20061166 Ver 1_COMPLETE FILE_20060718

?QF W ATFRQ Michael F. Easley, Governor
`? (r William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O .? Alan W. Klimek, P.E. Director
Division of Water Quality
August 29, 2006
DWQ Project # 06-1166
Wake County
City of Raleigh - Public Utilities Department
P.O. Box 590
Raleigh, NC 27602
Subject Property: City of Raleigh - Neuse River Wastewater Treatment Plant
Ut to Neuse River [030402, 27-(22.5), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 10 linear feet of intermittent stream (temporary impact), 600 square feet (ft)
of protected Zone 1 Neuse River basin riparian buffer and 400 square feet (fe) of protected Zone 2 Neuse
River basin riparian buffer as described in your application dated June 22, 2006, and received by the
Division of Water Quality (DWQ)•on July 18, 2006, with additional information received by the DWQ on
August 21, 2006, for the purpose of constructing the irrigation distribution system. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3374 (GC3374). The Certification(s) allows you to use Nationwide Permit(s) NW 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 213 .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 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 Oversight/Express Review Permitting 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
One
N Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
City of Raleigh
Page 2 of 4
August 29, 2006
Amount Approved Units Plan Location or Reference
Stream - intermittent 10 linear feet - temporary PCN page 8 of 12
Buffer -Zone 1 600 (square ft. PCN page 11 of 12
Buffer - Zone 2 400 (square ft. PCN page 11 of 12
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 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.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
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. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A
NCAC 2B .0233 and GC 3404;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
City of Raleigh
Page 3 of 4
August 29, 2006
7. Sewer Systems
The project shall comply with 15A NCAC 2H.0219(i)(2)(G) and all other State, Federal and local
sewer system regulations.
8. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http://h2o.enr.state.nc.us/su/Forms Documents.htm.;
9. 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 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
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 Cyndi Karoly or Ian McMillan at 919-733-1786.
Since ,
Alan W. Klimek, P.E.
AWKlijm
City of Raleigh
Page 4 of 4
August 29, 2006
Enclosures: GC 3374
Certificate of Completion
cc: Donald Safrit, HDR Engineering, Inc., 9970-14 Beach Drive, Calabash, NC 28467
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 061166CORaleighNeuseRiverW WTP(Wake)101_NBR
OF W ArF9 Michael F. Easley, Governor
f •'0A pG William G. Ross Jr., Secretary
co North Carolina Department of Environment and Natural Resources
-? Alan W. Klimek, P.E. Director
Division of Water Quality
July 26, 2006
DWQ Project # 06-1166
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
City of Raleigh - Public Utilities Department
P.O. Box 590
Raleigh, NC 27602
Subject Property: City of Raleigh - Neuse River Wastewater Treatment Plant
Ut to Neuse River [030402, 27-(22.5), C, NSW]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On July 18, 2006, the Division of Water Quality (DWQ) received your application on June 22, 2006, to
temporarily impact 10 linear feet of intermittent stream and 0.00 square feet of Zone 1 Neuse River basin
protected riparian buffer, and 0.00 square feet of Zone 2 Neuse River basin protected riparian buffer, to
construct the proposed residential subdivision. The DWQ has determined that your application was
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive the additional information requested below, we will have
to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the
site plan.
2. Please indicate all buffer impacts on the site plan.
3. Please indicate the location of the protected buffers as overlays on the site plan, clearly
distinguishing between Zone 1 and Zone 2.
4. Please specify all buffer impacts (temporary and permanent) in the table on page 11 of 12 on the
PCN application.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
401 Oversight/Express Review Permitting 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://fi2o.enr.state,nc.us/ncwetfands
One o?rtttCarolina
,Natitra!!Y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
City of Raleigh .?
Page 2 of 2
July 26, 2006
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
C
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Donald Safrit, HDR Engineering, Inc., 9970-14 Beach Drive, Calabash, NC 28467
Filename: 061166CORaleighNeuseRiverNVWTP(Wake)Ou_llold
DWQ # 06--1166 City of Raleigh Neuse River WWTP
Subject: DWQ # 06-1166 City of Raleigh Neuse River WWTP
From: Laurie Dennison <laurie [e-mail]>
Date: Wed, 26 Jul 2006 10:59:14 -0400
To: [e-mail]
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please do
not send your response as a reply to this e-mail or via fax. The hard copy is being
sent via US Mail. All response correspondence is to be mailed via hard copy to the 401
Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604 unless
otherwise noted.
Content-Type: application/msword
061166CORaleighNeuseRiverW WTP(Wake)On_Hold.doc
Content-Encoding: base64
1 of 1 7/26/2006 11:02 AM
August 16, 2006
OLD -I?t? tom.
Ms. Cynthia B. Karoly, Environmental Supervisor
401 Wetlands Unit.
NC DENR - Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Pre-Construction Notification (PCN) Application Form
Utility Line Crossing
City of Raleigh Neuse River Biosolids Farm Reclaimed Irrigation System
Non-Discharge Permit No. WQ0001730
Wake County
Dear Ms. Karoly:
This letter serves to acknowledge our receipt of your letter dated July 26, 2006 requesting more
information for the Pre-Construction Notification (PCN) Application Form submitted for the subject
project. We have addressed each of the requested items by revising the project plans. Enclosed are
seven copies of the revised drawings related to the utility line stream crossing for your review. We
have also revised pages 8, 9, and 11 of the PCN Application Form to reflect the impacts to the
intermittent stream and Neuse riparian buffers. Seven copies of these revised pages are attached and
should be inserted into the original submitted PCN Application Form.
If you have any questions relative to these matters, please do not hesitate to contact me at (910)575-
5880.
Sincerely,
R Engineering, Inc. of the Carolinas
Donald L. Safrif
Project Manager
DLS/lck
?r= (7:;?,COWL': 9?
AUG 2 1 2006
DENR - WATER UUAIITY
VOLANDS IM STORIAWATER BRANCH
cc: Mr. Eric Kulz, DWQ-RRO
Mr. Monty Matthews, US Army Corps of Engineers - Raleigh Regulatory Field Office
Mr. Robert Massengill; City of Raleigh Public Utilities Department.
Mr. Tim Woody, City of Raleigh Public Utilities Department
HDR Engineering, Inc. of the Carolinas 9370-14 Buach Orive Rhone: [phone]
Calabash, NC 28467 Fax. [phone]
v,^rm.hdrinc,com
RE: DWQ # 06-1166 City of Raleigh Neuse River WWTP
Subject: RE: DWQ # 06-1166 City of Raleigh Neuse River WWTP
From: "Safrit, Donald" <[e-mail]>
Date: Wed, 26 Jul 2006 10:59:45 -0500
To: "Laurie Dennison" <[e-mail]>
Laurie,
Thanks for the electronic notification! We will definitely respond to
these questions and do our best to meet the 3 week deadline.
Thanks, Don
Donald L. Safrit, P.E.
Senior Project Manager
HDR ONE COMPANY Many Solutions
9970 Beach Drive, Suite 14 Calabash, NC 28467-2963
Phone [phone] Fax [phone] Cell 910-443-1110
Email: don.safrit©hdrinc.com
Visit our web site: www.hdrinc.com
-----Original Message-----
From: Laurie Dennison [mailto:laurie.j.dennisonancmail.net]
Sent: Wednesday, July 26, 2006 10:59 AM
To: [e-mail]
Cc: Safrit, Donald
Subject: DWQ # 06-1166 City of Raleigh Neuse River WWTP
Please see attached the Division of Water Quality's request for more
information related to your recent application. Please note that this
message is being forwarded to you electronically so that you may
expedite preparation of your response. Please do not send your response
as a reply to this e-mail or via fax. The hard copy is being sent via
US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd.,
Raleigh, NC, 27604 unless otherwise noted.
1 of 1 7/26/2006 12:12 PM
I rL4D),j
411,
July 12, 2006
2 0 0 6 1 1 G G
Ms. Cynthia B. Karoly, Environmental Supervisor
401 Wetlands Unit
NC DENR - Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Pre-Construction Notification (PCN) Application Form
Utility Line Crossing
City of Raleigh Neuse River Biosolids Farm Reclaimed Irrigation System
Non-Discharge Permit No. WQ0001730
Wake County
Dear Ms. Karoly:
The City of Raleigh has engaged HDR Engineering, Inc. of the Carolinas to design reclaimed water.
irrigation facilities to serve the Neuse River Wastewater Treatment Facility. The irrigation system
improvements will be installed on fields at the Biosolids Farm and will include:
? Flow meter and associated vault
? Approximately 11,100 feet of 12-inch distribution main
o Approximately 30,500 feet of irrigation supply lines
? Control valves, irrigation risers, spray heads, and electronic control equipment
These improvements will enable the City of Raleigh land apply reclaimed water as opposed to
discharging the effluent to the Neuse River. Land application of the effluent will reduce nutrient loads
to the Neuse River.
As a result of the minor stream impacts for the planned utility work, the attached PCN has been
developed and is being submitted. The crossing is needed for installation of the main reclaimed
distribution line and will be located below the bed of the stream. Any impacts should be minor and
temporary. The following material is being provided in accordance with the PCN instructions:
Q
,lilt. 1 3 2006
QUALMY
Om r!'i ra FIl( "Cli
o A check for $200 to address the 401 Water Quality Certification processing fee.
? Seven (7) collated copies of all USACE Permit materials for the Project which includes the
application form along with map, photos, site plan, crossing detail, etc.
Please accept this letter as our formal request for approval of the subject improvements and issuance of
appropriate authorization to proceed with construction of the project.
If you have any questions relative to these. matters, please do, not. hesitate to contact me at (910)575-
5880.
Sincerely,
DR Enginccrinb, Inc. of the Carolinas
onald L. Safrit, P.E
Project Manager
DLS/lck
cc: Mr. Eric Kulz, DWQ-RRO
Mr. Monty Matthews, US Army Corps of Engineers - Raleigh Regulatory Field Office
Mr. Robert Massengill, City of Raleigh Public Utilities Department
Mr. Tim Woody; City of Raleigh Public Utilities Department .
Raleigh PCN Request NC DwQ.doc
Office Use Only: 2 O Form Version Marc6h 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
H.
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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12 / WQC 3374
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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), the o IWI V
?J
Applicant Information U

JUL 1 8 2005
Owner/Applicant Information D5UR . WATIM ghA1,ITY
Name: City of Raleil;h - Public Utilities Departmeli?Tt11,'DINgSTWx.4XFJIL[-W'?tI
Mailing Address: Post Office Box 590
Raleigh. NC 27602
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tim.woody(a?ci.raleiah.nc.us
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: Donald L. Safrit, P.E.
Company Affiliation: HDR Engineering, Inc. of the Carolinas
Mailing Address: 9970-14 Beach Drive
Calabash, NC 28467
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: don. safrit(i hdrine.com
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: Neuse River WWTP - Biosolids Farm Spray Irrigation System
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Wake County 1751153969
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): I-40 East out of Raleigh,
Hwy 70 East at Garner, take a left at first stop light (Auburn-Knightdale Road, travel
approximately four miles and turn right on Battlebridue Road. Neuse River WWTP is at the
terminus of Battlebridge Road
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7129 ON 78.4882 °W
6. Property size (acres): Approximately 1,467 acres
7. Name of nearest receiving body of water: Unnamed tributary to the Neuse River
8. River Basin: Neuse
(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: Site is an existing agricultural operation that utilizes
'biosolids produced by the Neuse River WWTP for crop production purposes. No new fields
Page 6 of 12
are beina created Project involves construction of a reclaimed water spray irrigation system
to serve a portion of the biosolids farm.
10. Describe the overall project in detail, including the type of equipment to be used: Project
involves the construction of a solid set spray irrigation system to serve approximately 103
acres of farm fields. Future phases of project may expand irrigation system. Project requires
one crossing of existing perennial stream.
11. Explain the purpose of the proposed work: Irrigation distribution system needs to cross
perennial stream in order to provide reclaimed water to adjacent farm fields.
W. 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. No previous stream crossings or wetland impacts at biosolids farm site.
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.
Potential for future expansion of spray irrigation system which could possibly result in similar
additional minor stream crossings. Design process would attempt to avoid or minimize such
additional crossings.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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
DL,-.11toj'P
1. Provide a written description of the proposed impacts: Temporary impact associated with
utility line installation. Cut and cover pipe trench in stream bed in accordance with
regulatory requirements.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Twenty 20) - est.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multi 1 length X width, then divide b 43,560.
Stream Impact
Perennial Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
indicate on ma Intermittent.
Intermittent? Before Impact linear feet acres
1 Unnamed Tributary Temporary Intermittent 4 feet 10 feet 0.0009
to the Neuse River

Total Stream Impact (by length and acreage) 10 feet 0.0009

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
indicate on ma
Name of Waterbody

(if applicable)

Type of Impact Type of Waterbody

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

Impact
acres
N/A

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0009
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.0009
Total Stream Impact (linear feet): 10
?1/1_5
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Current land use in the vicinity of the pond:
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. Due to farm field
configurations and desire to irrigate receiving crops, this stream would need to be crossed at
some point. Selected crossing point provides minimal temporary stream impacts to accomplish
project goals and objectives.
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 January 15, 2002, 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 NCEEP 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
littp:Hli2o.enr.state.nc.us/ncwetlands/strm,ilide.htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A - mitigation not proposed since impacts are temporary and minimal.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): Zero (0)
Amount of buffer mitigation requested (square feet): Zero (0)
Amount of Riparian wetland mitigation requested (acres): Zero (0)
Amount of Non-riparian wetland mitigation requested (acres): Zero (0)
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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
3. 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.
identify V Yes ® No ?
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
2. If "yes", 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 fee
1 600**
2 400**
Total 1,000**
Multiplier I Required
3 (2 for Catawba) Zero (0)
1.5 Zero (0)
* Zone 1 extends out 30 feet perpendicular from the top of the near
additional 20 feet from the edge of Zone 1.
** Impacts to the riparian buffers indicated are for a utility crossing.
Zero (0)
of channel: Zone 2 extends an
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260. N/A
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Little to no impervious surfaces will be
generated as a result of the spray irrigation project
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.
This project is the disposal or utilization of reclaimed water generated by the Neuse River
WWTP Each gallon of reclaimed water will result in nutrient load reductions to the nutrient
sensitive Neuse River.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr. state.nc.us/ncwetlands. If no, please provide a short narrative description: Project
does not increase the treatment capacity of the Neuse River WWTP. Project is intended to
reduce the amount of wastewater and nutrients discharged to the Neuse River.
XV. 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).
a, ,goo
Ypplicant/Agent's Signature ?/ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

@ gg % .9 1
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OF
WATF?4
QG

Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
www.saw.usace.armY.miI/wet]ands/Perm its. htm1.
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 w?vw.saw.usace.army.mil/wetlands/index.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.ushicwet]ands 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, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
littp:Hw?vw.usace.anny.mil/inevfunctions/cw/cecwo/red/2002nMLpdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwet]ands/fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S.' may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 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 Nati onal 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 Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
h 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 276994617
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
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USGS Clayton Quadrangle Map Photoinspeded 1988
Photorevised 1973
1964
City of Raleigh - Public Utilities Department
Neuse River Wastewater Treatment Facility
Biosolids Farm Spray Irrigation System
Distribution Main Stream Crossing
View at Downstream Location
IUR
HDR Engineering, Ina
of the Carolinas
9970.14 Beach Dr. I Calabash, NC 38167
WAKE
COUNTY
M Vl/
' ? PROJECT
LOCATION
LOCATION MAP
Contract Drawings For
City of Raleigh
D. I
ease River WWTF
Reclaimed Water
Irrigation System
Biosolids Land
Application Site
Civil
INDEX OF DRAWINGS
GENERAL
G-01 GENERAL SYMBOLS, LEGEND AND ASBREVITICNS
G02 ELECTRICAL LEGEND AND ABsPFAATIONs
CIVIL
C01 OVERALL SITE MAP-PHASE I IMPROVEMEN S
C02 SPRAY IRRIGATION ZONE No. 25 PIPING PLA':
C07 SPRAY IRRIGATION ZONE NOS I A 2 PIPING PLAN
Cdr RRIGATION ZONE NOS. 1 a 17PPIW PLAN
SP
COS E
SPRAY IRRIGATION ZONE NOS, 185 PIPING RAN
DOS SPRAY IRRIGATION ZONE NOS.5 a7 WING RAN
C07 STANDARD DETAILS
COB STANDARD DETAILS
C09 STANDARD DETAILS
C.10 STANDARD DETAILS
OII EROSION CONTROL DETAILS
ELECTRICAL
EO1 ZONE VALVE COMMUNICATION SITE PLAN
E02 ELECTRICAL DETAIL AND BLOCK DIAGRAM
GOO K-AFFROVA, L

V1C1NfTY Project No.
10913-16574-018
Raleigh, North Carolina
April 2006
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SSUE DATE
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PROJECT MANAGER DONALD L. SAFRIT, PE
\A1x?W CAgO'
W. FLETCNER City of Raleigh
oP'r"
Neuse River Wastewater
x
?
MA Treatment Facility
Reclaimed Water Irrigation System
15 IX?
J. PO'AERS?2a/o6 Biosolids Land Application Site
PROJECT NUM"ER 010913-16574-018
N OENFRAE NOT'C
1. THE 100 YEAR FLOOD ELEVATION IN THIS AREA IS 165 FT.
FLOOD HAZARD AREA INFORMATION IS FROM FEMA FIRM PANEL
1371B3C0590. 'WAKE COUNTY, NORTH CAROLINA AND
UNINCORPORATED AREAS' REVISED DECEMBER 19, 1997.
2. SEE OETAIL NOS. 2 AND 3 ON DRAWING C-07 FOR SPRINKLER
RISER INSTALLATION DETAILS IN THE SPRAY IRRIGATION ZONE.
1 SEE OETAL NO. 4 ON DRAWING C-07 AND THE TABLE ON
DRAWING C-01 FOR THE ZONE VALVE ASSEMBLY CETAIL AND
SIZE INFORMATION.
4. CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO RETURN
THE EXISTING FARM ACCESS ROADS TO AN EQUAL OR BETTER
CONDITION AS FOUND BEFORE CONSTRUCTION BEGAN.
5. CONTRACTOR SHALL MINIMIZE THE DISTURBANCE TO ANY EXISTING
CROPS PUNTED IN THE BELLS WHERE CONSTRUCTION IS TO
TAKE PUCE
6. DISTURBED AREAS WITHIN THE FIELD BOUNDARIES AS SHOWN ON
THE PUNS WILL BE REPLANTED BY THE OWNER. CONTRACTOR
SHALL BE RESPONSIBLE FOR RESEEDING AND ESTABLISHING
OROUND COVER AS SPECIFIED IN SECTION 02930 OF THE
CONTRACT SPECIFICATIONS TO All OTHER DISTURBED AREAS-
7 . SETBACK BETWEEN SPRAY HEAD WETTED AREAS AND STREAM
SHALL BE A MINIMUM OF 50 FOOT.
I EGEN l
® AIR RELEASE VALVE
® ZONE VALVE ASSEMBLY
0 SPRAY NOZZLE (FULL RADIUS)
Q SPRAY NOZZLE (PART RADIUS)
e EXISTING MONITORING/TEST WELLS
- - - - BLUE LINE STREAM
- - - - SPRAY FIELD BOUNDARY
UNSUITABLE SOILS
F
100 YEAR ROOD ZONE
L_-_J

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1 >1A
A
y ?f t -I
I
F' yt
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-YA4 j[f'Fw3f' 14 y??'x ~?f S ,E?' tea: T,
KEY MAP
NTS
SPRAY IRRIGATION ZONE NOS.3 & 13
PIPING PLAN
0®' FILENAME OOC-O4.DWG s"iEf
SCALE I• - 100' C'UY
IC
B
A
2
4LTER FABRIC
SEE NOTE 1 -
NOTES. ?
L FABRIC TO BE ANCHORED IN THE
TRENCH WITH 3/4' CLEAN STONE
AT LEAST 8' CEEP.
2. POSTS TO BE MIN. OF 2'-0'
IN GROUND,
3. BRACE POSTS WHERE NECESSARY.
4. ATTACH FABRIC TO WIRE WITH
STAPLES OR METAL RNGS.
5. POST SHALL BE 2 1/2' CA. ROUND PRESSURE
TREATED PINE OR METAL 'Y POST
WEIGHING 1.33 LB. PER LINEAR FOOT.
1.)
3
I RIPRAP
o W41NTENANCE
CORRDOR
RECLNMED
WATER MAIN
TEMPORARY y
DIVERSION
YP
I
TEMROAARY PLAN
(TYP ON CI•,^H OR ?ORIGINA STRUMBANK
?P) STREAM
FILTER fABRC--? 18' LISTS [ RI?RAP
RRCPCSED-\
WATER ED
W {
ATER MNN I?
SECTION A-A
NOTE:
A. RIP RAP All DISTURBED SIDE SLOPES. AND BOTTOM OF STREAM BED ONLY.
8. EOUIPMENT IS NOT ALLOWED TO CROSS THE CREEKS. ACCESS MUST BE
OBTAINED FROM EITHER SIDE OF THE CREEK VIA THE ROAD.
C. THE RECLAIMED WATER MAN SHALL BE INSTALLED WITH NO JOINTS
CONNECTED WITHIN 2 FEET OF THE STREAM BANK.
D. THE STREAM CROSS SECTION MUST BE RESTORED TO ITS ORI ;NAL CRAZE
AND ELEVAT.ON.
RECLAIMED WATER MAIN CROSSING DETAIL
SMALL CREEK n
NOT TO SCALE
4
r.FNFRA EROSION CONTROL NOTES'
1. ESTABLISH TEMPORARY AND PERMANENT COVER IN AREAS DISTURBED CUTSME OF
AORICULTURA FIELDS OR FIRM ACCESS ROADS.
2. PROFICE SILT FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY
ENGINEER.
3. PROVIDE CHECK DAMS AS INDICATED ON DRAWINGS OR AS DIRECTED BY TEH
ENGINEER.
4. ALL DITCH LINES DISTURBED OR RELOCATED DURING CONSTRUCTION SHALL BE
RESTABAIZ-E BY THE CONTRACTOR. INSTALL A TEMPORARY DITCH LINER OF
JUTE OR GEOTEXTILE FABRIC ON THE DITCH BOTTOM AND SGE SLOPES.
5. COMPLY TO THE FOLLOWING CONSTRUCTION SEQUENCE..
A. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR
TO LARD DISTURBANCE.
B. INSPECT ALL EROSION AND SEDIMENT CCNTROL DEVICES ON A ROUTINE
B15;5 AND IMMEDIATELY FOLLOWING ANY RANFAL.
C. PERFORM ALL NECESSARY "WENANCE ON EROSION AND SEDIMENT CONTROL
DEVICES 'JNTIL A VEGETATIVE COVER 5 ESTABLISHED. REPAR AND REPLACE
ALL DETERIORATED MATERIALS.
D. ESTABLISH TEMPCRARY REVEGETADCN OF CRITICAL AREAS IMMEDIATELY.
E. STABILIZE ALL SPOIL AREAS
F. INSTALL ALL PERMANENT EROSION AND SEDIMENT CONTROL CEVICES.
G. PROVIDE PERMANENT GROUND CCVER AS SPECIFIED.
H. REMOVE -EMPORARY EROSON AND SEDIMENT CONTROL DEVICES AND
MEASURES UPON COMPLETION OF PROJECT.
B
ONE LAYER OF EROSION
CONTROL FABRIC
4'-0' t NOTE: RIPRAP TO EXTEND
MIN 15' FROM DISCHARGE
PRO.
I RIPRAP DETAIL
NOT TO SCALE
1.5' MIN.
D
I
h
FILTER FABRIC I,
Ca~;
PLAN
CLASS A OR B
EROSION CONTROL
STONE ?T
2 24' MAX.
(AT CENTER)
3i
SECTION C-C
CHECK DAM DETAIL
NOT TO SCALE
- PROJECT MANAGER DONALD, L. SAFRIT, PE
w. FLETCHER City of Raleigh EROSION CONTROL DETAILS
\P kCAROY ry, a
Neuse River Wastewater

ilit
t F
t
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FD R,
i7 ac
,
men
y
Trea
_ Reclaimed Water Irrigation System SHEET
I
DWG
?
° ^'
.
L.FILENAME OOC-I
Zd1
+" 04/2005 FINAL ORAwMG-NOT RELEASED FOR CONSTRUCTION POWERS a%
r?L BioSOlidS Land Application Site
SAE NO SCALE
DESCRIPTION PROJECT NUMfiER 010917-16574-018 I
ISSUE DATE
A
SILT FENCE DETAIL n
NOT TO SCALE
July 12, 2006
Mr. Monty Matthews, Wake County Coordinator
Raleigh. Regulatory Field Office
US Army Corps of Engineers
650,8 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615 .
Re: Pre-Construction Notification (PCN) Application Form
Utility Line Crossing -
City of Raleigh Neuse River Biosolids Farm Reclaimed Irrigation System
Non-Discharge Permit No. WQ0001730
Wake County
Dear Mr. Matthews:
The City.of. Raleigh has- engaged HDR Engineering, Inc. of the Carolinas to design reclaimed water
irrigation facilities to serve the Neuse River Wastewater. Treatment Facility.. The. irrigation system
improvements will be installed on fields at the Biosolids Farm and will include:
4 Flow meter and associated vault
4 Approximately 111100 feet of 12-inch distribution main:
? . Approximately 30,500 feet of irrigation supply lines.
? Control valves, irrigation risers, spray heads, and electronic control equipment
These improvements ' will enable the City. of. Raleigh land apply reclaimed water as opposed to
discharging the effluent to the Neuse River. Land application of the effluent will reduce nutrient loads
to the Neuse River:
Asa result of the minor stream. impacts for the planned utility work, the attached PCN has been
developed and is being submitted. The crossing is needed, for installation of the main reclaimed
distribution line and will be located below the bed of the stream.. Any impacts should be minor and
temporary. The following material is being provided in accordance with the PCN instructions:
Mr. Monty Matthews
Page 2 of 2
One original and.one copy of the completed application form. along with supporting narrative,
maps, data forms, photos, etc:
Please accept this letter as our formal request for approval of the subject improvements and, issuance of
appropriate authorization to proceed with construction of the project.
If you have any questions relative to these matters, please do not hesitate to contact me at (910)575=
5880.
Sincerely;
R Engineering, Inc. of the Carolinas
Donald L: Safr t, E.
Project Manage
DLS/lck
cc: Mr. Eric Kulz, DWQ-RRO
Mr. Robert Massengill, City. of Raleigh Public Utilities Department
Mr. Tim Woody, City of Raleigh Public Utilities Department

C
WATF?4
?G
7a
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
www.saw.usace.army.mi]/wet] ands/Permits.html.
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 w ww.saw.usace.annv.mil/wetlands/index.html, 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/ncwetiands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 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, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://www.usace.anny.mil/inet/functions/cw/cecwo/reQ/2002nwps.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetiands/fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 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]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 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 I - 4.
Page 4 of 12
Office Use Only: O Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval (s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12 / WQC 3374
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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 -4xn
Environmental Concern (see the top of page 2 for further details), p D
UV
- t1 D
II. Applicant Information
JUL 1 g 2006
1. Owner/Applicant Information DENR • WATER QVALITY
Name: City of Raleigh - Public Utilities DeparttMTltltAMSTOMTERERM40i
Mailing Address: Post Office Box 590
Raleigh, NC 27602
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tim.woodynci.raleiah.nc.us
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: Donald L. Safrit, P.E.
Company Affiliation: HDR Engineering, Inc. of the Carolinas
Mailing Address: 9970-14 Beach Drive
Calabash, NC 28467
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: don.safrit(crhdrinc.com
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: Neuse River WWTP - Biosolids Farm Spray Irrigation System
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Wake County 1751153969
4. Location
County: 'Jake Nearest Town: Garner
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): I-40 East out of Raleigh,
Hwy 70 East at Garner, take a left at first stop light (Auburn-Knightdale Road, travel
approximately four miles and turn right on Battlebridge Road. Neuse River WWTP is at the
terminus of Battlebridge Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7129 ON 78.4882 °W
6. Property size (acres): Approximately 1,467 acres
7. Name of nearest receiving body of water: Unnamed tributary to the Neuse River
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.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: Site is an existing agricultural operation that utilizes
biosolids produced by the Neuse River WWTP for crop production purposes. No new fields
Page 6 of 12
are beina created Project involves construction of a reclaimed water spray irrigation system
to serve a portion of the biosolids farm.
10. Describe the overall project in detail, including the type of equipment to be used: Project
involves the construction of a solid set spray irrigation system to serve approximately 103
acres of farm fields. Future phases of project may expand irrigation system. Project requires
one crossing of existiniperennial stream
11. Explain the purpose of the proposed work: Irrigation distribution system needs to cross
perennial stream in order to provide reclaimed water to adjacent farm fields.
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. No previous stream crossings or wetland impacts at biosolids farm site.
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.
Potential for future expansion of spray irrigation system which could possibly result in similar
additional minor stream crossings. Design process would attempt to avoid or minimize such
additional crossings.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: Temporary impact associated with
utility line installation. Cut and cover pine trench in stream bed in accordance with
regulatory requirements.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
senarately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Twenty _(20) - est.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
1 Unnamed Tributary Temporary Intermittent 4 feet 10 feet 0.0009
to the Neuse River

Total Stream Impact (by length and acreage) 10 feet 0.0009
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
N/A

Total Open Water Impact (acres)

Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0009
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.0009
Total Stream Impact (linear feet): 10

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Current land use in the vicinity of the pond:
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. Due to farm field
configurations and desire to irrieate receivinu crops. this stream would need to be crossed at
some point. Selected crossing point provides minimal temporary stream impacts to accomplish
project,goals and objectives.
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 January 15, 2002, 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 NCEEP 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
littl)://112o.enr.state.nc.us/ncwet]ands/stmiQide.htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A - mitigation not proposed since impacts are temporary and minimal.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wm/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): Zero (0)
Amount of buffer mitigation requested (square feet): Zero (0)
Amount of Riparian wetland mitigation requested (acres): Zero (0)
Amount of Non-riparian wetland mitigation requested (acres): Zero (0)
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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
3. 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 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
2. If "yes", 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.
Impact Required
Zone* r ate Multiplier rf, ; „.:,,.,
1 600** 3 (2 for Catawba) Zero (0)
2 400** 1.5 Zero (0)
Total 1,000** Zero (0)
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
** Impacts to the riparian buffers indicated are for a utility crossing.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Little to no impervious surfaces will be
generated as a result of the spray irrigation project.
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.
This project is the disposal or utilization of reclaimed water Generated by the Neuse River
WWTP Each gallon of reclaimed water will result in nutrient load reductions to the nutrient
sensitive Neuse River.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: Project
does not increase the treatment capacity of the Neuse River WWTP. Project is intended to
reduce the amount of wastewater and nutrients discharged to the Neuse River.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
a, ,goo,
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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USGS Clayton Quadrangle Map Photoinspccted 1988
Photorevised 1973
1964
City of Raleigh - Public Utilities Department
Neuse River Wastewater Treatment Facility
Biosolids Farm Spray Irrigation System
Distribution Main Stream Crossing

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HDR Engineering, Inc.
of the Carolinas
997014 Beach Dr. I Calabash, NC 28187
Contract Drawings For
City of Raleigh
Meuse River WWTF
Reclaimed Water
Irrigation System
Biosolids Land
Application Site
Civil
INDEX OF DRAWINGS
GENERAL
G-01 GENERAL SYMBOLS, LEGEND AND AMPLIMTICNS
G-02 ELECTRICAL LEGEND AND ABBREVIATIONS
CIVIL
C-01 OVERALL SITE MAP - PHASE I IAPROVU ENTS
C-02 SPRAY IRRIGATION ZONE NO. 25 PIPING PLAN
CN SPRAY IRRIGATION ZONE NOS.taIPO'IVG PUN
CM SPRAY IRRIGATION ZONE NOS. 0a 17 PINING PLAN
C45 SPRAYIRRIGATION ZONE NOS./a5 PP NG RAN
C-08 SPRAY IRRIGATION ZONE NOS. ea 7PIP'ID RAY
C07 STANDARD DETAILS
C-06 STANDARD DETAILS
C0I9 STANDARD DETAILS
O70 STANDARD DETAILS
G11 EROSION CONTROL DETAILS
ELECTRICAL
E-01 ZONE VALVE COMMUNICATION SITE PAN
E-02 ELECTRICAL DETAIL AND BLOCK DIAGRAM
FOR-QPPROURL
CS
tiN
VICINITY MAP
Project No.
10913-16574-018
Raleigh, North Carolina -
April 2006
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2 0.60 pan Circle
10" 1,JZs
Totals 103.11 3 0.60 full circle a - 3,315
15.0.55-full" 6 - 5,945
5 055-Part circle 4- • 20,135
9.050•full circle
34.0.50-part circle .
Main Distribution Line: 12" =11,120 LF
. Line lengths include manifolds starting at the PRY
GEN-A: N'OTCS
1. ZONES 8, 9 IO 11 12. 20, 21, 22,
23. AND 24 ARE E%ISIN6 IRRICAT:ON
AREAS.
2. SOURCE OF BLUE LINE SREAM
INFORMATION IS USG5 GA i
8
A
PROJECT MANAGER CONALD L. SAFRIT, PE
W FLETCHER
City of Raleigh OVERALL SITE MAP
NeUse River Wastewater1 PHASE 1 IMPROVEMENTS
GO
• ?
??'
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` Treatment Facility
??, +?,
` MTAP?/
stem
d Water Irri
ation S
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. 04/2006 FINAL CRANING-NOT RELEASE FOR CONSTRUCTION J PO'NEPS 0G Biosolids Land Application Site
•
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Q?
ISSUE OATF DESCRIPT'.ON PROJECT NUMEER 010913-16574-019 I1 . BCD
SCALE I
l4•
Zone 13
PMn-1 Tag N."Or N-11 Sua•. F.iIPFR
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ZONE 17 WETTED AR EA: 10.66 ACRES
mATCHUNE -1-2- STA 0+05
FOR CONTINUATION SEE SHEET C-03
MATCHO
FOR CO
-L- NTINUAST
CTIOry SEC +09
12` GATE I1?'?171 r / } 1j SHEET C_C3
f -?14 VE1 $I IS>I 111E
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DETAIL ON SHEET C-1I / `APPRO% \ \ \ l V N i \
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04/2,06 FINAL CRAWNG-NOT RELEASED FOR CONSTRUCTION
wnuaaw w,.IU+.AaPan 6SUE DATE GESLPoPDON
PROJECT MANAG?ERT?'p-ONALD?L SAFRIi?PE
W. iLl ETCMF2
J POWERS
010913-11
.3PIH CAR0?4,
nnlle u,
City of Raleigh
Neuse River Wastewater p
Treatment Facility
Reclaimed Water Irrigation System
Biosolids Land Application Site
N CENEPX 1OT11
I. THE 100 YEAR FLOOD ELEVATION IN THIS AaEA IS 165 FT.
y\ FLOOD HAZARO AREA INFGRMATION IS FROM FEMA FARM PANEL
},1 #57783CO590, WAKE COUNTY, NORTH CAROLINA AND
UNINCORPORATED AREAS" REVISED DECEMBER 19, 1997.
Z. SEE DETAIL NOS. 2 AND 7 ON BRAKING C-07 FOR SPRINKLER
RISER INSTALLATION DETAILS IN THE SPRAY IRRIGATION ZONE.
3. SEE CL-TAIL NO A ON CRaW'NG C-07 AND THE TABLE ON
ORAANG C-01 FOR THE ZONE VALVE ASSEMBLY DETAIL AND
SIZE INFORMATION
4. CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO RETURN
THE EXISTING FARM ACCESS ROADS TO AN EQUAL OR BETTER
CONDITION AS FOUND BEFORE CONSTRUCTION BEGAN.
5. CONTRACTOR SHALL MINIMIZE THE CIS'URSANCE TO ANY EXISTING
CROPS PUNTED IN THE FIELDS WHERE CONSTRUCTION IS TO
TAKE PUCE.
6. DISTURBED AREAS WITHIN THE FIELD BOUNDARIES AS SHOWN ON
THE PLANS WILL BE REPLANTED BY THE OWNER CONTRACTOR
SHALL BE RESPCNSIBLE FOR RESEEDING AND ESTABLISHING
GROUND COVER AS SPECIFIED IN SECTICN 02930 OF THE
CONTRACT SPECIFICATIONS TO ALL OTHER DISTURBED AREAS
7. SETBACK BETWEEN SPRAY HEAD WETTED AREAS AND STREAM
SHALL BE A MINIMUM OF 50 FOOT.
LEGEN
©
AIR RELEASE VALVE
® ZONE VALVE ASSEMBLY
Q SPRAY NOZZLE (FULL RADIUS)
O SPRAY NOZZLE (PART RADIUS)
e EXISTING MONITORING/TEST WELLS
--- - - BLUE LINE STREAM
- SPRAY FIELD BOUNDARY
UNSUITABLE SOILS

IGO YEAR ROOD ZONE
_J
r-4 ---

7
a
"
, ir?
r
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y, f i.v
+ NJ
f

KEY MAP
NTS
`PRAY IRRIGATION ZONE NOS. 3 813
PIPING PLAN
0?r 2' FILENAME OOC-O4.CwG SHEET
SCALE I' .100' C-04
IC
8
2
4
II
II
I I ?
AC
II
II II ?
`II II
l1 I I
11
? II
/
FLIER F>vEr: I
SEE NOT£ I J
lJ
?,OTFI
1. FABRIC TO BE ANCHORED IN THE

TRENCH WITH 3/4' CLEAN STONE I
L j
AT LEAST 8' BEEP.
2. POSTS TO BE MIN. OF 2'-0'
IN GROUND.
3. BRACE POSTS WHERE NECESSARY.
4. ATTACH FABRIC TO WIRE WITH
STAPLES OR METAL RINGS. /?
/

' / \
/
S POST SHALL BE 2 1/2
CIA. ROUND PRESSURE TREATED PINE CA METAL 'T' POST \ \
???
\2
WEIGHING 1.33 LB. PER LINEAR FOOT. /
/
2"s 4' GALVANIZED
/ WOVEN WIRE
14 GAGE . 14 GAGE
' yIr?
z,o
3
<?3
wl o
?lw rGU551 RIPRAP
I
0.I I :,;.'ST.=:N 1 I A
o MAINTENANCE
CORRIDOR
FECLA;MED
WATER WEAN
TEMPORARY
CIIERS10N
(TYP.)
PLAN
TEM-PARY ?I )
CNERSI N
NERSIGN OR ?CR'NAL STREAMBANK
(ttP .) S--,M
FILTER FABRIC-
13' CLASS I RIPRAP
PROPOSED RECLA?MED-,
WATER MAIN
SECTION A-A
NOTE:
A. RIP RAP ALL OISTURBE) SICE SLOPES, AND BOTTOM OF STREAM BED ONLY.
B. EQUIPMENT IS NOT AL:QAEO TO CROSS THE CREEKS. ACCESS MUST BE
OBTAINED FROM EITHE'+ SIDE OF THE CREEK VIA THE ROAD.
C. THE RECLAIMED WATEP MA.N SHALL BE INSTALLED WITH NO JOINTS
CONNECTED WITHIN 2 FEET OF THE STREAM EANK.
D. THE STREAM CRCSS `_iCTIGN MUST BE FESTCREO TO ITS ORIGINAL GRADE
AND ELEVATION.
RECLAIMED WATER MAIN CROSSING DETAIL
SMALL CREEK
NOT TO SCALE
SILT FENCE DETAIL n
NOT TO SCALE
GENERAL EFOSInN CONTROL NOTES:
1. ESTABLISH TEMPORARY AND PERMANENT COVER IN AREAS DISTURBED CUT5iDE OF
AGROULTLRAL FIELDS OR FIRM ACCESS ROADS.
2. PROFICE S;LT FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY
ENGINEER.
S. PROVIDE CHECK DAMS AS INCICATED ON DRAWINGS OR AS DIRECTED 6Y TEH
ENGNEER.
4. ALL CITCH LINES C6TUREE OR RELOCATED DURING CONSTRUCTION SHALL BE
RESTABIUiED BY THE CONTRACTOR. INSTALL A TEMPORARY DITCH LINER OF
JUTE OR SEOTEXTILE FABRIC ON THE DITCH BOTTOM AND SIDE SLOPES.
5. COMPLY T) THE FOLLOWING CONSTRUCTION SEQUENCE.
A. INSTAL. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICE PRIOR
TO Vs.D DISTURBANCE.
B. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ON A ROUTINE
BASIS AND IMMEDIATELY FOLLOW;NG ANY RAINFALL
C. PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL
DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. REPAIR AND REPLACE
ALL DETERIORATED MATERIALS.
0. ESTAbL'SH TEMPORARY REVEGETATION OF CRITICAL AREAS IMMEDLATELY.
E. STABILZE ALL SPCIL AREAS.
F. INSTAL. ALL PERMANENT EROSON AND SEDIMENT CONTROL CEICES.
G. PROVIDE PERMANENT GROUND COVER AS SPECIFIED.
H. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND
MEASURES UPON COMPLETION OF PROJECT.

B
oA
ONE LAYER OF ERGS'AN
CONTROL FABRIC
'-0' NOTE: AZ). TO EXTEND
4I
MN 15' FROM DISCHARGE
PAD.
RIPRAP DETAIL
NOT TO SCALE
1,5' M.N.

C
FILTER FABRI

PUN
CLASS A OR B
EROS'AN CONTROL
STCNE
2
1,
2i MAX.
(A1 CENTER)

SECTION C-C
CHECK DAM DETAIL n
NOT TO SCALE
PROJECT MANAGER DONALD L. SAFR;T, PE
W RETCHER
City of Raleigh EROSION CONTROL DETAILS
?VNeuse River Wastewater
J

L Treatment Facility
ti `'S^
ation S
stem
d Water Irri
' R
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SHEET
/ p t' 2' FILENAME OOC-11.pwG
C4A2006 FINAL CRAAING-NOT RELEASED FOR CON57RUCTICN
7 'POWERS 4 ?20?oL Biosolids Land Application Site ® -
C-1
ISSUE GATE CESCA'.PTICN PROJECT 717
17 t. 17913-16574-018 SCALE NO SCALE
A
HDR ENGINEERING, INC 93455/929 [obank. 0707858
Havre, MT 59604-8002
8404 Indian Hills Drive
Omaha, Nebraska
68114-4049
Date 06/30/2006 Pay Amount 200.00***
Pay ****TWO HUNDRED AND XX / 100 DOLLAR****
To The
Order Of
NC DENR *
?`y??v
DIVISION OF WATER QUALITY
401 / WETLANDS UNIT
1650 MAIL SERVICE CENTER 4qv
RALEIGH, NC 27699-1650
no0?0?85811' 1:09 2904 5 541: 15008064668311'
Check Date: 06/30/2006 Check No. 0707858
Invoice Number Invoice Date Voucher ID Comment Paid Amount
NCDENR 1 06/21/2006 00987923 BLUE SLIP - KH 200.00
Vendor Number Name
0000110878 NC DENR
Check Number Date Total Amount Discounts Taken Total Paid Amount
0707858 06/30/2006 200.00 0.00 200.00
AP01
July 12, 2006
Mr. Monty Matthews, Wake County Coordinator
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Pre-Construction Notification (PCN) Application Form
Utility Line Crossing
City of Raleigh Neuse River Biosolids Farm Reclaimed Irrigation System
Non-Discharge Permit No. WQ0001730
Wake County
Dear Mr. Matthews:
The City .of Raleigh has engaged HDR Engineering, hic. of the Carolinas to design reclaimed water
irrigation facilities to serve the Neuse'River Wastewater Treatment Facility.. The, irrigation system
improvements will be installed on fields at the Biosolids Farm and will include:
o Flow meter and associated vault
e Approximately 11,100 feet of 12-inch distribution main:
? . Approximately 30,500 feet of irrigation supply lines
? Control valves, irrigation risers, spray heads, and electronic control equipment
These improvements will enable the City. of. Raleigh land apply reclaimed water as opposed to
discharging the effluent to the Neuse River. Land application of the effluent will reduce nutrient loads
to the-Neuse River:
As a result of the minor stream impacts for the planned utility work, the attached PCN has been
developed and is being submitted. The crossing is needed., for installation of the main reclaimed
distribution line and will be located below the bed of the stream.. Any impacts should be minor and
temporary.. The following material is being provided in accordance with the PCN instructions:
Mr. Monty Matthews
Page 2 of 2
One original and.one copy of the completed application form. along with supporting narrative;
maps, data forms, photos, etc:
Please accept this letter as our formal request for approval of the subject improvements and, issuance of
appropriate authorization to proceed with construction of the project.
If you have any questions relative to these matters, please do not hesitate to contact me at (910)575=
5880.
Sincerely;.
R Engineering, Inc. of the Carolinas
Donald L: Safr t, E.
Project Manage
DLS/lck
cc: Mr. Eric Kulz, DWQ-RRO
Mr. Robert Massengill; City. of Raleigh Public Utilities Department
Mr. Tim Woody, City of Raleigh Public Utilities Department
•
Raleigh PCN Request US COE.doc
i
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I
z
3
4
/ 12' GATE
I
V VE
I
/ .. - , Z E-
/
1. VALVE 7
ASSEMBLY
/
EXISTING 0
VEGETATNE S'YE

FIELD 28-
APPROX. \6
12 AC. , V.
MATCHLjNE
NTINQATION?A 79
f SEESHECT C-03
,'?a sII? I
b,l VFOERAi
1 S A 'T i.\
66? ?v
ZONE 13?v•
` ` +•. 1.
?--12'x12' TEE 'SILT FENCE
?A4 1 13 - . / L2 ST H 3,14
I'
SEE ENLARGEMENT OF STREAM
CROSSING - THIS SHEET ! 'T
?,? ?• b ?• .' / ELI TING `? + I I I I A '1 v.f.
? ',?? . VL A
54 + ? VtETATM \6 ICE-D 28-0
1 I. f N 1, 9, ` 17 S'WALE A I F 3 APPROX
?. T i' 1 ? 6 FIELD 28-E v? ?• I + ?'. V? V
1. d 1 * 's APPROX. + -... ,a
ZONE , .5 AC.
qq ' /It+•- J I\ I1 .8 I. k,' `14 Y1 A I 5 1 y `W y 1.
1 }'?1 12 SPRAY 12' SPRAY 1 4, I I, ?. A I
IIRRIGATION IRRIGAi ON /
ZONE13 'uaN? 6 J? I MAIN
E%STNC `? NW i 1l 1 `I'a ,i? r. \ •I !`' / I
GEfAwE 0 22 5 +4ND 18.
`0 " q y
V' 4,
L .
SWALE ?11 r+p + 'y ^,., A_
41,
a \ _ _ 5 4 SPRAY
0 4 eoorvcARr ( ,
+ % SL? FENCE ~v TYPICAL ?' -
4 V „ . 12 EXISTING FARM 1 ? .
_. E 'V 'a Vr`. e V • ?' +. 19, ?? 4 411 ACCESS
A ` 16 11 ROAD
I 3 7 I V \ ?,
13
..VALVE b
ASSEM Boa •, ?- 'l 201
21
6xIr? 9 p i 14
e +?\ [)?? ?? -? ?I SILT FENCE
\ i.
0 ? \ YE?R
8
V - 13 FLOOD ZONE
0I\ BOUNDARY TN 2
L w ' 1 SEE CREEK CROSSING
(/9\I a / t? " ?:+ I I I•. DETAIL ON SHEET C-11 .
Zone
ndn xunlh jTae N-b., NIL. Siza; FuWPnr1
1 .-030010260 065 PM
2 01002426D 065 PM
3 030030280 - 065 - FA
4 I Qld'.tO:BD 0.65 FA
6.. 010050ao 050 PM
6 ' 030060290 0.55 Full
2 03x1-026C 065 PM
8- 03-CC8026E 0.50 - Pxt
9 . 030Pd028C 065 FW,
10 0301028E 0.65 - FJ
I7- 03011-028E 065 Pat
- 12 : 07017429E 065 Pne•
13 030130280 065 FW,
,4 03014028E 055 Fug
15 - 03.0 5029E 0.65 FWI
16 -? 03016026E 0.65 Fuh
17 ? 03 74260 ' 0.65 Pr
18 - 03016029E 050 Pat
19 0101928E 050 I Pwt
20 OSC20026E 050 Pnn
21 10721428E 065.. Pat
ZONE 3 WETTED AREA: 11.53 ACRES
2 1 ;'1 7 ,? I .? a 0
12 r ,L i 1 Get, u 1/ /y.x 2
I E FIEL>P'32 I ?? 11 •`' K
SF \ 'AFFROX. 4
IT 0. L / a ,,
?C\ ''•+ . 11.4 A ?/ y y 607
5.. '?.' A.. STREAM
\0? 91+ fi, l ` v
15 10' UTILITY
ANCE
\ 's pp / // .? r •,_ / ,a
V ?`A .I t/ ?ly, . ( V t CONSTRUCTION/MAINTNN
CORRIDOR
\ .
'Al STREAM CROSSING
, I y y.1'
'.I L SCALE: 1.-50. LEGEN
sou yErv??
\: ' ?' I' / \• F , ;?• . ,p I `Y„ ® ZONE 1 NEUSE RIPARIAN
BUFFER TEMPORARY IMPACT
ZONE 2 NEUSE RIPARAN
® BUFFER TEMPORARY IMPACT
N CENEPAL NOTES
1. THE 100 YEAR FLOOD ELEVATION IN THIS AREA IS 165 FT.
FLOOD HAZARD AREA INFORMATION IS FROM FEMA FIRM PANEL
(137183CO590, 'WAKE COUNT. NORTH CAROLINA AND
UNINCORPORATED AREAS' REVISED DECEMBER 19, 1997.
2. SEE DETAIL NOS. 2 AND 3 ON DRAWING C-07 FOR SPRINKLER
RISER INSTALLATION DETAILS IN THE SPRAY IRRIGATION ZONE.
3. SEE DETAIL NO. 4 ON DRAWING C-07 AND THE TABLE ON
DRAWING C-01 FOR THE ZONE VALVE ASSEMBLY DETAIL AND
SIZE INFORMATION.
4. CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO RETURN
THE EXISTING FARM ACCESS ROADS TO AN EQUAL OR BETTER
CONDITION AS FOUND BEFORE CONSTRUCTION BEGAN.
5. CONTRACTOR SHALL MINIMIZE THE DISTURBANCE TO ANY EXISTING
CROPS PUNTED IN THE FIELDS WHERE CONSTRUCTION IS TO
TAKE PLACE.
6. DISTURBED AREAS WITHIN THE FIELD BOUNDARIES AS SHOWN ON
THE PLANS WILL BE REPLANTED BY THE OWNER. CONTRACTOR
SHALL BE RESPONSIBLE FOR RESEEDING AND ESTABLISHING
GROUND COVER AS SPECIFIED IN SECTION 02930 OF THE
CONTRACT SPECIFICATIONS TO ALL OTHER DISTURBED AREAS.
7. SETBACK BETWEEN SPRAY HEAD WETTED AREAS AND STREAM
SHALL BE A MINIMUM OF 50 FOOT.
8. CONTRACTOR SHALL NOT DISTURB ANY AREA OUTSIDE A 10
FOOT CORRIDOR FROM THE DISTRIBUTION MAIN. MANIFOLD
PIPING. OR IRRIGATION HEADS UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
KEY NOTES;
O CONTRACTOR SHALL INSTALL 12-IN DISTRIBUTION MAIN PRIOR TO
INSTALLING ZONE 3 MANIFOLD PIPING.
O AIR RELEASE VALVE
® ZONE VALVE ASSEMBLY
Q SPRAY NOZZLE (FULL RADIUS)
D ? U SPRAY NOZZLE (PART RADIUS)
,rn(r 7? ® EXISTING MONITORING/TEST WELLS
;VnFV?I
9 t 9 r-T - - BLUE LINE STREAM
1 1
?,I- - - SPRAY FIELD BOUNDARY
2006 UUNSUITABLE SOILS
?ANDgp?. tRQU
1o,ro?t„ , h??il1y
100 YEAR FLOOD ZONE

C
8
A
PROJECT MANAGER DONALD L. SAFRIT. PE

W. FLETCHER

CAR
' City of Raleigh

nn
SPRAY IRRIGATION ZONE NOS. 3 & 13
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DOC-04
1 04/2 006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWERS P
Biosolids Land Application Site 0 t
2
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FrnwFwwwlrwrnAClru ISSUE DATE DESCRIPIN)N PROJECT NUMBER 010913-16574-018 SCALE 1' >. 100' Ci-U4
Zone 13
ore= N I. $li1
PM n wme.r jog NumMr NouM Fu4Part
... _i .. _13-00122 055 Pat
1 F?
3 1110034M 055 FMI
4 . -13074072 055 . Pat
6 13045077 7 065 F?
6 ' 11"6077 065 - +- FUN
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6 130580.12 065 - FA
9 13079077 0.65 FA
10 13010032 065 fur
II 13011017 065 Pat
17 11012'17 065 Fua
13 13013'37 065 Full
H 1301x'72 065 ! Fu1
15 - 13015072 065 ?i F.1
16 13016072 055 FuF
17 13011'72 ' 065 i -FA
ZONE 13 WETTED AR EA: 10.86 ACRES
KEY MAP
NTS
2
J
4
NERAL EROSION CONTROL NOT
FILTER FABRIC
SEE NU1E I-
NOTES:
1. FABRIC TO BE ANCHORED IN THE
TRENCH WITH 3/4' CLEAN STONE
AT LEAST 8• DEEP.
2. POSTS TO BE MIN. OF 2'-0•
IN GROUND.
3. BRACE POSTS WHERE NECESSARY.
4. ATTACH FABRIC TO WIRE WITH
STAPLES OR METAL RINGS.
5. POST SHALL BE 2 1/2• D[0. ROUND PRESSURE
TREATED PINE OR METAL •T• POST
WEIGHING 1.33 LB. PER LINEAR FOOT.
??Ih )
SILT FENCE DETAIL n
NOT TO SCALE

COMPACTED
SAIL 2' MIN
' 18' MIN 0341
6' TYPICAL
TEMPORARY DIVERSION DITCH DETAIL r-31
NT$
J(010.)
PROPOSED
RECLAIMED
WATER MAIN
TEMPORARY
DIVERSION
(TYP J
PLAN
INSTALL TEMPORARY WOOD COIR
EROSCN CONTROL MATS AND
RESEED DISTURBED AREA
b AUJNTENANCE
- CORRIDOR
SILT FE NCE
TEMPORARY
ONERSION
(TYP.) D7'CH OR EROSION CONTROL MAT (TYP.) - SEE NOTE A
`TRAM
ORIGINAL STEP.MBANK
z?
5
i .
ga
SECTION A-A
NOTE:
A. INSTALL TEMPORARY WOOD COIR EROSION CONTROL MATS HELD IN PLACE
WITH WOOD STAPLES AND RESEED ALL DISTURBED STEAM BANKS IN
ACCORDANCE WITH SECTION 02930 OF THE SPECIFICATIONS.
B. EQUIPMENT IS NOT ALLOWED TO CROSS THE CREEKS. ACCESS MUST BE
OBTAINED FROM EITHER SIDE OF THE CREEK VA THE ROAD.
C. THE RECLAIMED WAIER MAIN SHALL BE INSTALLED W,TH NO JOWTS
CONNECTED WITHIN 2 FEET OF THE STREAM EANK.
0. THE STREAM CRO'SS SECTION MUST BE RESTORED TO ITS ORIGINAL GRADE
AND ELEVATION.
RECLAIMED WATER MAIN CROSSING DETAIL SMALL CREEK ! 2\
NOT TO SCALE
mo- 1.5' MIN.
I

/ P
FILTER FABRICS
,
C J;
PUN
CUSS A OR 0
EROSION COdTROL
STONE -
2
24• MAX.
(AT CENTER)
I
1 1'
1 1?r

SECTION C-C

CHECK DAM DETAIL n
NOT TO SCALE
1. ESTABLISH TEMPORARY AND PERMANENT COVER IN AREAS DISTURBED OUTSIDE OF
AGRICULTURAL FIELDS OR FIRM ACCESS ROADS.
2. PROFIDE SILT FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY
ENGINEER.
3. PROVIDE CHECK DAMS AS INDICATED CN DRAWINGS OR AS DIRECTED BY THE
ENGINEER.
4. ALL DITCH LINES DISTURBED OR RELOCATED DURING CONSTRUCTION SHALL BE
RESTABILIZED BY THE CONTRACTOR. INSTALL A TEMPORARY DITCH LINER OF
JUTE OR GEOTEXTILE FABRIC ON THE DITCH BOTTOM AND SIDE SLOPES.
5. COMPLY TO THE FOLLOWING CONSTRUCTION SEQUENCE:
A INSTALLND
TO ALLDISTURBANCETEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR
A
L
.
B. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY
SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF
(0.5) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED,
AS NECESSARY.
C. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRAD,NG. PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN
15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS FOLLOWING
COMPLETION OF INSTALLATION.
D. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION
ACTMTIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADOIMNAL CONTROL.
DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL
EROSION AND/OR OFFSITE SEDIMENTATION.
E. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE tRACKINC OF
MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR
SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENTS, AS MAY BE REQUIRED.
F. ESTABLISH TEMPORARY REVEGETATION OF CRITICAL AREAS IMMEDIATELY.
G. STABILIZE ALL SPOIL AREAS. '
H. INSTALL ALL PERMANENT EROSION AND SEDIMENT CONTROL DEVICES.
1. PROVIDE PERMANENT GROUND COVER AS SPECIFIED.
J. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND
MEASURES UPON COMPLETION OF PROJECT.
NO. 5 OR NO. 57 SEDIMENT
CONTROL STONE. 6• THICK

CLASS A STRUCTURAL STONE,

F 6• THICK
r INVERT PIPE
B? ---, JB
FLOW -

PUN
1'-6• INVERT PIPE -
FLOW
?• I 24 PIPE MAx.? _
SECTION A-B
NOTES.
1. STRUCTURAL STONE SHALL BE CLASS A STONE.
2. SEDIMENT CONTROL STONE SHALL BE NO. 5
OR NO. 57 STONE.
3. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER.
ROCK PILE INLET DETAIL
NTS
C
8
A
PROJECT MANAGER DONALD L. SAFRIT, PE

W. FLETCHER
" GnRD ARC City of Raleigh
y
EROSION CONTROL DETAILS
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lication Site 2• FILENAME GOC-11.DWG
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Nriww?u.ICNr.A N:n+r ISSUE GATE DESCRIPTION PROJECT NUMBER OtO9U-16514-018 . ..
;Y--?, pp SCALE NO SCALE C'?I
IMA.
HDR Engineering, Ina
of the Carolinas
9970.11 Beach Dr. I Calabash, NC 28181
WAKE
COUNTY
N
PROJECT
LocAnoN
LOCATION MAP
Contract Drawings For
City of Raleigh
Neuse River WWTF
Reclaimed Water
Irrigation System
Biosolids Land
Application Site
Civil
INDEX OF DRAWINGS
GENERAL
G-01 GENERAL SYMBOLS. LEGEND AND ABBEL1^TIONS
G-02 ELECTRICAL LEGEND AND ABBREVIATIONS
CIVIL
C01 OVERALL SITE MAP - PHASE 1 N ROVEAENI3
C-02 SPRAY IRRIGATION ZONE NO. 25 PIPING PLAN
C03 SPRAY IRRIGATICIN ZONE NOS.1 a 2 PIPING PLAN
COr SPRAY IRRIGATION ZONE NOS. 3a 13 PIPIMi PLAN
C05 SPRAY IRRIGATION ZONE NOS. 1a5 PIPING PLAN
C05 SPRAY IRRIGATION ZONE NOS. B a 7 PIPING
C07 STANDARD DETAILS
CW STANDARD DETASS
C09 STANDARD DETAILS
G10 STANDARD DETALS
C, 11 EROSION CONTROL DETAILS
ELECTRICAL
E-01 ZONE VALVE COMMUNICATION SITE PLAN
E-02 ELECTRICAL DETAIL AND BLOCK DIAGRAM
FOB APPROUL
LS IfA
VICINITY MAP
Project No.
10913-16574-018
Raleigh, North Carolina
April 2006
pllllq,l/
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LEGE D

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l ]
: EASEMENT
t
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Y? - SPRAYFIELD 800NDARY
4
GENERAL NOTES
1. ZONES 8. 9. 10, 11. 12. 20, 27, 22.
23, AND 24 ARE EXISTING IRRIGATION
AREAS.
2. SOURCE OF BLUE UNE STREAM
INFORMATION 15 USGS DATA.
C
. low M. d.ld
W.d.d An. P.rUm Lbm.Mg70 PIPe
bm NO F.Id N.. IAOny P• ISM) Nozd SI Dn.) L ..q.. I-S¢.In PR/9ix.0nl aml sin nn.l
...1 . 6 cas W b. r ..?

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10 :.65 WI omk t2 `A
,P 190
8 095 P„ortb II
2 26A
29 11.92 634
2 I
50.NII, a'- 175
2 1] t0 t0
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1 ISO a4k r 195
1' 2,275

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uns ..r 375
8-L65- Ul
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2 165.nncb ? r- 390
2 1565. pen onh r 950
2 C60 wn=I. r-?120
4 ur, 3SA. 358 12.24 1,636 s 0.s5.n cane
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34-^m-P It deb
Main Distribution Line: 12" =11,120 LF
Line lengths include manifolds starting at the PRV
7
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PROJECT MANAGER DONALD L. SAFRIT. PE
W, FLETGHER
CA CACity of Raleigh OVERALL SITE MAP
c2oPj ?;•f?s?; PHASE 1 IMPROVEMENTS
Neuse River Wastewater
ili
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04/2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWERS eJ/2a /qL Biosolids Land Application Site ??
SC4.E I700' C-0?
155,E DATE DESCRIPTION PROJECT NUM6ER 010913-76574-078 ( /
Zone 13
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17 -7-=
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1171 3 WETTED AREA, 10.86 ACRES
7
MATCHUNE -L2- STA 0+05
FOR CONTINUATION SEE SHEET C-03
MATCHUNE
FOR COMI _L) 'N
ST
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f' ,A ?An SEE SHE
(?,( It GAtE ` Is?N • I ET C_03
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Zone 3
PI w--.T19NurmF NouNS@ FWWPW
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sy ?e ?. ,s , / :1 I ?,HEU{3z / / , 1 ? 4i •q ?n?;v,
1Al rA.Cri
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_ PROJECT MANAGER DONALD L SAFRR, PE
W. FLETCHER ?1QZ, CAROB i
?0`p45ES61p? /-R S_
W-7 S_
r
DLSa /
04/2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWERS 11111
ISSUE DATE DESCRIPTION PROJECT NUMBER 010913-16574-018 x{(29 /D6
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N GFN R I NDTFS
I. THE 100 YEAR FLOOD ELEVATION IN THIS AREA IS 165 IT,
FLOOD HAZARD AREA INFORMATION IS FROM FEMA FIRM PANEL
0371 a3C0590• WAKE COUNTY. NORTH CAROLINA AND
UNINCORPORATED AREAS' REVISED DECEMBER 19. 1997.
2. SEE DETAIL NOS. 2 AND 3 ON DRAWING C-07 FOR SPRINKLER
RISER INSTALLATION DETAILS IN THE SPRAY IRRIGATION ZONE.
3. SEE DETAIL NO. 4 ON DRAWING C-07 AND THE TABLE ON
DRAWING C-01 FOR THE ZONE VALVE ASSEMBLY DETAIL AND
SIZE INFORMATION.
4. CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO RETURN
THE EXISTING FARM ACCESS ROADS TO AN EQUAL OR BETTER
CONDITION AS FOUND BEFORE CONSTRUCTION BEGAN.
5. CONTRACTOR SHALL MINIMIZE THE DISTURBANCE TO ANY EXISTING
CROPS PLANTED IN THE FIELDS WHERE CONSTRUCTION IS TO
TAKE PUCE.
6. DISTURBED AREAS WITHIN THE FIELD BOUNDARIES AS SHOWN ON
THE PLANS WILL BE REPLANTED BY THE OWNER. CONTRACTOR
SHALL BE RESPONSIBLE FOR RESEEDING AND ESTABLISHING
GROUND COVER AS SPECIFIED IN SECTION 02930 OF THE
CONTRACT SPECIFICATIONS TO ALL OTHER DISTURBED AREAS.
7. SETBACK BETWEEN SPRAY HEAD WETTED AREAS AND STREAM
SHALL BE A MINIMUM OF 50 FOOT.
LEGEN
®
AIR RELEASE VALVE
® ZONE VALVE ASSEMBLY
0 SPRAY NOZZLE (FULL RADIUS)
Q SPRAY NOZZLE (PART RADIUS)
e EXISTING MONITORING/TEST WELLS
----- BLUE JUNE STREAM
- - - - SPRAY FIELD BOUNDARY
UNSUITABLE SOILS

IDO YEAR FLOOD ZONE

fi
Vlly VI R tivig l
Neuse River Wastewater
Treatment Facility
Reclaimed Water Irrigation System
Biosolids Land Application Site
SPRAY IRRIGATION ZONE NOS. 3 8,13
PIPING PLAN
FILENAME OOC-04,DWG SHEET
0
1' 2-
scALE r - taa C-04
IC
B
A
KEY MAP
NITS
1
2
A
4
RLTER FABRIC
3EE NOTE '-
NOTES:
I. FABRIC TO BE ANCHORED IN THE
TRENCH WITH 3/4' CLEAN STONE
AT LEAST 8- DEEP.
2. POSTS TO BE MIN. OF 2'-0'
IN GROUND.
3. BRACE POSTS WHERE NECESSARY.
4. ATTACH FABRIC TO WIRE WITH
STAPLES OR METAL RINGS.
5. POST SHALL BE 2 1/2- CIA. ROUND PRESSURE
TREATED PINE OR METAL 'T- POST
WEIGHING 1.33 LB. PER LINEAR FOOT.

3
I RIPRAP
MAINTENANCE
CORRIDOR
WATER MAIN j /
TEMPORARY
DIVERSION
(TYR,)
PLAN
r-TEMPORARY
DIVERSION DI'CH A ORIGINAL STREAMBANK
(nv.) STREAM
FILTER FABRIC \ 18- CLASS I RIPRAP
PROPOSE
RECLAIMED ,
WATER MAIN
SECTION A-A
NOTE:
A. RIP RAP ALL DISTURBED SIDE SLOPES. AND 9070M OF STREAM BED ONLY.
B. EQUIPMENT IS NOT ALLOWED TO CROSS THE GREENS. ACCESS MUST BE
OBTAINED FROM EITHER SIDE OF THE CREEK VIA THE ROAD.
C. THE RECLAIMED WATER MAN SHALL BE INSTALLED WITH NO JOINTS
CONNECTED WITHIN 2 FEET OF THE STREAM BANK.
D. THE STREAM CROSS SECTION MUST BE RESTORED TO ITS ORIGINAL GRADE
AND ELEVATION.
RECLAIMED WATER MAIN CROSSING DETAIL
SMALL CREEK
NOT TO SCALE
F
SHOP
M?
-ONE DYER OF EROSION
CONTROL FABRIC
4'-0- NOTE: RIPRAP TO EXTEND
MIN :5" FROM DISCHARGE
PAD.
RIPRAP DETAIL 3
NOT TO SCALE
PLAN
CLASS A OR B
EROSION CONTROL
STONE
i
2 24-
MA%.
(AT CENTER)

SECTION C-C
CHECK DAM DETAIL
NOT TO SCALE
GENERAL EROSION CONTROL NOTES:
1. ESTABLISH TEMPORARY AND PERMANENT COVER IN AREAS DISTURBED OUTSIDE OF
AGRICULTURAL FIELDS OR FIRM ACCESS ROADS.
1 PROVDE SILT FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY
ENGINEER.
3. PROVIDE CHECK DAMS AS INDICATED ON DRAWINGS OR AS DIRECTED BY TEH
ENGINEER.
4. All DITCH LINES DISTURBED OR RELOCATED DURING CONSTRUCTION SHALL BE
RESTABIUZED BY THE CONTRACTOR. INSTALL A TEMPORARY DITCH LINER OF
JUTE OR GEOrEXTILE FABRIC ON THE DITCH BOTTOM AND SIDE SLOPES.
5. COMPLY TO T4E FOLLOWING CONSTRUCTION SEQUENCE..
A. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR
TO LAND DISTURBANCE.
B. INSPECT Al EROSION AND SEDIMENT CONTROL DEVICES ON A ROUTINE
BASIS ANC IMMEDIATELY FOLLOWING ANY RAINFALL
C. PERFORM ALL NECESSARY MANTENANCE ON EROSION AND SEDIMENT CONTROL
DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. REPAJR AND REPLACE
ALL DETEPIORATED MATERLALS.
0. ESTABLISH TEMPORARY REVEGETATION OF CRITICAL AREAS IMMEDIATELY.
E. STABILIZE ALL SPOIL AREAS.
F. INSTALL ALL PERMANENT EROSION AND SEDIMENT CONTROL DEVICES.
G. PROVIDE 'ERMANENT GROUND COVER AS SPECIFIED.
H. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND
MEASURES UPON COMPLETION OF PROJECT.
IC
B
A
PROJECT MANAGER DONALD L. SAERT, PE

W. PERCHER

; tW CAR0,, I

2 : ?SFSS':1 City of Raleigh EROSION CONTROL DETAILS
OF

Neuse River Wastewater
4110
ilit
t F

M ac
-
Treatmen
y

TD Reclaimed Water Irrigation System SHEET
q,
L. - FILENAME OOC-11.DWG
®.
04/20.05 NOT J. POWERS v?/201QG
I Biosolids Land Application Site SCALE NO SCALE
SCRIPTION PROJECT NUMBER 010913-16574-018 + I
ISSUE GATE DE
SILT FENCE DETAIL n
NOT TO SCALE
July 12, 2006 ? 0 0 i? 6 .6
Ms. Cynthia B. Karoly, Environmental Supervisor. 0 a D
401 Wetlands Unit
D
NC DENR - Division of Water Quality JUL 1 8 Z006
1650 Mail Service Center
Raleigh, North Carolina 27699-1650 DENR.- WATER QUALITY
MTLANDS AND STCPlA14G1TER BRANCH
Re: Pre-Construction Notification (PCN) Application Form
Utility Line Crossing -
City of Raleigh Neuse River Biosolids Farm Reclaimed Irrigation System
Non-Discharge Permit No. WQ0001730
Wake County.
Dear Ms. Karoly:
The City of Raleigh has engaged HDR Engineering, Inc. of the Carolinas to design reclaimed water.
irrigation facilities to serve the Neuse River, Wastewater. Treatment' Facility.. The irrigation system
improvements will be installed' on fields at the Biosolids Farm and will include: .
? Flow meter and associated vault
? Approximately 11,100 feet of 12-inch distribution main
? Approximately 30,500 feet of irrigation supply lines
? Control valves, irrigation risers, spray heads, and electronic control equipment
These improvements will enable the City. of'Raleigh land apply reclaimed water as opposed to
discharging the effluent to the Neuse River. Land application of the effluent will.reduce nutrient loads
to the Neuse River.
As a result of the minor stream impacts for the planned utility work, the attached PCN has been
developed and is being submitted. The crossing is needed for installation of the main, reclaimed
distribution line and will be located below the bed of the stream. Any impacts should be`minor and
temporary. The following material is being provided in accordance with the PCN instructions:
Ms Cynthia B. Karoly
Page 2 of 2
? A check for $200 to address the 401 Water Quality Certification processing fee.
? Seven (7). collated copies of all USACE Permit materials for the Project. which includes the
application form along with map, photos; site plan,.crossing detail, etc.
Please accept this letter as our formal request for approval of the subject improvements and issuance of
appropriate authorization to proceed with construction of the project.
If you have any questions relative to these. matters, please do. not. hesitate to contact me at (910)575-
5880.
Sincerely,..
R Engineering, Inc. of the Carolinas
onald L. Safrit, P.E
Project Manager
DLS/lck
cc: Mr. Eric Kulz, DWQ-RRO
Mr. Monty Matthews, US Army Corps of Engineers - Raleigh Regulatory Field Office
Mr. Robert Massengill,.City of Raleigh Public Utilities. Department
Mr. Tim Woody; City of Raleigh Public Utilities Department
Raleigh PCN Request NC DwQ.doc

?o
JUL 1 8 2006 I
UEryK -'r1ATER QUALITY
A'ElUNDS AND STOf01rYATER BRANCH Q
OF_--Fh'
Pre-Construction Notification (PCN) Application Form
?G

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
www.saw.usace.army.miI/wet]ands/Permits.htm 1.
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 wNvw.saw.usace.army.mil/wetlands/index.html, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.ne.us/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
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, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://www.usace.army.niii/inet/functions/cw/cecwo/re.Q/2002nwi)s.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://12o.ehnr.state.nc.us/ncwetlands/fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 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 Nati onal 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 Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
h and Wildlife Service / National N
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 276994617
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 March 05
USACE Action ID No. DWQ No. 2 0 0 6 1 1 6 6
(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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12 / WQC 3374
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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 l 0 h V L1??7? D
u ??JJ
II. Applicant Information D
JUL 1 8 2006
1. Owner/Applicant Information acN WATF!" QU G?TY
Name: City ofRaleigh - Public Utilities Department y4ltNa0Fy A?:a STa;+.?t?,AY?f# City X31
Mailing Address: Post Office Box 590
Ralei,gh, NC 27602
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
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: Donald L. Safrit, P.E.
Company Affiliation: HDR En ine eerina, Inc. of the Carolinas
Mailing Address: 9970-14 Beach Drive
Calabash, NC 28467
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: don. safrit(a?hdrinc.com
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: Neuse River WWTP - Biosolids Farm Spray Irrigation System
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Wake County 1751153969
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): I-40 East out of Raleigh,
Hwy 70 East at Garner, take a left at first stop light (Auburn-Knightdale Road, travel
approximately four miles and turn right on Battlebridge Road. Neuse River WWTP is at the
terminus of Battlebridge Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7129 ON 78.4882 °W
6. Property size (acres): Approximately 1,467 acres
7. Name of nearest receiving body of water: Unnamed tributary to the Neuse River
8. River Basin: Neuse
(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/mans/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is an existing agricultural operation that utilizes
biosolids produced by the Neuse River WWTP for crop production purposes. No new fields
Page 6 of 12
are being created Project involves construction of a reclaimed water spray irrigation system
to serve a portion of the biosolids farm.
10. Describe the overall project in detail, including the type of equipment to be used: Project
involves the construction of a solid set sprav irrigation system to serve approximately 103
acres of farm fields. Future phases of project may expand irrigation system. Project requires
one crossing of existing perennial stream.
11. Explain the purpose of the proposed work: Irrigation distribution system needs to cross
perennial stream in order to provide reclaimed water to adjacent farm fields.
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. No previous stream crossings or wetland impacts at biosolids farm site.
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.
Potential for future expansion of spray irrigation system which could possibly result in similar
additional minor stream crossings. Design process would attempt to avoid or minimize such
additional crossings.
VI. Proposed Impacts to Waters of the United Statcs/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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: Temporary impact associated with
utility line installation. Cut and cover pipe trench in stream bed in accordance with
regulatory requirements.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Twenty (20) - est.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
I Unnamed Tributary Temporary Intermittent 4 feet 10 feet 0.0009
to the Neuse River

Total Stream Impact (by length and acreage) 10 feet 0.0009
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation. dred&2. flooding, drainaize, bulkheads, etc.

Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
N/A

Total Open Water Impact (acres)
Page 8 of 12
`I
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0009
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.0009
Total Stream Impact (linear feet): 10
?-U5
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Current land use in the vicinity of the pond:
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. Due to farm field
configurations and desire to irdeate receivine crops, this stream would need to be crossed at
some point. Selected crossing, point provides minimal temporary stream impacts to accomplish
project goals and objectives.
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 January 15, 2002, 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 NCEEP 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://ii2o.enr.state.nc.us/ncwetiands/strmgide.htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A - mitigation not proposed since impacts are temporary and minimal.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): Zero (0)
Amount of buffer mitigation requested (square feet): Zero (0)
Amount of Riparian wetland mitigation requested (acres): Zero (0)
Amount of Non-riparian wetland mitigation requested (acres): Zero (0)
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify. V Yes ® No ?
2. If "yes", 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.
I Impact lrI I Required
Zone* _.? Multiplier
600**
400**
3 (2 for Catawba) Zero (0)
1.5 Zero (0) ??
Total 1,000** Zero (0)
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
** Impacts to the riparian buffers indicated are for a utility crossing.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
Page 11 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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
3. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", 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 Zero (0) 3 (2 for Catawba) Zero (0)
2 Zero (0) 1.5 Zero (0)
Total Zero (0) Zero (0)
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Little to no impervious surfaces will be
generated as a result of the spray irrigation project.
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.
This project is the disposal or utilization of reclaimed water generated by the Neuse River
WWTP Each gallon of reclaimed water will result in nutrient load reductions to the nutrient
sensitive Neuse River.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetIands. If no, please provide a short narrative description: Project
does not increase the treatment capacity of the Neuse River WWTP. Project is intended to
reduce the amount of wastewater and nutrients discharged to the Neuse River.
XV. 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).
a, .?(Z,
,Zpplicant/Agent's Signature Y Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
a
N
r
AIL'--_"?? ` '; .=.-?? •-'r=---=--??` is ??? { t 1. ??'s? ? •,a,
?4 2
COR-PUD
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1 I WWTP
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„
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? ` ? ?,''1 i?'/•?,.-. ?4 I. ?,i ??1'?/J i?? r.II?I??rr Qr?+'? I`l ?' >?r!" ' _
`l Y`? t 11 ./11!(r1 i '- ???'•••NNN- .`.`?' r .- .- ?. ? /? ? .f; J..`_
\y X124 Cr-.r.? ^•'.. ?hJ ? a`.?', `_? ~???'e?11D? "Y? r t
r J/
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4
USGS Clayton Quadrangle Map Photoinspected 1988
Photorevised 1973
1964

City of Raleigh - Public Utilities Department
Neuse River Wastewater Treatment Facility
Biosolids Farm Spray Irrigation System
Distribution Main Stream Crossing
} i
e
t

i :I
YYE l?.R.-Se' ,.
ye

View at Downstream Location
IDR
HDR Engineering, Ina
or the Carolinas
9970.14 Beach Dr. I Calabash, NC 33"7
WAKE
courmW
N
' i
PROJECT
Loc?noN
LOCA71ON MAP
Contract Drawings For
City of Raleigh
reuse River VVWTF
Reclaimed Water
Irrigation System
Biosolids Land
Application Site
Civil
INDEX OF DRAWINGS
GENERAL
G-01 GENERAL SYMBOLS LEGEND AND A88REVATICYS
G-02 ELECTRICAL LEGEND AND A86RENATIONS
CIVIL
C.01 OVERALL SITE MAP • PHASE I IMPROVEMENTS
C-02 SPRAY IRRIGATION ZONE NO. B PIPING PLAN
C03 SPRAY IRRIGATION ZONE NOS 1 A Z PIPING PUN
Oq SPRAY IRRICA71ON ZONE NOS. 3613 PIPIN3 PUN
GOS SPRAYIRRIGATION 2ONENGS.4 a5 PIPING PLAN
C-0e SPRAY IRRIGATION ZONE NOS 0 a 7 PIING PLAN
C-07 STANDARD DETAILS
C-W STANDARD DETAILS
C00 STANDARD DETAILS
G10 STANDARD DETAILS
GII EROSION CONTROL DETAILS
ELECTRICAL
E-0 1 ZONE VALVE COMMUNICATION SITE PUN
E-02 ELECTRICAL DETAIL AND BLOCK DIAGRAM
FOR-APP ,lOU'L
1,S
Nq
VICINITY MAP
Project No.
10913-16574-018
Raleigh, North Carolina
April 2006
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-- PROPERTY LINE
---- BLUE UNE STREAM
EASEMENT
-- SPRAYFIELD 63JNDARY
C-ERAL NOTE
1. ZONES 6, 9, 10, 11, 12. 20. 21, 21,
13. AND 24 ARE EXISTING IRRIGATION
AREAS.
2. SOURCE OF BLUE LINE STREAM
INFORMATION IS USGS DATA.
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Line lengths include manifolds starting at the PRV
s
A
PROJECT MANAGER DONALD L. SAFRIT, PE

w. FLE7CHCR
° II City of Raleigh OVERALL SITE MAP
,?w C_AgQ ??A
PHASE1IMPROVEMENTS
: ?:'O4SSLJ,: ,99? •
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DESCRIPTION PROJECT NUMEER 0,0913-16574-018 1
ISSUE DATE
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PROJECT MANAGER DONALD L SAFR;T, PE
W. FLETCHER
X06 e.I....e Ns
MMC`i?
04/2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWFRS
•rvwrrw.Imm?,rcyn ISSUE GATE DESCRIPTION PROJECT NUMGERI 010913-76574-018
?EPl`ICAq??/ '
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KEY MAP
NTS
%,r?y uT rullelgn
Neuse River Wastewater
Treatment Facility
Reclaimed Water Irrigation System
Biosolids Land Application Site
N-P S
N
I. THE 100 YEAR FLOOD ELEVATION IN THIS AREA IS 165 FT.
FLOOD HAZARD AREA INFORMATION IS FROM FEW FIRM PANEL
137183CO590, 'W'AKE COUNTY, NORTH CAROLINA AND
UNINCORPORATED AREAS' REVISED DECEMBER 19. 1997.
2. SEE DETAIL NOS. 2 AND 3 ON DRAWING C-07 FOR SPRINKLER
RISER INSTALLATION DETAILS IN THE SPRAY IRRIGATION ZONE.
3. SEE OVAL NO. 4 ON DRAWING C-07 AND THE TABLE ON
DRAWING C-01 FOR THE ZONE VALVE ASSEMBLY CL-TAL AND
SIZE INFORMATION.
4. CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO RETURN
THE EXISTING FARM ACCESS ROADS TO AN EQUAL OR BETTER
CONDITION AS FOUND BEFORE CONSTRUCTION BEGAN.
5. COX. RACTOR SHALL MINIMIZE THE DISTURBANCE TO ANY EXISTING
_
CROPS PLANTED IN THE FIELDS WHERE CONSTRUCTION IS T
TAKE PLACE
6. CISTUR60 AREAS WITHIN THE FIELD BOUNDARIES AS SHOWN ON
THE PLANS WILL BE REPLANTED BY THE OWNER, CONTRACTOR
SHALL BE RESPONSIBLE FOR RESEEDING AND ESTABLISHING
GROUND COVER AS SPECIFIED IN SECTION 02930 OF THE
CONTRACT SPECIFICATIONS TO ALL OTHER DISTURBED AREAS.
7. SETBACK BETWEEN SPRAY HEAD WETTED AREAS AND STREAM
SHALL BE A MINIMUM OF 50 FOOT.
LEGEND
© AIR RELEASE VALVE
® ZONE VALVE ASSEMBLY
0 SPRAY NOZZLE (FULL RADIUS)
Q SPRAY NOZZLE (PART RADIUS)
e EXISTING MONRORLNG/TEST WELLS
---- BLUE LINE STREAM
- - - - SPRAY FIELD BOUNDARY
UNSUITABLE SOILS

100 YEAR ROOD ZONE
L_--
J
4$
SPRAY IRRIGATION ZONE NOS.3 & 13
PIPING PLAN
0 1. 22• FILENAME OOC-04.DWC SH"ET
SCALE I- . 1G0' C "4
IC
B
A
I
2
'ALTER FABRIC
iEE NOTE 1 -
I . FABRIC TO BE ANCHORED IN THE
TRENCH WITH 3/4' CLEAN STONE
AT LEAST 8' DEEP.
2. POSTS TO BE MIN. OF 2'-0'
IN GROUND.
3. BRACE POSTS WHERE NECESSARY.
4. ATTACH FABRIC TO WIRE WITH
STAPLES OR METAL RINGS.
5. POST SHALL BE 2 1/2' DIA. ROUND PRESSURE
TREATED PINE OR METAL 'T' POST
WEIGHING 1.33 LB. PER LINEAR FOOT.

3
a 3
F o -CUSS 1 AIPRAP
? //
O ,MAINTENANCE
CORRIDOR
WATER MAN / S
TEMPORARY) /
DIVERSION
(TYP.)
PLAN
?71EMPORARY
OIVERSICN p,TrH OR ORIGINAL SFFAMBANK
TY STRUM
FILTER FABRIC-^-. 18' CUSS E RIPRAP
PRC"MZD
RECUIM?D I
WATER MAN ?-
I
SECTION A-A
NOTE:
A RIP RAP ALL DISTURBED SIDE SLOPES, AND BOTTOM OF STREAM BED ONLY.
B. EQUIPMENT IS NOT ALLOWED TO CROSS THE CREEKS. ACCESS MUST BE
OBTAINED FROM EITHER SIDE OF THE CREEK VIA THE ROAD.
C. THE RECLAIMED WATER MAIN SHALL BE INSTALLED WITH NO JOINTS
CONNECTED WITHIN 2 FEET OF THE STREAM BANK.
D. THE STRUM CROSS SECTION MUST BE RESTORED TO ITS ORIGINAL GRADE
AND ELEVATION.
RECLAIMED WATER MAIN CROSSING DETAIL
SMALL CREEK
NOT TO SCALE
4
CFNFR81 FRQ1 ION CONTROL NOTES-
1. ESTABLISH TEMPORARY AND PERMANENT COVER IN AREAS DISTURBED OUTSIDE OF
AGRICULTURAL FELTS OR FIRM ACCESS ROADS.
2. PROF10E SILT FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY
ENGINEER.
3. PROVIDE CHECK DAMS AS INDICATED ON DRAWINGS OR AS DIRECTED BY TEH
ENGINEER.
4. ALL DITCH LINES DISTURBED OR RELOCATED DURING CONSTRUCTION SHALL BE
RESTABILIZED BY THE CONTRACTOR. INSALL A TEMPORARY DITCH LINER OF
JUTE OR GEOTEXTILE FABRIC ON THE DITCH BOTTOM AND SIDE SLOPES.
5. COMPLY TO THE FOLLOWING CONSTRUCTION SEQUENCE
A INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR
TO LAND DISTURBANCE.
B. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ON A ROUTINE
BASIS AND IMMEDIATELY FOLLOWING ANY RAINFALL.
C. PERFORM ALL NECESSARY MAINTENANCE ON EROSION ANO SEDIMENT CONTROL
DEVICES UNTIL A VEGETATIVE COVER 5 ESTABLISHED. REPAIR AND REPLACE
ALL DETERIORATED MATERIALS.
D. ESTABLISH TEMPORARY REVEGETATION OF CRTICAL AREAS IMMEDIATELY.
E STABNZE ALL SPOIL AREAS.
F. INSTALL ALL PERMANENT EROS;CN AND SEDIMENT CONTROL DEVICES.
G. PROVIDE PERMANENT GROUND COVER AS SPECIFIED.
H. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND
MEASURES UPON COMPLETION OF PROJECT.
C
6
ONE LAYER OF EROSION
CONTROL FABRIC
. NOTE: RIPRAP TO EXTEND
MIN.
MIN 15' FROM CISCHARGE
PRO.
RIPRAP DETAIL
NOT TO SCALE
L5' MIN.
FILTER FABRIC
C;;:.
PLAN
CUSS A OR B
EROSION CONTROL
STONE
2 24- MAX.
(AT CENTER)

SECTION C-C
CHECK DAM DETAIL n
NOT TO SCALE
PROJECT MANAGER DONALD L SAFP.R. PE
W. FLETCHER City of Raleigh EROSION CONTROL DETAILS
`III CA Np?'
p1W A0(A ., ',

:?:?o1A>zo.: ?;
Neuse River Wastewater
ilit
t F
IUR ac
y
Treatmen
--; Reclaimed Water Irrigation System SHEE
0
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.
FILENAME DOC- 1 1.OwG
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7AL/2006 FINAL DRAWING-NOi RELEASED FOR CONSTRUCTION J. POWERS Biosolids Land Application Site SCALE NO SCALE
DESCRIPTION PROJECT NUMBER 01C913-115574-018
1
ISSUE DATE
A
SILT FENCE DETAIL
NOT TO SCALE
""bank.
HDR ENGINEERING, INC 93-455/929 0707858
Havre, MT 59604-8002
8404 Indian Hills Drive
Omaha, Nebraska
68114-4049
Date 06/30/2006 Pay Amount 200.00***
Pay ****TWO HUNDRED AND XX / 100 DOLLAR****
To The
Order Of
NC DENR
DIVISION OF WATER QUALITY
401 / WETLANDS UNIT
1650 MAIL SERVICE CENTER
RALEIGH, NC 27699-1650
1110 70 ?8 58111 1:09 2904 5 541: 150080646683111
Check Date: 06/30/2006 Check No. 0707858
Invoice Number Invoice Date Voucher ID Comment Paid Amount
NCDENR 1 06/21/2006 00987923 BLUE SLIP - KH 200.00
Vendor Number Name
0000110878 NC DENR
Check Number Date Total Amount Discounts Taken Total Paid Amount
0707858 06/30/2006 200.00 0.00 200.00
AP01
July 12, 2006
Mr. Monty Matthews, Wake County Coordinator
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615 .
Re: Pre-Construction Notification (PCN) Application Form
Utility Line Crossing
City of Raleigh Neuse River Biosolids Farm Reclaimed Irrigation System .
Non-Discharge Permit No. WQ0001730
Wake County
Dear Mr. Matthews:
The City.of. Raleigh has engaged HDR Engineering, Inc. of the Carolinas to design reclaimed water
irrigation facilities to serve the Neuse River Wastewater. Treatment Facility. The irrigation system
improvements will be installed on fields at the Biosolids Farm and will include:
4 Flow meter and associated vault
e Approximately 11,100 feet of 12-inch distribution main:
o . Approximately 30,500 feet of irrigation supply lines.
Control valves, irrigation risers, spray heads, and electronic control equipment
These improvements will enable the City. of. Raleigh land apply reclaimed water as opposed to
discharging the effluent to the Neuse River. Land application of the effluent will reduce nutrient loads
to the Neuse River:
Asa result of the minor stream impacts for the planned utility work, the attached PCN has been
developed and is being submitted. The crossing is needed, for installation of the main reclaimed
distribution line and will be located below the bed of the stream.. Any. impacts' should be minor and
temporary.. The following material is being provided in accordance with the PCN instructions.
• Mr. Monty Matthews
.Page 2 of 2
? One original and.one copy of the completed application form. along with supporting narrative,
maps, data forms, photos, etc:
Please accept this letter as our formal request for approval of the subject improvements and. issuance of
appropriate authorization to proceed with construction of the project.
If you have any questions relative to these matters, please do not hesitate to contact me at (910)575=
5880.
Sincerely;.
R Engineering, Inc. of the Carolinas
Donald L: Safr t, E.
Project Manage
DLS/lck
cc: Mr. Eric Kulz, DWQ-RRO
Mr. Robert Massengill; City. of Raleigh Public Utilities Department
Mr. Tim Woody, City of Raleigh Public Utilities Department
Raleigh PCN Request US COE.doc
I
1
2
3
4
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I • : 'IRRIGATION •?? Il
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19 00 rr ! 21 1f?ND ?- ?+ 18 ? . ' f? I ;? ? ,
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SILTt FENCE, •ttFICA1 /.,?. _ 37 `-E%ISTING FARM
• -' i cP ..•b ,? ..,\ \ . '' 1V 19 `(`t ROAD
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' BOUNDARY
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19 03.01%MSE 0.50 PM
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3 WETTED AREA 11.53 ACRES
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• b I r 1r ?'`
F) A i C r uc , v? ,_ v r/ /.?y s 20
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S,?, 'h5. 'v •e ' aFlELDR'32 ? I ?h ? ? ,r ? t ?!%? i
C 0 I,.` ," 9 a '. Yr / 4/ ?, - \•.\?? STREAM
S\. .? Is r`? ?. 10' UTILITY •.
\ `-.\ • ,?. . / ,';IY CONSTRUCTION/MAINhNANCE
I 1 I r '? 1 'CORRIDOR
STREAM CROSSING
SCALE: t'
LEGEND
ZONE I NEUSE RIPARIAN
7 !,, BUFFER TEMPORARY IMPACT
ZONE 2 NEUSE RIPARIAN
® BUFFER TEMPORARY IMPACT
GENERAL NOT
N 1. THE 100 YEAR FLOOD ELEVATION IN THIS AREA IS 165 FT.
FLOOD HAZARD AREA INFORMATION IS FROM FEMA FIRM PANEL
137183CO590, -WAKE COUNTY, NORTH CAROLINA AND
UNINCORPORATED AREAS' REVISED DECEMBER 19. 1997.
2. SEE DETAIL NOS. 2 AND 3 ON DRAWING C-07 FOR SPRINKLER
RISER INSTALLATION DETAILS W THE SPRAY IRRIGATION ZONE.
3. SEE DETA;L NO. 4 ON DRAWING C-07 AND THE TABLE ON
DRAWING C-01 FOR THE ZONE VALVE ASSEMBLY DETAIL AND
SIZE INFORMATION.
4. CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO RETURN
THE EXISTING FARM ACCESS ROADS TO AN EQUAL OR BETTER
CONDITION AS FOUND BEFORE CONSTRUCTION BEGAN.
5. CONTRACTOR SHALL MINIMIZE THE DISTURBANCE TO ANY EXISTING
CROPS PUNTED IN THE FIELDS WHERE CONSTRUCTION IS TO
TAKE PLACE.
6. DISTURBED AREAS WITHIN THE FIELD BOUNDARIES AS SHOWN ON
THE PLANS WILL BE REPLANTED BY THE OWNER. CONTRACTOR
SHALL BE RESPONSIBLE FOR RESEEDING AND ESTABLISHING
GROUND COVER AS SPECIFIED IN SECTION 02930 OF THE
CONTRACT SPECIFICATIONS TO ALL OTHER DISTURBED ARRAS.
7. SETBACK BETWEEN SPRAY HEAD WETTED AREAS AND STREAM
SHALL BE A MINIMUM OF 50 FOOT,
8. CONTRACTOR SHALL NOT DISTURB ANY AREA OUTSIDE A 10
FOOT CORRIDOR FROM THE DISTRIBUTION MAN, MANIFOLD
PIPING, OR IRRIGATION HEADS UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
KEY N0T«
OI CONTRACTOR SHALL INSTALL 12-IN DISTRIBUTION MAN PRIOR TO
INSTALLING ZONE 3 MANIFOLD PIPING.
LEGEN
O
AIR RELEASE VALVE
® ZONE VALVE ASSEMBLY
0 SPRAY NOZZLE (FULL RADIUS)
Q SPRAY NOZZLE (PART RADIUS)
® EXISTING MONITORING/TEST WELLS
D ?n?
--- •- BLUE LINE STREAM
? SPRAY FIELD BOUNDARY
UG 2 UNSUITABLE SOILS
I
20
YATER QUA
S4E,W,zA r y
100 YEAR FLOOD ZONE
L
VD
SIDP,ff
9a y W
M j
_J
r
r? ?,?CH

C
B
IA
PROJECT MANAGER DONALD L. SAFRIT, PE
h
8
3
W. FLETCHER d"t?Alr'4,r City of Raleig l 1
SPRAY IRRIGATION ZONE NOS. 3
?? 6P lV2sl ?ti'fy
? Neuse River Wastewater PIPING PLAN
???
???
14+
1 •:, Treatment Facility +-

a ,,.a
L?SN S? Reclaimed Water Irrigation System
0 t' 2'
FILENAME

C-04.DWG
00 SHEET
04/2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION ,. POWERS Biosolids Land Application Site
®
SCALE
1' - 1D0'
Ci•?4
ISSUE DATE DESCRIPTION PROJECT NUMBER 010913-16574-018 yU :1s? E'er''
KEY MAP
NTS
1
2
3
4
M SILT FENCE
Il
?f0
I I ° INSTALL TEMPORARY WOOD COIR
I I RFQB / " 4 RESEED DSTURBED AREA
II II I
?? I I 2'A 4' GALVANIZED -+--
1I WOVEN WIRE A --- A O MAARFN
I I 14 CAGE r 14 GAGE "V - NTEN4NCf
CORRIDOR
FILTER FABRIC 1 I _
SEE NOTE I I I / PROPOSED
_ U RECLAIMED
WATER MAIN f/ SILT FENCE
TEMPORARY
i? DIVERSION Ij
L? 0 0:4
2.10 PLAN
NOTES: 6 TEMPORARY
1. FABRIC TO BE ANCHORED IN THE DIVERS-'.1N
- ?(?•) C'-CH OR EROSION CONTROL MAT (TYP.) -SEE NOTE A
EP. CLEAN STONE l? / / / + ,iFuUA
AT TRENCH LEAST 8' WITH DEEP.
2 POSTS E MIN. OF 2'-0' ORIGINAL STEAMBANK
GROUND.
]. BRACE POSTS WHERE NECESSARY. _
1• ATTACH FABRIC NGS.ITH
STAPLES O METAL R
/??\//??// /
ROUND PRESSURE
S. TRPOST EATED SHALL F OR METAL 'T' POST
WEIGHING 1.33 LB. PER LINEAR FOOT. SECTION A-A
??LIIh )
SILT FENCE DETAIL
NOT TO SCALE
2' MIN
COMPACTED
SOIL
18' MIN Tl?
' ??? 1
f NOM
MG 1 n
6' TYPICAL
TEMPORARY DIVERSION DITCH DETAIL n
NTS
NOTE:
A. INSTALL TEMPORARY WOOD COIR EROSION CONTROL MATS HELD IN PLACE
WITH WOOD STAPLES AND RESEED ALL DISTURBED STEAM BANKS IN
ACCORDANCE WITH SECTION 02930 OF THE SPECIFICATIONS.
B. EQUIPMENT IS NOT ALLOWED TO CROSS THE CREEKS. ACCESS MUST BE
OBTAINED FROM EITHER SIDE OF THE CREEK VIA THE ROAD.
C. THE RECLAIMED WATER MAIN SHALL BE INSTALLED WITH NO JOINTS
CONNECTED WITHNN 2 FEET OF THE STREAM BANK.
D. THE STREAM CROSS SECTION MUST BE RESTORED TO ITS ORIGINAL GRADE
AND ELEVATION.
RECLAIMED WATER MAIN CROSSING DETAIL
SMALL CREEK - n
NOT TO SCALE
PLAN
CUSS A OR B
EROSION CONTROL
STONE I
Z
2a' MAX.
(AT CIIENTER)
'T-rs 1
SECTION C-C
CHECK DAM DETAIL n
NOT TO SCALE
GFNFRAI EROSION CONTROL NOTES:
1. ESTABLISH TEMPORARY AND PERMANENT COVER IN AREAS DISTURBED OUTSIDE OF
AGRICULTURAL FIELDS OR FRM ACCESS ROADS.
2. PROFDE SILT FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY
ENGINEER.
]. PROVIDE CHECK DAMS AS INDICATED ON DRAWINGS OR AS DIRECTED BY THE
ENGINEER.
4. ALL DITCH LINES DISTURBED OR RELOCATED DURING CONSTRUCTION SHALL BE
RESTASILIZED BY THE CONTRACTOR. INSTALL A TEMPORARY DITCH UNER OF
JUTE OR GEOTEXRLE FABRIC ON THE DITCH BOTTOM AND SIDE SLOPES.
5. COMPLY TO THE FOLLOWING CONSTRUCTION SEQUENCE
A. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR
TO LAND DISTURBANCE.
8. All SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY
SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF
(0.5) NCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED,
AS NECESSARY.
C. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF CRADING. PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN
15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS FOLLOWING
COMPLETION OF INSTALLATION.
D. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTROCTION
ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABIUZED. ADDITIONAL CONTROL
DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL
EROSION AND/OR OFFSITE SEDIMENTATION.
E. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF
MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR
SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENTS, AS MAY BE REQUIRED.
F. ESTABLISH TEMPORARY REVEGETATION OF CRITICAL AREAS IMMEDIATELY.
C. STABILIZE ALL SPOIL AREAS. •
H. INSTALL ALL PERMANENT EROSION AND SEDIMENT CONTROL DEVICES.
1. PROVIDE PERMANENT GROUND COVER AS SPECIFIED.
J. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND
MEASURES UPON COMPLETION OF PROJECT.
BI
NO. 5 OR NO. 57 SEDIMENT
CONTROL STONE, 6' THICK
CLASS A STRUCTURAL STONE
6' THICK
INVERT PIPE
- - FLOW _ B
PLAN
INVERT P5MAX.
7+24 PP4'-6
SECTION B-B
NOTES:
1. STRUCTURAL STONE SHALL BE CLASS A STONE.
2. SEDIMENT CONTROL STONE SHALL BE NO. 5
OR NO. 57 STONE,
]. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER.
ROCK PILE INLET DETAIL n
NTS
C
S
IA

-- PROJECT MANAGER DONALD L SAFRIT, PE

W. FLETCHER CA I
?Q16 ChRp'h,? City of Raleigh
?oFw? EROSION CONTROL DETAILS
`
2°.?°`53fp+ = 4
Neuse River Wastewater s

'6`00
Treatment Facility
?. ,

Reclaimed Water Irrigation System
0 1' Z' SHEET
FILENAME Doc-11.owc
04/2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWERS
` Biosolids Land Application Site
A
NO SCALE C•11
ISSUE DATE DESCRIPTION PROJECT NUMBER OIC913-16574-018 j'~
` SC
LE
July 12, 2006
200.61.E 66
Ms. Cynthia B. Karoly, Environmental Supervisor. D r?
401 Wetlands Unit
NC DENR - Division of Water Quality JULI $ 2006
1650 Mail Service Center
Raleigh, North Carolina 27699-1650 DENR - WATER QUAD Y
?ti' EMOS AND STOFMATER BRANCH
Re: 'Pre-Construction Notification (PCN) Application Form
Utility Line Crossing
City of Raleigh Neuse River Biosolids Farm Reclaimed Irrigation System
Non-Discharge Permit No. WQ0001730
Wake County.
Dear Ms. Karoly:
The City of Raleigh has engaged HDR Engineering, Inc. of the Carolinas to design reclaimed water,
irrigation facilities to serve the Neuse River, Wastewater. Treatment Facility.. The irrigation system
improvements will be installed on fields at the Biosolids Farm and will include:.
o Flow meter and associated vault
? Approximately 11,100 feet of 12=inch distribution main
? Approximately. 30,500 feet of irrigation supply lines
? Control valves, irrigation risers, spray heads, and electronic control equipment
These improvements will enable the. City . of Raleigh land apply reclaimed water as opposed to
discharging the effluent to the Neuse River. Land application of the effluent will reduce nutrient loads
to the Neuse River.
..As a result of the minor stream impacts for the planned utility work, the attached PCN has been
developed and is being submitted. The crossing is needed for installation of the main, reclaimed
distribution line and will be located below the bed of the stream. Any impacts should be minor and
temporary. The following material is being provided in accordance with the PCN instructions:
t
Ms Cynthia B. Karoly
Page 2 of 2
? A check for $200 to address the 401 Water Quality Certification processing fee.
? Seven (7). collated copies of all USACE Permit materials for the Project which includes the
application form along with map, photos, site plan,.crossing detail, etc.
Please accept this letter as our formal request for approval of the subject improvements and issuance of
appropriate authorization to proceed with construction of the project.
If you have any questions relative to these. matters, please do not. hesitate to contact me at (910)575-
5880.
Sincerely,
R Engineering, Inc. of the Carolinas
onald L. Safrit, P.E
Project Manager
DLS/lck
cc: Mr. Eric Kulz, DWQ-RRO
Mr. Monty Matthews, US Army Corps of Engineers Raleigh Regulatory Field Office _
Mr. Robert Massengill, City of Raleigh Public Utilities Department
Mr. Tim Woody; City of Raleigh Public Utilities Department .
Raleigh PCN Request NC DWQ.doc

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,)UL 1 8 2006 0?
DENR - WA1 EH'UtkUTY
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WATF/4
QG
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
wNvkv.saw.usace.amiv.mil/wetlands/Permits.htmi.
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 www.saw.usace.army.miI/wetlands/index.html, 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, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://www.usace.anny.mil/inet/functions/cw/cecwo/reQ/2002nms.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.ne.us/ncwetlands/fees.htm1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 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 Nati onal 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 Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
h 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]
:urine 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 March 05
20061166
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12 / WQC 3374
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant'Information
1. Owner/Applicant Information JUL 1 8 2006
Name: City of Raleigh - Public Utilities Department _ t:. r:rr wTE ALITY CH
? y
Mailing Address: Post Office Box 590 ,rYt?asN+asTOizraw?+??
Ralei,Qh, NC 27602
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tim.wood a ci.raleiizh.nc.us
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: Donald L. Safrit, P.E.
Company Affiliation: HDR Engineering, Inc. of the Carolinas
Mailing Address: 9970-14 Beach Drive
Calabash, NC 28467
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: don.safrit(a?hdrinc.com
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: Neuse River WWTP - Biosolids Farm Spray- Irrigation System
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Wake County 1751153969
4. Location
County: Wake Nearest Town: Garner
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): I-40 East out of Raleigh,
Hwy 70 East at Garner, take a left at first stop light (Auburn-Knightdale Road, travel
approximately four miles and turn right on Battlebridge Road. Neuse River WWTP is at the
terminus of Battlebridge Road
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7129 ON 78.4882 °W
6. Property size (acres): Approximately 1,467 acres
7. Name of nearest receiving body of water: Unnamed tributary to the Neuse River
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.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: Site is an existing agricultural operation that utilizes
biosolids produced by the Neuse River WWTP for crop production purposes. No new fields
Page 6 of 12
are being created Proiect involves construction of a reclaimed water spray irrigation system
to serve a portion of the biosolids farm.
10. Describe the overall project in detail, including the type of equipment to be used: Project
involves the construction of a solid set spray irrigation system to serve approximately 103
acres of farm fields. Future phases of project may expand irrigation system. Project requires
one crossing of existing, perennial stream.
11. Explain the purpose of the proposed work: Irrigation distribution system needs to cross
perennial stream in order to provide reclaimed water to adjacent farm fields.
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. No previous stream crossings or wetland impacts at biosolids farm site.
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.
Potential for future expansion of spray irrigation system which could possibly result in similar
additional minor stream crossings. Design process would attempt to avoid or minimize such
additional crossings.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: Temporary impact associated with
utility line installation. Cut and cover pipe trench in stream bed in accordance with
regulatory requirements.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Twenty (20) - est.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
1 Unnamed Tributary Temporary Intermittent 4 feet 10 feet 0.0009
to the Neuse River

Total Stream Impact (by length and acreage) 10 feet 0.0009
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
N/A

Total Open Water Impact (acres)

Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): 0.0009
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.0009
Total Stream Impact (linear feet): 10
? U5
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
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.):
Current land use in the vicinity of the pond:
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. Due to farm field
configurations and desire to irrigate receiving crops. this stream would need to be crossed at
some point. Selected crossing_ point provides minimal temporary stream impacts to accomplish
project goals and objectives.
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 January 15, 2002, 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 NCEEP 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/strmaide.htmi.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A - mitigation not proposed since impacts are temporary and minimal.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wm/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): Zero (0)
Amount of buffer mitigation requested (square feet): Zero (0)
Amount of Riparian wetland mitigation requested (acres): Zero (0)
Amount of Non-riparian wetland mitigation requested (acres): Zero (0)
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes N No ?
2. 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 N
3. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes N No ?
2. If "yes", 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.
Impact Required
Zone* r? ,., ro o«? Multiplier A4.*+4 ,,,,;,,,,
1 600** 3 (2 for Catawba) Zero (0)
2 400** 1.5 Zero (0)
Total 1,000** Zero (0)
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
** Impacts to the riparian buffers indicated are for a utility crossing.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Little to no impervious surfaces will be
generated as a result of the spray irrigation project
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.
This project is the disposal or utilization of reclaimed water generated by the Neuse River
WWTP Each gallon of reclaimed water will result in nutrient load reductions to the nutrient
sensitive Neuse River.
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/newetlands. If no, please provide a short narrative description: Project
does not increase the treatment capacity of the Neuse River WWTP. Project is intended to
reduce the amount of wastewater and nutrients discharged to the Neuse River.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
a, goo,
Ypplicant/Agent's Signature ?/ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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{ s%' Spray Irrigation System / Biosolids Farm
?' 247 ?i` )? l ti, t,
?%l
t ( Stream Crossing ?J 1 l (? ?/ 1 -' .
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?\ I?? ? ,` l r t .\f r ; / •. I` ? h `T: /r /r?.y ? r r 1 `- to
?' 1 r
`??? r '1 •'I M1- I, ? 7. ?? ''° )ail - l ?"y ???' _.J :1
USGS Clayton Quadrangle Map Photoinspected 1988
Photorevised 1973
1964

City of Raleigh - Public Utilities Department
Neuse River Wastewater Treatment Facility
Biosolids Farm Spray Irrigation System
Distribution Main Stream Crossing

1

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HDR Engineering, Inc.
of the Carolinas
9970.74 Beach Dr.1 Calabash, NC 28167
WAKE
COUNTY
N
PROJECT
LOCATION
LOCAI10N MAP
Contract Drawings For
City of Raleiomh
imeluse River WWTF
Reclaimed Water
Irrigation System
Biosolids Land
Application Site
Civil
INDEX OF DRAWINGS
GENERAL
G01 GENERAL SYNBOLS.LEGENDANDABBREV>TIONs
G02 ELECTRICALLEGENO ANDABBRE1MnONS
CIVIL
C01 OVERALL SITE MAP. PHASE I VAPROVEMENI'S
C02 SPRAYIRRIGATICN ZONE NO.25PIPNGPUL4
C03 sP7ArIRRIGAnON ZONE 1108.112 PIPING PLAN
Ca SPRAYIRRIGATION ZONE NOS 3113 PIPeW PLAN
C05 SPRAY IRRIGATION ZONE NOS. A eS PIPWG PLAN
C-06 SPRAY IRRIGATION ZONE NOS a 17 PPNGPIAN
C07 STANDARD DETAILS
C08 STANDARD DETAILS
GW STANGMD DETAILS
C1G STANDARD DETAILS
C-11 EROSION CONTROL DETAILS
ELECTRICAL
Edt ZONE VALVE COMMUNICATION SITE PINK
E.C2 ELECTRICAL DETAIL AND BLOCK DIAGRAM
FOR QPppOV
S H{
VICINrTY MAP
Project No.
10913-16574-018
Raleigh, North Carolina
April 2006
PY?1GR?l4'..
??o; 5i L55/4 `1:
WO .
e?I2a??L
?5 t; 7 I jt1a5 f
:a DMA„ M, i+ ? I .,?-,
,BUILDING, 1 I
U / , h yc •6JIlDING I • >1xx?.16 (•
l \ y N t?
1 v / :'.1 A / 1
t '?k. 12 DISTR ON
t? ? I I 1 ? 1•.
I :l Mt"R MAN ?? . yE _? ;I [ t Z i
------------------
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33A
38 ?C I 33 B y/ L t
1 SE
p
!I
tj
1 ! 31jrL i°? x Ih ] ?:
7' T d 7'+
675 '.i
t / , 5? r, I r
1 FSJ
t ; t ? I ? r ????.%? /'r ?_? \ l: l \, t I " ?{/? h rt ?'. r?•.:I ?c'1
1i7JCr h \ \ ?l? /? ?? III k?
t ?"? y ,?'" cam- `s•-•-"-r'^L. ?`l-•'+ A:?'' e-,.s, § r A
LEGEND
--- PROPERTY LINE
BLUE LINE STREAM
EASEMENT
-- SPRAYFIELD BOUNDARY
r."N-Al NOTES
I. ZONES 8, 9, 10, 11, 12. 20. 21, 22,
23, AND 24 ARE EXISTING IRRIGATION
AREAS.
2. SOURCE OF BLUE UNE STREAM
INFORMATION IS USGS DATA.
ww M l w
W dAn P Zan. D---" 70 YIP,
Lan. N° IedN°e I Hk 1 No 3 An.) L gT 1 t5 PRVet°11 0 5 e6n.
, 6 lfi5 artb - 5 4651
-3a65 PartoNe ?. 6' 155
Y u. &e o7s 1,917 : f55 Wlctr' : 3075 ri a, 5
'.) G50lulic- '. _
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1a 65.L6 art u• sr
e OAS pwl Mb 10• - 160

2 73AN 11 e2 034
2 Z 0,50-U11I- r. 475 12 W l0
, t 050pN U<k r 465
I 7375
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1
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7 ,'z4L .9Cr, tec 1153 1920 f55 Pat-
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Z J65-L°crae 9'- 39U
3.065-PM alb 6'- 950
,Ia.50-W U¢e r. 7.120
q 11F, J3A, ]5e 1224 1
678 9.0.55 -Lfi ucb fE 1 9
, 1.955. pal c-,
1 50-L9 ceaa
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I' 2470 _
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5 a65 LY artb e'- 455
6 37.9. 37-C. 368 633 1,699 6, a¢b
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a f
M
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i" ••
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-
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035 Part urtle
' 135
•
- •.. 1=9 LL50-lull uncle 4
,-70,
- : -?.34.a50-PartUrtl6 I.,,.
Main Distribution Line: 12" =11,120 LF
• Line len the include manifolds starting at the PRV

' PROJECT MANAGER DONALD L. SAFRIT, PE
W. FLETCHER
I oCAA pI
o e?:- g<r City of Raleigh
°e? c
G ?? OVERALL SITE MAP

PHASE 1 IMPROVEMENTS
Neuse River Wastewater
t F
ilit
FDRI ac
Treatmen
y
^'= R
?
. Reclaimed Water Irrigation System SHEE
6ns..nwK :.
, G ,• 2• FILENAME ooc-DI.Dwc
w 04/2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POw'ERS Biosolids Land Application Site
SGALF ," . }GD' C-o?
DESCRIPTION PROJECT NUMBER 010913-16574-018
ISSUE DATE
Zone 13
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ZONE 13 WETTED AREA 10.86 ACRES
MATCHUNE -L2- STA 0+05
FOR CONTINUATION SEE SHEET C-03
MATCHu
NE -L1.
(? ^ R CON7)NUATIONSTAE)+09
It DAtE? 11> f SE SHEET C-03
P Di V '?1 I l G"??fAil ' 1 ?1 IAA'';
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DETAIL - SHEET C-I
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Zone 3
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PROJECT MANAGER DONALD L. SAFRIT, PE
W. FLETCHER
6
04/2'06 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWERS
Nn,. wrw.IC+..?.Fan ISSUE CaiE DESCRIPTION PROJECT NUMBERI010913-16574-018
?3ASN 1CAR0 F4i
p?fESSlpy
r1U1m
%11LY UL Ralelyn
% wT \
Neuse River Wastewater A
Treatment Facility N
Reclaimed Water Irrigation System
Biosolids Land Application Site
N GENERAL NnTEt
L THE 100 YEAR FL 000 ELEVADON IN THIS EA IS 165 FT.
.ND HAIARD AREA INFORAA710N IS FROMMfEMA FlAM PMEL
1 ?37TB3CO59O• 'WAKE COUNTY, NORTH CAROUNA AND
UNINCORPORATED AREAS" REVISED DECEMBER 19, 1997.
2. SEE DETAIL NOS. 2 AND 3 ON DRAWING C-07 FOR SPRINKLER
RISER INSTALLATION CETHLS IN THE SPRAY IRRIGATION ZONE.
3. SEE DCTAIL NO. 4 ON DRAWING C-07 AND THE TABLE ON
DRAWING C-01 FOR THE ZONE VALVE ASSEMBLY DETAIL AND
SIZE INFORMATION.
4. CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO RETURN
THE EXISTING FARM ACCESS ROADS TO AN EQUAL OR BETTER
CONDITION AS FOUND BEFORE CONSTRUCTION BEGAN.
5. CONTRACTOR SHALL MINIMIZE THE DISTURBANCE TO ANY EXISTING
CROPS PUNTED IN THE FIELDS WHERE CONSTRUCTION IS TO
TAKE PUCE
6. DISTURBED AREAS WITHIN THE FIELD BOUNDARIES AS SHOWN ON
THE PLANS WILL BE REPLANTED BY THE OWNER. CONTRACTOR
SHALL BE RESPONSIBLE FOR RESEEDING AND ESTABLISHING
GROUND COVER AS SPECIFIED IN SECTION 02930 OF THE
CONTRACT SPECIFICATIONS TO ALL OTHER DISTURBED MEAS.
7. SETBACK BETWEEN SPRAY HEAD WETTED AREAS AND STREAM
SHALL BE A MINIMUM OF 50 FOOT.

LEGEN
®
AIR RELEASE VALVE
® ZONE VALVE ASSEMBLY
0 SPRAY NOZZLE (FULL RADIUS)
Q SPRAY NOZZLE (PART RADIUS)
e EXISTING MONITORING/TEST WELLS
- -- - BLUE LINE STREAM
- - - - SPRAY FIELD BOUNDARY
UNSUITABLE SOILS

100 YEAR ROOD ZONE
E- __j
E? ; ?'•Ta+++r•w4
,r . t 7 i h'?
1 ?rt^
Li ,l
KEY MAP
NTS
SPRAY IRRIGATION ZONE NOS. 3 & 13
PIPING PLAN
0 1' 2• FlLENAME OOC-04.CWG SHEEP
SCALE 1 . 100' C-04

IC
8
2 3 I a
ALTER FABRIC
SEE NOTE 1-
NOTES;
I. FABRIC TO BE ANCHORED IN THE
TRENDH WITH 3/4' CLEAN STONE
AT LEAST 8' DEEP.
2. POSTS TO BE MIN. OF 2'-0'
IN GROUND.
3. ERACE POSTS WHERE NECESSARY.
4. ATTACH FABRIC TO WIRE WITH
STAPLES OR METAL R'NGS.
5. POST SHALL BE 2 1/2' CIA. ROUND PRESSURE
TREATED PINE OR METAL 'T• POST
WEIGHING 1.33 LB. PER LINEAR FOOT,
2'. 4' GALVANIZED
/ WOVEN WIRE
14 GAGE . u CAGE
I RIPRAP
r5:; ?M NLC
`- COORRIDOR
CORRIDOR
RECLAIMED
WATER MAN
TEMPORARY
( ER)SION
?TIMIORARY PLAN
DIVERSION
RSIGN pITF_'H OR ?ORIGINAL STREAMBANK
(ttP.) STREAM
FILTER FABRIC 18' CLASS I RIPRAP
PROPOSED
RE„LA,ED 1
WATER MA
SECTION A-A
NOTE:
A. RIP RAP ALL DISTURBED SIDE SLOPES. AND BOTTOM OF STREAM BED ONLY.
B. EQUIPMENT IS NOT ALLOWED TO CROSS THE CREEKS. ACCESS MUST BE
OBTAINED FROM EITHER SIDE OF THE CREEK VIA THE ROAD.
C. THE RECLAIMED WATER MAN SHALL BE INSTALLED WITH NO JOINTS
CONNECTED WITHIN 2 FEET OF THE STREAM BANK.
0. THE STREAM CROSS SECTION MUST BE RESTORED TO ITS ORIGINAL GRADE
AND ELEVATION.
RECLAIMED WATER MAIN CROSSING DETAIL
SMALL CREEK (1
NOT TO SCALE
GFNFRA FRncInN CONTROL NOTES'
1. ESTABUSH TEMPORARY AND PERMANENT COYER IN AREAS DISTURBED OUTSIDE OF
AGRICULTURAL FIELDS OR FIRM ACCESS ROADS.
2. PROFIOE S;L7 FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY
ENGINEER.
3. PROVIDE CHECK DAMS AS INDICATED ON DRAWINGS OR AS DIRECTED BY TEH
ENGINEER.
4. ALL DITCH USES DISTURBED OR RELOCATED DURING CONSTRUCTION SHALL BE
RESTAB;UZED BY THE CONTRACTOR. INSTALL A TEMPORARY DITCH LINER OF
JUTE OR GEO'EXTLE FABRIC ON THE DITCH BOTTOM AND SIDE SLOPES.
5. COMPLY TO THE FOLLOWING CONSTRUCTION SEQUENCE..
A. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR
TO LAND DISTURBANCE.
B. INSPECT Al EROSION AND SEDIMENT CONTROL DEVICES ON A ROUTINE
BASIS AND IMMEDIATELY FOLLOWING ANY RAINFALL
C. PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL
DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. REPAIR MD REPLACE
ALL CLTc%IORATED MATERIALS.
0. ESTABLISH TEMPORARY REVEOETATION OF CRITICAL AREAS IMMEDIATELY.
E. STABIUZE ALL SPOIL AREAS.
F. INSTALL A.L PERMANENT EROSION AND SEDIMENT CONTROL DEVICES.
G. PROVIDE PERMANENT GROUND COVER AS SPECIFIED.
H. REMOVE TEMPORARY EROSION AND SEDMENT CONTROL DEVICES AND
MEASURES UPON COMPLETION OF PROJECT.
B
ONE LAYER OF EROS;ON
CONTROL FABRIC
T4'-O-'t NOTE: RFRAP TO EXTEND
15' FROM DISCHARGE
PRO.
RIPRAP DETAIL n
NOT TO SCALE
1.5' MIN,
C I ? _
FILTER FABRIC
PLAN
CUSS A OR B
EROSION CONTROL
STONE F
24 MAX.
(AT CENTER)
SECTION C-C
CHECK DAM DETAIL r1
NOT TO SCALE
PROJECT MANAGER DONALD L SAFRT. PE
W. FLETCHER II II I City of Raleigh EROSION CONTROL DETAILS
?`?HCAAO'Y?
Neuse River Wastewater
t F
ilit
I z
T
t

r1J.` ac
y
men
rea
Reclaimed Water Irrigation System SHEET
?? EO
ILDWG
+
COC
x A4?xAx L.
-
1 2 [2E
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04/2005 FlNAI DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWERS e?/Zd lOL Biosolids Land Application Site
SCALE NO SCALE C•11
/
DESCRIPTION PROJECT NUMBER JOIC913-16574-018 1 I
ISSUE OATS
A
SILT FENCE DETAIL
NOT TO SCALE
•
=bank.
HDR ENGINEERING, INC 93455/929 0707858
Havre, MT 59604-8002
8404 Indian Hills Drive
Omaha, Nebraska
68114-4049
Date 06/30/2006 Pay Amount 200.00***
Pay ****TWO HUNDRED AND XX / 100 DOLLAR****
To The
Order Of
NC DENR
DIVISION OF WATER QUALITY
401 / WETLANDS UNIT
1650 MAIL SERVICE CENTER
RALEIGH, NC 27699-1650
1110 M M Sail' i:09 2901, 5 51,i: 15008064661330
Check Date: 06/30/2006 Check No. 0707858
Invoice Number Invoice Date Voucher ID Comment Paid Amount
NCDENR 1 06/21/2006 00987923 BLUE SLIP - KH 200.00
Vendor Number Name
0000110878 NC DENR
Check Number Date Total Amount Discounts Taken Total Paid Amount
0707858 06/30/2006 200.00 0.00 200.00
AP01
i
July 12, 2006
Mr. Monty Matthews, Wake County Coordinator
Raleigh. Regulatory Field Office
US Army Corps of Engineers
650.8 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
i
Re: Pre-Construction Notification (PCN) Application Form
Utility Line Crossing
City of Raleigh Neuse River Biosolids Farm Reclaimed Irrigation System
Non-Discharge Permit No. WQ0001730
Wake County
i
Dear Mr. Matthews:
i
The City_of.Raleigh has- engaged HDR Engineering, Inc. of the Carolinas to design reclaimed water
irrigation facilities to serve the Neuse'River Wastewater Treatment Facility. The irrigation system
improvements will be installed on fields at the Biosolids Farm and will include:
4 Flow meter and associated vault
? Approximately 11100 feet of 12-inch distribution main:
? . Approximately 30,500 feet of irrigation supply lines
? Control valves, irrigation risers; spray heads, and electronic control equipment
These improvements will enable the City. of. Raleigh land apply reclaimed water as opposed to .
discharging the effluent to the Neuse River. Land application of the effluent will reduce nutrient loads
to the Neuse River:
As a result of the minor stream impacts for the planned utility work, the attached PCN has been
developed and is being submitted. The crossing is needed, for installation of the main reclaimed
distribution line and will be located below the bed of the stream.. Any, impacts should be minor and
temporary. The following material is being provided in accordance with the PCN instructions:
Mr. Monty Matthews
Page 2 of 2
One original and .one copy of the completed application form. along. with supporting narrative,
maps, data forms, photos, etc;
Please accept this letter as our formal request for approval of the subject improvements and, issuance of
appropriate authorization to proceed with construction of the project.
If you have any questions relative to.these matters, please do not hesitate to contact me at (910)575=
5880.
Sincerely;
R Engineering, Inc. of the Carolinas
Donald L: Safr t, E.
Project Manage
DLS/lck
cc: Mr. Eric Kulz, DWQ-RRO
Mr. Robert Massengill; City. of Raleigh Public Utilities Department
Mr. Tim Woody, City of Raleigh Public Utilities Department
Raleigh PCN Request US COE.doc
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CtQ\ \ A STREAM
15 10' UTILITY
\ ,w - /\ 1(' ` 1„, / .t CONSTRUCTION/MAINTENANCE
\6 ._.. ?l} 3 ' I CORRIDOR
l !i 1r, 11' ? SL ',W f `^
11 ?'
V7 STREAM CROSSING
\\ \`/ . / + t' ! / , I SCALE: 1'•50'
!1 r ? v
SILT FEpu 'A,
• -i r - A " w. I • , . +'0 I :T, I FrFN ZONE 1 NEUSE RIPARIAN
® BUFFER TEMPORARY IMPACT
ZONE 2 NEUSE RIPARIAN
® BUFFER TEMPORARY IMPACT
GENERAL NOTE
N S
1. THE 100 YEAR ROOD ELEVATION IN THIS AREA IS 165 FT.
FLOOD HAZARD AREA INFORMATION IS FROM FEMA FIRM PANEL
i37183CO590, "WAKE COUNTY, NORTH CAROLINA AND
UNINCORPORATED AREAS' REVISED DECEMBER 19, 1997.
2. SEE DETAIL NOS. 2 AND 3 ON DRAWING C-G7 FOR SPRINKLER
RISER INSTALLATION DETAILS IN THE SPRAY IRRIGATION ZONE.
3. SEE DETAIL NO. 4 ON DRAWING C-07 AND THE TABLE ON
DRAWING C-01 FOR THE ZONE VALVE ASSEMBLY DETAIL AND
SIZE INFORMATION.
4. CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO RETURN
THE EXISTING FARM ACCESS ROADS TO AN EQUAL OR BETTER
CONDITION AS FOUND BEFORE CONSTRUCTION BEGAN.
5. CONTRACTOR SHALL MINIMIZE THE DISTURBANCE TO ANY EXISTING
CROPS PLANTED IN THE FIELDS WHERE CONSTRUCTION IS TO
TAKE PLACE.
6. DISTURBED AREAS WITHIN THE FIELD BOUNDARIES AS SHOWN ON
THE PLANS WILL BE REPLANTED BY THE OWNER. CONTRACTOR
SHALL BE RESPONSIBLE FOR RESEEDING AND ESTABLISHING
GROUND COVER AS SPECIFIED IN SECTION 02930 OF THE
CONTRACT SPECIFICATIONS TO ALL OTHER DISTURBED AREAS.
7. SETBACK BETWEEN SPRAY HEAD WETTED AREAS AND STREAM
SHALL BE A MINIMUM OF 50 FOOT.
B. CONTRACTOR SHALL NOT DISTURB ANY AREA OUTSIDE A 10
FOOT CORRIDOR FROM THE DISTRIBUTION MAIN, MANIFOLD
PIPING, OR IRRIGATION HEADS UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
KEY NOTES:
OI CONTRACTOR SHALL INSTALL 12-IN DISTRIBUTION MAIN PRIOR TO
INSTALLING ZONE 3 MANIFOLD PIPING.
O AIR RELEASE VALVE
® ZONE VALVE ASSEMBLY
0 SPRAY NOZZLE (FULL RADIUS)
U SPRAY NOZZLE (PART RADIUS)
EXISTING MONITORING/-TEST WELLS
D (t7 ((' CJY OWE,: ? ?- - - BLUE LINE STREAM
{{ ' SPRAY FIELD BOUNDARY V ' SPRAY FIELD BOUNDARY
AUG 2 1 2006 UNSUITABLE SOILS
DENT; .
tlwizA'y jTt,i: ?Q ALJ-r `L W W -y J 100 YEAR FLOOD ZONE
TEq NTS

C
B
A
PROJECT MANAGER DONALD L. SAFRIT, PE
W. FLETCHER

1N` CA hr
"CAR City of Raleigh
SPRAY IRRIGATION ZONE NOS. 3 & 13

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. o1ESS,P •s%
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N
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t PIPING PLAN
r euse
ver
as
ewa
er
117. = I >b Treatment Facility

Q i Reclaimed Water Irrigation System
D f'S11
, DWG SHEEP
- FILENAME OOC-04
04/2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWERS Biosolids Land A
lication Site 0®
.

anu r.aw»Iw+.?wcan

ISSUE

DATE

DESCRIPTION

PROJECT NUMBER

010913-16574-016 _ pp ,F

SCALE I' 100' C•D4
KEY MAP
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4
FILTER FABRIC
SEE NOTE 1-
NO TES
1. FABRIC TO BE ANCHORED IN THE
TRENCH WITH 3/4- CLEAN STONE
AT LEAST 6' DEEP.
2. POSTS TO BE MIN. OF 2'-0'
IN GROUND.
3. BRACE POSTS WHERE NECESSARY.
4. ATTACH FABRIC TO WIRE WITH
STAPLES OR METAL RINGS.
5. POST SHALL BE 2 1/2' Ohl ROUND PRESSURE
TREATED PINE OR METAL 'T' POST
WEIGHING 1.33 LB. PER LINEAR FOOT,
(?Ih )
SILT FENCE DETAIL P
NOT TO SCALE
2' LAIN
COMPACTED
solL
IS MIN ply
6' TYPICAL
TEMPORARY DIVERSION DITCH DETAIL /1`\
NTS
??
Non war
2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION
DATE DESCRIPTION
GENERAL-EROSION CONTROL NOTES: - - - -
SILT FENCE 1. ESTABLISH TEMPORARY AND PERMANENT COVER IN AREAS DISTURBED OUTSIDE OF
AGRICULTURAL FIELDS OR FIRM ACCESS ROADS.
3 2. PROFIOE SILT FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY
/ INSTALL TEMPORARY WOOD COIR ENGINEER.
m EROSION CONTROL MATS AND
RESEED DISTURBED AREA 3, PROVIDE CHECK DAMS AS INDICATED ON DRAWINGS OR AS DIRECTED BY THE
ENGINEER.
4. ALL DITCH LINES DISTURBED OR RELOCATED DURING CONSTRUCTION SHALL BE
A r - 1 A RESTABILIZED BY THE CONTRACTOR. INSTALL A TEMPORARY DITCH LINER CF
MUNTENANCF JUTE OR GEOTEXTILE FABRIC ON THE DITCH BOTTOM AND SIDE SLOPES.
- CORRIDOR
I 1 5. COMPLY TO THE FOLLOWING CONSTRUCTION SEQUENCE:
PROPOSED -'- A. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR
RECWMED
WATER MAN SILL FENCE TO LAND DISTURBANCE.
TEMPORARY B. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY
DIVERSION SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF
(TYP.) A05) INCH-ADA. MAGED OR INEFFECTIVE DEVICES SHALL BE REPACED OR REPLACED,
NECES
(A11?? PLAN C. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHM 21
TEMPORARY CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRAD-NG. PERMANENT
0)IVERSi74 GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN
(1YF.) C!-CH OR EROSION CONTROL MAT (TYP.) -SEE NONE A 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS FOLLOWING
STRCM COMPLETION OF INSTALLATION.
ORIGINAL STEAMBANK D. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTANED DURING ALL
z „ PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION
ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL
5 iL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL
= EROSION AND/OR OFFSITE SEDIMENTATION.
a
C E. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TP,ACKINC OF
MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR
SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENTS, AS MAY BE REOU:RED.
F. ESTABLISH TEMPORARY REVEGETATION OF CRITICAL. AREAS IMMEDIATELY.
SECTION A-A G. STABILIZE ALL SPOIL AREAS.
NOTE: H. INSTALL ALL PERMANENT EROSION AND SEDIMENT CONTROL DEVICES.
A. INSTALL TEMPORARY WOOD COIR EROSION CONTROL MATS HELD IN PUCE I. PROVIDE PERMANENT GROUND COVER AS SPECIFIED.
WITH WOOD STAPLES AND RESEED ALL DISTURBED STEAM BANKS IN
ACCORDANCE WITH SECTION 02930 OF THE SPECIFICATIONS, J. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND
S. EQUIPMENT IS NOT ALLOWED TO CROSS THE CREEKS. ACCESS MUST BE MEASURES UPON COMPLETION OF PROJECT.
OBTAINED FROM EITHER SIDE OF THE CREEK VIA THE ROAD.
C. THE RECLAIMED WATER MAIN SHALL BE INSTALLED WITH NO JOINTS
CONNECTED WITHIN 2 FEET OF THE STREAM BANK. NO. 5 OR NO. 57 SEDIMENT
D. THE STREAM CROSS SECTION MUST BE RESTORED TO ITS ORIGINAL GRADE CONTROL STONE, 6' THICK
AND ELEVATION. -F?'??•'
RECLAIMED WATER MAIN CROSSING DETAIL , 6-"THICK STRUCTURAL STONE.
SMALL CREEK E AVERT PIPE
Not TO SCALE B l ?- 1 _ B
- ? FLOW
Imo- 1.5' MIN
PLAN
Z
1'-6' INVERT %PE `
i
'?I I -----
FILTER FABRIC --V V-6
PLAN FLOW
---- --1
CUSS A OR B
EROSION CONTROL I
STONE 24' PIPE MAX.]
2
24'} SECTION B-B
(AT CENTER)
NOTES'
> 1. STRUCTURAL STONE SHALL BE CLASS A STONE.
2. SEDIMENT CONTROL STONE SHALL BE NO. 5
SECTION C-C OR NO. 57 STONE.
3. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER.
CHECK DAM DETAIL X41 ROCK PILE INLET DETAIL n
NOT TO SCALE NTS
PROJECT MANAGER DONALD L. SAFRIT. PE
W. FLETCHER
POWERS
PROTECT NUMBER 1110913-16574-015
`pP1qUARQ
r a ?Y .
- 14409
r .
C
B
A
City of Raleigh
Neuse River Wastewater
Treatment Facility
Reclaimed Water Irrigation System
Biosolids Land Application Site
EROSION CONTROL DETAILS
F ?
u y
0 P 2• FILENAME DOC-1 LOWG SHEET
® SCALE Na scuE 0.11
August 16, 2006
Ms. Cynthia B. Karoly, Environmental Supervisor
401 Wetlands Unit
NC DENR - Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Pre-Construction Notification (PCN) Application Form
Utility Line Crossing
City of Raleigh Neuse River Biosolids Farm Reclaimed Irrigation System
Non-Discharge Permit No. WQ0001.730
Wake County
Dear Ms. Karoly:
This letter serves to acknowledge our receipt. of your letter dated July 26, 2006 requesting more.
information for the Pre-Construction Notification (PCN) Application Form submitted for the subject
project. We have addressed each of the requested items by revising the project plans. Enclosed are
seven copies of the revised drawings related to the utility line stream- crossing for your review. We-
have also revised pages 8, 9, and 11 of the PCN Application Form to reflect the impacts to the
intermittent stream and Neuse riparian buffers. Seven copies of these revised pages are attached and
should be inserted into the original submitted PCN Application Form:
If you have any questions relative to these matters, please do not hesitate to contact me at (910)575-
5880.
Sincerely,
QR Engineering, Inc. of the Carolinas
p D
Donald L, Safri ow
Project Manager
AUG'2 1•2006
DENR - WATER QUALITY .
DLS/lck WETLANDS AND STQRMATER BRANCH
cc:. Mr. Eric Kulz, DWQ-RRO
Mr. Monty Matthews, US Army Corps of Engineers - Raleigh Regulatory Field Office
Mr. Robert Massengill; City of Raleigh Public Utilities Department.
Mr. Tim Woody, City of Raleigh Public Utilities Department
HDIt Engineering, Inc. oftheCaro [inas 9970-14 Beach Drive Phone: [phone]
Calabash, NC 28467 Fax [phone]
wvvw.hdrinc.com
jl
Provide a written description of the proposed impacts: Temporary impact associated with
utility line installation. Cut and cover pipe trench in stream bed in accordance with
regulato , requirements.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and flood' g.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: Twenty (20) - est.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
1 Unnamed Tributary Temporary Intermittent 4 feet 10 feet 0.0009
to the Neuse River

Total Stream Impact (by length and acreage) 10 feet 0.0009

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, floodin , drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
N/A

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0009
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.0009
Total Stream Impact (linear feet): 10

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Current land use in the vicinity of the pond:
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. Due to farm field
confiuurations and desire to irrieate receivinu crops. this stream would need to be crossed at
some point. Selected crossing point provides minimal temporary stream impacts to accomplish
project goals and objectives.
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
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
identify V Yes ® No ?
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
2. If "yes", 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 Multiplier
(square feet
1 600** 3 (2 for Catawba)
2 400** 1.5
Total 1,000**
* Zone 1 extends out 30 feet perpendicular from the top of the near
additional 20 feet from the edge of Zone 1.
** Impacts to the riparian buffers indicated are for a utility crossing.
Required
Miti ation
Zero (0)
Zero (0)
Zero (0)
of channel; Zone 2 extends an
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
Page 11 of 12
1
2
3
4
Zone 13
Pla6 N-m , Tog N.=, NOtile SMe' FuIWan
I 11COiN3 0.55 .. .. Pet
1 - 110.11.32 065 FJ
3 13-0N 055 PJ
4 114041= 055 Pet
5 13005032 ' 065 FJ
6 1340008 065 ' F's
T 13401032 1 055 FA
8 Iw6002 0,85 ' FJ
9 15409032 0.65 FJ
to 1010032 065 ! FA
11 Ildl1132 0.55 Pet
12 13012032 065 - FJ
13 11013472 065 FA
N 110160.32 065 FA
.. is '- 111115072 065 L . FA-
16 11016632 065 FA
11 13011032 065 1 FA'

i
12' GATE
/I ! V VE
I ZONE
VALVE
.t '. ASSEMBLY
EXISTING 'b
VEGETATIVE SALE -
FIELD 2a-1
AFPROX. 6
ZONE 13 WETTED AREA. 10.86 ACRES 34 AC. c
SEE ENLARGEMENT OF STPEAM /
CROSSING - THIS SHEET
F 1/'1 54 , //
17
`t
i 1 1 ?•? FIEL028•
1 {
APPROX.
1 I\'.' ZONE 5 AC.
v- r 1 I i ?? ?' ! l! 12 SPRAY II 11,1 ,? { t ?. X14 '
I IRRIGATION
ZONE 13, 'MAIN. ,;. 6 y; s
Ek;STING , r i i1 ?\ 6.T
V'GETATN 6r0 !; lo• 1 22.5
SCALE,'
ARV IT?? .i, ?.?
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4 =>' 1, 11. 'BOUNDARY
e } SL FENCE \ IYPICAL
19
7 \\
ZONE 13 J - ?i_ ?'1S 61 ?\.;
VALVE ,
yeti .', ASSEU oa k,'? \ -,t,.•?
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- 11,1 I2-`SPRAY
1 I A .! I
? "IRRIGATION
11 { MAIN i 1 t
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-t r I
I;.. _ 12 EXIS INO FARM
A CESS , ?
X11 ROAD ra f
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21
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>ts\\ `\? ? `` ?, 1v :1 ?? ?, ? 1. ?, y -W..,,••\ y
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` 17.100 YEAR r? ? ?1 ??\•\ y ??,iy1i ? W ??'
OA f\ - - %' 1 W FLOOD ZONE TW O BOUNDARY

t.lr ?L •L
?1 \ '? A ?? '; { 1 11x1 I ,
SEE CREEK CROSSING
GqT j \ ' I\ 11 i' DETAIL ON SHEET C-11
FNnIMG Teg N-b., Noah S4*; FuWPerl
I 03GI0260 0.65 Pet
2 03=026D 065 Pv1
3 - 010030280 0.65 (J
A 010LA02BD 0.65 FA
S 03,1-5.0:60 050 Pat
6 010060260 055 FJ
7 03007-028C 065 PH
9.. . O10CB-028E 050 Pr
9 .0100965C 085 FO
10 : 03010028E 065 -' FJ
II 01011028E ors vat
12 61012028E 065 - PY.
13 010130260 065 FJ
,4 03-C
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-15 Z
0301666E 065 FJ
16 030166BE 065 FO
.. 17 03017-028C 065 PN
18 0301866E 050 PM
fl 0301966E 050 Pet
20 O160028E 050 Pat
21 030PL26E Ohs . vat
ZONE 3 WETTED AREA: 11.53 ACRES
16
V. \ ?_.. r? .;?, ' 11' 321 f I ?''? i .?' 1
FF 1 12 J:' ;?? v 7 L lA •\rry m z0
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SILT FE?CE
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,» •. `PC STREAM
'.7i,'• ?, j ?,1,. ?,' J 'r s 10' UTILITY \.
CONSTRUCTION/MAIN NANCE
'CORRIDOR
STREAM CROSSING
L N,
SCALE: V-50'
LEGEN
• ` ® ZONE 1 NEUSE RIPARIAN
BUFFER TEMPORARY Y IMPACT
® ZONE 2 NEUSE RIPARVN
BUFFER TEMPORARY IMPACT
N GENERAL NOTES
1. THE 100 YEAR FLOOD ELEVATION IN THIS AREA IS 165 FT.
FL000 HAZARD AREA INFORMATION IS FROM FEMA FIRM PANEL
137183CO590, -WAKE COUNTY, NORTH CAROLINA AND
UNINCORPORATED AREAS' REVISED DECEMBER 19, 1997.
2. SEE DETAIL NOS. 2 AND 3 ON DRAWING C-07 FOR SPRINKLER
RISER INSTALLATION DETAILS IN THE SPRAY IRRIGATION ZONE.
3. SEE DETAIL NO. 4 ON DRAWING C-07 AND THE TABLE ON
DRAWING C-01 FOR THE ZONE VALVE ASSEMBLY DETAIL AND
SIZE INFORMATION.
4. CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO RETURN
THE EXISTING FARM ACCESS ROADS TO AN EQUAL OR BETTER
CONDITION AS FOUND BEFORE CONSTRUCTION BEGAN.
5. CONTRACTOR SHALL MINIMIZE THE DISTURBANCE TO ANY EXISTING
CROPS PUNTED IN THE FIELDS WHERE CONSTRUCTION 15 TO
TAKE PUCE.
6. DISTURBED AREAS WITHIN THE FIELD BOUNDARIES AS SHOWN ON
THE PLANS WILL BE REPLANTED BY THE OWNER. CONTRACTOR
SHALL BE RESPONSIBLE FOR RESEEDING AND ESTA13USHING
GROUND COVER AS SPECIFIED IN SECTION 02930 OF THE
CONTRACT SPECIFICATIONS TO ALL OTHER DISTURBED AREAS.
7. SETBACK BETWEEN SPRAY HEAD WETTED AREAS AND STREAM
SHALL BE A MINIMUM OF 50 FOOT.
8. CONTRACTOR SHALL NOT DISTURB ANY AREA OUTSIDE A 10
FOOT CORRIDOR FROM THE DISTRIBUTION MAIN, MANIFOLD
PIPING, OR IRRIGATION HEADS UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
KEY NOTES:
O CONTRACTOR SHALL INSTALL 12-IN DISTRIBUTION MAIN PRIOR TO
INSTALLING ZONE 3 MANIFOLD PIPING.
O AIR RELEASE VALVE
® ZONE VALVE ASSEMBLY NOZZLE (FULL RADIUS)
????T9?? 4) SP EXISTNG OMONRORNG/TEST WELLS
BLUE LINE STREAM
AU VA 2 • - - - - SPRAY FIELD BOUNDARY
DENR- WATER QUALITY .? UNSUITABLE SOILS
ETWI,DS pND STUWAAAI EKEWIN
W W? 100 YEAR FLOOD ZONE
L--- ___J

NTS

8
A
PROJECT MANAGER DONALD L. SAFRIT, PE
W. RETCHER

td;N CA
Q?, City of Raleigh
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04/2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWERS rejF111 •"`
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• Biosolids Land A
lication Site D® .

F'a u e.sn 1•n l <.+.w ec aun ISSUE DATE DESCRIPTION PROJECT NUMBER 010913-16574-018 ••.va,ls
`
•1 -'• - pp SCALE 1' • 100' C•D4
KEY MAP
L?
NOTES:
1. FABRIC TO BE ANCHORED IN THE
TRENCH WITH 3/4' CLEAN STONE Lj
AT LEAST B' DEEP.
2. POSTS TO BE MIN. OF 2'-0'
IN GROUND.
3. BRACE POSTS WHERE NECESSARY.
4. ATTACH FABRIC TO WIRE WITH
STAPLES OR METAL RINGS. \?\
5. POST SHALL BE 2 1/2• DIA ROUND PRESSURE
TREATED PINE OR METAL 'T" POST
WEIGHING 1.33 LB. PER LINEAR FOOT.
4
2'x 4' GALVANIZED
WOVEN WIRE
14 GAGE x 14 GAGE
?
1" p
SILT FENCE DETAIL n
NOT TO SCALE
2' MIN
COMPACTED
SOIL
?r 18 MIN QL
?I
];?M? f M -off `?\GF s
a n ;ssRfiu?,h 6, a ` ?(
6' TYPICAL
TEMPORARY DIVERSION DITCH DETAIL X31
NTS
z
(011.)
3
FENCE
A
I
WATER MAIN
TEMPORARY-// /
DIVERSION
(TYP.)
PLAN
INSTALL TEMPORARY WOOD COIR
EROSION CONTROL MATS AND
RESEED DISTURBED AREA
.MAINTENANCE
- - CORRIDOR
SILT FE NCE
[TEMPORARY
DIVERSION
(TYP.) C,!-,CH OR EROSION CONTROL MAT (TYP.) - SEE NOTE A
R AM
ORIGINAL SIEAAIBANK
?F
3 ?
SECTION A-A
NOTE:
A. INSTALL TEMPORARY WOOD COIR EROSION CONTROL MATS HELD IN PLACE
WITH WOOD STAPLES AND RESEED ALL DISTURBED STEAM BANKS IN
ACCORDANCE WITH SECTION 02930 OF THE SPECIFICATIONS.
B. EQUIPMENT IS NOT ALLOWED TO CROSS THE CREEKS ACCESS MUST BE
OBTAINED FROM EITHER SIDE OF THE CREEK VIA THE ROAD.
C. THE RECLAIMED WATER MAIN SHALL BE INSTALLED WITH NO JOINTS
CONNECTED WITHIN Z FEET OF THE STREAM BANK.
D. THE STREAM CROSS SECTION MUST BE RESTORED TO ITS ORIGINAL GRADE
AND ELEVATION.
RECLAIMED WATER MAIN CROSSING DETAIL SMALL CREEK / 2
NOT TO SCALE
If-1.5' MIN.
C
i
/ P
FILTER FABRIC -? 'I
PUN
CLASS A OR D
EROSION CONTROL
STONE -
2
?I 24' MAX.
(AT CENTER)
,( Vw 5 1?
SECTION C-C
CHECK DAM DETAIL
NOT TO SCALE
NERA
1. ESTABLISH TEMPORARY AND PERMANENT COYER IN AREAS DISTURBED OUTSIDE OF
AGRICULTURAL FIELDS OR FIRM ACCESS ROADS.
2. PROFIDE SILT FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY
ENGINEER.
3. PROVIOE CHECK DAMS AS INDICATED ON DRAWINGS OR AS DIRECTED BY THE
ENGINEER.
4. ALL DITCH LINES DISTURBED OR RELOCATED DURING CONSTRUCTION SHALL BE
RESTABILIZED BY THE CONTRACTOR. INSTALL A TEMPORARY DITCH LINER CF
JUTE OR GEOTEXRLE FABRIC ON THE DITCH BOTTOM AND SIDE SLOPES.
5. COMPLY TO THE FOLLOWING CONSTRUCTION SEQUENCE:
A. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR
TO LAND DISTURBANCE.
B. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY
SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF
(0.5) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED.
AS NECESSARY.
C. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADUNG. PERMANENT
GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN
15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS FOLLOWING
COMPLETION OF INSTALLATION.
D. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION
ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL
DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL
EROSION AND/OR OFFSITE SEDIMENTATION.
E. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF
MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR
SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENTS, AS MAY BE REQUIRED.
F. ESTABLISH TEMPORARY REVEGETATION OF CRITICAL AREAS IMMEDIATELY.
G. STABILIZE ALL SPOIL AREAS.
H. INSTALL ALL PERMANENT EROSION AND SEDIMENT CONTROL DEVICES.
1. PROVIDE PERMANENT GROUND COVER AS SPECIFIED.
J. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND
MEASURES UPON COMPLETION OF PROJECT.
NO. 5 OR NO. 57 SEDIMENT
CONTROL STONE, 6' THICK
CLASS A STRUCTURAL STONE,
6' THICK
INVERT PIPE
FLOW _j El
l _ __11
t
PLAN
V-6• INVERT PIPE
-
FLOW , 1,
~i
r i. 24' PIPE MAX.T-
SECTION 8-B
NOTES:
1. STRUCTURAL STONE SHALL BE CLASS A STONE.
2. SEDIMENT CONTROL STONE SHALL BE NO. 5
OR NO. 57 STONE.
3. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER.
ROCK PILE INLET DETAIL n
NTS
PROJECT MANAGER DONALD L SAFRIT, PE

_

W. FLETCHER City of Raleigh
EROSION CONTROL DETAILS
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04/2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWERS n11
N1
l Biosolids Land A
lication Site p
0 1 FILENAME 00C-11.OWG

M»N W Mw Il'YNYI1NKbNn ISSUE DATE DESCRIPTION PROJECT NUMBER 010913-16574-018 pp SCALE NO SCALE C•11
C
B
A
DWQ# n (,? Date t ??`?•? Who Reviewed: /Elt(
Plan Detail Incomplete
? Please provide a location map for the project.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization o- the site plan.
? Please show all wetland impacts including fill slopes on the site plan. I N?:t-'? ?? Ct cwi-
J
Please indicate all buffer impacts on the site plan. ?r??-cr I ?f.?C I I
? Please indicate proposed lot layout as overlays on the site plan. O'er o h
Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwate,'rpoutfalls on the site plant.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidnnce.and/or Minimization Not Provided
? - The labeled as on the plans does not appear to be necessary. Please eliminate the. or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved. or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
?. This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer. .
Other
? . The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland'impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application. -
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information;
? Please submit electronic CAD files showing via email to [e-mail] and CD::
Mitigation
? of compensatory mitigation is required for this project Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0,500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
Check Date: 06/30/2006 Check No. 0707858
Invoice Number Invoice Date Voucher ID Comment Paid Amount
NCDENR I 06/21/2006 00987923 BLUE SLIP - KH 200.00
ad?D
Q 1 ? ?p?6
U4Nh . O fi?? "t1?
Vendor Number Name
0000110878 NC DENR
Check Number Date Total Amount Discounts Taken Total Paid Amount
0707858 06/30/2006 200.00 0.00 200.00
1 2 3
4
GENERAL EROSION CONTROL NOTES.
SILT FENCE ~ .I.. FENCE
i 1. 1. ESTABLISH TEMPORARY AND PERMANENT COVER IN AREAS DISTURBED OUTSIDE OF
Lf ~ AGRICULTURAL FIELDS OR FRM ACCESS ROADS.
Q 3 W O 2, PROVIDE SILT FENCES AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY
1 ~ R F LI Q INSTALL TEMPORARY WOOD COIR ENGINEER.
0 L f. EROSION CONTROL MATS AND
I 1.. I L RESEED DISTURBED AREA 3. PROVIDE CHECK DAM A S S INDICATED ON DRAWINGS OR AS DIRECTED BY THE
ENGINEER.
2 x 4 GALVANIZED 11.. A 4, ALL DITCH LINES DISTURBED OR RELOCATED DURING CONSTRUCTION SHALL BE
WOVEN WIRE ...I.1 A RESTABILIZED BY THE CONTRACTOR. INSTALL A TEMPORARY I D TCH LINER OF
14 GAGE x 14 GAGE o MAINTENANCE JUTE OR GEOTEXTILE FABRIC ON THE DITCH BOTTOM AND SIDE SLOPES.
FILTER FABRIC I I . r SEE NOTE 1 PROPOSED r- CORRIDOR 1
5. COMPLY TO THE FOLLOWING CONSTRUCTION SEQUENCE.
RECLAIMED A. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES PRIOR ~
WATER MAIN SILT FENCE TO LAND DISTURBANCE.
TEMPORARY B. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY
DIVERSION SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF
TYP. ( ) (0.5) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED,
h~ I~ AS NECESSARY.
,,o ~ PLAN NOTES: Z 6 J
TEMPORARY 1. FABRIC TO BE ANCH R IV 0 ED IN THE D ERSION - C. GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. PERMANENT
TRENCH WITH 3/4" CLEAN STONE (TYP.) EROSI EROSION CONTROL MAT (TYP.) -SEE NOTE A GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN
„ l DITCH OR AT LEAST 8 DEEP. ~ STREAM 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS FOLLOWING
\ COMPLETION OF INSTALLATION.
2. POSTS TO BE MIN. OF 2 -0 ORIGINAL STEAMBANK D. ALL EROSION CONTR
IN GROUND. z OL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION
~ \ ~a 3. BRACE POSTS WHERE NECESSARY. \ \ ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL
~ \ \ ~ DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL
\ \ Z 4. ATTACH FABRIC TO WIRE WITH \ - o_ Z ^ EROSION AND/OR OFFSITE SEDIMENTATION. ~a
STAP \ \ ~ LES OR METAL RINGS. \ \ \ \ ~ \ \ N E, THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF
\ \ N MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR
5. p OST SHALL BE 2 1/2 DIA. ROUND PRESSURE \ SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENTS, AS MAY BE REQUIRED.
TR EATED PINE OR METAL T POST \ \ WEIGHING 1. \ ~ ~
33 LB. PER LINEAR FOOT. \ \ \ \ \ F. ESTABLISH TEMPORARY REVEGETATION OF CRITICAL AREAS IMMEDIATELY.
SECTION A-A ~ A-A G. STABILIZE ALL SPOIL AREAS.
6 NOTE:
I~ H. INSTALL ALL PERMANENT EROSION AND SEDIMENT CONTROL DEVICES.
~ A, INSTALL TEMPORARY WOOD COIR R E OSION CONTF OSION CONTROL MATS HELD IN PLACE
WITH WOOD STAPLES AND RESEED ALL DISTURBE ACCORDANCE WITH SECTION 02930 OF THE SPEC ALL DISTURBED STEAM BANKS IN I. PROVIDE PERMANENT GROUND COVER AS SPECIFIED.
OF THE SPECIFICATIONS. J. REMOVE TEMPORARY EROSION ANC) SEDIMENT CONTROL DEVICES AND
1 B. EQUIPMENT IS NOT ALLOWED TO CROSS THE CRE NOT TO SCALE OSS THE CREEKS. ACCESS MUST BE MEASURES UPON COMPLETION OF PROJECT,
OBTAINED FROM EITHER SIDE OF THE CREEK VIA E CREEK VIA THE ROAD.
C. THE RECLAIMED WATER MAIN SHALL BE INSTALLEI BE INSTALLED WITH NO JOINTS
CONNECTED WITHIN 2 FEET OF THE STREAM BAN STREAM BANK.
D. THE STREAM CROSS SECTION MUST BE RESTOREI N0. 5 OR N0. 57 SEDIMENT
AND ELEVATION. BE RESTORED TO ITS ORIGINAL GRADE CONTROL STONE, 6" THICK
2' MIN
COMPACTED K - CLASS A STRUCTURAL NONE B
SOIL 6" THICK
. NOT TO SCALE 2 INVERT PIPE
18" MIN F~Ow
_ FLOW
,A\~~V! ~\\~~\~,A\~v~\\,AVAI \\i iA \\V~V~ii~L \ ~ ~A~\\\
6' TYPICAL 1.5' MIN.
C
3 - - PLAN
NTS ~ r Z `
.
1'-6„ I ` NVERT PIPE
rn
FILTER FABRIC ~ 1 ~,-6"
C i FLOW
PLAN AN
--Sl - I ~
CLASS A OR B EROSION CONTROL
STONE
4'-6" 24" PIPE MAX.
2 1 24" MAX.
AT CENTER SECTION B-B ( )
, }
NOTES:
1. STRUCTURAL STONE SHALL BE CLA A T SS S ONE.
2. SEDIMENT CONTROL STONE SHALL BE N0. 5
SECTION C-C ~TION C-C OR N0. 57 STONE.
3. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
A
4
NOT TO SCALE 5
NTS

PROJECT MANAGER DONALD L. SAFRIT, PE
W. FLETCHER `~~~ittt~~~~~
N CAAO ~ QZ.,,.~...,, (o i o a ei F EROSION CO NTROL DETA o ILS
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04/2006 F?NAL DRAWING-NOT RELEASED FOR CONSTRUCTION ~~~ittti~~~ J. POWERS ~ ~ ~ Ri~1 ' 0 1" 2" FILENAME OOC-11.DWG SHEET
icciir Herr Rincnl~rle 17nr1 A r,.~,l~.+.,~.:.,.~. C+:~,.
IJ,7UG 9970-14 Beach Drive I Calabash, NC 28467 U/-\ t Utbt;NIH I SUN PROJECT NUMBER 010913-16574-018 v~v~v~~u~ `a~ iu nNN11VA~IV11 ti711G
SCALE NO SCALE - 1

~ 2 3 4
GENERAL NOTES
1. THE 100 YEAR FLOOD ELEVATION IN THIS AREA IS 165 FT.
FLOOD HAZARD AREA INFORMATION IS FROM FEMA FIRM PANEL
Zone 13 MA tC _ - NLI #3718300590, "WAKE COUNTY, NORTH CAROLINA AND
i I I IIIPart ' E Plan Number Tag ,Number; Nozzle Slze , Fu _ _ F~ L ~ , R UNINCORPORATED AREAS" REVISED DECEMBER 19, 1997.
i - 1- 2 0.55 Part ~ C~ t ST 1 , 13 00 03 4 t ; NTI ~ 7 ~ , ~ U _ ~ _II , ~ .ATI 9 'TA 7+ 09
2 ( 13-002-032 I 0.65 Fu DN - _ ~ , t ~ , SE S 2. SEE DETAIL NOS. 2 AND 3 ON DRAWING C-07 FOR SPRINKLER EE SH RISER INSTALLATION DETAILS IN THE SPRAY IR
3~ ~ 13-003-032 ~ 0.55 ~ Full ? s S~ ~ E i ~ ` f ; _ - , _ 4_-._ _ - - 1 Part ~ 1 i 13-004-032 ~ 0.55 - _ - ~ . ' . EEC' RIGATION ZONE. C- 03
~ 12, ~A~E a, _ - 4 _ _ _.-2 _ . _.._.0.65.- Full ' t 1 a; ~ I !S~PJ 1 l ; 5 ~ 13-005-03 I V 1 ' 3. SEE DETAIL N0. 4 ON DRAWING C-07 AND THE TABLE ON
6 ~ 13-006-032 , 0.65 Full I{ ~ I ~ I _ - r I - / ~ ' ~ l ~ ~ A 1- ~ ~ I I ! t',~~ 1'~"~', ~ a DRAWING C-01 FOR THE ZONE VALVE ASSEMBLY DETAIL AND
7 I 13-007-032 ...0.55.._ Full - 1 l ~ ~0 ra I I ~W L' } I c 13-008-032 0.65 ~ Full ? 1 VALiIE 7 ~ ,1 , 4, 1 ~ fell,(;, ~ , I I ~ r ~ SIZE INFORMATION.
E ~ , 8 f I f _ ' i „ ~~~r, ~
9 13-009-032 ( 0.65 Full ~ % 1, ~ 1 ~ ~ A$;S~MBLY 1v ° 3 1 E 10 ~ 13-010-032 ~ ~ 0.65 Full ~ r ~ ; ~ i .i ! ~ ~ ~ ~ ~ ~ ~ ,'•i~ 4. CONTRACTOR SHAL T ,1 ~ ,,:,I ~ , ' ~ L AKE ANY MEASURES NECESSARY TO RETURN
~ t . I _ 1 ~ , 11 ~ ~ 13-011-032 0.55 Part _ ; , ~ THE EXISTING FARM ACCESS ROAD T S 0 AN EQUAL OR BETTER ` ' ~ ~ CONDITION AS FOUND BEFORE CONSTRUCTI N
12 ~ ~ 13-012-032 0.65 Full ~ VEGETATIVE ''S VALE 6'. ~ ~ 1 - : ~ 1 I , ~ - w. . - ~ _ - f } 0 BEGAN. "
13 ' 13-013-032 ~ 0.65 I ~ Full ~ ~ ~ zos°- 1 M ~ ~ ~,A'~~ 5. CONTRACT R HA 0 S LL MINIMIZE THE DISTURBANCE TO ANY EXISTING C
14 1 13-014-032 0.65 i Full 1. ' ~ e ~ ° _ 15 - 13-015-032 ~ 0.65 Full ~ ' • 1~ _ ~ 1,~``~~ ~ ~ R P C 0 S PLANTED IN THE FIELDS WHERE CONSTRUCTION IS TO ~ ~ ~ SON ~ 3 ~ ,,a~~
16 13-016-032 I 0.65 Full ~ FLELD 28- , ~ i ~ , TAKE PLACE. ~ ~ ~ti
17~- 13-017-032 ~ 055 ~ Full °APP~OX. _ . , ~ ~ ~ C 1 ~ , , ,k; ~ ~ 2 ~ i ~ i 1,...,~~,i1'~ { a~j~`I ti,
. . ~i2 ,4C:, ~ ~ ti. ~ ~ o ~ ~ , ~ , ~ ~ . , 1 , L,A~~ } ~ ~il~ ~ ~ 6. DISTURBED AREA ~ ~ S WITHIN THE FIELD BOUNDARIES AS SHOWN ON
AR A: 10.86 ACRES ~ ~ ; ~ , ~ ZONE 13 WETTED E , , 12,x12 7EE i ~I " YE , ~ ~ I ~ ~ ~ SILT FENC _ . E t E ~ . ~ ~ THE PLANS WILL BE REPLANTED BY THE OWNER. CONTRACTOR ~ ~ ~ ~ r.'~' ; l` ' A..
` , ? i ~ ~ I!"I(I ~ SHALL BE RESPONSIBLE FOR RESEEDING AND ESTABLISHING T ' 1+ 8.1.`4,: ~ ~ ~l~~,l lip 'I j f . ~ t~itt~ iI„ GROUND COVER AS SPECIFIED IN SECTION 02930 OF THE
~ ' . v ~ ~yx . ~ i I ; 1 , f ~ i ~ ~ ,y~ , ; ~ CONTRACT P IF ~ I ti ~ Q = t ; t ; i f , ~ ~ ~ , ~ SEC (CATIONS TO ALL OTHER DISTURBED AREAS.
SEE ENLARGEMENT OF STREAM v, ~ ~ ?12 ; G E ~ ~ ! ,Q ~ 'k~, } . I t CROSSING -THIS SHEET \ ~ ~ ~ ~ ~ ~ ~ / ~ f I' ~ f ! ~ ° w ? ~ . ~ ~ - ~ , v ~ i ~ , ~ ~
I~ ~ 1 1~ ~ I ~,I 1 ts, [ '~e~ ~ ~ ~ - - C' ~ ~ ' 1 r '11 ~ 't ~ ~ ' ~ ' ' ~ ~ E ~ I ; i ~ ; ~ ~ ' ~ ~ ~ ' ~ ~ 's3~`;~;~ ~ ~ ~ 7. SETBACK BETWEEN SPRAY HEAD WETTED AREAS AND STREAM
,~(ITIN~ ' ! ~ ' ~ ~V~ ETATIV~ ° E i J ~ ; 4 ~ ~ ! ~ i ' ~ - ~ ~ SHALL BE A MINIM ~ ~ UM OF 50 FOOT. ; ~ ~ ; I; FIELD`28~ ~ ~
' ~ + ~ ~ I ~d' °~~31, r~~ I !I1 ~ r ~'1 ~i I~ I i ~ t r t o f 1~• t~ f 1 ~ ~ ~ ~ ~ 1 ~ ~ 1 1 I l 1 I ~ t ; I I ~ ~ I ~ 1 ~ ~ ! ~ ~ ~ i ~ I ~ I t l 1 ~ ~ ~ 13 AP('RO?G ; I , ~ ~ t I I ~ „ ~ I I ~ ~ , ~ ; , ~ , ~aeo.. 8. CONTRACTOR SHALL NOT DISTURB ANY AREA OUTSIDE A 10
~ ~ ~ ~ ~ ' a"O'i 1A~'• 1 1 _ ~ ~ FOOT CORRIDOR FR ' ` OM THE DISTRIBUTION MAIN, MANIFOLD
~ - 1 ~ - ~ - , 1 ~ , ; . ; , ~ ~ ~ j , tr t 1 ~ , } l I ~ I i ~ ~ ~ ~ ~ PIPING, OR IRRIGATION HEADS UNLESS OTHERWISE SHOWN ~ ON
~ ~~'s ~ ~ ~ ~ I ~ I ; ~ l ~ ~ ~ ~ I ~ i ~ t r~ ~ i. 1 an, ~ ~ i I ~ U s t ~ ~ ~ ~°y ! { ~ , _ . , ~ I I t ~ ~ ` ~ d , ; I ~ I } ~ ~ ; ~ THE DRAWINGS. r ~ I ~ ~ ~ ~ ~ F N r ~
z t, 11 ~ I ~ N t~,or ` ~ ~ 1 ~ ~i~ t ~ F~ ~ r 70~-. ~ , ,ax ~ ~jr~l~ ~~I ,5 ~ ~ ,1'~'~11'~~,1' I~ f r
1 u. , i ~ _ I r ~ `f ~ , I i 1 v. 7 °,II I'll ; ~ - - 1 ~ I A~P~OX,,~•d r ; ~ ~ - 1 ~ ? ~ ~ , / ~ ,a _ - KEY NOTES, r
. ; 1~ ~ ~ ' , e, f ~ ~ ~ i a~ ~ ~ ~ i r t I C ww-., N,.,,..t53
a' ; t; ~ ~ l ~ X111 - 1 CONTRACTOR SHALL INSTALL 12-IN DISTRIBUTION MAIN PRIOR TO i. a ~ I ~ ~ ~
q ~ ~ r ~ -_M. ~ 1 t ~ , ; f 1 f 12" SP AY, ~ ~ ~ , .'s t , , 1k ` ~ 12,.. SPI q~ ~ 4 ; 4" ; l 5 , , , S } ~ ~ INSTALLING ZONE 3 MANIFOLD PIPIN m ~ } ~ G 12 SP~AY~ ~ ~ ~ ~ ~ ~ ~
r ~ , ~ 4 ~ ~ I I , ~ d ' r; ~ t ;IRRIGATION ! ~ ,ei ~ ' ~ o ~ ~ •g0'~ I ATI f , ~w _ ~"IRR G ~ t ~ ~ . ( , "~~IRRIGATION r ~ ~ ~ ~ ~ ~ l j ~ ~ ~ , ~
d 11 . - , I ~ MAIN ` ~ ~ ~ ZONE 13 t ~ ~ 1 MAIN z f ~ d , ~ ~.f, ~ ! ~ ~9a ~a ,1 i ~,ti', ...MAIN ~ ~ ; ~ ~
_ ~ ~ ~ Ql) ~ ``nn ~ d , r i e r r; I G , p. ~ 4 " ,"y / ; ~ I i I
~ i I TINC • ~ . S( S E v ~ a.w j. ~ ~a ~ i ~ ~ 1 ~ , Q ~ >6 ~ D. w w ~ ~ 4 ~ `V~GETA,I IVE~ ~ : ~ d 10~ 22,5' ND m , d c . t 1 ~ ~ r s ~ LEGEND
1$' i _ SWP,LEo~-, • r ~ ~ ~ - ~ _ r I ~ m~ / ~ ~ ~
s - ~ ~ r i } t;~ ; AIR RELEASE VALVE r~
. < ~ 0, a } ' ' _ AR;I I f t ~i% , I , ~ ZONE VALVE A M g , ~ , ~ SSE BLY
~ . ~ ..1 ~ I ~ f ~ ~ ~ , . ~ - tn~ , ' r . ~ ~ ~ ~ SPRAY NOZZLE F
v p a - j s ~ ~ ~ ~ ° .ti ~ r 3 d s ~ , t i @O~NDARY ; ~1' ~ ~ ~ ~ Q (ULL RADIUS)
1 i E . "SIL, FENCE,` TYPICAL ~ ~ ° ~ _ _ ti - - , ~ f ~ ~ EXISTIN,, FAfiP~ , rr ~
„ _ ~ , ~ u, ..a 19~ r s y ~ ; v _ . O SPRAY NOZZLE (PART RADIUS) P,CCESS , 1 r {
~ M ~ I , . ~ ~ ~ ~ , ~ 1 > ~ 10 4 - ~ v~~ ~y ROAD ~ ~ ~ 1 ~ I EXISTING MONITORING T ~ EST WELLS
fl ' ~ ~ 1 '=t, k ~3> ~ ~ ~
~ ~ , . c ~ u~' - - - - BLUE LINE STREAM
` <7 ` 7 ~ ~ r ~ _ ' 3 ~ ~ y ~ - t~ ~ /
~'~.6x N 13 ~ ~ ~ ZO E rk~ ~ - - - - SPRAY FIELD BOUN ARY ~ ~ D
~ ~ ~ ~ ~ ~ , ~ ~ _ ~ • Y\ ~ 9~ ~ ~ E f ' ~ 'tr r it < B ,
' 2. ~ ~ /'j , , 1 ~
' ~ 1. . F ~ ~ I 10 , ~r' . 2 - ~ , ~ - ~ I ~ i ~ , , , ~ ~ ~ r/ / UNSUITABLE SOILS i ~ /
_ ~ A t. I ! ~ ~ ~ 1 I ~ ~ a ~ ~ ~...°ti ~ Q,, _ ~ , _ ~ , r , ~ ~ n _ L + ~ ~ ~ '
- ~ . - / ~ ~ ~ ~ - -
I ~ ~ _ „ ~ < ~ _ ~ ! _ n w ~ 0 , I ~ ~ ~ , S ; , - " ~ ~1 ,
l) ~ ' a ~ ~ I~~ a t ~ ~5 ,t}i a ~ , j ~ I _ , ~ ~ ~ ~ ~ 100 YEAR FLOOD ZON
206-°_ j ~ ~ , 9 ~ 1 ~.w. , r ~ , 0 ~ - _ J _ _ ~ ~ ~ ~ E ~
~ _ ~ , f , . ~ I ~ . ~ . 9 ~ _ ~ ~ - ~ x _ . ~ z - 'l - - 1 I
_ - ~ - A ~ r + ~ ~ SILT FENCE.
1 _
• 96 `.-195- 1 ~~~o ~ ~ f ~ - t m
0 ° ~ ~ 17 ~ .I ~d f ~ _ e_~ ~ ~ ~ ~t
~Q ~ , , ~ ,100 YEAR; ~ ;,1 ~ } . n l~r-v ~ _ I , h 'vs 1 ''r:' . ~ : 49
FLOOD ZONE _ , - ~ ~ ; ~ ` 8 90UNDARY ~ t'~ ~ ~ + `y .JI y ~ ~ ~d , ~ k'.
I` ~ , . ~ ~ r, ~ I ~t vl/ vI/ ,,vl g ~ rt , , ~ - n, . ,
ti ~ ~ _ S ; ~ ' I' ~ ~ ~ ' , ~y~ , h SEE CREEK CROSSING ~ ~ a'' ~'S'~`' ' ~
. ~ ~ \ 9 , ,v ~}I~~. ~ 1"~ . ' ~ "y., r ~ ~ i I ~ ~ DETAIL ON SHEET C-11 r s~~r ~ ~ r~ ° , ~ a ~ t°
x 0 ~ d a ~ r ~ , Zone 3 ti _ ~ ~ . r9 1'6 ~ ~ . ~ . ~ ~ r , 20 i ~ 4 ~,r ~It 8 L 't ~ ~f r. c ss ~ ~ r ~ ,
C _ ~ ~ f i ~ ' ? ~ t v~ , ~ ~ Plan Number Tag Number) Nozzle Size; FulUPart ~ , ~ , r I { i ~ , ~ ,y ! 3 t, '4 ~•e ~`'y rt , w c7
_ _ - . I ~ t ~ ; 0.65 Part ' ~ ~ ~;=r~ ~ • 1 03-001-026D ~ ~ ~ . ~ ; , ~
• 2 03-002-026D 0.65 I Part 7~ k i 's f ~ _ l ~ ~ ~ FIE ' . , r w,~~
1 3 03-003-028D 0.65 Full y ~ j{ f] 4 ~4 '~i ~ r r r ~ y
4 03-004-028D 0.65 Full ~ ' , r "1, . 5 03-005-028D 0.50 Part ~ ~ ~ ~ ~ , i ~ ~y hh . i ~ ~t~ .orbs,
_ _ ~ ~ r 1 t/~ ; ° _ - _ Full ~ ,f 6 - 03-006-028D 0.55 ~ ` , / ` ` , ,r ~ r . , ~ ,~o ~ STREAM _ _ ~ ~ 'xw~ R a t', ~ f
7 03-007-0280 0.65 Part , ; . • ` ~ ~ ~ ,
03-008-028E 0.50. -Part V ~ d - ~ t ~ ; F`~ ~ \j,i .d _ - ~ 15 ~ ~ J 10' UTILITY v~ ~ k ~ ~ y r S. ~~i E, ~ ,~+kb. C~y,.
9 03-009-028C 0.65 ~ Full T ~ ~ j _ _ ~ rao _ . ; ~ ~ CONSTRUCTION MAIN E•NANCE ~ i ; ~ ~ ~ ~ , t ~iF.~ ~ ~ ~ 'r ~'s~?? ~ a~ ` ~
10 103-010-028E 0.65 I Full ' S • , . 11 ~03-011-028E 0.65 ; Part ~ ~ ~ ; : ' f r ; " 1,' 'CORRIDOR ~ : ~ ~
( ~ - ,,;t _ 12 03-012-028E 0.65 ! Part ~ ~ ` _ ' , t 3 9 , " {f t Y. Arm ~ ,L
_ _ 13 03-013-028C 0 65 ~ Full _ ' f ~ . I _ .,p ~'nytAV~,< ~1 R" ~ , . ,y,..; rot v. 7rr"' ~ 1 ftr < I; 4 1" ,ati ` y t y S r a,.
~ ~r ` ' , ~ 14 03 014 028E - 0 65 ~ Full ` - - r r r 1 ~lS:~ Jf ~.h i ..y~ 1r t ~ C Y + °r~ l ~ - p.
15 03-015-028E 0.65 ~ Full ~ r ~ - -I f, I ~ 16 - 03-016-028E 0.65 , Full ~ • , o n r s; 'C4.. ~K i ,n~~. 1, ryyvvrw ..f, ! 1U r,.-- SCALE: 1 50 ~ t ~ _ ~
d - ~ , . , , ~ fi7 03-017-025C 0,55 ~ Park _ _ ~ • I , . _ , „ z ~ ~ f >-zs; ~ ~
i _ a - F ~ i1 I. _ _ 18 03-018-028E ~ 0.50 Part _ ~ t`'~ r~ i t ~ ~ ~ i'; . EGEND _ r~,~ . I I , 4~ ~'n~'N ~ 4, jam?"-.v+tt > .1,
- _ SIL F FE~~~,t ~ ~ 19 03-019-028E 0 50 ~ Part ~ ' I,, S65 ~ - _ ~ n s y-rn ' .T , ~ ~ r f, - - , , r P v.~ } I N,$r({p~ 'ark=~ ~l w, ~ S
- o t. / ~ - 20 03-020-028E 0.50 Part f~ ~ r 1 ,.1 - 21 03-021-028E ---0.55 I _ Par}-_- ; : ° ' .6 ~ ~ ..r f. ; ~ ~ ~ ZONE 1 NEUSE RIPARIAN ~:,4 ~ ~ r' r ~ ~ ~ ~ ~ o ` A BUFFER TEMPORARY IMPACT x ~ ~ r y;
t; ~ r p, ~ , ; , ; . I
ZONE 3 WETTED AREA: 11.53 ACRES ZONE 2 NEUSE RIPARIAN r.~r; ~ ~ , .a . , 4
BUFFER TEMPORARY IMPACT
NTS
PROJECT MANAGER DONALD L. SAFRIT, PE
W. FLETCHER `~~*,iilff~r/c i o a ei
~H•~ARp,//~ SPRAY( F RRIGATI~N Z ONE NOS. 3 & o~ 13
oFESS~oy;y ~F, c PIPING PL AN euse aver as ewa er z
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rea men aci i o . ~ z
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HDR En Ineerln Inc. / y ~ 9 9, q( of the Carolinas ~ ~ • S ec i a er rri a me a ion s em
04 2006 FINAL DRAWING-NOT RELEASED FOR CONSTRUCTION J. POWERS ~f ~f ~111~1 r 0 1" ~ FILENAME OOC-04.DWG SHEET
U ~'Z 200 t T N 1091 -1 - ioso i s an ica ion i e
ISSUE DATE DESCRIPTION PROJEC UMBER 0 3 6574 018 , 9970.14 Beach Drive I Calabash, NC 2646T SCALE 1 " = 100' -~4