % i I 1 1 / r
Maintenance
+ Referti¢e if growth is not fully adequate. Reseed, fertilize and mulch i / r 1 r r r r 1 A.~ :mKdiatey following erosion or other damage. ~
r / , r , r i n r , i i ~ I
?1 I I I ' , - I 1 1 1 I I , r' 1 I I t 1 , i TEMPORARY SEEDING SCHEDULE - FALL
I f r / ~ 1 1 1 1 1 i
1 + 1 1 / / I ~ l r ~ 'r'te i I _..1., ••.~1}' ' + / _ i ' + I 1 Seeding mixture
I Species Rate Qblacre)
' i i : i ' i i i ' I - - Rye (grain) 120
I I I ! I I 1 I ! f I 1 F f r 000

rf Seeding dates ; ' + I I Mountains - Aug. 15-Dee. 15 t If* Coastal Plain and Pedmont-Aug. 15•Dec. 30
EXIST. CONTOUR i t d % ; ; ,
i / LINES, 7YP. i , r p + / / / 1 + \ / 1 1 1 I! I Soil amendments I BLOO(A D GOWEL INLET PRQ7EC 100, TYPICI{L, Follow sod tests or apply 2,000 blaae ground agricultural knle- r 1
p , I r i f I A 1 I A SE AIL" ' / r r % _ , i 1? I stone and 1,000 blase 10.10.10 fertl¢er. ~ / -7]
r' l Z ( Mulch
1 I I I 1 ! / I 1 I , , , , / \ I I / / X N + _ I Apply 4.000 bfaae straw. Anchor straw by tacking with asphalt, 1 x - netting or a mulch anchoring tool. A disk with blades set nea Ii
1 1 Y / + I 1 f ~ I I l l / / I / / ' t I IJ l 1 1 1 ! / ~ / ~ / I ' to ~t-- I I W f straight can be used as a mulch anchoring Fool.
1 1 A V 1 l 1 ' 1 f l l / 1 ! / I l'/ A + 1 I 1 l4 . v , t x ; Maintenance z
, J I X J 1 I I _ , 1 Repair and retertl¢e damaged areas immediately. Topdresswdh
901 + 1 ~I I / I T - - , n 50 bhae of nitrogen in March. ff it is necessary to extend Z I 1 I 1 - n temporary cover beyond June 15, overseed with 50 blase Kobe
Z / - I • / r 1 r I I I V j , x r , r--I I , (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in
_ ' • PkOPOSED SILT 1 1 i i r i- 1 I I 1 i i late February or early March. J I/ r 1 I
' r i • kENCE TYP. +t i ' TEMP l I x I I ° ' Z OR#RY DIYERSICf N ; , X~ 1 I I I L-j I I a / DITCH (-rYP.), SfE DEJAIL O J I I I + I +
~ 1 7 ~ rl x
r 11 1 I I I 1 / - /I / l Ir ' / I1 1 1 / L r 1 ! 1 ' 1 1 --------1 1
I I r l r ' r r r \ / -r , rl I, r 1 1 ,r I x 1 0
OWNER TO OBTAIN PROPER r r i I
r r r ~ ~ r 1 EASEMENTS FOR OFFSITE X----x_x-x X I W
GRADING ACTIVITIES, TYP. /
TYPICAL LIMITS OF DISTURBANCE I TOTAL DISTURBED AREA = 9.00 ACRES
r f 1- I I I
1
I ' I
FINAL DESIGN FOR APPROVAL ONLY
OF 9 SHEETS
u

/ / ~P % ~ I I
/ ~ ~ , / J I I
~i i ~ I I i ~ ~ i ~ I
i ~ / / ~ I / NORTH / I Z
I ~ ~ In ~ / J 0 15 30 60 Z r, In LO LO
Nr LO
i i i/ / J ~ i' i' ~ % I ~ 07 t0 (6
I SCALE !N FEET tn elr ~
I I d p ~ O 8
I ~ c~ C14
i ~ ( m m ~ ~ / / ~ J ~...C ~ ~ I ~C
/
/ . I a a~ EXIST. CLEAN-0UT ~ ~ J I - Q N L _r_
~ I ~ ~ I
PROPOSED TAPPIIN ~ / ~ ROPOSED TAPPING SLEEVE AN , ~ i ~ I J ~ d' ~ 9 ~ I C'i ~ 3
~ VALVE,CONTRACTI 'ACNE, CONTRACTOR T4VI:RIFY ~ I m (p I ~ O
EXISTING L1NF,.S~E PRI ~B~T{! SRDERIN XISTINGLINF,S~E7I~IDTYPE ~ 1 ~ ~ N s . ~ I 7+tA m RI~B~T{1tSR0ERINtiMATERIALS % i~ J N J tt~ to
i . I ~ c~~a ~ TIEdN EXIST. SAN. SEWER TO ~ I W ~ ^ ~
i i PROPOSED SAN. MANHOLE ~1, ~ ~ I I O S2 O 'N
~ v ~ I W t-- N / ' ~ ` ~ COORDINATE VIRTH TOWN OF I ~ O ~ J Z ~ ~ / WAYNESVILLE UTILITY DEPT. ~ I J ~ O . . 00
~ i~ / ~ ~1 / I ~ / PROPOSED 6" ~ ~ ~ ~ \ l + I ~ ~
i ~ / GATE VALVE i / 1 i, I J X 1 p I Z o C O
~ ~ , ~ ~ ~ J ~ ~ I O s t' , ~7 CONST.124 LF OF ~ ~ x J W m Q Q
/r r~~ ~ ~ OO 8"PVC SAN. SEWER ~ I 0) 2+40 ~ ~ r I - J ~ m
76l S.2 ~0 1 ~ - o ' . - ~ 3 ~ a
U • r- ~ , . ~ ~l ~ ,I I
- N S \ ~I ? V 1 • ~ 1
p1G I ~ I J
~ ~ / i • ~S ~ 20' 1MOE UTILITY I J
/~i i ~ .r 2 BENDS AS R QUIRED ~ i ~ EASEMENT, NP. I • ~ I TO AVOID C NFLICTS ~ (BY OTHERS) I I
i . ~ ~ / ~ ~ CONST. 200 LF WITH PR SED STORM 1 ~ I CONST. 200 LF
~ i ~ ~ / ~ 8" PVC SAN. SE ~ ~ ~ ~ / 20' VNDE UTILITY AND SEWER INES NP. \ J ti • 8"PVC SAN. S R ~ \ I J
/ ~ ~ ~ ~ EASEMENT, NP. I I ABAN EXIST. , ` ~ 7 J
/ ~ ~ ~ ~ ~ (BY OTHERS) . PR D 5•UNIT BUIL SAN. S R LINE ~ • ~ o i 'OSED 5•UNIT BUI NG ~ x J ritNta
~ ~ ~ ~ ~ ~ ~ i SEE CHITECTURAL PW • CONNECT TO EXIST. I dt Nl~ ~ Z ~HITECTURAL PLANS FOR F.F.E. =975.50 ' SANITARY MANHOLE I zl ~~~i
~ i ~ ~ ~ BUILD DIMENSIONS ANI i~ ~ ~ ~ ~ ~ ~ i ~ COORDINATION DIMENSIONS A OTHER J a COORDINATION ~ , y
/ i • ! I 3 BENDSA ~ x xl L F.F.E. = 975.50 I S EflUIRED ' O J ~
/ ~ ~ / / ~ i ~t I F.f.E. 974.50 F.f.E. =974. TO AVOID NFI.ICTS ! 1 O ~ i ~ WTI'H PR ST , ~ N I J ~
i ~ F•F.E.=975.50 / i ~ d' EO ORM ti ~ J I ~ _ m ANDSEWER INES,TYP. t I ~'g Val
/ ~ / UII,DING _ / / / PROPOSED IT 8 FOR F•F,E. -975.50 N
/ / ~ ~ SEE ATtCHRE RAL PLANS ~•----~T' ~ ~ 1 I o~ 1 , + I ri k 1'°'
/ / ~ BUILDING DIME IONS AND OTHER o / COOR (NATION + I ~ 4 nleell e " ~ ~ J > S
/ / / ~ et t I / / / / F.F.E. - g7s•`•>0 p ~ ` CONST.100 LF OF J ~ I
/ / / _ ~ I + / / ~ F.F.E. -977.50 ; I 1 I 1 ,i , 8" PVC SAN. SEWER J I ~ 1
/ / ~ ~ ~ ~ ; ~ / / / / F.F.E. = 979.50 I } I I, J ~ I j ~ lyi t y 20' VNOE UTILITY J >
/ / ~ STORM ~ a ; I / / / / I i CROSSING ~ f ' ' ~ _ _ + ' l 1 EASEMENT, TYP. 1 ~ r
/ / ~ F.F.E. = 981.50 ~ / / y } •'i (BY OTHER I i`1 J o
/ / / { k ; ~ / ``r 1 / CONST,120 LF OF I 2 ~ •'~PROPOSED 14 I _ 6•TEE ~ STORM 1 x i T.- ~ CROSSING ~ I
/ / / 8i PVC SAN. SE~IfER , . j ~ CSC J
x ti Q J I fl
~ N o + V) TE VALVE _ I ' BENDS AS REQUIRED I
/ P ~ IONS ~ f.G SERVICE LINE SIZE t Y ~,,1~ r-- '1 I TO AV010 CONFLICTS J
/ / / / S~~pIN~ TION t , r.r ~ Z' 0 / / AND LOCATION BY ~ 1 .~..i S / / ~ OTHERS. TYP. v, -l-.;w ~p 8 ~ 1 ' ~ WITH PROPOSED STORM ~ I ~ J OI ` .I AND SEWER LINES, NP. I
! / / f E s8~ ~ ~ / / r ' F ~ ~ . Jam' I, xI
/ ` - CONST. 40 lF OF I I~ ~ ~ I J • . \ ` S'PVCSAN.SEWER J
i ~ ~ > i . , / / ~ ~•s9~ t i ~ / L fF t , 1 1 ~ I J
• ~ ~ STORM I Z
/ / ~ .......T. ~.p0 ~ ~ . ` f ~ . ~ =9~~° • • • • •T4AVOIDCENVFLICT3 • • • ~ , CROSSING CONST.66LFOF I J rn ......~.{fYiTF1~P.ROFOSEtSS'f01~i1~.~.~.~.';~.'. 0 ~ ~ tfi B"PVCSAN.SEWER I
AND SEWERtINES,TYP: O ~ J I ~ I I ~
r i I 1 , CONST. 64 Lf OF ~ PROPOSED 6' TEE I 8"PVCSAN,S I
~ / / ~ ~ ~ ~ 4` GATE YAL . • ~ I
/ / ~ J CONST.14'ltF I
/ ' 8" PVC SAN. S R ~ ! i . . / 1 Y° / / / l ' . j ~
/ 1 , ~ CONST. 6" FIRE I j - . •N STORM BENDS AS RE72T11RED-'~--~ ~ I O CROSSING 17 TO AVOID CONFLICTS J
/ ~ 8 ` ~ MIN.10'SEPA TION ,HYDRANfA BLY( ~ / ~ ' ~ ~ SEE ' $i ~ . , DETAIL ,
• • - ~ O YVITHPROP0.5EDSTORM I . CONST. 710 LF OF AND SEVYER LINES, TYP. I
\ p1 , I o ~ \ ~ • coNS~ 11o LF OF ~ . . ar Pvc SAN. SEWER ~'--~»•-,~._...,T f I u
d~ @ ~ , - s • 8"PVC N. SEINER i ` . 0O ~ 11 • ~I n 1 PROPOSED TAPPING SLEEVE AND
f J ~ - / ~ f; PROPOS D 6" "r ~ ,
~ Q c ~ 7 ~ g l ~ ~ 5 ~ ~ i ~ GATE V , + ~ VALVE, CONTRACTOR TO VERIFY a 11 ' ~ I EXISTINGUNESQEANOTYPE p
~ 0='~ a i ~ STORM 1 • • ~ I ~ s ~ , J PRIOR TO ORDERING MATERIALS ~ y i + N6 ~ • ~ W ui N j I
~O 4i ~ CROS~NG ~ ! i ~ 15YNDEUTIIITY ~ I 1 Q~ i lAl~ p0 ~ EASEMENT, IYP. , . . zu.~ u: 1 S I ,I I
OO ~ ; f~ f .f • ~ (BY OTHERS) , . 6 0 \ ~ P~.~R I , -~O ~ 1 BE DS ASREQUIREO M I _ ~ s o 1 T AVOID CONFLICTS I I
p 0 Q ? ~ \ i 10~~ a 2-- 1 ~ `I PROP05EDSTORM w m j~p I ~ u: ~ t
g 3 ~ ~ ~IpIMG pl 1 1 . . BENDS AS QUIRED B 0~ . ~ Z i` 1 A D SEWER LINES, NP. li ~ o 'R , I a
\@ ' ~ TOAV0ID C z~00 I 1 I p ~ t 1- ~ ! J GATE VALVE p~ a 1 ~ ~ - I
i WITH PROP ED STORM fF.E ` ~ t 00 1 \ 4' i :888• ~ 1, ~ 1 . ~ ~ AND SEWER IVES, TYP, f F•E• ~ , . W i' I ~ I I rf ~ ~ ' I lu m i U a 1 I O r ~ I
_88.00 ~ 1 ! . ~ Y t ~ i n 1 I I ~
~ i ~ Ff~' 8 I ~ p~ CONST.115 LF OF ~ T • . I ~ ~ m + a W o I p I LL ~ 1 ~ O I~ o c~ q W gg/
% It ~ PVC SAN. SEWER f a ~ ~ w- 1 I t + { ~ N v! 1 N I li W~~ ! I ~ W H r
~ O II ! I Z tU } to 4 M r ~ "1 Q J J_
~ ~ + ..E • . 8" FUTURE CONNECTION TO PROPOSED + , •py~~~ CONST. 4" D.I.P. ZO•UNIT BUILD( 4 ~ • • ~ a i I z I I ~ p c~ ~ ~ o ~ o ~•~:ANp u $ a W o I I ~ ~ v- O
r NG, COORDINATE WITH I ~ • •~A TI WATERLINN, TYP. PLUMBING DRAWINGS FOR PIPE SIZE ~ I • • ~ . TJ~AT'1pN WCI'F r ro lu I r N W I Q.
6" SAN. SEINER SERVICE AND LOCATION i ; ~ ~ - • • • • • • ?I,A~3 AND ~r;'o~vPa~ 'sQUnvoX .~JRBEp; . LL ~ I m I ANDI~~ I~IYIRq,' ! u ;
196 MIN. SLOP SEE DETAIL I ~ • . ~ ~ s ~ INDIVIDUAL UNIT CONNECTIONS ~ 0 ~ ' . I C T. 215LFOF ! ~ I !
BY OTHERS ~ MIN.10'SEPARA ON ~ i - r ~ PVC SAN. SEWER LL i i I J . 20 WIDE UTILITY
f SERVICE LINE SIZE ~ . , I I .EASEMENT TYP. ~ I. i ( I I Y OTHERS ~ ~ ~ +
AND LOCATION BY ~ ~ 3 ! \ ~ i' . ~ j t ~ ~ I ; OTHERS, TYP. , ( . f j I ~ ~I, r I
+ ;E ~ , / ~ CONST. 57 LF OF ~ ~ ~ - ~ ~ . m- a ? ! 6" SAN. SEVtER SERVICE I I
y # 8" PVC SAN, S PROPOSED ! ~ . . ~ 5T'f~tl v, ~ 1~ MIN. SLOPE, SEE DETAE i CROSSING 1 ~ ~ ~ INDIVIDUAL UNIT CONNE I ~
$ ? g~ ~tM~1T8 ~ ~ I I ~ _ o ~ B11fL01 RECTURAL P S FOR t I . lu 1 I I I tr al I ~ ; 8Y OTHERS ~ I I ~ J
o t ~ G D1MlENSIONS qpp p 1 ' . a t COORDiNA THER I; ~ EE I".-----, TION f W ~ I N ~ r, I • p~Y " 1 i I I I I
~ 1 i t S I
a t 1008.00 1 + ._`.1 f,.. J , ~ ~ • d t F.F.. = (004.00 F 1 ~ I .
t 0 fit CONST. 40 LF 1 ~ F.F.E. =10 .OD 1 j i 1 ' . ti yi` 1 i ~ a~ 1 Z~ Q 1 QW ~ ! I T
8" PVC SAN. S R .F - ` ~ i 1 ~ c ~ ~ .E. - f001.00 ~ ~ t . . aw a . . :g ~ oZ 1 ~ nLL~ III ~ o 1 ~ + coo f I ~
0 ~ , t ~ . au.~. o I ~ ( + ~ z ~ ~ o I U a' 1 z I I ~ W + Itto ~ I o W ~ ~ LL (h ;j 2Z N i I O
zoDO r ; ~ ~ 8"SAN.SEWERSERVICE , i I • o a M i 7 ~ 196 MIN. SLOPE, SEE DETA t . z ~ I J . SEN v,~_o +y o a<z --~J_ N tOO k I m 0 4i L
; DS AS ~Q6 m a ~ 0 w ! ( !INDIVIDUAL UNIT CONNE IONS( ! • • -BENDS AS ii~QUNtED . V"$" I M ~ ~ ~ ~ I LL. ' TO AVOID OONFCICIS" ' ONST. ~ LF OF ~ 1 ~ p ~ li I I
~N l ( ~ ~ BYOTHERS 4"REDUCER, ,'•TOAVOIDOONfI ¢ ! I I NSmON TO t • • WlTli•FROPOSq i 0 Z ~ t - 8" PVC SAN. S ~ ~ 1 - ••VVITIi•FFtOPGSED~STOftdA EWER a W ~ ~ 1 I ~ J I W 1 o~W& ! ~ ~
0 ~ _,L, ! 4" WATERLINE 1, i K~R•SE~R LTN~ l_.__ . ~~R~~4ERl.1WES,'TYP, `0 m W ~ ~ $ i g o Q
W O j O<? tl ! ~I II
?Z n I T1p 19 18 i a w w 1 I im / w - I I ~I
awe u: co u: CONST. 36 LF OF 1 I
N D CONST. 4' D.I.P. 4" GATE - _1-._1? I _ 8" PVC SAN. SEWER r b
% % TERMAIN,TYP. VALVE c~ T,
STORM SERVICE LINE SIZE ° 1 !
CC IST.184 LF OF t CF 0 8" 1°VC SAN. SEWER CROSSING a ' + I - AND LOCATION BY
COLT. 6" D.I.P. WATERMAIN TYP. OTHERS, TYP. LL t S
w I ! LLt - - w ( I +
U. p~~ ! i CONST. 8" FIRE HYDRANT I-_ D SIT BUj A SE LDI SSEMBLY, SEE DETAIL f O
E ECTURAL PLANS 15 > BUILDING OR ~ ;WNStONS AND OTHER
RDINq TION PROPOSE
SEE D¢UNIT BUILDING ~ { PLANS FOR 8" PVC SAN. SEWER T. 71 LF OF I ! I I SAN. SEWER
DING OI (CONST. 77 LF OF BUILARCHI MEN AND F.F.E .100450 i _ ONS OTHER ( + i
F.F.E. -1008.00 J COORD NATION i F.F.E. =1008.00 ' ' . I X-------X j ! Z INC
F.F.E. =1004.Op ~ . F.F.E. =100200 PROPOSE
F.F.E. = 999.00 D -UNIT 8U! F.F.E. =997.50 SEE AROHI ~ P LANG ~ I
BUILDING DIME 10 LANS FOR X ! ~ + 0 R PRO~OSJED 34JWIT BUI!NG _ + <
C00INS AND OTHER NATION ER SEE A ITECT f I 3 J ORAL PIA OS FOR ~ J I BUILD I
7 DIMENSIONS AND OTHER + J + COORDINATION ' f 3 +
F.F.E. = g88.00 X f I I f f
F.F.E. = 988.00 F.F = f L 4 .E. s94.s0 x I y f I I L + r
t + I F.F.E. =995.50 f I
F.F.E. = 996.50 ( - ! I
X + I L J I
X. + + I I
y I I
_ X X I I
X ( . ~ I I
ALL UTILITY MANHOLES, PIPES, FITTINGS, VALVES, METERS
I + FIRE HYDRANTS, ETC. SHALL BE IN ACCORDANCE WITH I
I TOWN OF WAYNESVILLE STANDARDS AND SPECIFICATIONS
I
6
FINAL DESIGN FOR APPROVAL ONLY I
OF 9 SHEETS S

+Z
~N
1010 z ti~ 1o1a ¦ ~ as ~
N ~
_ _ - _ _ SANITARY SEWER STRUCTURE SUMMARY = ~
r ~ 1 _ _ L W
N ~ ~ l1\
~ 1005 ~ _ ~
1005 / _ _ _ _ _ _ _ 1 2 3 4 ~ X m $ QQN
. _ _ _ _ _ _ . - ¦ ~ Z tL ~
~ SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE ~ ~ rn _ _ _ . - - . - - _ _ N = 6359.93 N.= 6161.96 N = 6157.77 N.=6018.80 - ~ ~
_ . . - _ _P.R OSEDGRADEAB .E__......__ T ~B .E__......__ E=6187.62 = _ _ ~ rn ~ ~
C!L 0 SAN. SE4UER ~ 7 E. 624026 E. 6364.18 E. 6403.30 ~ ~
1000 - RIM ELEV. = 9 _ - - Z c N t 7550 RIM ELEV. 977.00 RIM ELEV. - 973.75 R1M ELEV. - 981.E ~ ~ ~ ~ _ . _ _ _ INV. IN =967.00 INV. IN =968.20 INV. IN =969.00 INV. EN = 97520 ~ nj ~ 't3
_ INV. OUT =966.80 INV. OUT =968.00 INV. OUT =968.80 INV. OUT = 975.00 ~ ono ~
...1.........._._..... - _ _ _ _ . _ _ _ ~ r: N ~
6 9 z ~ ovD
O
996 995 =
. . . _ _ 5 6 7 8 z X a _ . o W ma
_ _ _ _ _ _ . _ . _ SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE 'i m
EXISTINGG E~ / - s - - ~ ~ ~ N.- 5919.38 N. 5852.29 N.- 5857.80 N.-5887.71 r-
_ / _ _ _ _ _ _ _ _ _ FSAN. _ _ _ _ ..-C1L0 S WeR _ a . _ _ E =6459.81 E ~ 6557.78 E =6617.69 E =665120
890 990 - - _ _ V RIM ELEV. -986.75 RIM ELEV. -994.00 RIM ELEV. -998.75 RIM ELEV. -1002.00
_ _ _ . .,to 5 } INV. 1N =980.70 INV. IN =987.74 INV. 1N =98,4.50 INV. IN =990.20
/ CONS .184LFOF8'PV _ _ _ _ _ , INV. OUT =980.50 INV. OUT =987.50 INV. OUT =989.30 INV. OUT =990.00 SAN. _ _ _ R~0.5496 _
1 CMP _ _ . _ _...._..CONS .40_LF. OF.B'..PYC..________ . . _ . SAN. R ~ 1.2596
i 885 9~ ~ ci c
~ C / 8 T.57lFOFS'PV 9 10 11 12 . _ - 8AN SEWER ~ 2.80 % _ _ _ ~~H~ ~Hy~~ ° °z
CONST.115 OF 8' PVC _ _ ~a t ~W 5 aF s' PVC SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEVER MANHOLE SANITARY SEWER MANHOLE ~ W ~
_ _ 4 SAN:SEYVER 5.'91.91-. :R 5.'91.91-....... _ . _ . ~ ~ ~ N = N ~ 640423 N =6349.59 N = 6318.73
_ _ ~ A E.=6669.43 Er 6357.26 E = 6398.00 E =6618.86 -3
960 ~ - - RIMELEV. - 995.SE} ISM ELEV. = 979.50 RIM ELEV. - 977.50 RIM ELEV. =983.00 2 W
. _
_ ,_PROPOSEDG_ DE ABOVE_.._.. _.2...._._..__.---...__. _ CJLOFSAN.S R 12'MI .COVER, ~ INV. OUT =991.20 INV. IN = 910 I i = ~ ~ ffi .20 NV. N 971.20 INV. IN = 974.20
' ` CONST.110 LF 8" PVC _ _ __TMPI t _ 3 . / _ _ ~ - - _ SAN: SEWER ~ 4: _ _ INV. OUT =970.00 INV. OUT = 971.00 INV. OUT = 974.00 ",3~ ,.yy,~ _ _ K 6A ~
PRO ED 5' ~IaAI 11 t Y
WATE NE / 975 6 ~ 975 13 14 15 ~ °
- .y. _ _ 16 , g 4
SANITARY SEWER MANHOLE SANfTARY SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER MANHO
i - _ _ _ N.=6315.45 N.=6312.83 N=6232.38 N.=6413.41
/ 18" P _ . _ _ ...-...CONS ._142LF..OFB'.. _ _ . _ _ . E =6667.20 E = 6707.14 E.=6699.98 E =6400.73
SAN. EWER ~ 42396 970 RIM ELEV. =992.25 RIM ELEV. =992.50 RIM ELEV. =989.00 RIM ELEV. = 985.00
970 . _ _ _ . . _ _ _ _ . _ INV. IN =982.70 INV. IN =984.47 INV. OUT =985.01 INV. iN = 976.70
; r,, _ _ _ _ . _ _ _ _ INV. OUT =98250 INV. OUT =984.27 INV. OUT = 976.50
~ ~ CONST. 20D OF 8' PVC CONST.1 LF OF 8' PVC - ~ _ _ _ .SAN: SEINER 0S0% SAN: R ~ 0.50% _ _ _ .
9~ 17 18
965 ~ ti
SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE
_ c _ _ _ _ _ _ _ CONST.1 LF OF 8' PVC scaLE: N =6471.01 N =6458.&4
SAN. SEWE ~ &87'b _ _ - - - _ _ _ _ _ _ 1' ¦ syERT. _ _ _ _ _ . _ E.=6439.10 E =6633.06 ~
RIM ELEV. =993.40 RIM ELEV_ = 9A8.40 ~
960 ~ INV. IN =984.70 INIT.OUT = 9®3.00 N
..._....._8„D.I:P: covER _ _ _ _ _ _ _ _-S -NtrTARY_ ..EWER- - OFiLE . 1NV. OlR =984.50
ISif_SS. 3fTT0___ . .__.._.__.n_`~i _ _ EXIST. MANHOLE THE TOP PIPE
INV. •95828 . _ _ _
9~ 1os~ao 110+00 111+00
100+00 101+00 102+00 10300 104+00 105+00 106+00 10700 108.00
I
0
w
~ ti ~ m a W o
1000 100D rn Q o Q
G~ W f'N 1000 1000 Z Z ' U } 18..__._...--- ~ -Wi Q
D O ~ LL ~ _ _.EXISTING E~-_._._ . ~ ~
CJL Of SA . SEYUER , ~ p d.
~ i~
P SE CONST. 77 OF 6' PVC ~ ATERLINE SAN. SE X0.70% ~
995 ~ ~ 17
14 _ _ . _ . 13 _ .
- _ _ "PROPOSEDGRA EABOVE _ _ _ _ .
15 990 ~ C1L OP SAN. SE R .
990 Opp
_ ~ w.

. _
. 985 ~ 215LF 8' 18 , _ _ SAN. R ~ 3.8696 .
12 . ~ . _ _ 985 O88
PROPOSED _ . . _ _ _ - - _ . . . _ , PROP03ED6._._. / WATERLINE _ _ _ .
WATER ROPOSED GRA ABOVE . _ .
OFSpld.B 'V
~ :c>`
--a, %,mr 980 980
. 12" MIN. _R . / CONST. 96 OF S' PVC SAN. SEWER 4M% . . _ TYPICAL
10
/ 1S CNIP EXOTIN0 DE it ,gam
FCJL OF SA SEWER , _ _ / C . 45 LF OF lr VC 15' CMP SAN.
SEVIIER 18. % . 97S
975 975
r .
220 LF !Y PVC 970 T 40 LF OFC F VC HEYYEk~@"1$...16
970 / SAN. SEWER 1. 27 % 701 SA 9 970
CONST. 84 OF r PVC
SAN. SEWER 12511
965 ooor 9&S 905
CONST.1 LF OF $ PVC
__-SAN: S R @111.72% _ UJI
960 oco aao
soo.ao ao+.oo 30zao aa+.ao 304.ao J U.
SCALE: EXIST. MANHOLE
INV.=958.28 !-50'NORIZ - 1' = 6 VERT.
955 a
200+00 201+00 202+00 203+00 204+00 205+00 SANITARY SEWER PROFILE
LINE "C"
SANITARY SEWER PROFILE
LINE "B"
FINAL DESIGN -FOR APPROVAL ONLY 7
OF 9 SHEETS

I
A TEMPORARY SILT 6' HT. CHAIN LINK RNU J
DIVERSION DITCH FENCE, SEE DETAIL R1W VETLAND AREA 40' RIGHT-0F-WAY
SEE PLAN PROPOSED ROADWAY ROAD RIW EXIST. WETLAND AREA
WEIR LENGTH 10.5 9.S 9.8 S 5 6"
ry ~ SEE TABLE g ~ PLANTING SIDEWALK I 1 STRIP I
r-TOP OF BERM 2 c~E~. = 575.UG Z ~ s" r 1sQav1:MENT r I mao
~1 ~ PROVIDE PROVIDE STEPS 12" O.C. S I T BITUMINOUS 6" Z ~ ~ LO qq,
z PER NCI ~ MAX. SIDE PER NCOOT STD. 840.66 TYPE S9S6 • ~ ~ I Z N , . SLOPE 114" PER 1 ~ (D t!7 LO
SLOPE = COMPACTED _ T0112" PER 1' (TYP,) I . CONTROL ELEV: -973.30 C ~ 6 LO
YNDTH 2:1, TYP. EARTH . ~ ""!'€s,..s;°.,; ,s,^ az: i 5' x S PRECAST STORM BED, DRAINAGE STRUCTURE S-15 4 1 H I~ p "qE
/%~.//.~/jy BASE SECTION _ Y\\414 cU'. }Sn ~~;o~ ' - © U N 8 N
/ \ • ~ ~ d, c• ---TO S-14 3.15 8" CRUSHED t C 0
66 F ~ iN; L OF ` INSTALL 60 LF OF 6" AGGREGATE BASE 4"THICK CONCRETE SIDEWALK, • • •L, WELL-COMPACTED MAX. SLOPE ~ 5 % (1 f20'), ON p X W
~ 47' CMP ~ UI' UNDIS1URBED FlL1ER FABRIC / UNDERDRAIN ~ MiN.1.0% SUBGRADE COURSE (CA,BC) WELL COMPACTED SUITABLE Q p SLOPE WITH 12" COVER MAX. ¦ Z LL C Q LL C
GROUND uNE Sl TYPICAL. STR ETTREE SUFFER SUBGRADE, PROVIDE EXPANSION „ E AND CONTRACTION JOINTS AS ~ p O C O CO
CLASS B STONE 4'-0• Mik - SPILLWAYAPRQN • 1 TREE PER 40 LF REQUIRED REQUIRED 'j ~ INSTALL 60 lF OF 6" ~ N tr 3 C t-- m
TO S-94 m UNDERDRAIN ~ MIN.1.0% TYPI A " N " R ADWAY S ~ ~ ~ Nr
INV. =968.00 SECTION &B i C L LA E 0 ECTION CLOSED DRAINAGE Z SLOPE WITH 12" COVER MAX.~r ~ ~ N N 1 LO ~N~t
Jib; !N' • NOT TO SCALE ~ ~ d' V d' V w
NOTES: W ~ ~ 10' W aD ~ co
COMPACTED 1, 'I}#S SEDIMENF BASIN IS TT) BE USED WI1H DRAINAGE AREAS NOT EXCEEgNG 50 ACRES. SECTION VIEW C1L ~ N . Z N CO
USE Z" EXTENDED BASE ST01~ OUTLET ( . O
SPILLWAY 2. REQURED SEDIMENT B,4SIN VOLUME =1800 CUBIC FEET PER D15TURBED ACRE. AROUND BOX FOR STONE SPILLWAY ANTI-FLOATiON 6" CAP ON UNDER DRAIN ~ ~ ~ WITH 1' ORIFICE AT INVERT PLAN VIA RAN I x p O
APRON A 3. MINMUM SEDIMENT BASIN LENGTH (FT•T¦ 2 EST~OF SP1~L WAY. BpSMLENGTH~YODTHMEASUREDA CR ' 40' RIGHT-0FaNAY ~ Z p ORIFICE ELEV. =968.10 0 m
PLAN VIEW I W m . a>' Q N
CONTROL STRUCTI STRUCTURES 15 DETAIL o ~ ( PLANTING SIDEWALK I • F N H
SILTpVERSICNg1OH SURFACEAREA CARRYCLASSB OgdSTRUCTBASWOURETSPILLWAY I STRIP - ~ d NOT TO SC~41.E ( 5 18' PAVEMENT 1' (
SEE PLAN REQUIRED - S1ONE UP SIDES ~ WITH d = 9' STONE, MINMUM NOT TO SC SEETABIE OFSPIIIWAY 6" i
TOP dF EARTH BERM ELEV, EXTEND S1T7NE APRON ( 7' BITUMINOUS
UP DISCHARGE CHM~EL ~ SIDE SLOPES ' NPE S9-SB
ROW SPILI.Vi91Y ELEV. ~ - - ~ 2 R CU1SS B STOPS APRCN 114' PER 1' PADLOCK SLOPE HASP TO 1J2" PER 1' (TYP,) I
~\/i\/\ \ \ DEPTH, SEE TABLE 1 MIN. TFBCIC. ~ 1.5MAX. 10'-0" MAXIMUM•6' FENCE 'V _ ~ l eti ~,a ti ro'K' < 'mRW< c .r~:.:. -d,k .c.~ew.i~.
• STOPS DIAMETER . \ 12'•0 MAXIMUM-4 8 5 FENCE (dZR~
3:1 EXCAVATED SIDE 4' THICK CONCRETE SIDEWALK, ~
SIOPE,MAXIMIItii ~ „ y ~ ` y / ~j CRUSHED MAX. SLOPE 5% 1'120' ON SWALE ELEVATION AGGREGATE BASE ~ ( N~1NiM 8 WELL-COMPACTED WELL COMPACTED SUITABLE
SEE TABLE FOR SEDIMENT ~ ~ \ \ TOP RA?L VARIES SEE PLAN COURSE CABC S F TRUSS ~ SUBGRADE { ) TREETTREE BUF ER, SUBGRADE, PROVIDEEXPANSK)N r~
STORAGE VaUME READ. . N/~ / 55~ / / / BASIN KEY 7 WIDE x 7 DEEP ROD 1 TREE PER 40 LF REQUIRED AND CONTRACTION JOINTS A5 lie
MAX. SETAMENi00LLECTiON LiNE POST REQUIRED ~ ~ 3
LEVE4CLEAPI BASIN WHEN N.CA.O.T. NQ. 5T FBGH gT~NGTH EXISTING GROUND 118S LEVEL IS REACHED WASHED STONE ON FlL1ER FABRIC, LINE CHAIN ~ n u ~ CHAIN GATE TYPICAL LANE ROADWAY SECTION OPEN DRAINAGE s >g W
~ pp~ LiNK ro LINK P05T ~ ~ °W' ~ ff NOT TO SCALE : " ` ; ~ m
Tn DEPTH MiPL ~rrnac ~ r ~
VARIES IM1H VARIES VN1H DEPTH OF BASIN 1fP-0' MIN. ;1 TENSION iv GATE r~1 •1 ~4r FRAME , C ,
BASINVauME WIRE ''7 \E S C1L n+ : e i
SECTION A-A / ~f,~ ~ i >0 i D U
~i i i i i ~
Nf~ \ \ ' ' 4' ~ ~ 4S RIGHT-0F-WAY ~
B SiN LENGTH WIDTH EPTH_ VO UM ENGTH ~.9..---~- 0 io I
.,e, ~ 1 75 FT. 3T !T. 21 FT. ,,995 CU. FT. 8 Fi. io 7 S S 10.5 10.S S S 7 tt 17 ~ PLA1rTiNG PLAIYT~MG SIDEWALK
2 TO fT. 35 FT. 2.9 Ff. 4,719 CU. FT. ! FT. STRIP ~ STRIP I
FT 36 tT. 3A tT. sos~ CU. FT. a Fi. CONCRETE FOOTING, 3 ~ TYPICAL PouREO I c' t' 18' PAVEMENT t' I CONCRETE CONCRETE LOCK BAR - I 7 BINMINWS ~
RECEPTICLE '
NOTE: LENGTH AND WIDTH ARE GN9J ATTHE SPILLWAY ELEVATION ~ 114' PER 1' i TYPE S958 P I
CHAIN LINK FENCE DETAIL RY SEDIMENT TRAP WITH ROCK DAM TEMPORA . DOUBLE CHAIN LINK SWING GATE To11Z~PERt (rr ~ ;^„i.'l.I V y r~~^ w'1 r i \'4! 0 \h~lw Fi 3... k< d t' ~ Y.•v,'J~ '4fJ~~A..
~ f 6214vc`t t,,2 ~f,F `,.:Z.. ~ ~~a ~~t.,ti`°.? v t'"~'4 :,4 Z,Ft 2~1 ~~,.c•'~ Y~_,t NOT TO SCALE . ~,.i 3 . ~
NOT TO SCALE NOT TO SCALE
4" THICKCONCRETE SIDEWALK, ~ CRUSHED 4' THICK CONCRETE SIDEWALK,
MAX. SLOPE ~ 5'b (1'120'), ON WELL-COMPACTED AGGREGATE BASE MAX. SLOPE Q 596 (1720'}, ON
WELL COMPACTEDSUTTABLE SUBGRADE COURSE (CABC) WELL COMPACTED SUITABLE Z SUBGRADE, PROVIDE EXPANSION STREET TREE BUFFER, STREET TREE BUFFER, SUBGRADE, PROVIDE EJU'ANSiON O
OVERLAP FABRIC COMPACTED EXISTING GRADE pEyyA~~, MIN. 2 FT. TOPSOIL AND CONTRACTION JOINTS AS i TREE PER 40 LF REQUIRED 1 TREE PER 40 LF REQUIRED AND CONTRACTION JOINTS AS fA
REQUIRED REQUIRED
CONCRETEBIOCK TYPICAL "STREET' ROADWAYS ~ ECTION CLOSED DRAINAGE
6'
t~ NOT TO SCALE
~ FILTER FABRIC g, 9' VARIES z
(SEESPEGFICATIONS) (2'MtN.) g • ~ NpNIM MINIM iS
PRIME COAT r ACTED BERM CONCRETE SURFACE g
r~ + COMPACTED BERM i~ ° 6" SLOTTED CORRUGATED Iii . FILL SLOPE SEEDB MULCH MUECH ' NPE ~ ~
I • ~~xfe::. i,~': AFTER CONSTRUCTIG+I PLASTIC DRAIN PIPEAND ~-i I t- CONSIRUCTKMI - 7.0" C
~ ° FITTINGS Willi SMOOTH ~ ~ ~ ~ ~ ~ ~ , • ° WAIL INTERIOR TADS N-12, ~ ~ ~ ~-1 I MIN. I-1 E ( I i 6" CRUSHED
• .,t:'r f ~ F 12• MIN. ° HANCOR HEAVY DUTY OR CLEAN WELL GRAND LOMY III I1 I = COMPACTED AGGREGATE BASE w
~ APPROVED EOUAW --i~•• ::y •s: WASHED STONE 2 ~ y,, t = _ = SUBGRADE _ _ - COURSE(CABC) < 0
UNDISTURBED 7-0• MIN. 314' T01112'
. • ~ti 7:•~:• i i•0.'1'.~? is •i~'.7~'3:~~:• i,Iy t.fr Y,~S;I,~•'~ EARTH 1 ¦ Z a NOTE:
~ ~ 1. T'HI5IYPICAL PAVEMENT SCHEDULE SHALL APPLY UNLESS INDICATED OTHERWISE IN THE
NOTES: SEED 8 MULCH CHANNEL 6'-0" NP. GEOTfCHNICAL ENGINEERING REPORT PREPARED FOR THE SUBJECT SITE COND1T10NS AND ANTICIPATED USAGE.
2:1 SLOPE GRAVEL FILTER 1. MIN. LONGEi1101NAL SLOPE 1.OD% AFTER DIGGING DITCH 2. PIPE LAST DOWNSTREAM 10 FT. OF UNDERDRAIN TO SURFACE USING 6" DiA. NATURAL GROUND LINE 2, TENS DETAIL DOES NOT APPLY 1'0 THOSE AREAS NOTED FOR MEDIUM OUN PAVEMENT. 118" TOOLED
NON•PERFORATED, CORRUGATED PIASTICPIPE (ADS N-i2, HANCOR HEAVY DUTY OR 117' DEEP TOOLED RADIUS, NP. 118'
ISOMETRIC ViEW APPROVED EQUAL) AT MIN.1.00'b SLOPE TO DAYLtGliT UNLESS SHOWN OTHEtt1MSE ON PLAN. TEMPORARY SILT DIVERSION JOINT SEALER FILL WITH TOOLED lERSION DITCH TYP. LIGHT DUTY ASPHALT PAVEMENT SECTION i18"TODLED JOINTSEALFR
3. PROVIDE UNDERORAiN AT LOCATIONS DIRECTED BY THE OWNERS GEOTECHNICAL ENGINEER. RADIUS TYP. ~ Q ui
TEMPORARY 4. THE CONTRACTOR SHALL COORDINATE ALL UP~RAIN CONSTRUCTION WTH THE OWNERS NOT TO SEDIMEM WIRE SCREEN GEOTECHFMCAL ENGMEER PRIOR TO INSTALLATK>IV. LOCATIONS, MATERIALS AND INSTALLATION E NOT TO SCALE 1.1M2' uVj m O Q ~ N a • , a ~ Q w ~ ~
POOL DEyyA~l~ METIiODS FOR UI~ERORAiN'S SHALL BE SUBJECT TO THE GEOTECHNICAL ENGENEERS APPROVAL. a' ~ ~ Z V Qr Z ~ IL1 ILL T n ea. ~ J
PRIOR TOiNSTALU1110N. O ~ ~ ~ O J ~ M O
5. CONTRACTOR TO FURNISH AND INSTALL CORRUGATED PLASTIC FITTINGS WITH SMOOTH ~ p a
s INTERIOR {PIKES, TEES, BENDS, ETC.) WHERE NECESSARY AND AS RECOMMENDED BY THE OWNER'S ~ DISCONTINUE WWF 7' DiSCONTNVUE WWF 112" JOINT FROM SIDE OF
~ MAX. e~ GEOTECHNICAL ENGINEER. PROVIDE FACTORY GASKETED, SOLID PLUG ON UPSTREAM END OF ALL e ~ UNDERDRAINS. i 3" FROM SIDES OF FILLER CONTRACTION JOINTS
o 6. ALL JOINTS AND COl1Pl.N1GS SHALL BE HEAVY DUTY, GASKETEO, WATERTIGHT COIdNECTK3NS ~ EXPANSION JOINT
~ ~ ~ i ~ i= ' INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. GROOVED j , EXPANSION (ISOLATION} JOINT CONTRACTION (CONTROL) JOINT
SEDIMFM 11-~ ~ i-~ ~ I •
~ I DROP INLET 7, AT ALL SPRING HEADS, PROVIDE ADDITIONAL GRAVEL AND FILTER FABRIC TO FORM BLANKET -i ~ ' / ROADWAY / PAVING
WITH GRATE DRAIN FOR FIRST 12 LF. OF UNDERDRAIN. BLANKET DRAIN TO HAVE MIN. D~NSIONS OF 17 X 17X3' DEEP CgNPLETELY WRAPPED IN FILTER FABRIC WITH MIN. 7 OVERLAP AT PROVIDE EXPANSION AND
SECTION VIEW FABRIC JOINTS. INCLU[>E IN UNIT BiD PRICE PER LINEAL FOOT FOR UNDERDRAIN. STEEL OR W000 POST >ST CONTRACTION JOINTS AS O ~4p / REQUIRED
WIRE FABRIC ~L~OG C'y / NCDOT STANDARD ¦ EXPANSK)rl JOINT r
TYPICAL UNDER DRAIN DETAIL 0 GRAVEL INLET PROTECTION BLOCK AN FiLTERFABRIc 4 THK:KCONCRET'E WITH JOINT SEALER SLOPE AWAY FROM BLDG. SIDEWALK MAX. SLOPE ~I
NOT TO SCALE NOT TO SCALE TERMINATE TO MEET 2%TO S% TYPICAL _ '~I ~ - 596 1' SAME REQUIREMENTS All LOCATIONS { ~ i
AS CURB & GUTTER . ,
U r*''~ I -
m Z _ LENGTH ~i EXISTING s s
Io ~ a F ~ ~ Ali II GROUND Q I Lill CURB AND GUTTER TERMINATION DETAI 6'k 6"-Wt.4xWt.4 WELL COMPACTED
~^I zv 1 f I 1=t -1 ' L uauc r ro a cams sno - C ~
4 u-; n PROVIDE END SECTION bUI IROLL SUtSUKAUt r ^ / NOT TO SCALE TYPICAL ALL SIDEWALK (ALL LOCATIONS Q
/ / LENGTH Sa MINIMUM AS REQUIRED ON PLAN r\\17~ \\\~\\r\\r\ r\\ s
RIP"RAP o SECTION VIEW C r s
PIPE APRON EXISTING 6" MIN, THICKNESS ROADWAY ANCHOR FABRIC •tr l FABRIC DIMENSION AS SHOWN
MIN. W=3x PIPE DIA. mom, ASSHOWN MV ON PLAN
NCDOT STANDARD 6. 118" R 2112" TOOLED EDGES AFTER
PLAN %910N \ \ \ \ \ \ \ \ \ 112' EXPANSION TYPICAL COORDINATE POINTS BROOM FINISH, TYPICAL JOINT FILLER & AS SHOWN ON PLANS
?R (9 MAX) JOINT SEALER
FABRIC VARIABLE AS DIRECTED BY THE ENGINEER (6 MAX) GRADE AS REOUIRED TOP AND TO PROVIDE GROUND EXISTING UNDER FABRIC FILTER STONE BOTTOM - SI 1 r2" R APPLY ASPHALT TACK i I I > G~ I~ 4~ b i SIDEWALK ~I ,i I,~Ipl~lfl~, II III~I,, ! ,!III I pIIG Ulih I Ii;l s
APRON SLOPE =096 STRAND STAY WIRES, ANCHOR WIRE FABRIC TO \ T12' SPACING WOOD POST WITH MIN, 4 WIRE FABRIC TO R COAT TO ENTIRE FACE OF ! 11 p~~ I i 3" UTTER 'I7lil! ii,,~fl~, ~ mPI~' I I,IIi~NI~~II(,.II If,~lll: )STWITHMIN.4 G PRIOR TO PAVING I., , i t rIu
} \ \ TAILWATER SEaWN MIN. 10 MIN. 14 GA. FENCING STAPLES PER POE GA., TYP. STAPLES PER POST Bpi i hl itl Iq
ASPHALT PAVEMENT I t i i ~ ICI
PIPE FL04V Esm m SEE NOTE 2
ANCHOR a i~lt
INF& EXISTING Z a \ \ \ \ - - 3 / J r \ o ROADWAY w 0 FABRIC TO LI 144 WIRE WITH I,~ I I
WIRE TIES 1 ° 'hll I~IUI-III p I~
UNDISTURBED
_ EARTH T STANDARD BROOM BRUSH FINISH TRANSVERSE TO PRIMARY CONTRACTION
12' WIDTH FILTER FABRIC, MIRAFI N.C.D.O.T. CLASS I / / ~ / 700x OR EQUAL MIN 0 OR EXPANSION ` WELL-COMPACTED TRAFFIC PATTERNS, TYPICAL TER FABRIC TO BE y 6` MIN. COMPACTED SUBGRADE JOINT, TYPICAL
RIPRAP, MINIMUM o 16" THICK, TYPICAL O MAX, WIRE FILTER FABRIC TO BE
NOIESc i, 3 ,0,0 FABRIC MESH POLYPROPYLENE NY OPENING SIZE POLYESTER OR POLL LYPROPYLENE NYLON, N F O 18" SLOPE FINISH GRADES CYESTER OR POLY a ABC STONE BASE AWAY FROM SIDEWALK Q Z V ~
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE = 36 SQ. IN. ETHYLENE YARN OF HYLENE YARN OF (TYPICAL)
RIP-RAP SCHEDULE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. MANUFACTURER TO HEVATEDN APPROVED BY ENGD MUFACTURER TO BE z PROVED BY ENGINEER FINISH GRADES TO BE FLUSH
PIPE DIA. (IN.) WIDTH (Ff.) 2. STONE TO BE NO.5 FILTER STONE. NDTEK15 & LESS 8 10 1. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOW NOTES: WITH SIDEWALK EDGES, TYPICAL
4CING BY REMOVING AND 1. CURB AND GUTTER TO BE IN ACCORDANCE WITH NCDOT STANDARD DRAWINGS, EXCEPT WHERE SHOWN KLAN VIEW W LZ
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING 19, 9 11 OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGO :TED BY THE ENGINEER. OTHERWISE ON THE PLANS. CONCRETE TO BE 4,000 PSI, AIR ENTRAINED. NOTES: r W
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMANDAND FILTER FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATEI 24° 13 15 REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FEN LAS DETERIORATED TO SUCH .w. 5 OF THE SILT FENCE. 2. CURB AND GUTTER SUPERELEVAMON TO VARY TO MATCH PAVEMENT GRADES AND AS REQUIRED FOR
1. ALL SIDEWALK SHALL BE MINIMUM 4' THICK, REINFORCED 4,000 PSI AIR-ENTRAINED CONCRETE. V
30" 16 19 2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (@ 20% 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST W. 20 23 BE REMOVED IMMEDIATELY. ELONGATION) OF 30NWUN. IN., WIRE FABRIC REQUIRED. STRENGTH (@ 20% MAX. PROPER DRAINAGE. SEE NCDOT STANDARD DRAWING846.01. :QUIRED. 3. CONTRACTION (CONTROL) JOINTS SHALL BE UNIFORMLY SPACED AT MAXIMUM 10 FT. INTERVALS. 2. SEE PLAN FOR SIDEWALK LOCATIONS AND DIMENSIONS.
NSILE STRE IGTH = CONTRACTION JOINTS SWILL BE A MINIMUM DEPTH OF 1-1l2` AND SHALL BE NEATLY FORMED WITH
48° 22 26 5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING 3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STR&OGTH 50Ibs/LIN. IN. @ MAX. 2096 ELONGATION), WIRE FABRIC IS REQUIRE 'ABRIC IS REQUIRED TEMPLATES. FILL CONTRACTION JOINTS WITH APPROVED NCDOT SEALER. LOCATIONS C TIONS WHERE EXPANSION JOINTS SIDEWALK AT JOINMAXAkM 50 S NS BUILDING FT. OR lNTE FIXED OBJECTS. OBfN ANY OtRECT10N AND AT ALL LOJECTS. W
~ 26 35 A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. MAXIMUM POST SPACING = 6 FEET. 4.112 INCH EXPANSION (ISOLATION) JOINTS SHALL BE UNIFORMLY SPACED AT MAXIMUM 50 FT. INTERVALS 4. CONTRACTOR TO SUBMIT DIMENSIONED JOINT LAYOUT SKETCHES ON ALL SIDEWALKS TO THE
IbILF STEEL AND AT ANY LOCATION CURB & GUTTER ABUTS A RIGID OBJECT. TRIM EXPANSION JOINT MATERIAL TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
NOTE: 6. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. 4, POSTS SHALL BE 4 DIA. PINE, 2' DIA. OAK OR 1.33Ib/LF STEEL PROVIDE AN ENERGY DISSIPATER AT ALL CULVERT OUTLETS. UNLESS OTHERWISE APPROVED BY ENGINEER. A DEPTH OF 112 INCH ABD SEAL WITH NCDOT APPROVED SEALER.
ENERGY DISSIPATER TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY SILT FENCE F FENCE CURB AND GUTTER DETAIL TYPICAL SIDEWALK AND DETAILS
NOT TO SCALE NOT TO SCALE 8
NOT TO SCALE NOT TO SCALE NOT TO SCALE
FINAL DESIGN - FOR APPROVAL ONLY
OF 9 SHEETS

Z
00 ~ Z ~ Oo ao to 00 U') 00 d. N U')
¦ OD d• Z N~ ~
L co
o~E
a S O co
D U~ 000
Z tvc
~X~ oQ m
MANHOLE WATERSTOP Z ~ c Z L
FERNCO TYPE CMA OR EQUAL ¦ N p ~ ~ N p' ~
NONSHRINK ~ ` ' ' C7 y 3 ~ TRENCH WIDTH ~ ~ v
~ GROUT ~ w ~ ~ r~ w ~ Z C N J` c N.^
N o` j, iv d~oo Q~~ ~ N Y/ N cc d' -0
d .a ..r~. ~~~F . , ~ t ° a ~ o ECCENTRIC ~ d' ~ g ~ w i / ~ I FERNCO ECCENTRIC COUPLING GO ~ l BUSH NG W ~ L
FLEXIBLEJOINT ~ v0 z J ~ LL z \ FOR CONNECTING PIPES OF W W~ 0 ~ ~ N ~ ~ ~ \ MAINTAIN UNEQUAL DIAMETER, OR ~ ~ OD N QO
o it AT EDGE OF 1.8" ° ~ ~ ~ ~ ~ ~ FOOTING ~ ra x w a o z CONTINUOUS APPROVED EQUAL Y a~ w \ ..r O . O ~ v
r 2' y, ~ti:~ ~ QOo ,y~ m Q p o / ~ FLOWLINE ~ r ~ m \ ~ X p ~ N
\ 14" DIAMETER 23' DIAMETER t X Ot
I I ~ g• N0.3 REBAR N0.3 REBAR ~ W m ~ ~ \ PVC OR m C
I I LL~z ~ z MINIMUM MINIMUM / ~ ~ DUCTILE IRON PIPE J - ~ a ~ io ABS PIPE sc0o \ . O ~ O-6
Y~C 0 STANDARD MANHOLE STEP I I COREDRILLEDOR o PIPE ~ ~ ~ w~ \ A A ~ a a
CAST IN PLACE a H ~ ~ g ~ H ~ LINE / , ~ ~ ~ g
NOTTO SCALE HOLE ~ ~,a~ V
~V~ oOLL 0 0 \ SEC710N
~ 0 `a'~ , ..,Q,. • . PLAN AGGREGATE STONE FERNCO-1056 SERIES WI
11T T0111Y STONE a:: ` a BEADING, MIN. 8" STAINLESS STEEL CLAMPS
BEDDING BENEATH PIPE r 92s PRECAST TOP & SIDES, G AND SHEAR RINGS, OR BOTTOM OF EXCAVATION FINISH coNCRETE BOTTOM TYPICAL APPROVED EQUAL ci
1@" R 12" TOP OF COVER TO UNDISTURBED EARTH NOTES: N~T~$, (SEE NOTE 3 BELOW] GRADE ~ ~ ~ 9®1
VIEW CONCRETESTRUCTURE 1 1. BACKFILI. TO 95l1 OF MAXIMUM DENSITY V4FIERE EXCAVATKNQS CUT • • a, .
THROUO THROIRiNPAVEMENTS.CURBS,DRNEWAYSANDSIDEWALKS,AND ~;.4•-:. ,:.?••>~.A:.~ 11~,~ o UNDER OR ADJACENT TO STRUCTURES. PVC OR "''rl -
NOTE: PROVIDE THIS CONNECTKNJ FOR EXIST'MG LINES ENTERINGT~aN MANHOLE. UNDER ~ A DUCTILE IRON PIPE N ~ Vw
2. STONE In T •1 TAMPED. ABS PIPE 2. STONE TO BE 8QE i l2' 01 f2•, WEII r as 3
STANDARD CONNECTION 3. STONEIBI 3. STONE 18 REQUIRED TO B" BELOW PIPE WHERE WETCONDlTKNIS
TO EXISTING STRUCTURES OR PIPES °R~ OR~SAICOUN7ERED.ONLYASDIRECTED. VALVE BOX ~ ~ W 2r DUIMETER W tow 06
4. HAND SHA NOTTO SCALE AND BEL 4. HAND SHAPE TRENCH BOTTOM FOR LOWER QUADRANT OF PIPE c=3 m ~ AND BELLS. ELEVATION ~ ~a
1!2" BOTTOMOFCOVER 5. PROVIDEI 5. PROVIDE MINBAlN+13'-0' COVER ovER PIPE SECTION A A N NDARD SEWER LINE TRENCH DETAIL FOR PIPE BEDDING ~ OTE. SEE STA .pie/, % ~ PAC 3 HE 3
VIEW a BEYOND COUPLING. ~~hi~~ ~
STAN1 1" R PRECAST MMINOIE STANDI~RD WATER LINE TRENCH STANDARD VALVE BOX PROTECTOR 5 0~ STANDARD SEWER LINE COUPLING
~ q ~ ~
'I- CONCRETE BENCH NOTTOSCALE NOT TO SCALE NOT TO SCALE
NOTE: •
Q'" PLAN 'Q ~c C FRAME AND CENER TO "D" l v
BE NEENAH OR APPROVED EQUAL. 12
1 15"
a ~ 2lS "D" a 3000 P51 CONCRETE BLO(5(rJG Lx W x D ¦ (60"* DRCH ViIDTH) 314" DIA BRUMASTIC
DETAIL 2~ar~ . X x 15" x 30" OR AS DIRECTED CO4TEDTIEatODS, MMJIMUM
3,~!" 2314" 4.. ~ ne BY THE ENGNEERR 50,000 P81 VELD STRENGTH (MOVEIt1M 2 REOU~
23-112" X 8"X6'Xtlt
2-1/6' 1' 3' 318" 1-12' BITUYASTK:OOATED
STANDARD MANHOLE CHANNEL AND BENCH STEEL BACKER RATE UNDISTURBED WIiH HEX NUT (TW.)
NoTTOSCaIE WITH2EA-314' W SorL~rYPy m BmiMASTK:coATED Z
rIE aoDS " 0 ~
2.314" 7.117' ,Y A ~ A A >
3314" NEENAH R-1978 HANDHOLE W X ;
22-014" 12" FRAME 8 LID OR APPROVED PLAN-BENDS PLAN-TEES rc
EQUAL SCORU~TED LID ~ ~ . WATER LIIVF y. _
241Q' LETTERED "SEINER" 43JS' ~ rQ tA•MIN. 4" MIN,. 3
33•U4" FINISH GRADE 45• 10' D4l 1 rP1 a UP • ~ . m a LESS ' " Z
o •o U D
SECTION f~A ~ ` ` • ` m :•i C I
NDARD MANHOLE FRAME AND COVER STA O O ~
STONE FILL 4 THREADED + •4 ~ • MJ GATE VALVE ~ 0 18' MIN:10" OUl OR LESS C¦PLAN
NOTTOSCALE w ~ GTHICK CIEAN-0UT i i~ PLUG 24" MOi -1Y DIA OR GREATER D~ELEVATKNr
i W 4S WYE BRANCH PROVIDE 8'TONE SECTION X-X PLAN ~ ELEVATION ~
~ ~ OR 49' BEND AS BEDDING FROM BENDS & TEES PLUGS , , o
b 0 REQUIREDBYSITE 6"6ELOWPIPE M 1:8' 40'
STANDARD MANHOLE PLAN TO TOP OF PIPE BITUMINWS & REDUCER plpE 90• BEND 45' BEND 22.112• BEND 11-114' BEND TEE PLUG
IMPREGNATED FRAM S COVER. x (IF REQ'0) FOR FULLTRENCH s¢E PLAN A B A B A B A 8 A $ C D ~ & srAwARD vuvE scat
YARN FRAME SEAL SEE DETA~ ~ ~ ~ PRECASTCONCRETE PVC PIPE. LESS 1s' 1r to" 13 T 10' T 10!' 1r 14' 13' 8' PROTECTOR,TYPICAL
_ U NT -r- SERVICE LATERAL GRADEADJ STME ."o•." .tig.~~g~gT;~~gT, TYPE "N" MASONRY RINGS-MINA' HIGH 8" 18" it to' 13" T t0" T 10' 1r 14• 19' 9•
MORTAR,1" MAXBdUM ~ 1.D0l1 MM. .M,~oS,.,;;;gevA (A1AXgAUM OF2) .r"~""~.ee.",
o ,.ti,... ar 24' tE' 1s ia' 10" 1r 10' tr t6' tA' 2s 11' • vuvEeoxTOP
' •P NOTES: ECCENTRICCONE ° 10• 28' 2r 1s 2r 1r is 1r 1s 20" 2r 3r 1~' ~T10N''~ ~ ,s } Q w g
SECTION (TYPICAL) HOLE ~ 1. CIEAN~OUT PIPE AND FIITING3 SHALL BE SAME MATERW.AB THE SERVICE LATERAL. ~ m tr s2' 28` 19' 2B' 14' 1S 14" 1S 2r 2B• 3r tr N Q ' D Q
STEPS-16' NEOPRENE 8EE PLAN FOR PIPES¢E8.CLEAN-0UT WYE T08E SAME DUIMETER AS LATERAL RISER m 1"BUTYL MASTIC a ~ O.C. VERT. BOOT PIPE AND THREADED PLUGTO BE 4'. ~ ~ tll ~ N ~ ta• 54" 3a• 30" 3s• 1a' 3d' 1A' 3B• ss• 4r s4• 24' Z Z ~ LU p
ROPE SEALER ,a SEE NOTE 3 ~ ~Q _J CIO
O MAXIMUM 2. PROVIDE CLEAN~OU'TS WHERE INDICATED ON THE PLANS IMMEDIATELY UPSTREAM OF BENDS. a MAXIMUM CLEAN-0UT SPACING IS T5 Ff. FOR 4` SEWERS AND 100 FT FOR S' SEWERS. SEWER 200o PSF sa a oRAVEL wITN cu r • ~ 0 - ~ L (SAND Y) O ~ ~ IL p ~ M.J. GATE ~ O
~ PRECAST48" MANHOLE . 0 5" MIN, PIPING SHALL BE LAID STRAIGHT AND AT A UNIFORM GRADE BETWEEN CLEAN-0UTS. SECTK)NS AS REQUIRED NOTES ~ ~ n.
~ ASTM C478, INTEGRAL 4'~' 3. DIP CLEAN-0UT3 SHALL HAVE BRONZE, THREADED CLEAN~OUT PLUG. A MJ PLUG WILT{ 1. BASED ON 200 PSI STATIC PRESSURE PLUS AVWYA WATER HAMMER uLOWANCE 2 fA • SM'71E
a FLOOR, UNLESS o SHOWN OTHERWISE • o ; ' 4. WHERE CLEAN-0UTS ARE LOCATED IN SIDEWALKS OR PAVEMENT, CAST HANDHOLE LID IN PLACE ri~ATER LNG RODS 2. All BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
CRETE ° ' AND FLUSH WITH RNISN GRADE. ~ (p,~ ~d;•.a,.'~ • 3EENOTE2 3. THRUST BLOCKS TO 8E USED AT ALL LINES OPERATpJG UNDER PRESSURE.
TYP. ~ ANITARY SEWER SERVICE LATERAL S ` 4 EAal4 REBAR . SEE BANS FCR 4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS. M4 REBAR ®1r0.C SIZE OF LINE
5. PROVIDE THRUST BLOCKING OR OTHER APPROVED RESTRAgiT METHOD
NOT TOSCALE ~ CONCRETE ON ALL YI~ITER LINES. k
z ° 'e.
AGGREGATE ~D, _ _ _ _ _ _ _ TN T I NO?E. WATER LINE RUS BLOCK NG DETAIL THffiDETA0.APPLIES7os'ANDS"WATERLiNESWIIFIMNIMUM2,000P~90~.S. ~ r.,,.
~ ~ N0.57 STONE - -.r- RECTION OF FLOW DI SECTION !ELEVATION
CONCRETE BASE - - - - - NOT TO SCALE
NOTES: START LAYINGAT LOW END AND BUILDAGAINBT DIRECTION oFFLOw STANDARD END OF LINE ASSEMBLY RI
~
1. NEOPRENEBOOT,KOR-N+SEALOREQUAL,TOBEUSEDONALLPRECAST MANHOLES WITH ALLTYPES OF PEES ~ 7'~~ LETTERED "VWQER" NOT TO SCALE ' " OR'SEVIIER•AS
~ APPLICABLE 0 3
2. PIPE CLAMP('300-SERIES NON-MAGNETICOORROSION~RESISTANTSTEEL). ~ VAR~S
3. EXPANSKNI BAND (KORBAND8081-TBALUMINUM ALLOY WITH A BLACK ~ STONE OR 8" L~
ANODIZED SURFACE)\~ GRAVEL ' 5.75• ~ ~
STANDARD PRECAST CONCRETE MANHOLE i ~i~ &VVAY TRAFFIC TYPE DROP LID ~ . ~ HYDRANTWnTi ~ 1'~ 3
y ~ n
THREE PIECEVALVE PUMPER NOZZLE 4"1
NOTTO SCALE y~\\ 1r..! 7~8" SAS' BOX WITH CONCRETE
01, BOTTOM SECTION PROTECTOR
BURY UNDISTURBED r`:71 LINE EARTH
P.V.C. PIPE- D.I.P. IN ROCK
p` MANHOLE BASE SECTION ALL TRENCH TYPES & WET CONDITIONS
EARTH BACKFILLCOMPACTED NEOPRENE BOOT BAND EXPANSION I~TI~IElIEI~':' FiEll if~lai 3n6r
TOSM MINIMUM-~D ~ V
P TAMPING, TO 95% UNDER OR , GROUT AROUND PIPETO BE FLUSH WITH INSIDE INS NOTES: ADJACENTTO STRUCTURES \ 2 5!4' BITUMINOUS W „
BE FLUSH DE ~ FACE OF BASE SECTION 1. STONE OR GRAVEL TO BE WELLTAMPED. COATED TIE-RODS Z
SIZE 1M" TO 1-112". INCLUDE IN UNIT REQUIRED. TYPICAL >
GRAVITYSEWER MANHOLE PRICE BID FOR PIPE. ~ 12" 8.125 5 m ~ / \ TOP SECTION 0
7 MAX INVERT 2. HAND CARVE BOTTOM AND SHAPE FOR 9_l2 1a1w r
LOWER QUADRANT OF PIPE. EXCAVATE \ 8" MIN. M.J. HYDRANT / TEE NO, 57 OR N0.67 IL NOTES;
o," A ADDITIONALLY FOR BELLS. \ STONE, I CU. YD. N
TRENCH SHEETING DRIVEN BELOW INVERT o \ MINIMUM 1. LID CASTING TO BE TYLER MANUFACTURE NO.685DSERIES, ° .Q
MUST NOT BE REMOVED. SAM!* DROP LID OR APPROVED EQUAL, / 24"x 24 x 4 (T)
PIPE CLAMP 4, PROVIDE MINIMUM 36" COVER OVER W PIPE. PROVIDE \ CONCRETE, MINIMUM e s 2. BODY CASTING TO BE TYLER MANUFACTURE NO. 6855-SERIES,
CORE GRILLED HOLE MINIMUM 24 COVER OVER 4 & W PIPE. \ \ 5.1/4" SHAFT, SLIP OR SCREW TYPE, OR APPROVED EQUAL. WATER MAIN /
NOTES: 5. THIS DETAIL APPLIES TO 8" SEWER MAINS,,r & 6" HAND CARVE 8. THIS VALVE BOX ACCOMMODATES 4' THRU 12' VALVES. CONCRETE BLOCKING 6" PIPE-SAME MATERIAL Q
FOR TEE-SEE THRUST AS WATER MAIN
1. MATERIALSPECIFICATIONS: NEOPRENE BOOT -ASTM C-M, PIPE SERVICE LATERALS. AT BELLS 4. ALL BURIED VALVES TO BE PROVIDED 4W STD VALVE BOX. BLOCKING DETAIL 6" M.J. GATE VALVE
CLAMP &EXPANSION CLAMP -STAINLESS STEEL,ASTMC-923. D.I.P. NORMAL 5. ALL VALVES NOT LOCATED IN PAVEMENT TO BE PROVIDED WITH PROTECTOR.
2. TWO PIPE CLAMPS REQUIRED FOR PIPE O.D.IS 15' AND LARGER.
STANDARD GRAVITY SEWER TRENCH STANDARD THREE PIECE VALVE BOX STANDARD FIRE HYDRANT ASSEMBLY
STANDARD MANHOLE BOOT H NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE
9-
OF 9 SHEETS TS
EMMENNO

_ _
Impacts
W-1 Wetland Area = .80 Acres Wetland Disturbance = .16 Acres

~ ~ \
\ ~ "'..,.'rte' - S-1 Proposed culvert for 26 I.f, of perennial stream. Z
a g_2 Proposed culvert for 18 I.f. of Intermittent stream. O
~ r . ~ 0 ~ _ A S P A R K RI
i ~ V E S-3 Proposed culvert for 70 I.f„ and relocation for 30 I.f. of
intermittent stream.
~ S-4 Proposed culvert for 22 I.f, of perennial stream U
1 • • • • • • • •
• • • A r • 1 • • • • • • , ? ~ ~ \ • • • ? ~r 1 • • • • • • • i w - ~ x
\ \ • • • • 1,w • • • • • • • ? ~ t \ • ° tQ14 y I
Notes ~
• • ? • • ,~;•w, ~ • • • • I ~ • \ • PROPOSED FLOODPLAIN , . I
\ • • • • r\~\ • • it I I
• • • 1 ~ ' • • ~ • 1 I 1 I \ ? ( ~ I ..r..t, ~ TERRACE & REVEGETATION . ~ , ~ I I Invasive plants will be removed from the streambanks and wetland area
I \ and revegetated with native plants (General Plant List Enclosed ~ ~ z
~ • • I • 1, , • 1 \ ~ y \ 5 f ?
A control stucture will be installed at the culvert S-3 to maintain and ~ W W
yy,, w-....w.. ,
\ • • • • • t • • • ~ \ ~ ~ Improve hydric conditions to mainta(n wetland habitat a ~.i
' . • • r • • • • • . r-i
I A high spot within the wetland will be excavated an additional 6"-12" W ~ 5
\ • r • • • ? • • • • • / • • • • • • ? • • • • • • 1 11 to limit invasive plants and increase wetland habitat i, a ~
1 • • • . • • • • • • ~ ~ • • ( , • • • • ! • y... • ~ I I ? `1
11 • • . • • 1rr' • • • • ? ~ A trail/boardwalk with a pavilion will be located adjacent to the wetland ~ W
L M"- . i I ,....jam 1 1 f I ? ,
1 1 I I , ' An into rated BMP Storm Water Ian wi8 be im lamented and utili2e 9 P p ~i
t / j I t 1 / ! ~ ~ I I ? the existing wetland to treat Storm Water and provide on-site storage ~~ti
FOR STREAM LOCATION SEE ~ ~ ' ' ~ ......1,,........
1 1 ` / ~ ..a... STREAM RELOCATION PLAN 1
11 / rr.r 1 r 4+" ~ AGG bs/~~c~4 ~kglF 1 y ~p~

1 1 ~ it \ ?......r_._• ••A , I , ~ Impervious Surface ~°~~.~c°A
i { I 1~ • ' .r AREA OF WETLAND IMPACT ,';,;.tir;~ ~,,,',~,I.,', ~ .
1 1 1 I ~ . . i ~ .'.'~'i'i'~'.;. 5^I +~f+w'~1•Iti.1,dT+^iTd'i ,'i ' .•.._1 I Total Slte Area = 10.264 ac (447,099 sq.fQ QOM
1 1 .,r . i,.,., ~,.,.,~,r,. , i . i , 1 r t ' w . . . . . ~ ~r
Total Impervious Surtace Area = 4.720 ac (205,603 sq.fy
'1 ~ ,
J Percent of Impervious Surface = 46%
1 ;',',';,d~i,~~' '.4h~1~,
FOR CULVERT IMPACTS 1 1 . , , r-
EE HE T 4 ~ 1 1 , , , ~ ~
I 1 Iii ti"I+rti,S' ~1"YIiAr1~L'''~ 'Mi1~~~1%•1'wr•t~ r;i,. 1,.,.,.; i/ i 1 7 .,54,•!x47,'. /+r4. a w,.,.,.~.;.;.;.;.;.'.'.'.'.,i,.,, i
O z A
Q~ , 1 i R.,,?, R.,. ~ 1 ~ 1 ~ i z~
1 'y, z o =
1 1 w 1 1 ~ ~ av
1 ~ LIMITS OF DISTURBANCE ~ O
l 1 t ~ w ••r..
y 1 ~ ~ •'~v,,v ~ x a ~ WETLAND51401GROUF n) ~ ~ <
\ h \ • AU6 1 9 2004
1 ,1 , ~ 5\
1 '1 1 ~ 1 ` WATER QUALITY SECTION! ~ W O
1 1 1
, . i 1 ~ ~ } 1 ~+,I~i 1 ~
1 'i ~ 1 , i I NOTE: 48" CMP TO BE BURRIED i2"
1 ~ ~ _ I BELOW STREAM BOTTOM
'1 I 1 - 1
1 1 _ r , 1
1 ~ ~ , 1 _ j, EXIS?LNG HEADWALL TEMPORARY DIVERSION STRUCTURE c
1 ' ,1 1 SHALL BE USED TO MINIMIZE ~
11 I I ~ , I EXCAVA'ION IN FLOWING WATER
~ 1 (SEE DETAIL SHEET 8)
1
1 1 1 ~~r.'•'• ~0 I I I I
i r
1 1 , 1\ 1' \ PROPOSED GRADE
\ 1 \
1 \ _ ` , ~~~~I x
1 1 ~r 1 1 / ' 4
\ , you
1 \ I 1 \ ,'rte. ~~'~?~~I
V w ~ ~1 III 30" CMP WITH FLOOR OF PIPE ~ INSTALLED 6" BELOW THE LEVEL
" ~ ~ ,.I OF THE STREAM BOTTOM
V ~ ~ ~
\ '~I I , AV ,
\ w iij,, \
\ , 1 ~ / 1 / ICI III-= COMPACTED SUBGRADE
~ / ;;i r \ ~ ~ h
\ / / I III- -
~ \ ~ I ~ / /
\ \ i ~ ~ i_._II 6., ~
~ \ ~ / / ? \ / I ~
I I \ / I III~IiI~'III-;
~ \ I I ~ \ I c~
~ vv I ~ =-III _=--I OF CLEAN 1 1/2 GRAVEL TO BE z ~ q
\ I . I~
-~I-III PLACED AS FOOTING FOR CULVERT ~
COMPACTED SUBGRADE j ° ° . PLACED AS FOOTING FOR CULVERT
a fi
I inch =50 ft. CULVERT DETAIL TYP. (Site S-1)
50' 0 25' 50' 10o' 200'
NOT TO SCA_E ~ ~

Ej
Coconut Roll
5- Itea virginiana
PROPOSED RELOCATION OF
INTERMITTENT STREAM
0j
O
S-3
AREA OF RELOCATION
i
�J
70 I.f. of 42" CMP
SCALE: 1"-10'
Erosion Control atting C t
Live Stakes 24" 0. .
3- Amelanchier arb rea
3- Calycanthus flora us
Energy DissipE
f
ti
PROPOSED PLAN VIEW
SCALE: 1"-5'
r-Riv
NOTES:
1, PLACE COCONUT ROLL PARALLEL TO CONTOURS.
2. COCONUT ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE
WATTLE IN A TRENCH, 3" — 5" DEEP, DUG ON CONTOUR, RUNOFF MUST NOT BE ALLOWED TO
RUN AROUND OR UNDER THE WATTLE,
3. STAKE ROLLS APPROXIMATELY 3' O.C.
4• PLANT HERBACEOUS MATERIALS DIRECTLY INTO THE COCONUT ROLL
5• INSTALL LIVE STAKE CUTTINGS WITH 48 HOURS OF HARVESTING
6. INSTALL LIVE STAKES AFTER EROSION CONTROL MATTING IS IN PLACE
\ 7. INSERT LIVE STAKES WITH AT LEAST TWO LEAF NODES POINTING UP
J.-
__-11
#'urlex or equivalent
or Rock or Native Cobble Riprap
INTERMITTENT STREAM CROSS SECTION
SCALE: Not :c .3cole
PLANTING SCHEDULE
TYPE/SYMBOL BOTANICAL NAME/Common Name QUANTITY SIZE CONDITION
SMALL TREES:
Amelanchier arborea/Serviceberry
3
1 — 1 1/2" Cal.
B&B
SHRUBS:
Calycanthus floridus/Sweetshrub
3
5 Gal,
Cont.
z
Itea virginiana/ Virginia Sweetspire
5
5 Gal.
Cont.
GROUND
Ponicum virgotum/ Swithcgrass
15
1 Gal,
Cont.
COVERS:
Juncus effusus/ Soft Rush
7
1 Gal.
Cont.
T
Chelone glabro/ Turtlehead
7
1 Gal,
Cont.
Lobelia cordonalis / Cardinal Flower
7
1 Gal.
Cont.
Vernonia noveboracensis / Ironweed
7
1 Gal.
Cont.
LIVE STAKES:
Cornus sericeo/Redtwig Dogwood
17
Salix sericea/Silky Willow
26
SEED MIX:
25% Cover Crop (Millet, Rye, Buckwheat) Application Rate: 35lbs. per/acre
10% Partridge Pea
25% Switchgrass
20% Virginia Wild Rye
209 Canada Wild Rye
WETLANDS/ 401 GROUT
AUG 1 9 2004
NATER QUALITY SECTION
w
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A
Z
W
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Q
z
0-4
0
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a
U
w
W
z
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w
0
Q
I
z
0
a
U
T
I
i
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0
Q
I
w�a�
o A
a
U
T
Q

-"t .
I ~ \
\ - - - t---! _ \ I ~x-AAA=' _ \ z-- J_ -
Impacts ~
I Wetland Area = .80 Acres Wetland Disturbance = .16 Acres O
kc- - ~ -EX-SAN.
- Stream Disturbance = 83 L.F.
_ - \ \ ~ \
\ • •1 ~ • • • • • , P ED FL DPLAIN TERRACE \ - - - - \ - - - 0 S 00
\ \ • \ • • \ \ ~ ! l~. 1 \ 1 1010 ! ,
•1 • •1 • • • 1\ • • it • I 1 p OPOSED N T . ~
\ ; ~ ~ • ~ ~ • • • • • I FIL RATION TRENCH, ` ? ~ ' \ \ , , • • , . ~ . \ .I . , --+,,,X~~-~1-
I ~ F~ i Notes ~ x
_ ~ L_J -
\ ~ \ 1 \ • • • • • i, • • ~ 1 I
\ \ y • I• \ \ . \ \ ~ ~ Invasive plants will be removed from the streambanks and wetland area Q --r--.
I ~ and revegetated with native plants Q Z O
\ \ • • \ •``gt~ , \ \ \ \ 1 \ ~ \ ` \ \ \ • • ? • • • i- \ \ \ \ \ 1 \ \ \ \
\ \ ~ ~ I\ ~ \ \ - \ ~ 1 \ \ \ \ 1 \ • • • • ~ \ • \ \ \ \ \ \ I L x
~ ~ fix- - `--~xl A baffle will be installed at the culvert S-3 to maintain and improve ~ Q Z
? \ \ \ ? _ ~ 1'~-~ x hydric conditions to maintain wetland habitat W ~T~
\ • • • ~ \ `ice` • t\• ~ • I• • • ~ • • • • • • \ ~ ` _ ~ \ , \ ` I ~
\ \ • • ~ ti.~r ~•,i • • ? • •I • • • • • • • ? • \ • ? \ \ \ \ ? \ \ \ \ \ • ~t ~ ~t 1` w ~r~{ • 1 • • • • • • • • • • \ \ \ 1 \ \ I ' A high spot within the wetland will be excavated an additional 6"-12" ~
\ • • • • T-i Pte(, h. • • ~ • • • • \ \ -,-k:.:.. \ \ 1 \
~ to limit invasive plants and increase wetland habitat ~ a ` J
V 1 r a i 'T Z~ti~ • r tr I ~ ` ~ \
~ - A trail/boardwalk with a pavilion will be located adjacent to the wetland Z ~
. W~~
1 1 \ I x' I i ~.I.,~ ~ II \ \ \ ( \ I ~,f~ I \
1 \ I I~ \ \ ~ 11 \ 1 I 1\ An integrated BMP Storm Water plan will be implemented and utilize ~ w
I \ 11 I I ~ . ~T,, the existing wetland to treat Storm Water and provide on-site storage ~r Z
1 ~
11 f \ ` 1 I
- REA OF I MPACT 1 ~ , • ~ , , . , A _ - ~ \ \ ,.v „ 25 L.F. of river rock will be added to a portion of the stream ?7'~
~ f I
1 1 ~ r,~ 1 Intermitte . ~ ~ vv ~ , , v`
, 1 , 1 / 1 --;Zt Stream, t 11 ` _ 1 1 1 1 ! 1 1 \ -
1 11 1 1 11 1\ 1 I 11 1
1 1 1 ~ ~ UV,~tland Bounda~/ ~ `I 1 -
1 , 1 \ \ 'J 1 1 1 \ \ 1 I \ v v ~ De ineated b Othe s 1 ~ Y r6~ ` '~P-r ~ .
Y 1 1 1\\ \ \ \ ~ :F I / 1 I ~ \ / / r'
1 1 ~ \ \ \ ~ I / / 1 ' ' ~ PROPOSED RAIN GARDEN/BIORETENTION POND ~ ~ ~ ~
1 \ \ over Grade 6 k
1 1 \ 1 \ \ \ ! / \ ti~
1 11 \ 1 1 1 1 I ~ Drainage ~ I ~ z A -
1 1 1 1 1 1 I ~ I ! I ~ ~ I i
1 11 I 11 11 v l 1 I ~ v i
1~ F/~-~. W
1 1 ( \ \ \ • q~Fr~inn.,. •-•--t--s-.~-- - ~ ICI ' ' F~1 ~j z
f'..- 1 i i
1 1 1 1\ ~ ~ / ~
1 1 1 1 ~ / / / _ _ ~ ' ~ r I i u s' ~ I ^ ~ L~~, pal'e`r ~ Rea.~Wal~'~ ~ C-' L
PROPOSED WATER QUALITY SWALE ~ '-a'
1 1 \1 \1 1 \\1 ~ / %
1 "~I 1 1 1 ~ / - '
1 1 1 1 1 f / I / v v A 1 1 1 1 1 1 I ~ / / ~ / w \
1 1 1 1 / ~ ~ / / ~ \ r 1 \ 1 11 / ~ / / /
~ W W U$
1 1 \I 1\\\ ~ % % / / % i/ \ \ l
11 11 ~ 1 I I 1 ~ -`v 11 1 1 1 1 ~ ~ / j
1 1 ~ 1 1 / ~ / ~ ! 1 1 II / / / I \ / / I _ o
1 1 \ 1\ 1 ~ , ~ / / ,
1 1 \ \ ~ I I / / 1 v `v ~ r 1 I 1 /
1 11 \ 1\ 11 % %
1 , \ \ I / k' ~ 1\ 1 1 1 I ~ 1 ~ \ \ 1 1 ~ \ 1 ~
TENTION POND 1 ~ PROP SED GRASS DE 0
r 1 1 A \ V ~ i x; ~ i;.1 1 1 11 ~
1 A\ 1 A V A A r ~ = 1 11 \ , \ \I vI ~,.r^v v v .v 11 1 i
~ 1 1 \ \ \ \ ~ - 11 1 I 1 _.i_
1 1v vv vv vvvv 1 ~ I I ~ I rl \I 1 vvvv A A\ / I I~ I - - o
1 \ I _ I I z_;~ I \
1 \ , \ \ / / I 1 I /
~ ~ 1 \ ~ / I I + I
~ 1\ ~ \ - - / I 1 I ~ I 1\ \ \ , I i 1 11
\ \ \ \ I I r
\ I \ I j 1\ \
i I I , \ \ ~ \ / I 1 ;i .
1 \ ~ 1 1 / 1 \ 1 1
\ \ \II 1 i I \ 1\ , \
\ \ ~ I \ / 1 1 \ 1 I w
\ \ \ \ / \ \ 1 \ , \ / / \ I 1 \ / ~~,i`~ _
\ 'I'ii \ ~ 1 \ ~ 1 \ 11
.:rte. / 1 11 11 1 i,
V A~~ ~I:~~ ' 1 11 l 1 ~ vv v\ ~v I 1 1 1
\ ! 1 l 1
\ / \ \
\ ~ ~ \ t ~ ~ ~ oAo
\ ~ .
i \ \ \ ~ ` \
i i ~
SED GRASS SWALE _ PROPO ~ ~ I , 1 inch =100 ft.
-T M- m
i
I~ U7 A p. G. z
-f v
AP,
I