20040266 Ver 1_COMPLETE FILE_20040223

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Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 18, 2004
Town of Clayton
Attn: R. Steven Biggs (Town Manager)
111 East 2nd Street
Clayton, NC 27520
DWQ Project No. 04-0266
Johnston County
Page 1 of 2
Subject Property: Reclaimed Water System, Shotwell Rd., Amelia Church Rd. & NC42, Clayton, NC
Little Creek [03-04-02, 27-43-12, C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 26 .0233) with ADDITIONAL CONDITIONS
Dear Mr. Biggs:
You have our approval, in accordance with the attached conditions and those listed below, to temporarily impact 0.45
acres of wetlands, 20 feet of streams and 17,459 square feet (fe) of Zone 2 of the protected riparian buffers for the
purpose of installing the proposed reclaimed water system at the subject property, as described within your application
dated January 26, 2004 and received by the N.C. Division of Water Quality (DWQ) on February 23, 2004. After
reviewing your application, we have decided that the impacts are covered by the General Water Quality Certification
Number(s) 3374 (GC3374). The Certification (s) allows you to use Nationwide Permit(s) 12 when issued by the US
Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 26.0233. In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control and Non-discharge regulations. Also, this approval will expire when the accompanying 404
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
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 associated
with the project.
2. 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 Preconstruction Notice Application. All
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Town of Clayton
Page 2 of 2
March 18, 2004
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.
3. 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.
4. 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.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 1508.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3374
Cc: Charles W. Davis, P.E., The Wooten Company, 120 North Boylan Avenue, Raleigh, NC 27603
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 040266
Date: March 18, 2004
bz
WWAWilliam G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
> Division of Water Quality
O
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 18, 2004
DWQ Project No. 04-0266
Johnston County
Page 1 of 2
Town of Clayton
Attn: R. Steven Biggs (Town Manager)
111 East 2nd Street
Clayton, NC 27520
Subject Property: Reclaimed Water System, Shotwell Rd., Amelia Church Rd. & NC42, Clayton, NC
Little Creek [03-04-02, 27-43-12, C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS
Dear Mr. Biggs:
You have our approval, in accordance with the attached conditions and those listed below, to temporarily impact 0.45
acres of wetlands, 20 feet of streams and 17,459 square feet (fe) of Zone 2 of the protected riparian buffers for the
purpose of installing the proposed reclaimed water system at the subject property, as described within your application
dated January 26, 2004 and received by the N.C. Division of Water Quality (DWQ) on February 23, 2004. After
reviewing your application, we have decided that the impacts are covered by the General Water Quality Certification
Number(s) 3374 (GC3374). The Certification(s) allows you to use Nationwide Permit(s) 12 when issued by the US
Army Corps of Engineers (USAGE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 26 .0233. In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control and Non-discharge regulations. Also, this approval will expire when the accompanying 404
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
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 associated
with the project.
2. 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 Preconstruction Notice Application. All
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands
Town of Clayton
Page 2 of 2
March 18, 2004
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.
3. 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.
4. 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.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 1508 of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3374
Cc: Charles W. Davis, P.E., The Wooten Company, 120 North Boylan Avenue, Raleigh, NC 27603
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 040266
Date: March 18, 2004
bz
^.,'47 ?ti? ?l1
THE February 19, 2004 WETLANDS/ 01 CROUP
WOOTEN FFV;
COMPANY Division of Water Quality
401/Wetlands Unit ATEK WAt_Ii Y SE(°MON
E N G I N E E R I N G 1650 Mail Service Center
Raleigh, North Carolina 27699-1650
P L A N N I N G
A R C H I T E C T U R E
Re: Pre-Construction Notification Application
Reclaimed Water System
Town of Clayton n
TWC No. 2756-J
Dear Sir/Madam:
Attached, please find seven (7) copies of the USACE Permit Material for Nationwide
Permit 12 (PCN Form, USGS Quad Sheet, & Partial Site Plans). It is our understanding
that this permit is covered under a general certification and that no written concurrence
from DWQ is required.
As indicated under Article X of the PCN Application form, the proposed project
impacts approximately 17,459 square feet (0.4 acres) of Zone 2 of the riparian buffers.
In accordance with the Neuse River Riparian and Watershed Buffer Rules we hereby
request that a written Authorization Certificate be granted for the proposed project.
The project includes the installation of new 6" and 8" ductile iron reclaimed water line
from the Little Creek Water Reclamation Facility to the Pine Hollow Golf Course for
the transmission of reclaimed wastewater effluent to be used for spray irrigation. The
proposed utility line shall be located adjacent to an existing sanitary sewer outfall to
utilize the existing utility easement to the extent possible, minimize the necessity of
new permanent easement acquisition, and allow for the new permanent easements to be
contiguous with the existing easement for operation and maintenance purposes. We trust
that the attached partial site plans showing the impacted buffer areas along with the
supporting PCN documentation will be sufficient for NCDWQ to grant the
Authorization Certificate in accordance with Item 8 of the Buffer Rules.
If you have any questions or require any additional information, please do not hesitate
to contact me.
Sincerely,
TH W OTEN 7 Y
u
120 North Boylan Avenue
4?arles W. Davis, P.E.
Raleigh NC 27603-1423
Enclosures
919.828.0531
'119.834.3589 c: Mr. Tim Simpson, Town of Clayton
***N?
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Fr. FILE COPY
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HAI tK QUr%" , DTI( 1!
Office Use Only: u e 66 Form Version May 2002
USACE Action ID No. DWQ No.
(it 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: r .? ?
® Section 404 Permit ® Riparian or Waters IL
? Section 10 Permit ? Isolated Wetland Permit from
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested
12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Town of Clayton - R. Steven Biggs, Town Manager
Mailing Address: 111 East 2"`' Street
Clayton, NC 27520
Telephone Number: 9191553-5002 Fax Number: 9191553-8919
E-mail Address: stevebig a,towno/claytonnc.org
2. Agent/Consultant Information (A signed and dated copy of the AI E1L4Q?ftb*4q"tter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Charles W. Davis, P.B. EEL 2 ?
Company Affiliation: The Wooten Company
Mailing Address: 120 North Boylan Avenue WATER QUAL!iy SECTION
Raleieh, NC 27603
Telephone Number: 9191828-0531 Fax Number: 9191834-3589
E-mail Address: cdavis(t?thewootencon:pctriy.corn
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Reclaimed Water System
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not Applicable
3. Property Identification Number (Tax PIN): See Attached Site Maps
4. Location
County: Johnston Nearest Town: Clayton
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.): Hwy 70 East to Clayton, pertinent
properties are adjacent to Shotwell Road (SR 1553). Amelia Church Road (SR 1552) and NC 42.
5. Site coordinates, if available (UTM or Lat/Long): See Attached List
(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): N/A; Project is linear utility line.
7. Nearest body of water (stream/river/sound/ocean/lake): Little Creek
8. River Basin
Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httii://li2o.eni-.state.nc.us/a(iiiiiii;/iiiWsi/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: General land use in the vicinity of the project is for commercial
development: however, the proposed utility line is located adjacent to an existing outfall sewer which is located
along the undeveloped portions of the pertinent properties.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The proiect includes the installation of new 6" and 8" ductile iron reclaimed water line from the Little Creek
Water Reclamation Facility to the Pine Hollow Gol/'Course. Equipment to be used for construction includes
rubber tire backhoe and track mounted excavator.
11. Explain the purpose of the proposed work: The purpose o the proiect is to transmit reclaimed
wastewater a went from the LCWRF to the Pine Hollow Golf Course to be used or spray irrigation.
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.
Noprior jurisdictional determinations and/or permits have been requested or obtained.
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: Proposed utility line shall be installed
adjacent to an existing sanitary sewer outfall and shall cross wetlands at lour locations as described below and
cross three streams as identified on the 1993 Clayton, NC topographic map. Wetland impacts shall be less than
one (1) acre and stream impacts are less than 150 linear feet cumulative.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 (1) Excavation 0.23 yes 0 Forested wetland
2 Excavation 0.05 yes 65 Forested wetland
3 Excavation 0.10 yes 40 Freshwater marsh
4 Excavation 0.07 yes 125 Freshwater marsh

* 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 htip:.;;WNV -.fema.o".
*** 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).
((I) See notes on Site Plan Sheet 2 of 2 for wetland impact no. 1. No area of impact calculated for utility installation by directional
drill.)
List the total acreage (estimated) of all existing wetlands on the property: to Acres
Total area of wetland impact proposed: 0.45 Acres
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)
1 Excavation 10 UT to Little Creek 10 Perennial
2 None 0 UT to Little Creek *** Perennial
3 Excavation 10 UT to Little Creek to Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www_us_-?, ov. Several internet sites also allow direct download and printing of USGS maps (e.g., ww v.topozone.com,
??ww.ma ucsLcom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 20 Feet
* Stream No. 2 - Utility line shall be installed by directional drill beneath stream and therefore no impact to streant.
*** Actual streant crossing located within wetland impact no. I listed above. Standing water in the vicinity of the crossing
prevents location of stream channel and therefore no width measurement can be taken.
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: N/A
Open Water Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.
Stream/Buffer crossings shall be near 90 degrees. Construction corridor width throueh wetlands and across
streams will be limited to 40 feet maximum. Direction drill of utility line beneath standing water in wetland no. I to
avoid excavation within wetland.
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
htt?://h2o.eiir.state.ne.us/ncwctlands/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.
Mitigation not required.
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 littp://h2o.enr.st ite.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
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 Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? 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 0 3
2 17,459 1.5
Total 17,459
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.
(1) There are six riparian buffer/streant crossings that are exempt pursuant to Table 6 of the Neuse River Basin
Rules.
(2) Proposed utility tine is located adjacent to an existing sanitary server outfall to utilize existing easement to the extent
possible, minimize the necessity of new permanent easement, and allow for new easements to be contiguous with the existing
easement for operation and maintenance purposes. Impacts to 7one 2 have been minimized to the extent practical.
Page 1 I 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.
Buffer Mitigation is not Required.
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.
With the exception of five (5) NCDOT road crossings, there is no impervious acreage along the proposed utility
route. Disturbed areas shall be re-vegetated to reestablish diffuse stormwaterfllow.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Proposed project does not involve the generation of wastewater; treated, reclaimed wastewater effluent will be
transported to the golfcourse for spray irrigation.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
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).
- Z,? - - sX I -a 6-_
Applicant/Agent's Sig6trrd 4 Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
RECLAIMED WATER SYSTEM
TOWN Or CLAYTON, NC
TWC PROJECT NO. 2756-J
SITE COORDINATES
Stream Impact No. 1:
Stream Impact No. 2 / Wetland Impact No. 1:
Stream Impact No. 3:
Wetland Impact No. 2:
Wetland Impact No. 3:
35° 40.42'N 78°29.30'W
35° 39.30'N 78° 28.73'W
35° 39.05'N 78° 28.40'W
35° 38.98'N 78° 28.32'W
35° 38.80'N 78° 28.14'`'V
Wetland Impact No. 4: 35° 38.58'N 78° 27.83'W
799 3,,1)00' 'tor 78*2 9.300' W %Ap 28.000' '\'1 '.t.' - e 4 7 ?°c 7 r 30' W
en
??' mod
If
-
SPINE HOLLOW'
. '1 I r i
GOLF COURSE,
9 a' STREAM IMPACT NO. 1
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f 87
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Jr ?. >WATER LINE +t ,.0+
folk
-
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f . STREAM IMPACT NO. 2 &
G - . \ .
1{ WETLAND IMPACT NO. 1 - i ?? ' a r
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• r FACILITY
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g. ;Im?aoda' a aa° ?oa?aEhes NORTH CAROLINA
Map craludwehTCl?010 e2M] NatwW Gterff•pbsc (v+v9?tlnaula•uu?tl¢?ic cwakapaTj 7.5-MINUTE SERIES
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PROPERTY OF
MSC CLAYTON LLC
DB 1811, PG 0902
NC PIN 1659 - 80 - 6347
NEW 30'
PERMANENT
EASEMENT
8"-45°
MJ BEND
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a
30' SANITARY SEWER
AND DRAINAGE
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SCALE : V= 50'
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PROPERTY OF
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DB 1021, PG 0723
NC PIN 1658 - 98 -1512
MI-

NEW 8" DI
RECLAMED
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43+00 44+00 45+00
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46+00 47+00 48+00

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PROPERTYOF
GLENWOOD CLAYTON
COMPANY, LLC
DB 1773, PG 0999
NC PIN 1659-531591
xis \
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lPS \ 1 \i PIKE 32,
1 I 10° l
EX. 4" WATER I / I \
- 40' EASEMENT CREEKI
WETLANDS
r - 95 LF OF 16" STEEL CASING /
WITH 95 LF OF 8" MJ DI PIPE
TRANSITION FRP9M 8" 30 FT. EXISTING
DUCTILE IR?TO SANITARY EASEMENT
10'x30' 10" SDR 7.3 PE.
BORE PIT SEE DETAJt ON SHT.13 10' OFF E)? MH
(APPROXY
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EX. SEWER LINE
STREAM IMPACT NO.2 \
THE
??/?'?9'U'OT,1tE .1hl
WETLAND IMPACT NO.1
SCALE :1" = 50'
PAGE 1 OF 2
3
I0
2
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1
NEW 10"SDR 7.3 HDPE
BY DIRECTIONAL DRILL

NEW 10" SDR 7.3
HDPE BY DIRECTIONAL
DRILL

10' OFF EX. MH

PROPERTYOF
GLENWOOD CLAYTON
COMPANY, LLC
DB 1773, PG 01399
NC PIN 1659.53-1591
\ \ TRANSITION FROM10"
SDR 7.3 HDPE TO 8"
DUCTILE IRON PIPE
\ SEE DETAIL ON SHEET 13
s
\ \ DPE44

DIP
1
PROPERTY OF
GLENWOOD CLAYTON
COMPANY, LLC
DB 1841, PG 0449
NC PIN 1659.53.6108
,
WETLANDS 18" CMP
USE CONDITION 2
SEE DET. ON SHT.16 -
EX. 30' SANITARY
\'C
SEWER EASEMENT /
20LF
?i SILT
--- -- -- -- FENC
NAIL 8' OFF EX.
_ss 150+00 SANITARY
i SEWER
8"-22.5° - - ?? ? - - -? NEW 8"DI - -
MJ BEND RECLAIMED
_ WATER LINE
10' x 30' 8' OFF EX. MH
BORE PIT
50'x 25'
TEMPORARY
CONTRUCTION
EASEMENT
EX. SEWER LINE
NOTES:
1. RECLAIMED WATER LINE FROM STATION
138+45 TO STATION 148+00 SHALL BE
INSTALLED VIA DIRECTIONAL DRILL
CREATING NO IMPACT ALONG THIS
SECTION OF WETLAND.
2. NEW 8" DI RECLAIMED WATER LINE
FROM STATION 148+00 TO STATION
153+00 LOCATED WITHIN THE WETLANDS
BOUNDARY SHALL BE CONSTRUCTED
ALONG EXISTING ACCESS ROAD FILL
SECTION USED FOR MAINTENANCE OF
EXISTING SANITARY SEWER OUTFALL.
8"-22.5° NEW 10'
MJBEND PERMANENT
EASEMENT
WETLAND IMPACT NO.1
SCALE :1" = 50'
PAGE 2 OF 2
7
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D (ZONE 2)
50 FT. RIPARIAN
BUFFER 1.
6"-45°
BEND
PROPERTY OF
WALTHON GROUP
DB 1898, PG 0146
NC PIN 1659 - 62 -1606
- NEW 20FT.
PERMANENT
EASEMENT
CREEK
tij / 1 MN AIL 2
NAIL \
gTCy \ ?
sT / \
q
50 FT. RIPARIAN '
BUFFER
TOP OF 30 FT. BUFFER TOP OF
BANK (ZONE 1) BANK
8"-22.5°
BEND
AIR RELEASE
MANHOLE NO.6
PROPERTYOF
GLENWOOD CLAYTON
COMPANY, LLC
DB 1854, PG 0047
NC PIN 1659 - 62 - 3411
POND
NEW 8" RECLAIMED WATER LINE
20 FT. FROM CL OF EX. SAN. SEWER
30'BUFFER
(ZONE 1) -
NEW 20
PERMANENT
EASEMENT
EX. SEWER LINE
20'BUFFER
(ZONE 2)
PROPERTY
LINE
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EXPOSED 8" DI PIPE
MOUNTED ON CONC.
PEDESTALS
FV-
TOTAL ZONE 2 IMPACT: 12,291 SO. FT.
THE
?VOOTE
RIPARIAN BUFFER IMPACT NO. 1 D M ANY
SCALE :1" = 50' . _ . ;

PROPERTY
LINE ??
EX. 20'
SANITARY SEWER
EASEMENT
48*
TOBEK 1
REMOVED 1 1
36 UA?
TO
R;
CHECK DAM
SEE DET. ON SHT.17 ??-
(TYP) \ ? ? ITCH
i
_ PROPERTY
LINE PROPERTY OF
CLAYTON CROSSINGS LLC
DB 1735, PG 0310
NC PIN 1659 - 62.8147
GAS WARNING
POST
PROPERTY LINE 2-24"GUM i
0
n
v+ ' NEW 8" FECLAIMED WATER LINE 8"-22 .5° ?.
I WOODED 10 FT. FA OM CL OF EX. SAN. SEWER BEND
• LIMITS O co
20FT. EXISTING CLEARING Z
C40 0
PERMANENT
Z -------- - NAIL 23 A EASEMENT
J _ CI
SILT
Q ss \ 16 /; FENCE
NAIL 22 LIMITS OF
CLEARING
SILT 8"-22.5°
FENCE BEND
WOODED ?
(CREEK I LIMITS OF PROPERTYOF
CLEARING TOWN OF CLAYTON
STREAM IMPACT NO.3 C?DITCH DB 1226, PG 0235
NC PIN 1659 - 61-5968
i
i
EX. GR OkIJE
NEW 8" DI
RECLAIMED
WATER LINE j
4 FT. MIN
OVER ?$OOTEN
10 FT. CONC.
ENCASEMENT-- U"-'OM 'ANY
WETLAND IMPACT NO.2
SCALE : HORZ.1" = 50'
VERT. 1" = 5'
165+00 166+00
l PROPERTY OF
pQv / OLD STAGE LLC
/ 4C;;?/ / DB 1934, PG 0151
NC PIN 1659 - 80 - 0575
?co
/ D
/ NEW 40' n
/ PROPERTY OF PEASEMENTT C
p TOWN OFCLAYTON / ZONE 2 / IZ
NC PIN 1659.70 - 7649
co 8"-45° MAIR ANHOLE N0.9 - D
?P N
?? MJBEN
WOODED A
A 9
FENCE EX• 20' - ss
PERMANENT'- - ?- _ _ ?- - -
- - - - - - EASEMENT
17 1%. , I ? I , ?!; I< - - --- --- - - // MH ss _
H
8"-11.25° PP ZONE 1
MJ BEND 75
822.5 EX. 20'
N i4
MJ BEND \ 4 NEW 10' EASEMENNT? SILT FENCE
\ NAIL 15 PERMANENT / 8"-45°
EASEMENT / MJBEND POND
\ 0 Pp l?
?.•\ WETLAND
TfflL
WOOTEN
WETLAND IMPACT NO.3 "`'' ? `F' `` -1
SCALE: 1"=50''`'"}