20031159 Ver 1_Complete File_20030916

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February 2, 2005
Mr. Rodney Tart
The County of Harnett
P.O. Box 1119
Lillington, NC, 27546
APPROVAL of Individual 401 Water Quality Certification
Re: Harnett/Fuquay Regional Sewerline, Harnett and Wake Counties
DWQ #03-1159; USACE Action ID. No. 200301310
Dear Mr. Tart:
Attached hereto is a copy of Certification No. 3458 issued to Mr. Rodney Tart, dated February 2, 2005. In
addition, you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Solid Waste, Sediment and Erosion Control, Non-discharge and Water Supply Watershed
regulations.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
V
Alan W. Klimek, P.E.
AWK/cbk
Attachments
cc: U.S. Army Corps of Engineers, Wilmington Regulatory Field Office
U.S. Army Corps of Engineers, Raleigh Regulatory Field Office
Wilmington District, U.S. Army Corps of Engineers
Eric Kulz, DWQ, Raleigh Regional Office
Ken Averitte, DWQ, Fayetteville Regional Office
File Copy
Central Files
031159Fuquay(Hamett/Wake)401
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn:/,l12o.enr.state.nC.osnc%%,ctlan(is)
Customer Service #: 1-877-623-6748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
i9
KR 'A
Mr. Rodney Tart
February 2, 2005
Page 2 of 4
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and 95-
217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15
NCAC 2H, Section .0500 to Mr. Rodney Tart to temporarily impact 2.57 acres of riparian wetlands and 3899 linear
feet of stream channels, and to place permanent fill material in 84 linear feet of stream channels and to convert 0.745
acre of forested wetlands to herbaceous wetlands in the Cape Fear River Basin, in order to construct gravity sewer
outfall lines and forcemains from the town of Fuquay-Varina, Wake County, to the town of Lillington, Harnett
County, North Carolina, pursuant to an application filed on the 19th day of December of 2003, and in additional
correspondence received April 19 of 2004.
The application and supporting documentation provides adequate assurance that the proposed work will not result
in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North
Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of
PL 92-500 and PL 95-217 if conducted in accordance with the application, the supporting documentation, and
conditions hereinafter set forth.
This approval is only valid for the purpose and design submitted in the application materials and as described in
the Public Notice. If the project is changed, prior to notification a new application for a new Certification is
required. If the property is sold, the new owner must be given a copy, of the Certification and approval letter and is
thereby responsible for complying with all conditions of this Certification. Any new owner must notify the
Division and request the Certification be issued in their name. Should wetland or stream fill be requested in the
future, additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). If
any plan revisions from the approved site plan result in a change in stream or wetland impact or an increase in
impervious surfaces, the DWQ shall be notified in writing and a new application for 401 Certification may be
required. For this approval to be valid, compliance with the conditions listed below is required.
Conditions of Certification:
Sediment and Erosion Control:
1. 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. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
2
11. Violations of 2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters,
and may resu footprint of the impacts depicted in the 404/40 1 Permit Application. All cc
including the design, installation, operation, and maintenance of sediment
12. This Certific, Management Practices, shall be performed so that no violations of state w,
statutes, or rules occur;
If this Certification is unac
within sixty (60) days folk 3. Sediment and erosion control measures shall not be placed in wetlands or
conforming to Chapter 15( practicable. If placement of sediment and erosion control devices in wetla
Hearings, 6714 Mail Servi unavoidable, they shall be removed and the natural grade restored within s
Certification, you have the Division of Land Resources has released the project;
(60) days following receip
Continuing Compliance-
and binding.
4. Mr. Rodney Tart shall conduct construction activities in a manner consiste
Standards (including any requirements resulting from compliance with
Water Act) and any other appropriate requirements of State law and fe
determines that such standards or laws are not being met (including the fa-
or achieved use) or that State or federal law is being violated, or that furtl
to assure compliance, the Division may re-evaluate and modify thi
conditions appropriate to assure compliance with such standards and requi
15A NCAC 2H.0507(d). Before modifying the Certification, the Divisic
Tart and the US Army Corps of Engineers, provide public notice in ac
2H.0503 and provide opportunity for public hearing in accordance with
new or revised conditions shall be provided to Mr. Rodney Tart in writh
United States Army Corps of Engineers for reference in any Permit issuec
the Clean Water Act, and shall also become conditions of the 404 Permit f
Other conditions:
5. Measures shall be taken to prevent live or fresh concrete from coming into
state until the concrete has hardened;
6. Waste or borrow sites shall not be located in streams or wetlands;
Deed notifications or similar mechanisms shall be placed on
wetlands,waters
and protective buffers in order to assure compliance for future wetland, w,-
These mechanisms shall be put in place prior to impacting any wetlands, v
approved for impact under this Certification Approval and Authorization
notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands.
8. The use of pesticides, herbicides, fertilizers and cleaners near or over open
to the extent practical;
9. All mechanized equipment operated near surface waters must be regularly
to prevent contamination of stream waters from fuels, lubricants, hydraulic
materials;
10. Upon completion of the project, the Applicant shall complete and return t
Completion" form to notify the Division when all work included in the t
completed. The responsible party shall complete the attached form and re
Unit of the NC Division of Water Quality upon completion of the project.
OO? W AT ?RpG
r
Apfil ,
JI
Mr. Rodney Tart The County of Harnett
P.O. Box 1119 (/A
Lillington, NC, 27546 APPROVAL of Individual 401 Water Quality Certification 6;J V
Re: Harnett/Fuquay Regional Sewerline, Harnett and Wake Counties Ell
DWQ #03-1159; USACE Action ID. No. 200301310 U`
Dear Mr. Tart:
Attached hereto is a copy of Certification No. 3458 issued to Mr. Rodney Tart, dated April 27, 2004. In
addition, you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Solid Waste, Sediment and Erosion Control, Non-discharge and Water Supply Watershed
regulations.
If we can be of further assistance, do not hesitate to contact us.
AW K/cbk
Attachments
Sincerely,
or-ZA Ae_4
Alan W. Klimek, P.E.
r- -J//),, L, o?'
cc: U.S. Army Corps of Engineers, Wilmington Regulatory Field Office
U.S. Army Corps of Engineers, Raleigh Regulatory Field Office
Wilmington District, U.S. Army Corps of Engineers
Steve Mitchell, DWQ, Raleigh Regional Office
Ken Averitte, DWQ, Fayetteville Regional Office
File Copy
Central Files
031159
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Colecn 11. Sullins, Deputy Director
Division of Water Quality
_4
NCDEN 3
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://12o.enr.st ite.nc.u-/nc'A'Ctlands)
Customer Service #: 1-877-623-6748
Mr. Rodney Tart
April 27, 2004
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and 95-
217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15 NCAC
2H, Section .0500 to Mr. Rodney Tart to temporarily impact 2.57 acres of riparian wetlands and 3899 linear feet of
stream channels, and to place permanent fill material in 84 linear feet of stream channels and to convert 0.745 acre
of forested wetlands to herbaceous wetlands in the Cape Fear River Basin, in order to construct gravity sewer outfall
lines and forcemains from the town of Fuquay-Varina, Wake County, to the town of Lillington, Harnett County, North
Carolina, pursuant to an application filed on the 19th day of December of 2003, and in additional correspondence
received April 19 of 2004.
The application and supporting documentation provides adequate assurance that the proposed work will not
result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North
Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of PL
92-500 and PL 95-217 if conducted in accordance with the application, the supporting documentation, and
conditions hereinafter set forth.
This approval is only valid for the purpose and design submitted in the application materials and as described
in the Public Notice. If the project is changed, prior to notification a new application for a new Certification is
required. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is
thereby responsible for complying with all conditions of this Certification. Any new owner must notify the Division
and request the Certification be issued in their name. Should wetland or stream fill be requested in the future,
additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). If any
plan revisions from the approved site plan result in a change in stream or wetland impact or an increase in
impervious surfaces, the DWQ shall be notified in writing and a new application for 401 Certification may be
required. For this approval to be valid, compliance with the conditions listed below is required.
Conditions of Certification:
Sediment and Erosion Control:
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. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401 Permit Application. All construction activities, including
the design, installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or rules
occur;
3. 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;
2
Mr. Rodney Tart
April 27, 2004
Continuing Compliance:
4. Mr. Rodney Tart shall conduct construction activities in a manner consistent with State Water Quality
Standards (including any requirements resulting from compliance with section 303(d) of the Clean
Water Act) and any other appropriate requirements of State law and federal law. If the Division
determines that such standards or laws are not being met (including the failure to sustain a
designated or achieved use) or that State or federal law is being violated, or that further conditions
are necessary to assure compliance, the Division may re-evaluate and modify this Certification to
include conditions appropriate to assure compliance with such standards and requirements in
accordance with 15A NCAC 2H.0507(d). Before modifying the Certification, the Division shall notify
Mr. Rodney Tart and the US Army Corps of Engineers, provide public notice in accordance with 15A
NCAC 2H.0503 and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504.
Any new or revised conditions shall be provided to Mr. Rodney Tart in writing, shall be provided to the
United States Army Corps of Engineers for reference in any Permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project;
Other conditions:
5. Measures shall betaken to prevent live or fresh concrete from coming into contact with waters of the
state until the concrete has hardened;
6. Waste or borrow sites shall not be located in streams or wetlands;
7. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands.
8. The use of pesticides, herbicides, fertilizers and cleaners near or over open waters shall be avoided
to the extent practical;
9. All mechanized equipment operated near surface waters must be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids and other toxic
materials;
10. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify the Division when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the 401/Wetlands
Unit of the NC Division of Water Quality upon completion of the project.
11. Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties;
12. This Certification shall expire upon expiration of the 404 Permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written
request within sixty (60) days following receipt of this Certification. This request must be in the form of a written
petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. If modifications are made to an
original Certification, you have the right to an adjudicatory hearing on the modifications upon written request within
sixty (60) days following receipt of the Certification. Unless such demands are made, this Certification shall be
final and binding.
This the 27th day of April 2004
DIVISION OF WATER QUALITY
rE.
Alan W. Klimek, 3

Re: Harmtt/Fuquay Regional Wastewater project, Harnett...
Subject: Re: Harnett/Fuquay Regional Wastewater project, Harnett and Wake Counties
From: Melba McGee <[e-mail]>
Date: Tue, 27 Apr 2004 14:15:35 -0400
To: Cyndi Karoly <[e-mail]>
I called Construction Grants for you and the 201 Plan has not gone through
the clearinghouse. It's my understanding they hope to submit it around May
7th. Then it's a 30 working day review period. So if things go as plan the
FONSI should be approved sometime after June 7th.
Cyndi Karoly wrote:
Alex - can you let me know if this project is through the clearinghouse
process yet? We are otherwise ready to issue but I need to be sure from
you, not the consultant. Thanks.
S???Gy
?I?'a??- 4oas
(?, I 11J) (
1 of 1 4/27/04 2:24 PM
o?O? WAT?RPc
W )
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Colcen H. Sullins, Deputy Director
Division of Water Quality
February 24, 2004
Harnett and Wake Counties
DWQ Project No. 03-1159
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
County of Harnett
C/o Mr. Hiram Marziano
P.O. Box 1119
Lillington, NC, 27546
Dear Mr. Marziano:
On December 30, 2003, the NC Division of Water Quality (DWQ) received your application for a 401 Water Quality
Certification for wetland and stream impacts associated with the construction of the Harnett/Fuquay Regional Wastewater
project in Harnett and Wake Counties. Insufficient information has been provided in order for us to complete our review.
Specifically, please provide the following materials so that we can complete our review of your application with respect to
avoidance and minimization of wetland impacts:
• Mr. Jim Bivins has advised Mr. Ken Averitte of the DWQ Fayetteville Regional Office that design changes currently in
preparation will lead to minor modifications of the impacts associated with this project. Please note that the complete,
final plans must be provided to DWQ before we can issue a Certification for this project. Upon completion of the plan
revisions, please provide 3 copies of plans illustrating all impacts as well as an impact summary so.that we can
distribute the final proposal to the DWQ Central Office and Fayetteville and Raleigh Regional Offices:
Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of Engineers
place this project on hold. Also, this project will be placed on hold for our processing due to incomplete: information (15A
NCAC 2H.0507(h)).
Thank you for your attention. If you have any questions, please contact Ken Averitte in our Fayetteville Regional Office
at 910-486-1541 or Cyndi Karoly in our Central Office in Raleigh at [phone].
Sincerely,
1eorney
Johcc: Jennifer Burdette, Corps of Engineers Raleigh Regulatory Field Office
Jennifer Frye, Corps of Engineers Wilmington Regulatory Field Office
Steve Mitchell, Raleigh DWQ Regional Office
Ken Averitte, Fayetteville DWQ Regional Office
File Copy
Central Files
031159
4"w?r
ATE
N. C. Division of Water Quality, 401 Wetlands Certification Unit, N(:taEr.-t
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nC.us/ncwctlands)
Customer Service #: 1-877-623-6748
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Harnett / Fuquay Regional Wastewater
Project Number 03 1159
Recvd From APP
Received Date 9/16/03 Recvd By Region
Project Type to regionalize the wastewater collection
County Harnett
County2 Wake
Region Fayetteville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet 110(•,°
Type Type Impact Score Index Prim. Supp. Basin Req. Req. 10-110W.]
12 Forested FT _0N ? 18-(10.5) WSIV 30,607. 3.00 F_ F_
Stream O Y _&N 18-16-(0.7) WSIV F 30,607. 8
F ??-
?? O Y O N F- 18-16-1-(2) WSIV F 30,607.
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: @ Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
Facility Name Harnett / Fuquay Regional Wastewater County Harnett
Project Number 03 1159 Regional Contact:
Date:
Comments (continued from page 1):
Steve Mitchell
cc: Regional Office
Central Office Page Number 2
o?J warF9PG
7
r
October 10, 2003
Harnett/Wake Counties
DWQ Project No. 03-1159
CERTIFIED MAIL: Return Receipt Requested
County of Harnett
C/o Mr. Hiram Marziano
P.O. Box 1119
Lillington, NC, 27546
Dear Mr. Marziano:
Reference is made to your application for a 401 Water Quality Certification to construct the
Harnett/Fuquay Regional Wastewater Project in Harnett and Wake Counties. This project is currently
under review by the State Clearinghouse. Please note that DWQ cannot issue a 401 Certification until
the project has received a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) from
the State Clearinghouse in accordance with NCAC 15A:01 C .0402. Therefore, this project shall remain
on hold until the SEPA process has been completed. We recommend that you notify us when the
SEPA process is complete so we can re-activate the project. We have also been informed by the U.S.
Army Corps of Engineers that the proposed work does not qualify for Nationwide Permit 12, and that an
Individual Permit will be required. Therefore, the Division of Water Quality's regulatory review process
will officially begin upon receipt of the Public Notice in the 401/Wetlands Unit Central Office in Raleigh.
Thank you for your attention. If you have any questions, please contact Ken Averitte in our
Fayetteville Regional Office at 910-486-1541 or Cyndi Karoly in our Central Office in Raleigh at (919)
733-9721.
Sincerely,
John Dorney
JRD/cbk
cc: Jennifer Frye, Corps of Engineers Wilminton Regulatory Field Office
Ken Averitte, Fayetteville DWQ Regional Office
Alex Marks, DWQ
File Copy
Central Files
Jamie Poole, P.O. Drawer 4428, Asheboro, NC, 27204-4428
031159
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.stite.nc.us/ncwctlands)
Customer Service #: 1-877-623-6748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
yGUEC;mI

Corps of End nee?9jFR -L' a () Z00
3
Wi1mEn? on Distri t, OF
Post Office Box 1890 QUq?/r
Wilmington, North Carolina 28402-1890 ySFCT/0
(http://www.saw.usace.anny.miI/wetlands/regtour.htm)
Action ID No. 200301310
QROI/P
December 19, 2003
PUBLIC NOTICE
The County of Harnett, c/o Mr. Rodney Tart, PO Box 1119, Lillington, NC 27546, has
applied for a Department of the Army (DA) permit TO TEMPORARILY IMPACT SECTION
404 WETLANDS AND STREAM CHANNELS AND TO AUTHORIZE THE DISCHARGE
OF FILL MATERIAL INTO JURISDICTIONAL STREAMS FOR THE PURPOSE OF
CONSTRUCTING GRAVITY SEWER OUTFALL LINES AND FORECMAINS, ABOVE
AND BELOW HEADWATERS, IN WETLANDS, UNNAMED TRIBUTARIES, NEILLS
CREEK, KENNETH CREEK, AND THE CAPE FEAR RIVER FROM THE TOWN OF
FUQUAY-VARINA, WAKE COUNTY, TO THE TOWN OF LILLINGTON, HARNETT
COUNTY, NORTH CAROLINA. TEMPORARY IMPACTS CONSIST OF 2.57 ACRES OF
RIPARIAN WETLAND AND 3899 LINEAR FEET OF STREAM CHANNELS.
PERMANENT IMPACTS ARE COMPRISED OF THE DISCHARGE OF FILL MATERIAL
INTO 84 LINEAR FEET OF STREAM CHANNELS AND THE CONVERSION OF 0.745
ACRES OF FORESTED WETLAND TO HERBACEOUS WETLANDS.
The following description of the work is taken from data provided by the applican nd
from observations made during a site visit by a representative of the Corps of Engineers. The
project site is a 40 to 60 foot wide construction corridor that extends approximately 15 miles
from Fuquay-Varina's Wastewater Treatment Plant approximately 15 miles south to Lillington's
Wastewater Treatment Plant. Proposed impacts to jurisdictional treams and wetlands are
associated with the construction of sewer lines which entails(?'wetland crossings, 80 stream
crossings, and one crossing of the Cape Fear River. Plans submitted with the application show
that each crossing would be performed by the open cut and backfill method using track
excavators. The applicant has proposed to utilize a Port-a-Dam system for Cape Fear River
crossing. The proposed project includes a 12-foot wide, mowed maintenance corridor that would
result in 84 linear feet of permanent stream channel impact. hi addition, the routine of mowing
this corridor would alter 0.745 acres of wetland vegetation community from forest to herbaceous.
The purpose of the work is to construct a regional wastewater collection system for portions of
Wake and Harnett Counties. The current use of the project area is predominantly undeveloped
riparian forest with some timber harvesting, agricultural and residential activities. The Plans
showing the work are included with this public notice.
C-fos;r,,
The application for a DA pen-nit also includes a mitigation proposal. The applicant
proposes to make payment to the North Carolina Wetlands Restoration Program at a 2:1 ratio for
84 linear feet of stream impact and 0.745 acres of wetland impact.
This proposal shall be reviewed for the applicability of other actions by North Carolina
agencies such as:
a. The issuance of a Water Quality Certification under Section 401 of the Clean Water Act
by the North Carolina Division of Water Quality (NCDWQ).
b. The issuance of a permit to dredge and/or fill under North Carolina General Statute
113-229 by the North Carolina Division of Coastal Management (NCDCM).
c. The issuance of a permit under the North Carolina Coastal Area Management Act
(CAMA) by the North Carolina Division of Coastal Management (NCDCM) or their delegates.
d. The issuance of an easement to fill or otherwise occupy State-owned submerged land
under North Carolina General Statute 143-341(4), 146-6, 146-11, and 146-12 by the North
Carolina Department of Administration (NCDA) and the North Carolina Council of State.
e. The approval of an Erosion and Sedimentation Control Plan by the Land Quality
Section, North Carolina Division of Land Resources (NCDLR), pursuant to the State
Sedimentation Pollution Control Act of 1973 (NC G.S. 113 A-50-66).
The requested Department of the Army (DA) permit will be denied if any required State or
local authorization and/or certification are denied. No DA permit will be issued until a State
coordinated viewpoint is received and reviewed by this agency. Recipients of this notice are
encouraged to furnish comments on factors of concern represented by the above agencies
directly to the respective agency, with a copy furnished to the Corps of Engineers.
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the
Magnuson-Stevens Fishery Conservation and Management Act. The District Engineer's initial
determination is that the proposed project would not adversely impact EFH or associated
fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the
National Marine Fisheries Service.
This application is being considered pursuant to Section 404 of the Clean Water Act (33
U.S.C. 1344). Any person may request, in writing within the comment period specified in the
notice, that a public hearing be held to consider this application. Requests for public hearing
shall state, with particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the National Register of
Historic Places for the presence or absence of registered properties, or properties listed as being
eligible for inclusion therein, and this site is not registered property or property listed as being
eligible for inclusion in the Register. However, information submitted by the applicant included
draft results from an Archaeological Survey (August 2003) conducted by the applicant's
consultant, that identified seven new archaeological sites and one isolated find within the project
area.
2

The District Engineer, based on available inforination, has determined that the proposed
activity may result in adverse impacts to species, or their critical habitat, designated as
endangered or threatened pursuant to the Endangered Species Act of 1973. This includes the
federally endangered Cape Fear Shiner (Notropis Mekistocholas).
The decision, whether to issue a permit, will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity and its intended use on the
public interest. Evaluation of the probable impacts that the proposed activity may have on the
public interest requires a careful weighing of all those factors that become relevant in each
particular case. The benefits that may be expected to accrue from the proposal must be balanced
against its foreseeable detriments. The decision whether to authorize a proposal, and if so the
conditions under which it will be allowed to occur, are therefore decided by the outcome of the
general balancing process. That decision should reflect the national concern for both protection
and use of important resources. All factors that may be relevant to the proposal must be
considered including the cumulative effects of it. Among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (according to Executive Order 11988), land use, navigation,
shore erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property ownership,
and, in general, the needs and welfare of the people. For activities involving the placement of
dredged or fill materials in waters of the United States, a permit will be denied if the discharge
that would be authorized would not comply with the Environmental Protection Agency's
404(b)(1) guidelines. Subject to the preceding sentence and any other applicable guidelines or
criteria, a permit will be granted unless the District Engineer decides that it would be contrary to
the public interest.
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials; Indian Tribes and other interested parties to consider and evaluate the
impacts of this proposed activity. Any comments received will be considered by the Corps of
Engineers to decide whether to issue, modify, condition or deny a permit for this proposal. To
make this decision, comments are used to assess impacts on endangered species, historic
properties, water quality, general environmental effects and the other public interest factors listed
above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to decide the need for a public hearing and to decide the
public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Anny (DA) permit will not
be made until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives
State certification required by Section 401 of the Clean Water Act. The NCDWQ considers
whether the proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean
Water Act. The application and this public notice for the Department of the Army (DA) pen-nit
serves as application to the NCDWQ for certification.
1
Additional information regarding the Clean Water Act certification may be reviewed at the
offices of the Wetlands/401 Unit, NCDWQ, and 2321 Crabtree Boulevard, Raleigh, North
Carolina 27604-2260. Copies of such materials will be furnished to any person requesting
copies upon payment of reproduction cost.
All persons desiring to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Division of Water Quality
(NCDWQ), 1621 Mail Service Center, Raleigh, NC 27699-1621, on or before Septernbet•-1?
,..2ata Attn: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in
the Corps of Engineers, Wilmington District, Wilmington Regulatory Field Office,
Attn: Ms. Jennifer Frye, Post Office Box 1890, Wilmington, North Carolina, 28402-1890, until
4:15 p.m., January 22, 2004, at telephone [phone].
4
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PROJECT AREA
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M
N
4
• L?
SITE #66
O`er
4V
N?
SITE #65
!d/ G 73j'

7
J'
MAP #39
SCALE: V=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINIER, P.A.
CONSUL77NG MGM=
8" SEVERL I NE 6SIMBORO, NORM CAROLINA
z
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8 S 35- FORCCAAIN 8 8 8
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73
SITE #67
3D-
"CAPE
NORMAL YL
ELEV. 101
_ V.
FRT. BEND
4+00 5+00
6+00
7+00
8+00
XM 70 INSPECT
U ON OF PIPE
9+00
10+00
I
G-? /."/I
s ?
/ J 0
SITE #68
?j /J 4J
A C Ci/? Ci G
MAP #41
SCALE: 1"=100'
FIARNETTMAKE SANITARY SEWER SYSTEM I[* MARZIANO & MINTER, P.A.
36" FORCEMAIN ? NORM ?.
Ize-
o w, 4
y

do/, x'0`7
MAP #42
SCALE: 1"=100'
HARNETT/WAKE SANITARY SEWER SYSTEM
48" SEWERLINE
MARZIANO & MINIER, P.A.
CONSULTING ENGUMM
ASMORO. NORM CAROLINA
I
O 1
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•
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? j

SITE #70

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MAP #43
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM hsAIRZIA O & I INIER, P.A.
R??II NORM CAROLINA
36" FORCEMAIN ASfgDORO. ? `MORO?

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I I I V
I 111
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110 00?
N
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SITE #71

MAP #44
SCALE: 1 "=100'
HARNETT/WAKE SANITARY SEWER SYSTEM MARUANO & MINIER, P.A.
CONSULTING ENGINIMRS
SEWERLINE ASIIEOORO NOORO. NORTH CAROLINA
ii
LAYING
CONDITIONS
TYPE 1
TYPE 2
TYPE 3
TYPE 4
DESCRIPTION
FLAT BOTTOM UNDISTURBED
EARTH TRENCH, LOOSE BACKFILL
FLAT BOTTOMED UNDISTURBED EARTH
TRENCH. BACKFILL LIGHTLY
CONSOLIDATED TO CENTERLINE
OF PIPE.
PIPE BEDDED IN 4" MINIMUM
JOB EXCAVATED MATERIAL.
BACKFILL LIGHTLY CONSOLIDATED
TO TOP OF PIPE.
PIPE BEDDED IN SAND, GRANULAR
MATERIAL OR GRADED GRAVEL TO
THE DEPTH OF 1 /8 PIPE DIAMETER,
4" MIN. JOB EXCAVATED MATERIAL
COMPACTED TO 4" ABOVE TOP OF PIPE.
(APPROX. 95% STANDARD PROCTOR,
AASHTO T-99)
?f PIPE BEDDED TO ITS CENTERLINE
?'''+'+.,',+, . \?i IN COMPACTED GRANULAR MATERIAL
'+' +'+'+ 4" MIN. UNDER PIPE. COMPACTED
' +`+++ GRANULAR OR SAND MATERIAL TO
+'+' 4"ABOVE TOP OF PIPE.
'+'+'+ + +'+'+++ ?j (APPROX. 95% STANDARD PROCTOR,
AAS HTO T-99)
PROJECT USE
NOT USED.
NOT USED.
ALL DUCTILE
IRON GRAVITY
SEWER LINE.
NOT USED.
ALL PVC GRAVITY
SEWER LINE.
A
3'-0'
MEDAL SPIDER TWO PER JOINT
6•
6•
ENCLOSE ENDS WITH

CENTER LINE CARRIER PIPE \
STEEL STRAPPING 2' BEVEL B' BRICK MASONRY
STEEL CASING PIPE
BOLTS TO PI
3'-0' MIN. COVER OR AS
ON THE PLANS.
PAVEMENT (ONE OR TWO
LANES)
GRAVEL
SPIDER,
BY SPIDER MFG.
OR APPROVED EQUAL
HEAVY DUTY
STEEL SKIDS (4)
CARRIER PIPE
SPIDER SIZE
DETERMINED BY
SIZE OF STEEL
CASING AND
CARRIER PIPE.
RAILROAD
5'-6' MIN. COVER
OR AS SHOWN ON
THE PLANS
TRANSITION FITTING AS
REQUIRED
BRICK CLOSURE
PROFILE
SLOPE TO DRAIN -?
2' WEEP HOLE
ST'L CASING PIPE
DUCTILE IRON
PIPE CARRIER

SECTION "A"

FRONT ELEVATION
ROCK CHECK DAM
SECTION
SILT FENCE OUTLET
TEMP. SILT
r- FENCE
NO SCALE

P?
O
?
?G

MIN
4"-6" COARSE
AGGREGATE Z

? Q Iq
,o a aQ,q,I .
D ,4
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
FILTER
FABRIC
STEEL "T" POST OR
4' DIA. CREOSOTED
POST @ 8'-0" O.C.
BACK FILL MIN. 8" 2'-4" MIN.
THICK WITH LAYER
OF GRAVEL \1 14" MIN.
8" MINT \-WX,
NOTE:
FENCE TO BE PLACED AT THE
EXTREME LIMIT OF THE AREA
TO BE CLEARED
"V" TRENCH
ELEVATION - DETAIL
TEMPORARY SILT FENCE 2
NO SCALE
Note:' When Finished with Inlet Protection,
,Remove Silt from Behind Stone. Rip Rap
may then be Used as Rip Rap Inlet to Culvert.
Spread evenly at Approach to Channel.
Place Stone Around
Temporary Sediment Culvert Inlet & Tie
Pool in Ditch Line Into Both
Banks
CO
3? 7 S/
- - - °pe 12"
Ditch Line

Use 12" NCDOT Filter 4" Stone
Stone on Rip Rap Face
SECTION - DETAIL
a?
Culvert Pipe
CULVERT INLET PROTECTION 8
NO SCALE

RIP
4" STONE
PLAN
FINISHED GRADE
BANK TO BE STABILIZED W/
9" OF CL. 'A' RIP RAP
E STABILIZED W/
A' RIP RAP
q DRAIN
'ERT (SIZED AS
VN ON PLANS.)
EXISTING GRADE
CULVERT (SIZED AS
SHOWN ON PLANS.)
SECTION
PERMANENT DITCH CROSSING
NO SCALE
THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF
STREAMS, LAKES OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS PROJECT.
EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT
OF CLEARING, GRADING, EXCAVATION, OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL
PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S
REFERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE WORK PROGRESSES
SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION.
THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF ADDITIONAL
EROSION CONTROL REQUIREMENTS.
THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD, WORKING STATE OF
REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE EROSION CONTROL DEVICES
SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO STREAM SILTATION.
WHERE CULVERT PIPES ARE TO BE INSTALLED UNDER ROADWAYS, THE CONTRACTOR SHALL INSTALL THE
CULVERTS AS RAPIDLY AS IS PRACTICAL, BACK FILL IMMEDIATELY AND RIP RAP THE UPSTREAM AND
DOWNSTREAM SIDES OF THE STREAM CHANNEL.
1. VERIFY OWNER HAS OBTAINED A COPY OF THE EROSION CONTROL PERMIT.
2. STAKE OUT HORIZONTAL ALIGNMENT OF WASTEWATER LINES & WATER LINES.
3. CLEAR EASEMENT OR RIGHT-OF-WAY AS REQUIRED TO INSTALL PIPELINE OR
CONSTRUCTION ACCESS ROADS.
4. BEFORE GRUBBING THE RIGHT-OF-WAY, INSTALL TEMPORARY CONSTRUCTION
ENTRANCE, SILT FENCE, TEMPORARY BERM DIVERSION DITCHES & SEDIMENT
TRAPS WHERE SHOWN ON THE PLANS. NOTE: ADDITIONAL MEASURES MAY BE
REQUIRED BASED UPON THE CONTRACTOR'S CONSTRUCTION PROGRESS.
5. GRUB THE EASEMENT FOR THE WASTEWATER LINE INSTALLATION & RESTAKE
THE HORIZONTAL & VERTICAL ALIGNMENT OF THE SEWER LINES & MANHOLES.
6. EXCAVATE TRENCH AND INSTALL WASTEWATER LINES & MANHOLES IN
ACCORDANCE WITH DESIGN PLANS. BACKFILL & TAMP THE TRENCH MATERIAL
IMMEDIATELY BEHIND THE PIPE INSTALLATION. ALL TRENCHING SHOULD BE
BACKFILLED AT THE END OF EACH WORKING DAY. INSTALL PERMANENT STREAM
CROSSING WHERE REQUIRED.
7. IN AREAS WHERE THE PIPELINE IS TO CROSS A STREAM OR DRAINAGE DITCH,
STREAM PROTECTION SHALL BE INSTALLED AS SHOWN IN THE DETAILS OF THE
PLANS.
8. PERMANENT SEEDING AND MULCHING SHOULD BE INSTALLED IN DISTURBED
AREAS WITHIN 15 DAYS OF THE PIPELINE INSTALLATION. FAILURE TO DO THIS MAY
NECESSITATE SHUT DOWN OF PIPE INSTALLATION UNTIL PERMANENT SEEDING IS
COMPLETED.
9. AFTER GRASS GERMINATES, REPAIR AND/OR RESEED AREAS WHERE NO
GRASS IS ESTABLISHED.
10. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL ALL GRASSED AREAS HAVE
BEEN ESTABLISHED.
CONSTRUCTION SEQUENCE

4
Seeding mixture
Species Rate (lb/acre)
Rye (grain) 120
annual lespedeza kobe in Piedmont 50
& Coastal Plain, Korean in Mountains.
Seeding dates
Mountains (above 2,500 ft): Feb. 15 - May 15
(below 2,500 ft.) Feb. 1 - May 1
Piedmont: Jan. 1 - May 1
Coastal Plain: Dec. 1 - Apr. 15
Soil Amendments
Apply lime and fertilizer according to tests, or apply 2,000 lb/acre
ground agriculture limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw, or equivalent cover of another
suitable mulching material. Anchor mulch by tacking with asphalt, roving,
or netting. Netting is the preferred anchoring method on steep slopes.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize
and mulch immediately following erosion or other damage
NOTE: THIS TEMPORARY GRASSING SPECIFICATION IS TO BE
USED DURING THE DATES SHOWN ABOVE. PERMANENT GRASSING
SHALL BE COMPLETED AS SHOWN FOR PROJECT GRASSING
SPECIFICATIONS.
TEMPORARY GRASSING SPECIFICATION

Seeding mixture Rate (lb/acre)
Species 75
Kentucky 31 Fescue 50
Pensacola Bohigross 5
Centipede 500
10-10-20 fertilizer 4000
Limestone
Seeding notes
In Eastern Piedmont add 25lb/acre Pensacola Bahiagross or 10
1
lb/acre
.
common Bermuda grass. Use common Bermuda grass only where it is un-
likely to become a pest.
2. After Aug. 15 use unscarified sericea
is desired seed.
omit sericea and substitute
40
,
3. Where a neat appearance
lb/acre Bahiagrass or 15lb/acre Bermuda grass.
seeding dates into June, add 15 lb/acre hulled Ber-
i
d
ng
spr
4. To exten
mudograss. However, it is preferable to seed temporary cover and seed
fescue in Sept.
Nurse plants
Between May 1 and Aug. 15, add 10lb/acre German millet or 15 b/(crain
Sudangross. Prior to May 1 or after Aug. 15, add 40 lb /acre rye (grain).
Seeding dates
Best
Fall: Aug. 25-Sept 15
Late winter: Feb. 15-Mar-21
Fall is best for tall fescue and late
Kobe lespedeza over fall-seeded tall
Bermuda grass seed in Fall.
Possible
Aug. 20-Oct. 25
Feb. 1-Apr. 15
winter for lespedezos. Overseeding of
fescue is very effective.Use unhulled
Soil Amendments
Apply lime and fertilizer according to tests, or apply 4,000 lb/acre
ground agriculture limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000-5,000 lb/acre grain straw, or equivalent cover of another
suitable mulching material. Anchor mulch by tacking with asphalt, roving,
or netting. Netting is the preferred anchoring method on steep slopes.
Maintenance
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed,
fertilize, and mulch damaged areas immediately.
PROJECT GRASSING SPECIFICATION

SURFACE FLOW W
DIVERSION ?• j???
' o jilt,
SIDE SLOPES TO BE 2:1
' W W W W W W j/l l%j'/?? /
J ?1/jlj!//ljl l RIP RAP SIDE SLOPES
j; 0°0°0 \\\ z W/ 24" CL. II RIP RAP
J000000000000p \\??????\ / / jj w t W W
O O O O O O O O O \\ \/ /j y y
1) °0 °0 °0°00000000000°o u
' •J0O0O0O0O0O0O0O0O0O0O0O0O // // r + v r
0 0 0 0 0 0 0 0 0 0 0 0 0 0 /
O O O O O O O O O O O O O O O O O O O O O O O O O O r• W W `?' /
O O \\ \'
/••.JJ \;\\A\
OO O°O°0°00000000 000000° ° °0 0 / '1`;\\.\\\\.\, .\ W W W J•
O O O O O O O O O O O0 O O O O O r W
0 0 0 0 0 0 0 O O O O ?(S O 0 0 O O O O O
0 0 0 0 0 0 O O O OOx? O O¢ 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0
OHO O O O 0 0 O O O O O O O O O O O O O O O
r• r• W ,O 0 0 O OO O 0 0( ° 0 0 0 0 0 0 0 0 0 0 0 0 ° o° 0 pO?' 0 0 0 0°° 0 0 0° O0.-
0 0 ° o 0 0 0 0 0 0 0 0 0 0 0 0 °,.
,y .?• .?. O O ro000 O 0 0 0 0 0 0 0 0 0 0 0
f l o o o0 0 0 0 0 0 0 0 0 0 0 0 0 0 c-:
0-°0°o°o°O°0°o°°°O°
W W III III o 000 o 0 -0 °o°°o°0°0
o ° ° O ° ° ° ° O ° O O ,
o 0 0 o 0000 0000000000000000C.-
ll l o oeoo 0 0 •
0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0
011, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e
0 0 0 0 0 0 0 0 0 0 o
f / W 00 0 0000000000oooooc. /
III / P o 00o000c
e/ / W W W W W W W
f / W W y
J STONE APPROACH SECTION
5:1 MAX. SLOPE ON BANK'
TYPICAL
ISOMETRIC VIEW
SURFACE FLOW DIVERSION
ORIGINAL STREAMBANK
0 °
TEMPORARY
°°°° ° °° °°°°° ° STREAM ACCESS
24" MIN. CL. II
RIP RAP
6" FILTER STONE
(F. S. 1)
TYPICAL SECTION
PERMANENT STREAM CROSSING 11
NO SCALE

A
STREAM
FLOW
10'
MIN.
TEMP.
CMP
TOB I
SANDBAGS -41 CROSPIPE ~I I I I L 1' THICK #4
I WASHED STONE
25' 15'
40' CONSTRUCTION EASEMENT -
PLAN
POLYETHYLENE FABRIC
ON FACE (8 MIL THICK)
STREAM
FLOW
EX. INV.
CREEK
SANDBAGS -
SYNTHETIC FILTER
FABRIC
12"
OVER
PIPE
TEMP. CMP
f?M`18" MIN.
10 CROSSING
MIN. O-PIPE
SECTION A-A
10'x10' DEWATERING
BASIN @ 2:1 SIDE SLOPE
TOP OF BANK
TOP OF BANK
A
TEMPORARY STONE DAM
(INSTALL PRIOR TO
UPSTREAM DAM)
NOTES:
1. SCHEDULE STORM CROSSING DURING PERIODS OF LOW FLOW.
2. SCHEDULE MATERIALS & WORK SO THAT INSTALLATION OF STREAM CROSSING SHALL
REQUIRE NO MORE THAN 24 HOURS.
3. EROSION STONE SHALL BE "CLASS II" RIP RAP FOR PERMANENT STREAM CROSSINGS.
4. KEY SANDBAGS & FILTER FABRIC INTO CREEKBANKS AND INVERTS WHEN POSSIBLE.
5. PIPE SIZE & NUMBER TO BE DETERMINED BY ENGINEER ON PLAN.
6. SANDBAGS, POLYETHYLENE, & TEMPORARY CMP MAY BE DELETED ON DRAINAGE DITCHES
WITHOUT ACTIVE FLOW, AS DIRECTED BY ENGINEER.
7. AFTER CROSSING PIPE INSTALLATION - REUSE RIP RAP TO FORM PERMANENT STREAM
CROSSING - ADD ADDITIONAL STONE AS REQUIRED.
8. SEE DETAIL PLANS FOR EACH STREAM CROSSING TO DETERMINE WIDTH.
SITE VISITS WILL ALSO BE NECESSARY.
10'
1 ?-MIN. 1
LLo ?--(
NOTE 1: DITCH CONFIGURATION MAY
VARY FROM THAT SHOWN. SEE DITCH
DESIGN SCHEDULE FOR ACTUAL
SHAPE.
HIGH VELOCITY EXCELSIOR
MATTING

/UNDISTURBED
AREA, TYP.
TYPICAL ISOMETRIC PLAN

OVERLAP JOINTS 6" AND
STAPLE MATTING WITH 8
GA. WIRE STAPLES EVERY
12" ACROSS THE TOP &
3' AROUND THE EDGES AND
BOTTOM. ,
SEED BED
IN CHANNELS, ROLL OUT
STRIPS OF MATTING
PARALLEL TO THE
DIRECTION OF FLOW &
OVER THE PROTECTIVE
MULCH.
TYPICAL CHANNEL LINING
NO SCALE
r
DITCH & LINING SCHEDULE
DITCH
NO. Sheet
No. Bottom
Width Side
Slope
DEPTH Lining Type
1 5 0 3:1 18 High Velocity
Excelsior OR NAG# S75 STAPLE D*
2 7 0" 3:1 18" High Velocity
Excelsior OR NAG# S75 STAPLE D*
3 7 0" 3:1 18 CLASS I RIP RAP
d50 = 24" DEEP

4
11
3
3:1
1 8Y1 CLASS II RIP RAP
d50 = 32" DEEP
5 1 1,12 3' 3:1 24" High Velocity
Excelsior OR NAG# S75 STAPLE D*
421, *
Excelsior
7 35 0" 3:1 12" High Velocity E
Excelsior OR NAG# S75 STAPLE D*
8 36 0" 3:1 18" High Velocity Excelsior OR NAG# S75 STAPLE D*
9 68 0" 3:1 12" High Velocity
Excelsior OR NAG# S75 STAPLE D*
10 68 0" 3:1 12" High Velocity Excelsior OR NAG# S75 STAPLE D*
11 68 0" 3:1 12 CLASS "I" RIP RAP
d50 = 24" DEEP
12 68 0" 3:1 18" 'CLASS I RIP RAP
d50 = 24" DEEP
13 69 0" 3:1 12" CLASS B RIP RAP
d50 = 18" DEEP
* N.A.G. = NORTH AMERICAN GREEN CORP. PRODUCTS NUMBERS
NOTE:
Rip rap Lining Shall be
1.5 x Maximum Stone
Diameter
TYP. RIP RAP CHANNEL LINING
NO SCALE
CHANNEL LINING 9
NO SCALE

CULVERT INLET & OUTLET PROTECTION,
CULV.
# CUM
SIZE
3do
La
1 18" 4.5 14
2 24" 6.0 10
3 42" 10.5 50
4 18" 4.5 8
5 24" 6.0 8
do+La do+0.4La d Rip Rap Size
N/A 15.5 18" Class 'B'
N/A 6.0 9" Class 'A'
N/A 23.5 18" Class 'B'
N/A 4 9" Class 'A'
N/A A r, n" 1.1

6
24"
6.0
16
N/A "-
8.5 +
9" V IVJJ /1
Class 'A'
7 24" 6.0 38 N/A 17 24" Class 'I'
8 24" 6.0 28 N/A 13 18" Class 'B'
9 18" 4.5 6 N/A 4.0 9" Class 'A'
10 18" 4.5 6 N/A 7.5 9" Class 'A'
11&12 18" 4.5 6 N/A 7.5 9" Class 'A'
13 18" 4.5 4 N/A 4.5 9" Class
14 18" 4.5 4 N/A 4.5 9" Class 'A'
15&16 18" 4.5 6 N/A 7.5 9" Class 'A'
16A 18" 4.5 6 N/A 7.5 9" Class 'A'
16B 18" 4.5 6 N/A 7.5 9" Class 'A'
17&18 18" 4.5 6 N/A 7.5 9" Class 'A'
19 18" 4.5 12 N/A 13.5 18" Class 'B'
20 18" 4.5 12 N/A 13.5 24 Class 'I'
21 18" 4.5 6 N/A 7.5 9" Class 'A'
21A 18" 4.5 6 N/A 7.5 9" Class 'A'
21 B 18" 4.5 6 N/A 4.5 9" Class 'A'
22 18" 4.5 6 N/A 7.5 9" Class 'A'
22A 18" 4.5 6 N/A 7.5 9" Class 'A'
23 15" 3.75 6 N/A 4 9" Class 'A'
24 15" 3.75 6 N/A 7.5 9" Class 'A'
25 15" 3.75 6 N/A 7.5 9" Class 'A'
26 15" 3.75 6 N/A 7.5 9" Class 'A'
27 15" 3.75 6 N/A 7.5 9" Class 'A'
28 15" 3.75 6 N/A 7.5 9" Class 'A'
RIP RAP OUTLET PROTECTION

NO SCALE

3do do
1
Man
i
d
Filter Blanket
do+La Min. Tailwater
do+0.4La Max. Tailwater
(Discharge to ditch)
, Section
?f
STONE CHECK DAMS SHALL BE USED WHENEVER ROAD DITCH SLOPE IS 3% OR GREATER.
SEE DETAIL FOR SPACING. REMOVE CHECK DAMS AFTER GRASS IS ESTABLISHED.
A . -1
CLASS A OR B
EROSION CONTRO r [p < J
STONE
_
2:1
?Oo° N Q
SECTION A-A
NOTES:
1. USE 2 TO 15 INCH STONE (N.C. DEPARTMENT OF TRANSPORTATION CLASS A OR
CLASS B EROSION CONTROL STONE.)
2. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 18 INCHES TO AVOID WASHOUTS FROM OVERFLOW AROUND THE DAM.
TEMPORARY STONE CHECK DAM
NO SCALE
L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION

AS NOTED IN SCHEDULE
12" FILTER STONE
D.O.T. '57
NOTE: FILTER FABRIC??
SIZE SHOWN IS WATER VOL.
W/RECOMMENDED SURFACE
AREA. CROSS SECTION
TOPIGN
lz

AS NOTED IN THE
SCHEDULE
FILTER FABRIC _ d
o Q.
_
j
3 Fi.
MIN.
FRONT ELEVATION
5 FT

O oO. C`?. OO. OO. OO. OO. n

O. V O. . O. O.
?3. D O. V O. V O ??
o
CLASS RIP RAP 8 ?FT
OVERALL 6"
FOR SETTLEMENT
d. .4r, d)?O IIII_ III'
BY-
II ' 2:1 SIDE SLOPE MAX MERGENCY TTLPASS
ll 6" BELOW SETTLED
TOP OF
1:1 SIDE SLOPE MAX. DAM
- -
NATURAL GROUND
TEMPORARY SEDIMENT TRAP 4 SEE SHEET 75 FOR
SED. TRAP DATA
NO SCAL
Com^^^+ora cr,
2'min.
I
\ '\\
.... - 1 j/. ii 150 / y ?I?' ISO .. ?•.?) .?.. 1 ?•= 25G? i ,
SITE 14
SITE 13
y t fi• II[ j1;ti ` ti; ?1 ??`22 (/ ?s • _l 1?\\ 1435 Cape Fear ' L
I ` _ A/ : •u _- lei f ,? .y 6= (' \'-
,,
?\?`\,, `1 1?(l t ?, ?i=rte - i..:,? L i ., 1 ??( _ \t ? ??' I• II -= - r?'?` ,•:
1 l
u`
SRC. 0
'SITE 9 I l i \:Jc- ? ? i' \.. -. -?,:_ ? _ •? / .
/Al
??? • /6 •.Gdf?'CAj?.(,
cti
(i ? y'? )) 1? ,1 ? ? (I( `? %uu ?? j,? ?J n ? t ?? a: ,? zzl r •'` ?N? •1 (I ? .
SIT
C'?
?` - \? )pllid \ , r ? `'/ .`, ?._ n ? , Ji?fi' ?• r\'tl 1`1- \`?\V`.( '
J -?,? ?'' i ( ( i1•so-? Fl alnettr ??-
- ( ,• Memo Ce
50 r
- )y? ??J?; `lt ` - .TES •`'o \ /,,/'.- ? SIT' Id.~/ _?_V \.?? ? r??l ?t?A '?j.: -?\;3. ?: -? I i
\' ?i-` f `1' I`i?L?-? 'rv fvl r`,? , •Q? ,? l__-- ) - - ,`??\ ?1 i ??1>i4
11, 1 ??l'i?I \ SRE ?, C SITE-
2
-XI
LILLINGTON
1i /{ ?! Filtr?lipA, P._, < \?
R 50? ) 35078
SITE 452.E
K V-1
1978
SITE 63 /If;? r cc) ) SITE {!61 PHOTOREVISED
I r ( 1 $?? (l.? \?\`
TE E ;?f59 DMA 5254 IV
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_ R TETT/VWAKE SANITARY SEVvT-R'SYSTEM CONSULT
ISMMORO.
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031159, Harnett/Fuquay Regional sewer line
Subject: 031159, Harnett/Fuquay Regional sewer line
From: Ken Averitte <[e-mail]>
Date: Thu, 22 Apr 2004 10:34:28 -0400
To: Cyndi Karoly <[e-mail]>, Paul Rawls <[e-mail]>
Cyndi,
I was going to fill in the FMP form but see that Steve Mitchell beat me
to it. I visited most, but not all, of the Harnett county sites on Feb.
19, '04. The drawings available at that time were not consistent with
the alignment of the sewer, thus the request for revised drawings. I
have finally received and reviewed these plans (April 16. If you do not
have a copy, please let me know). The amended drawings show the
relocated location of the sewer between sites 7 and 12, where it was
moved east toward the toe of the slope. Some concerns had been voiced
regarding multiple stream crossings within short distances, which seems
to be a reasonable concern. Visiting the site explained the need for
this arrangement. At several locations in the northern end of this
project, there were significant slopes on alternate sides of the stream
(unusual relief for this part of the state). To limit the sewer line to
one side of the creek would require significant and difficult
excavation. With these site limitations, the proposed arrangement seems
reasonable.
I know of no legitimate reason to further delay issuance of the 401
certification, although I dread the long term secondary impact of
increased development when sewer becomes available. The up side is that
we'll be able to eliminate one small NPDES facility. It seems they have
avoided and minimized to the max practical extent.
If you need a copy of the new drawings, let me know and I'll try to get
them to you.
1 of 1 4/22/04 10:35 AM
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Harnett / Fuquay Regional Wastewater
Project Number 03 1159
Recvd From APP
Received Date 9/16/03 Recvd By Region
Project Type to regionalize the wastewater collection
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres
Type Type Impact Score Index Prim. Supp. Basin Req.
Stream Impacts (ft.)

,,
r•
Feet
?.3?.?
*
' .
F Req. ?f t 12 Forested WT _0N 118-(10.5) WSIV I - 30,607. 3.00 F r-?
F-Fstrearn PT O N F__18-16-(0.7) WSIV F--30,607. F 3,983.00 ? I -
F__F_O Y O N F__18-1G-1-(2) WSIV [__30,607. ? ?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: 0 Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
The majesty of this eject is in Harnet County and was not assessed.
7 stream crossings in RRO with 0.101 A wetland impact.
All look ILp but 57b is not.
56 R 57 at first seemed unnecessary but it appears that the gradient at 56 is extreme and 57a would
rewired a huge hole.
County Harnett
County2 Wake
Region Fayetteville
cc: Regional Office
Central Office Page Number 11
v 3 - 1 1 MARZIANO & MINIER, PA
CONSULTING ENGINEERS
Post Office Drawer 4428
Asheboro, North Carolina 27204-4428
LETTER OF TRANSMITTAL
Phone: [phone]
Fax: [phone]
TO: V Q\
a?a\
. N L a? c?o?4
WE ARE SENDING OU -Attached
THE FOLLOWING ITEMS:
-Shop Drawings -Prints
-Copy of Letter -Change Order
Date -Oq
Job No.: a?bd(o
Re:
-Under separate cover via
-Plans -Samples -Specifications
-Other
COPIES DATE NUMBER DESCRIPTION
J ?
LTbk rT?^Ana n?^}^yU
l\US, I Tl? V!\VV
A P R I `'21

WATER QUALITY SECTION

THESE ARE TRANSMITTED as checked below:
-For approval -Approved as submitted
-For your use -Approved as noted
_As requested -Returned for Correction
-For review and comment -For bids
-Resubmit copies for approval
-Submit copies for distribution
-Return corrected prints
COPIES TO:
U
BY:
1 IANO & MINI P. A.

WETLANDS 1401 GROUP
lwl-" ' Ei 200A
SITE 1 B - DITCH
TEMPORARY IMPACT=0.003 AC=25 LF
E 2,058,559 N 602,650

6' WIDE

47' WIDE

SITE #1
WATER QUALITY SECTION
SITE 1A - FORESTED WETLANDS
TEMPORARY IMPACT=0.014 AC
E 2,058,689 N 602,502
PERMANENT IMPACT=0.013 AC
PERMANENT IMPACTS ACROSS WETLANDS ARE
BASED ON MAINTAINING A 12' WIDE MOWED
ACCESS FOR MAINTENANCE. ALL OTHER AREAS
WILL BE ALLOWED TO RETURN TO THEIR NATURAL
FORESTED STATE.
MAP #3
SCALE: 1"=100'
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48" SEWERLINE CONSULTING ENGINEERS
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E 2,057,298 N 603,241
PERMANENT IMPACT=0.011 AC
SITE 213 - FORESTED WETLANDS
TEMPORARY IMPACT=0.009 AC
E 2,057,628 N 603,256
PERMANENT IMPACT=0.008 AC
SITE 2A - FORESTED WETLANDS
TEMPORARY IMPACT=0.018 AC
E 2,057,887 N 603,264
PERMANENT IMPACT=0.016 AC
MAP #4
I SCALE: 1"=100'
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SITE 4A - DITCH
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MAP #6
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AC
a f o6?-/ 2S ?? 3'7f 152
kl P, h C-)
MAP #23
SCALE: 1"=100'
HARNETT/WAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
R7$ CAROLINA
42" SEWERLINE ASIISlII0R0 NO `° ORO. NOE"c?
-LF
.-13.,0

540 co
SITE #37
---Q1
? . r< .
t'
?j?ve.r ?on?
ie?Y,? %,?,P?,? = c oo.? etc
6- a?CGs, ego
N fo3S, C-0

0
?I I
w:= J,
z' I
r?
• ? r
?.1?D6
AC -
C-F
C ar.c?f?f -135
N g8S
SITE #36
MAP #24
SCALE: lm=100'1
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINIER, P.A.
36" & 42" SEWERLINE .s?IIEW o CONSULTING INGINEXES
sO, NORM casoiur.
11
I? sn
I 1,
I? g
- al
.b. x

Fo,sAJ We-+ a lLs
oo+ AC
G 336
N Cr41 J 3 cC.
SITE #39

/
SITE #38
Si-t- 3a6- Sj'nf F°'-es ??
W e,44o
CL030 AC,
? a?c??si l38
?. - - c> a(6 AC
as tF
?? X40, 41 ?
MAP #25
SCALE: 1"=100'1
HARNETTMAKE SANITARY SEWER SYSTEM AIARZUNO & MINTER, P.A.
NORTH CAROLINA
`
42" SEWERLINE 65REDOROMORO. G ?'c?
a
k
r
601

\ ?V
r
f
\O1
SITE #41
?a
SITE #40
6 ?,?A
T? ©. ooh ?? C =zs LF
j-s I-F
?- a, ? 69-, 051
I? ?41? sic
MAP #26
SCALE: 1"=100'1
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
36" SEWERLINE ASMORO. ORO, O ?°>N?
NORM CAROLINA
i

Side. 43? - Cr?IL
TmP??.+= ?•0 1 ?C 2soF
E a, ?? I? X9'1
5`i? X36 -Creek
-rte ,,?Q ?- = o. 014- ?a-? 2s LF
&gq
13-3
E a?o6z, ?I+
N G43 ?- ?
SITE #43
AG = s F

r
SITE #42
? afo??,3a1
MAP #27
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO do MINIER, P.A.
36" SEWERLINE ,'?' NOR° .
n - ?
r^

f
023 pp
I
I I
624 00
I I
I 62.1 00 I
9
\+u+/(??
_ ( l
II
N
I I ??
X
I I
SITE #44
0. Dq"l
Pict,?ems.- - .Lv pc c+ AC.
N ?`??, IOC
P6 ?- _ ©. O Z.'1 C-
2s Ac
E- af
N 6¢+j S4
MAP #28
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
ORO, G RNG ?
36" SEWERLINE CONSU
ASIIEDORO NORM CAFALINA
r---?

I 633 00 I
I ? ?I
6S2 00

= 0.003 AC _ D,5 (-F
EF a, lc&o/ gc-5
Tin ?Q - - a.o?s AC = 25(-F
c a1o6,of949'
IJ c??f- ?, I ? `1
SITE #45-1
1 r y
a ? ?oc
I 643
I
- Z;2 r
J I? I
614 00
613 00
I
x P- 642 00
o? I
y w ttx ??
/ SITE #45
S ', +-z._ z4 S G- C rye- k
-F.-,e . i;npkA- _ ©.0I7 Ac = as- LF
3 2
s ? !? 45 6 - ?y-,,-,4J Imo3,-,A1 5
3'e,rman ,nom " = J.flab- ?C
a 3`l
? ?? ? X13
o. 003 AC, asc.F
E 9-13
N (-,4-c° 14- I c.
MAP #29
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINIER, P.A.
36" SEWERLINE ASHEDORO. `MORD TING M ENCINI=
NOA7'8 CAROLINA
& 1
y^7
3rj
WIDC,?.;
c-
-5 +? c, - -rc-q"
2- A-C
r? 8
303
/s s'r4r c , 6 - Crzzk
p 00 I ? ? ?- . O < 020 A-G =
86
-713
M n
aoc)
I 650 00 I
II 5i 4L D1 ?
3 A-C -
T, a - ?oo
S ` ? I l?C
W E a? NCO, et6,
MAP #29A
SITE #46 SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
36" SEWERLINE ASIILDORO ORO. NORM CAROLINA
`°
i
I.?
i

eon p
67J 00
a? wive
I
SITE #49

SITE #48
3mrz
\?!b
I
SITE #47
e r??
as LF
E al d? o/ o r) 7
N r,s li -)S-3
Creed
16 pvc-=
a--? LF

13 rte, ,??,
3 A4C -
a? of o, SSG-
( A9, 09
MAP #30
SCALE: 1"=100'
HARNETT/WAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
36" SEWERLINE CONSUMING
NORM CAR?OUNA
/ 99 f /
2&
/. ?.
01
SITE #51
00
0
oa
,'po?
?

SITE #50
Cr-??,k a?
A C ?
Temp. irnP?`G?=p.olb= ?
s a, o s ?? I S?
S i+c- Spc- Cr y
T.p AC=
E a?oS?iJ?IS-
t,f Sa3
5 i+, Ss? 6 - Fors 411 ?,J e-+l AA -5
(x`11
a, Sl, `7
CY-W-k
T,,Y ?v?r? =?•a1?AC= DSLF
G a SSTb MAP 431
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZUNO & MINTER, P.A.
36" SEWERLINE C°NOO° ?"
45IIE7D0R0, NORM CAIi0LII7A
I
25` I O C
?e rrI? Lnlo?c _-o 14- AC - 25 LF-
E 4i l

a ?
ad wiDE . :?
SITE #53

S3a\- Crw-L
z?,?c, +- = ao 12 r4c- = ?s ?F
E a,, osqj 4a5
c?s3, 3(q
-TQ- ..
?5.. Tip- i',fc, -= 0.014 /?-C = as LF
of o 5?1f X43
!5 3, o 13

SITE #52
MAP #32
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM - MARZIANO & MINTER, P.A.
`° ?
RTH CAROLINA
36" SEWERLINE ASHLHORO NO ORO, NO°?
I
771 00
1 c?k
1 c=
osc?
15`
-... 1... N L?` X33
SITE #55
I I ? n
r "? I D C
??G TemP =mea, ,? = o co`f- AC = a5- LF
taln
? ?? ? aJ a??j, SI (o
SITE #54-1
r

SITE #54

MAP #33
SCALE: lm=100'1
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
ORO. TING M"A
36" SEWERLINE CON5V
ASIIEDORO NORM CAROLINA
i
i
/
I /\
sc s?L-- Cr-tk,-K
25 `F
E a, os tj qq3
X57),gG1
i - cril
1 oZS LF
N &s*7., ']
SITE #57

s
00
Tr)
M
00
00
S i ?e S? 6 - C rz".-
• a.? a sq, 4-91
57/ +377
I
Z^J
SITE #56
a t-F
S9, 3 J-1
(sq, a03
MAP #34
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
NOR771 CAFtO1.IIiA
36" SEWERLINE ISIIEDORO ORD.G ?'G?s
`
s l I-e- S9 6 - 6 r-a V,"
0.0 0 SAC =
as Li=
E a,c?l?152.
I Ac-
C 2? c6 I, o'I `I'
U (s-9/ c SS
SITE #59
s /mar 1
73 oo 8
73 1) 4 \
10
H 73
SITE #58
MAP #35
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
36" SEWERLINE AS13 CONSULTING ac s
?0HORO, NG NORM CIROLINA

SITE #60
C
a 6, Ac
as cF

tq (Ps9? ?j(, 5
MAP #36
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM
36" SEWERLINE
MARZIANO & MINIER, P.A.
CONSULTING MUM=
ASMORO, NORTH CAROLINA
f

SITE #61
Cr-e.e.?-
`rem 12 ii-C. - ? 5 Lr
MAP #37
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINIER, P.A.
16" SEWERLINE CONSUMING ?"?
r15fMORO, NORM CAROIIN.1
2- lpc
err ?MH s?_ Tn.? ?' = rJ? PDI AC- = 2SLF
SL 7TyM0V3N ' ?I"
LCO aa0-3
via
/? ?? ,0 4q, 1 z
SITE #64
SL
L-F
f ?j rao It 933
SITE #63
Q-? W ?? ? CL
z "
xt " ?rcrlc
Tny
aS LF
eL
ti 6 a/ o 5o) 6$6
I
SITE #62
MAP #38
SCALE: 1"=100'1
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
OR2H CAROLINA
8" SEWERLINE ASSEBORO ORO. N?`?
`°
()rrc.r,'--?,
4o C-F
II iJ c- 00,'?3-3
SITE #66
?
i
. 14tpc-
6 Y-a?C:k
-rte p , a o r?C =
L-r-
E a, 0 4B-, 3 1-3
t4 C,,caoj 93rl
MAP #39
SCALE: 1"=100'i
HARNETTMAKE SANITARY SEWER SYSTEM ALuzIANo & MINTER, P.A.
CONS Mr. ENCIItLEfi3
8" S E W E R L I N E ASMORO. NORTH CAROUNA
SITE #65

W J

00 01

N n ?
?y

DO e

+ I

cb .II
00 o n0 ?

3ddo ?o

I I
00 9 LL
? J
? D
a II

Cs Q
-1 o n ? o

J P lf? TA

-ICU

MAP #40
SCALE: 1"=100'
HARNETT/WAKE SANITARY SEWER SYSTEM MARZIANO & MiNiER, P.A.
36" FORCEMAIN LMMORO. NORM CAROLINA

a

a I

D
? ?? I
n

th

J
40-
SITE #68
?.+C - s L F
e a/ 0579 / .511
14 (QO I (o 85a
MAP #41
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
R7$ CAROLINA
`? EN36" FORCEMAIN ASHEDORO NO ORO. NORM
Bt Q0
SITE #69
l Lm???- = p..oo(p AC
e- a/ 0991 -J-9

MAP #42
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM DSARZIANO & MINTER, P.A.
ASI?lDOftO. NORM CAROLINA
48" SEWERLINE ` RO?° ?'c?
?f TIDE
SITE #70
Qro-IK Vck+?k
'TcmP- yn O..DCC . 3C LF
?/ CG )
N (,olf aI4
MAP #43
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MINTER, P.A.
36" FORCEMAIN CONSULTING ENGINXIM3
ASREBEDOR NORM CAROLINA
s `
fi
maw '
SITE #71
Y-ctr?c?
a? c) c-
N ? o o, x-54
MAP #44
SCALE: 1"=100'
HARNETTMAKE SANITARY SEWER SYSTEM MARZIANO & MiNiER, P.A.
CONSULTLNG 48" SEWERLINE 115FD;DORO NO ORO. NORTH
RTD CII:OLINA
I
1. WETLAND IMPACTS
a U p

O
O TYPE OF
IMPACT H

a4
w a

2

IN 100 YR. F- H

v ¢

TYPE OF
w a. p Z
o w
0 FLOOD-PLAIN ¢ ¢ WETLAND

n (YES/NO) z
? ww
Q Q
la 3 Clearing /Buried T 0.014 Y 700 Forested
Pipe
la 3 Clearing /Buried P .013 Y 700 Forested
Pipe
2a 4 Clearing /Buried T .018 Y 1000 Forested
Pipe
2a 4 Clearing /Buried P .016 Y 1000 Forested
Pipe
2b 4 Clearing /Buried T .009 Y 925 Forested
Pipe
2b 4 Clearing /Buried P .008 Y 925 Forested
Pipe
2c 4 Clearing /Buried T .012 Y 750 Forested
Pipe
2c 4 Clearing /Buried P .011 Y 750 Forested
Pipe
8 8 Clearing/Buried T 0.033 Y 800 Forested
Pipe
8 8 Clearing/Buried P .027 Y 800 Forested
Pipe
12 10 Clearing /Buried T .009 Y 400 Forested
Pipe
12 10 Clearing /Buried P .008 Y 400 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 1 of 5 Consulting Engineers
L WETLAND IMPACTS

C5

C5
TYPE OF
?N U
a
w
z z
p IMPACT
O z
w IN 100 YR.
FLOOD-PLAIN U W ¢
¢ TYPE OF

WETLAND
W - ¢

H a ?
¢ Q
13a 10 Clearing /Buried T .075 Y 400 Forested
Pipe
13a 10 Clearing /Buried P .069 Y 400 Forested
Pipe
14 11 Clearing Buried T .009 Y 300 Forested
Pipe
15 11 Clearing /Buried P .007 Y 200 Forested
Pipe
15 11 Clearing /Buried T .008 Y 200 Forested
Pipe
16a 12 Clearing /Buried T .004 Y 220 Forested
Pipe
16a 12 Clearing /Buried P .004 Y 220 Forested
Pipe
16b 12 Clearing /Buried T .003 Y 110 Forested
Pipe
16b 12 Clearing /Buried P .003 Y 110 Forested
Pipe
17 13 Clearing /Buried T .006 Y 200 Forested
Pipe
17 13 Clearing /Buried P .006 Y 200 Forested
Pipe
23 16 Clearing /Buried T .042 Y 425 Forested
Pipe
23 16 Clearing /Buried P .039 Y 425 Forested
Pipe
26 18 Clearing /Buried T .035 Y 700 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 2 of 5 Consulting Engineers
1. WETLAND IMPACTS

TYPE OF H c U
z z IMPACT C?4 W - IN 100 YR. z TYPE OF WETLAND
w a O Z w FLOOD-PLAIN

(YES/NO)
dw

? Z
?
H a Q
26 18 Clearing /Buried P .032 Y 700 Forested
Pipe
27 18 Clearing /Buried T .066 Y 700 Forested
Pipe
27 18 Clearing /Buried P .061 Y 700 Forested
Pipe
28 19 Clearing /Buried T .030 Y 700 Beaver Pond
Pipe
29IIb 19A Clearing /Buried T .022 Y 500 Forested
Pipe
29I1b 19A Clearing /Buried P .021 Y 500 Forested
Pipe
32 21 Clearing /Buried T .067 Y 250 Beaver
Pipe Pond/Forested
32 21 Clearing /Buried P .063 Y 250 Forested
Pipe
33a 22 Clearing /Buried T .003 Y 150 Beaver
Pipe Pond/Forested
33a 22 Clearing /Buried P .003 Y 150 Beaver
Pipe Pond/Forested
33b 22 Clearing /Buried T .003 Y 150 Forested
Pipe
33b 22 Clearing /Buried P .003 Y 150 Forested
Pipe
33d 22 Clearing /Buried T .003 Y 170 Forested
Pipe
33d 22 Clearing /Buried P .003 Y 170 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 3 of 5 Consulting Engineers
L WETLAND IMPACTS

5

TYPE OF H a

H
?
" U

od,
O
w

w z
a IMPACT w
¢
¢ C Z
w IN 100 YR.
FLOOD-PLAIN U ¢
¢¢ TYPE OF
WETLAND
n0. ¢ (YES/NO) 2
d
34a 23 Clearing/Buried T .015 Y 200 Forested
Pipe
34a 23 Clearing/Buried P .014 Y 200 Forested
Pipe
34b 23 Clearing/Buried T .008 Y 230 Forested
Pipe
34b 23 Clearing/Buried P .008 Y 230 Beaver Pond
Pipe
37 24 Clearing/Buried T .003 Y 400 Beaver Pond
Pipe
38b 25 Clearing/Buried P .030 Y 400 Forested
Pipe
39 25 Clearing T .004 Y 260 Forested
39 25 Clearing/Buried P .003 Y 260 Forested
Pipe
44a 28 Clearing/Buried T .027 Y 350 Forested
Pipe
44a 28 Clearing/Buried P .025 Y 350 Forested
Pipe
44b 28 Clearing/Buried T .097 Y 350 Forested
Pipe
44b 28 Clearing/Buried P .089 Y 350 Forested
Pipe
45b 29 Clearing/Buried T .005 Y 110 Forested
Pipe
45b 29 Clearing/Buried P .004 Y 110 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 4 of 5 Consulting Engineers
1. WETLAND IMPACTS
a U O
TYPE OF F-
U ¢
z z IMPACT IN 100 YR. TYPE OF
a o p z FLOOD- z Q WETLAND
PLAIN
w w (YES/NO) O
H a Q
50b 31 Clearing/Buried T .019 Y 90 Forested
Pipe
50b 31 Clearing/Buried P .018 Y 90 Forested
Pipe
Total Temporary Wetland Impacts = 0.649 Ac
Total Permanent Wetland Impacts = 0.588 Ac
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 5 of 5 Consulting Engineers
2. STREAM IMPACTS
a w v z
O O H TYPE OF z O F- ¢ O U Q w
z
H z
a4 F a IMPACT n: Z
O H¢ STREAM NAME
C?
Q w w
H ?, '? ¢
3
lb 3 Ditch X-ing w/Buried T 25 U.N.T. of Cape 6 I
Pie Fear
2 d 4 Ditch X-ing w/Buried T 25 U.N.T. of Cape 10 1
Pie Fear
3a 5 Ditch Pipe & Fill for P 42 U.N.T. of Cape 6 I
Maint. Fear
3b 5 Branch Pipe & Fill for P 42 U.N.T. of Cape 10 P
Maint. Fear
4a 6 Ditch X-ing w/Buried T 40 U.N.T. of Cape 4 1
Pie Fear
4b 6 Ditch X-ing wBuried T 25 U.N.T. of Cape 6 1
Pie Fear
4c 6 Ditch X-ing wBuried T 25 U.N.T. of Cape 4 1
Pie Fear
5 7 Branch X-ing wBuried T 25 U.N.T. of Cape 6 P
Pie Fear
6 7 Ditch X-ing wBuried T 35 U.N.T. of Cape 6 1
Pie Fear
7 7 Branch Pipe on Piers T 36 U.N.T. of Neills 10 P
Const.Impact Ck.
9 9 Branch X-ing wBuried T 25 U.N.T. of Neills 7 P
Pipe Ck.
10 9 Branch X-ing w/Buried T 25 U.N.T. of Neills 5 I
Pie Ck.
11 a 9A Branch X-ing wBuried P 30 U.N.T. of Neills 6 P
Pie Ck.
l lb 9A Branch X-ing w/Buried P 25 U.N.T. of Neills 8 P
Pie Ck.
He 9A Branch X-ing w/Buried P 25 U.N.T. of Neills 9 P
Pie Ck.
13b 10 Ditch X-ing w/Buried T 25 U.N.T. of Neills 21 I
Pie Ck.
l6c 12 Branch X-ing w/Buried T 25 U.N.T. of Cape 5 P
Pie Fear
18 13 Creek X-ing w/Buried T 25 Neills Ck. 25 P
Pipe
19a 14 Creek X-ing w/Buried T 25 Neills Ck. 22 P
Pipe
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 1 of 5 Consulting Engineers
2. STREAM IMPACTS
E w
.. .,

¢ y F"

w
O
Z O O TYPE OF O E?
x v Ow F
w U
. IMPACT o 0¢ ? a
STREAM NAME =¢
r?
O ..
v? w w >A H

19b 14 Ditch X-ing wBuried T 25 U.N.T. of Cape 7 I
Pie Fear
20 14 Branch X-ing w/Buried T 25 U.N.T. of Cape 5 P
Pie Fear
21 a 15 Branch X-ing w/Buried T 45 U.N.T. of Neills 8 P
Pie Ck.
21 b 15 Ditch X-ing w/Buried T 30 U.N.T. of Neills 10 I
Pie Ck.
21c 15 Ditch X-ing w/Buried T 25 U.N.T. of Neills 10 I
Pie Ck.
22 a 15 Creek X-ing w/Buried T 25 Neills Ck 30 P
Pipe
22 b 16 Drain X-ing wBuried T 25 U.N.T. of Neills 24 P
Canal Pie Ck.
24 16 Ditch/ X-ing w/Buried T 25 U.N.T. of Neills 3 P
Branch Pie Ck.
25 17 Ditch/ X-ing wBuried T 25 U.N.T. of Neills 8 P
Branch Pie Ck.
29 19 Ditch X-ing wBuried T 25 U.N.T. of Neills 5 I
Pie Ck.
29-I 19A Branch X-ing wBuried T 25 U.N.T. of Neills 5 P
Pie Ck.
29- 19 A Branch X-ing w/Buried T 25 U.N.T. of Neills 5 P
Ha Pipe Ck.
30 20 Branch X-ing w/Buried T 25 U.N.T. of Neills 15 P
Pie Ck.
31 20 Branch X-ing wBuried T 25 U.N.T. of Neills 3 P
Pipe Ck.
33 c 22 Ditch X-ing w/Buried T 25 U.N.T. of Neills 3 1
Pie Ck.
34 c 23 Ditch X-ing wBuried T 25 U.N.T. of Neills Ck 3 I
Pi e
35 23 Creek X-ing w/Buried T 25 Neills Creek 16 P
Pi e
36 a 24 Branch X-ing w/Buried T 80 U.N.T. of Neills Ck 30 P
Pipe
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 2 of 5 Consulting Engineers
2. STREAM IMPACTS
z
O 0?-, TYPE OF 06
z O H ¢
u. U .a w
z z Q-
?U IMPACT o: Z
0? H ¢
op. STREAM NAME ¢
x za;
Z?v
F" z
>
> O
W
Q ¢3 a z
36b 24 Branch X-ing wBuried T 30 Neills Creek 24 P
Pipe
38a 25 Branch X-ing wBuried T 25 U.N.T. of 27 I
Pie Kenneth Ck
40 26 Branch X-ing wBuried T 25 U.N.T. of 5 P
Pie Kenneth Ck.
41 26 Branch X-ing w/Buried T 25 U.N.T. of 12 I
Pie Kenneth Ck
42 27 Creek X-ing wBuried T 25 Kenneth Creek 24 P
Pipe
43 a 27 Creek X-ing wBuried T 25 Kenneth Creek 26 P
Pipe
43 b 27 Creek X-ing wBuried T 25 Kenneth Creek 24 P
Pi e
43 c 27 Creek X-ing wBuried T 25 Kenneth Creek 21 P
Pipe
45 a 29 Branch X-ing wBuried T 25 U.N.T. of 5 P
Pie Kenneth Ck.
45 c 29 Creek X-ing wBuried T 25 Kenneth Creek 30 P
Pipe
45- 29 Ditch X-ing w/Buried T 25 U.N.T. of 6 I
la Pip Kenneth Ck.
45- 29 Ditch X-ing wBuried T 25 U.N.T. of 6 1
lb Pip Kenneth Ck.
46 a 29 A Ditch X-ing wBuried T 25 U.N.T. of 5 I
Pip Kenneth Ck.
46 b 29 A Creek X-ing wBuried T 25 Kenneth Creek 35 P
Pipe
46 c 29 A Branch X-ing wBuried T 25 U.N.T. of 3 I
Pip Kenneth Ck.
46 d 29 A Creek X-ing wBuried T 25 Kenneth Creek 29 P
Pi e
47 30 Branch X-ing wBuried T 25 U.N.T. of 6 P
Pip Kenneth Ck.
48 30 Creek X-ing wBuried T 25 Kenneth Creek 28 P

e
Pip -1
49 30 Creek X-ing wBuried T 25 Kenneth Creek 29 P
Pipe
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 3 of 5 Consulting Engineers
2. STREAM IMPACTS

z

TYPE OF ?

v U

Q
QH
-? U

0
?
IMPACT
z STREAM NAME a a

w
?z °

z
z
Q x
Z
??
H
a W
a ? Qp a?
H H E
-

50a 31 Creek X-ing w/Buried T 25 Kenneth Creek 30 P
Pipe
50 c 31 Creek X-ing w/Buried T 25 Kenneth Creek 26 P
Pipe
51 31 Creek X-ing w/Buried T 25 Kenneth Creek 28 P
Pipe
52 32 Creek X-ing w/Buried T 25 Kenneth Creek 25 P
Pipe
53 a 32 Creek X-ing w/Buried T 25 Kenneth Creek 20 P
Pipe
53 b 32 Creek X-ing wBuried T 25 Kenneth Creek 25 P
Pipe
54 33 Branch X-ing wBuried T 25 U.N.T. of Kenneth 20 P
Pi e Ck.
54-I 33 Ditch X-ing wBuried T 25 U.N.T. of Kenneth 7 I
Pi e Ck
55 33 Creek X-ing wBuried T 25 Kenneth Creek 15 P
Pipe
56a 34 Creek X-ing wBuried T 25 Kenneth Creek 16 P
Pi e
56b 34 Creek X-ing wBuried T 25 Kenneth Creek 14 P
Pipe
57a 34 Creek X-ing wBuried T 25 Kenneth Creek 13 P
Pipe
57b 34 Creek X-ing wBuried T 25 Kenneth Creek 15 P
Pipe
58 35 Creek X-ing w/Buried T 25 Kenneth Creek 20 P
Pi e
59a 35 Creek X-ing wBuried T 25 Kenneth Creek 20 P
Pipe
59b 35 Branch X-ing wBuried T 25 U.N.T. of Kenneth 8 I
Pie Ck.
60 36 Creek X-ing w/Buried T 25 Kenneth Creek 1 P
Pipe
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 4 of 5 Consulting Engineers
2. STRI';AM IMPACTS

0

TYPE OF
..
O
F a' H
U
a
..
0
a IMPACT z
;W
w STREAM NAME
Q? a Z
aW
u
?Z 0 W Q
C5 z Q w
?F¢
H a' H Wa W >Lla

61 37 Creek X-ing wBuried T 25 Dry Creek 20 P
Pipe
62 38 Branch X-ing wBuried T 25 U.N.T. of Cape Fear 4 P
Pipe
63 38 Branch X-ing w/Buried T 25 U.N.T. of Cape Fear 7 P
Pipe
64 38 Branch X-ing w/Buried T 25 U.N.T. of Cape Fear 2 P
Pipe
65 39 Branch X-ing w/Buried T 28 U.N.T. of Cape Fear 4 P
Pipe
66 39 Branch X-ing w/Buried T 40 U.N.T. of Cape Fear 4 P
Pipe
67 a 40 Ditch X-ing w/Buried T 25 U.N.T. of Cape Fear 17 I
Pi e
67b 40 River X-ing wBuried T 60 Cape Fear River 470 P
Pipe
68 41 Ditch X-ing wBuried T 25 U.N.T. of Cape Fear 20 I
Pipe
69 42 Ditch X-ing wBuried T 30 U.N.T. of Cape Fear 8 I
Pipe
70 43 Ditch X-ing wBuried T 30 U.N.T. of Cape Fear 8 I
Pipe
71 44 Branch X-ing w/Buried T 75 U.N.T. of Cape Fear 6 P
Pipe
Total Temporary Stream Impacts= 2209 LF
Total Permanent Stream Impacts = 84 LF
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 5 of 5 Consulting Engineers
SILT FENCE 10'x10' DEWATERING BASIN
I CLEARING L1MffS
0 2:1 SIDE SLOPE (IF REQD)
x-fix x - ?-
'
25
f IMPACTED AREA
?
SILT FENCE

12" PE `
-
TEMPORARY
3 TOP OF BANK

FLEXIBLE -
w
PIPE OR PUMP a O PUMP
- ,
BOTTOM
PIPE AROUN
P OF BANK
+ +
RIP RAP AS READ
FOR NON ERODAB (SAND BAGS
VELOCITY AS REQD A
I STREAM
DOWNSTREAM ~FLOW
UPSTREAM
AQUA-DAM IF I
I
AQUA-DAM
REQUIRED I

PLAN
r TOP OF BANK

RIP RAP AS REQD DOWN STREAM . AQUA-DAMS
AQUA-DAM

FOR NON ERODABLE
READ FOR .R
VELOCITY QUIP. 12' TO 15' o
PO I
:
OR PUMP AROUN
- z
I
BOTTOM OF I INFLATED I
- . I_ INFLATED I
I ;H
STREAM BED W H
T
D A
E WIDTH
UPSTREAM
?
\
41
°
-
EXCAVA
E
R
A
RETURN NATIVE
PROPOSED DEPTH OF 9 ?
(o
° o

WATER
PIPE LINE
o
a
MATERIAL TO BOTTOM
OF STREAM BED NOTE: AQUA-DAMS TO LAY ON NATURAL
UNDISTURBED BOTTOM OF STREAM BED.
SECTION A-A
AQUA-DAM DMMNSIONS
WATER DEPTH INFLATED
HEIGHT FT INFLATED
WIDTH FT
8 2'-0"
18 2'-0" 3'-10"
28 3'-0" 5'-8"
36 4'-0" 10'-0"
54 6'-0" 15'-6-
72 7'-0" 23'-6"
PROPOSED PROJECT RANGE
STREAM CROSSING NOTES:
1. SCHEDULE STREAM CROSSING DURING PERIODS OF LOW FLOW.
2. SCHEDULE MATERIALS & WORK SO THAT INSTALLATION OF PIPE UNDER NEILLS
CREEK AND KENNETH CREEK SHALL REQUIRE NO MORE THAN ONE DAY.
3. DOWN STREAM AQUA-DAM MAY BE DELETED ON CROSSING WHERE GRADIENT
AND FLOW WILL NOT CAUSE WATER BACKUP.
4. AQUA-DAM MAY ALSO BE DELETED ON RELATIVE DRY DRAINAGE DITCHES.
HOWEVER, STONE CHECK DAMS SHOULD BE INSTALLED ON LOWER SIDE OF THESE
CROSSINGS.
5. METHOD OF MOVING WATER THROUGH CONSTRUCTION SITE BY PUMPING OR WITH
TEMPORARY PIPE WILL BE CONTRACTOR'S CHOICE. SIZING OF PUMPS AND/OR
TEMPORARY PIPE WILL BE BY CONTRACTOR.
TYPICAL STREAM CROSSING DETAIL 10
NO SCALE
.. TOB17t:?- .. .
17FWYOS -x -x -xx _x 1 r _\+
PIPE LIN 12' T 15-
R 45'
DISTUBED TYP
AREA
60' CONSTRUCTION EASEMENT
rl CADIAt(_ 1 I?IPfC 1 1 tklf 'Z AF
TYPICAL WETLAND CROSSING 4
NO SCALE _
SCHEDULE OF CONSTRUCTION FOR WETLAND CROSSING & RESTORATION
1. CONTRACTOR TO HAVE CENTERLINE OF PIPE SURVEYED do STAKED, AND ESTABLISH
EXISTING GRADE ELEVATIONS O 25' ON CENTER. SURVEYOR TO ESTABLISH A SEPARATE
BENCHMARK AT EACH WETLAND CROSSING THAT WILL BE USED TO REESTABLISH THE
ORIGINAL GRADE THROUGH THE WETLANDS.
2. CONTRACTOR TO SET OFFSET STAKES AND INSTALL SILT FENCE ON THE EDGE OF
THE 25' WIDE CLEARING LIMITS PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE
WETLANDS.
3. CONTRACTOR TO CLEAR WETLANDS WITHIN FENCED AREA. CLEARING DEBRIS TO BE
REMOVED FROM WETLAND FOR DISPOSAL NO STUMPS OR ROOT BALLS ARE TO BE
REMOVED, EXCEPT AS REQUIRED TO LAY PIPELINE.
4. TOP SOIL OVER PIPELINE TRENCH IS TO BE REMOVED AND STORED ON SITE
5. INSTALL PIPELINE AND BACKFTLL REMOVE ANY EXCESS MATERIAL FROM WETLANDS.
6. REPLACE TOP SOIL PREVIOUSLY REMOVED.
7. RETURN WETLAND TO ORIGINAL GRADE BY USING SURVEYED ELEVATIONS RECORDED
IN ITEM 1 ABOVE.
8. RESEED WETLANDS WITH A WETLAND SEED MIX, AND INSTALL WETLAND SIGNS AT
EACH SIDE OF WETLANDS AS SHOWN ON PLANS.
1. MAINTAIN BY MOWING ONLY A 12' WIDE CORRIDOR OVER THE PIPELINE.
2. MOW ONLY DURING THE FALL OR AT THE DRY TIME OF THE YEAR.
3. MONITOR RE-GROWTH AFTER ONE YEAR AND REPORT TO US ARMY CORPS OF ENGINEERS
ON STATUS.
4. AS FOLLOW UP. REPORT AFTER 4 YEARS IF NECESSARY ON RE-GROWTH IN DISTURBED
AREAS. IF RE-GROWTH WITH NATIVE VEGETATION HAS NOT OCCURRED THEN REPLANTING
W/ NATIVE TREES WILL BE PERFORMED.
EXISTING WETLANDS
0.5"
1/4-0 SS
SELF-THREADING
4" GALV PLUG SCREW, TYP. OF 2
1/8" LINE WIDTH
/ 71 0.5"
R0.5"PROT'EC I E
0.7 0.5..
WETLANDS BEYOND 0.75" 0.5"
THIS POINT. 0.75" 0.5"
MAXIMUM MOWED 0.75" 0.5" 10.25"
WIDTH TO BE 12 FT. 0.75" 0.5"
X1/1 OW ONLY DURING 0.75" 0.5"
DRY TIME OF YEAR. 0.75"
O
/l/8 " WIDE
BLOCK BORDER
12"
4" SCH 40 GALV STEEL PIPE POST.
POST TO BE SET W/ 36" OF BURY.
BOTTOM OF SIGN TO BE 36" ABOVE GRADE.
EXTERIOR METAL SIGN 5
NO SCALE 72
i?. coy
IDZ
143
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LILLIN,
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? DMA 5254 IV
70 (-` tl
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WETLAND MAP LOCATIONS
MARZaNo
_qETT/WAKE SANITARY SEWER' SYSTEM colrsu
HAItNETT & WAIL COUNTIES - NORTH CAROLINA
\•??.-.?% ?. _/ ?? f 4,P) `?? „ `,^ ??/? ?? 1'-,`yam '? ??? ' \~`'~'\\' - ?.. •,,ti, ,
A
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it I
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/r \?? SIT~ ??'f '"? N3530-W7845/7.5
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PHOTOREVISED
\ l \ 11i DMA 5255 111 SE-SERIES
41
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?....
- - 35078-D7-TF-024
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PHOTOREVISED
DMA 5254 IV NE-=--
s 1.
?(-' ? t LINE
I T O IT t? ?? I / \ ?`? ?T
SITE MAP
MAP NO. .1
?_ V.-a
WETLAND NIAP'LOCATIONS
MNO
M21R ONSU t
oxsucr3r
iz -ETT/WAKE SANITARY SEWER' SYSTEM C
LSU1301M. 1
I-iARNETT & WAKE COUNTIES - NORTH CAROLINA
_ J
harnett co. sewer line project 031159
Subject: harnett co. sewer line project 031159
From: Ken Averitte <[e-mail]>
Date: Tue, 24 Feb 2004 14:46:52 -0500
To: Cyndi Karoly <[e-mail]>
I talked with Jim Bivins, one of the consultants on this job, this morning. There are some minor
modifications to be made on the plans. I explained to him that we need these plans as modified before we
can proceed, and that we would put this on hold until we receive them. He was ok with that.
Feel free to write that hold letter, and thanks!!!!!!!
and please let me know that you got this.
Ken
1 of 1 2/24/04 2:52 PM
I
Triage Check List

( we t?,)Fo..._ V
2 Q Project Name: ?
Date:
DWQ#: D
County: ? -
To: ? ARO Mike Parker ?' WaRO Tom Steffens
FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Steve Mitchell
Telephone : (919) ?? 3
From:
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
??Minimization/avoidance issues
/? Buffer Rules (Meuse, Tar Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? 'Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:

crV OL
i
n

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
Action ID No. 200301310
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
2321 Crabtree Boulevard
Parkview Building
Raleigh, North Carolina 27604-2260
Dear Mr. Dorney:
December 23, 2003
4b
Ply?? ?oo? QG,o
Reference the enclosed application from the County of Harnett for Department of the Army
authorization and a State Water Quality Certification to temporarily impact Section 404 wetlands
and stream channels and to authorize the discharge of fill material into jurisdictional streams for
the purpose of constructing gravity sewer outfall lines and forecmains, above and below
headwaters, in wetlands, unnamed tributaries, Neills Creek, Kenneth Creek, and the Cape Fear
River from the Town of Fuquay-Varina, Wake County, to the Town of Lillington, Harnett
County, North Carolina. Temporary impacts consist of 2.57 acres of riparian wetland and 3899
linear feet of stream channels. Permanent impacts are comprised of the discharge of fill material
into 84 linear feet of stream channels and the conversion of 0.745 acres of forested wetland to
herbaceous wetlands. Your receipt of this letter verifies your acceptance of a valid request for
certification in accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act. We have detennined that a water quality certification is required under the provisions
of Section 401 of Section 404 of the Clean Water Act. A Department of the Army permit will
not be granted until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by February 23, 2004, the District Engineer will
deem that waiver has occurred.

APPLICATION FOR DEPARTMENT OF THE ARMY Pt?N 41v t & ?1 OMB''APPROVAI''ND°.'0710-0003
(33 CFR 3251 NDS/An , Expires December 31, 2004
The Public burden for this collection of information is sestimated to average 10 hgyrs_ per response,( a'J?( tgKorily `?f tions should require
5 hours or less. This includes the time for reviewing instructions, searching exist rt ?iitvources, Bathe i and maintaining t a data needed, and
completing and reviewing the collection of information. Send comments regarding thii burOn3stimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Departm efense, Was mg. jl `a Mtt (?S r cp Di ct r e In o 4ation
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arling2202 43;'niefTc o Mar]?e er d'get,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Rasponden s ylti?4e awara thaT n``oolWi hstanding'any o}her provision of law,
no person #hall be subject to any penalty for failing to comply with a collection of infor r f does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applica 1 ft t be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application.for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An -nlication that is not comoleted in full will be returned.
1. APPLICATION NO. 2. FIELD OFFICE CODE 13. DATE RECEIVED 14. DATE APPLICATION COMPLETED
/ITEMS BEL0W TO BE FILLED-RY APPLICANT)
5. APPLICANT'S NAME S. AUTHORIZED AGENT'S NAME AND TITLE Ian agent is not required)
County of Harnett

6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
P. 0. Box 1119
Lillington, NC 27546
7. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE
a. Residence a. Residence
b. Business 910-814-4003 b. Business
t
11 . STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE lsr_ instructions. ,
Ejarriett j e uquay iucj ' aria! WLs ?ewater
13. NAME OF WATERBODY, IF KNOWN weppliceblel + 14. PROJECT STREET ADDRESS rilappi,t blal
Kenneth, Neills Creek-Cape Fear River
15. LOCATION OF PROJECT
Harnett and Wake NC
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, rsee inscructiansl
NIA along various creeks and
RIW's
See item 17 below
17. DIRECTIONS TO THE SITE Interceptor generally follows the corridor of Kenneth Cree.
Neills Creek from Fuquay-Varina to a pumping station site on the northsid
of the Cape Fear River across from existing Lillington WWTP. This basin
lies generally between US 401 and NC 210-NC55 in HarnettlWake Counties, N
NG OR 45, Jul 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent: CECW-OR)
18. Nature of Activity (Descriptionolprojea, include etrfearuresl
See Attachment "A"
19. Project Purpose (Describe the reeson or purpose of the project, see insirucrions)
See Attachment "A"
USE BLOCKS 20-22 IF DREDGED ANDIOR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
See Attachment "A"
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
See Attachment "A"
22. Surface Area in Acres of Wetlands or Other Waters.Filled (seein,trucrions)
See Attachment "A"
23. Is Any Portion of the Work Already Complete? Yes No IF YES, DESCRIBE THE COMPLETED WORK
See Attachment "A"
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here,
please attach a supplemental list).
See Attachment "A"
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NLIMRFR r)ATC APPI Icr% nATr Aoo?.
'Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
appiicati n is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the
duly tor' of agent he plicant.
SIGN OF APPLICANT DATE SIGNATURE OF AGENT DATE
The applica ion st be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
- - -- -- - r-nvvcu UN It UtNItU
NCDENR rosion Con rol NA Previousl Forwarded to COE
NCDENR •ATC April 1, 003 Pendin g
NCDENR ONSI u .2002+ Pending
18 U.S.C, Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $ 10,000 or imprisoned not more than five years or both.
ATTACHMENT "A"
18. Harnett County Department of Public Utilities intends to construct an addition to its
wastewater collection system and wastewater treatment system in order to collect and
treat the wastewater from Fuquay-Varina, Buies Creek, Town of Coats, Town of
Lillington and additional areas of Harnett County.
This wastewater will be collected by a series of existing and proposed wastewater
collection lines, pump stations, and forcemains, and a proposed pump station site on the
Cape Fear River, south of the US 401 and 421 bridge in Lillington, NC. The wastewater
would then be pumped across the river to the existing wastewater treatment plant which
is to be expanded to a 5.6 mgd capacity. The project also consists of some expansion to
the Town of Lillington's wastewater collection system.
Specifically, the proposed project consists of the installation of the following:
a. Approximately 10,420 linear feet of 48" gravity sewer line, beginning
approximately 4,500 feet downstream from the US Highway 401 Bridge crossing
the Cape Fear River at Lillington, and running along the north bank of the river to
the confluence of Neill's Creek and the Cape Fear River.
b. Approximately 43,000 linear feet of 42" gravity sewer line beginning at the
confluence of the Cape Fear River and Neill's Creek, and more or less following
Neill's Creek to the confluence of Neill's Creek and Kenneth Creek.
c. Approximately 29,800 linear feet of 36-inch gravity sewer line, beginning at the
confluence of Neill's Creek and Kenneth Creek and more or less following
Kenneth Creek to its terminal point at the existing Town of Fuquay-Varina
wastewater treatment facility.
d. Approximately 4,200 linear feet of 16-inch gravity sewer line, beginning at the
pump station site which is located at the lower end of the 48-inch sewer line
described in Item "a" above and running up the east side of Dry Creek to the
terminal point at Highway 421.
e. Approximately 5,200 linear feet of 8-inch sewer line more or less following an
unnamed tributary of the Cape Fear River; said tributary beginning on the south
side of the river approximately 2,000 feet of from the US Highway 401 bridge
across the Cape Fear in Lillington, NC. The sewer line begins approximately
2,500 feet upstream from the Cape Fear and more or less follows the tributary,
crossing under US Highway 421 at a point approximately 5,750 feet west of the
intersection of Highway 421 and 401 in downtown Lillington, and ending at a
point approximately 2,000 feet upstream from US Highway 421.
f. Approximately 2,300 linear feet of 36-inch ductile iron forcemain beginning at
the pump station site on the north side of the Cape Fear River described in item
"d" above, and running under the Cape Fear River to the wastewater treatment
plant on the south side of the river.
g. Approximately 1,200 linear feet of 48-inch gravity discharge pipe running from
the wastewater treatment plant to its discharge point in the Cape Fear River,
Corps of Engineers Page 1 of 3 Marziano & Minier, PA
Form 33 CFR 325
approximately 4,600 feet downstream from US Highway 401 Bridge in
Lillington.
h. Construction of the pump station described in Item "d" above and approximately
6,000 linear feet of pump station access road that will follow an existing farm
trail.
i. Expansion of the existing Town of Lillington wastewater treatment plant to a 5.6
mgd capacity.
The Cape Fear River crossing is proposed to be a 36-inch ductile iron forcemain
approximately 4,500 feet downstream from the US 401 bridge in Lillington. The
proposed method for crossing this river will be by the open cut and backfill method using
track excavators. Slightly better than 50% of the River will be blocked off and dewatered
by utilization of a Port-a-Dam type of coffer dam system. This Port-a-Dam type of
dewatering is considered a clean type of system with no discharge of silt or foreign
material into the water. This method was used to cross the Cape Fear River with a 36-
inch water line in 1999/2000 approximately 6,500 feet upstream from this site or just
upstream from the Norfolk/Southern Railway Bridge.
After dewatering of this section of the river, the pipe will be installed in a conventional
manner. The river bottom will be returned to its original shape. Depending on what
materials are encountered in the bottom of the river, it may be necessary to install some
rip rap over the top of the pipe. However, in no case will this rip rap extend above the
natural stream bottom. After the installation the water will be allowed to return to the
excavated area with the Port-a-Dam being removed and installed on the far side of the
river for the continuation of the pipeline. It is proposed to stabilize the disturbed portion
of the river bank with Class II rip rap.
There is proposed to cross Neill's Creek 5 times and Kenneth Creek 23 times with the
proposed pipeline. These crossings will be made buy the utilization of the approved
erosion control system that is part of our erosion control plan which has been approved
by the State. This method utilizes a rip rap barrier upstream as well as a barrier
downstream, with a temporary pipe carrying the flow of the stream between the 2
barriers. This allows the installation of the underground pipeline in the dewatered area
between the 2 barriers, without releasing silt downstream. Each crossing will be done
independently of the others and should require about 4 hours to complete.
The temporary impact on the wetlands will consists of the clearing of the 40 foot wide
and 60 foot wide construction corridor for the installation of the pipeline. However, all
of this corridor with the exception of a 12 foot wide strip will be returned to its original
state. A 12-foot wide strip will be maintained in a mowed condition for access by
maintenance personnel. Therefore, the permanent impacts have been computed based on
a strip of land 12 feet wide across each wetland.
19. The proposed 5.6 mgd WWTP along with the associated interceptor, regional pump
station and forcemain will provide the long awaited regional approach to solving the
wastewater problems and cleaning the waters of Kenneth and Neill's Creek and
Corps of Engineers Page 2 of 3 Marziano & Minier, PA
Form 33 CFR 325
upgrading the effluent into the Cape Fear River. This regional approach will serve
Fuquay-Varina's Kenneth Creek basin the communities of Buies Creek and Coats and
upgrade the Lillington WWTP.
20. The interceptor lines are to be placed generally 3 feet minimum depth. Excavate
material will be temporarily placed outside the alignment of the interceptor but within the
purchase R/W and/or easement. After placement of the line this material will be returned
to the ditch or hauled away to an approved spoil site. This action will be enforced by
contract document and on-site construction observation. Erosion control measures have
been submitted and approved for the interceptor, pump stations and wastewater plant site.
21. No material will be discharged into creek or streams.
22. No material will be filled except backfill of trench. Surface of land will remain
unchanged in elevation at completion of project.
23. A regional wastewater pump station and forcemain have been completed at the
existing Buies Creek WWTP. The forcemain follows within US 421 R/W. New filters
have been constructed at the Lillington WWTP. There was no dredging or fill material
discharged as a result of the described work. The filters at the proposed 5.6 mgd regional
WWTP have been installed in adequate size to serve the total project. This was
performed in order to upgrade the effluent into the Cape Fear. With this improvement the
current plant far exceeds the limits of their NPDES permit.
24. Names and addresses of adjoining property owners for the interceptors have been
previously submitted.
25. The erosion control plan has been submitted and approved. Other documents relative
to detailed plans, EA, Cultural Resources and US Fish & Wildlife have been
previously submitted, to the COE.
Corps of Engineers Page 3 of 3 Marziano & Minier, PA
Form 33 CFR 325

F 1st Half 2nd Hal 1st Half 2nd Hal 1st Half 2nd Hal 1st Half 2nd Hal 1st Half 2nd Hal
ID $ Task Name Duration Start Finish Predec H1 H2 H1 H2 H1 H2 H1 H2 H1 H2
1 d Submit NPDES Appl for 0.75 mgd WWTP 125 days Tue 413101 Mon 9/24101
2 d Subm;nt Regional 201 Amendment 1 day? Mon 215/01 Mon 2/5/01
3 d Approve Regional 201 Amendment 420 days Mon 215/01 Fri 9113102

4 d Submit Interim WW Plans for Buies Ck WWP 111 days Mon 4/2101 Mon 913101
5 Approve Interim WW Plans 1 day? Mon 10115101 Mon 10/15101 1
6 Advertise -Bid Interim WW Plan 20 days Mon 10/1101 Fri 10126101
7 Q Construction Start Interim Plan 124 days Mon 3111/02 Thu 8129/02
8 Complete Interim WW Proj 8 Start UP 15 days Fri 8130102 Thu 9/19102 7 (T
9 Q Answer HC/Fuquay 201 Env. Comments 40 days Tue 10/15/02 Mon 12/9/02
:
10 HC/Fuquay 201 Approval 141 days Tue 12/10102 Tue 6124/03 9
11 Final EA 250 days Tue 12/10102 Mon 11124/03 9
12 0 Route WW Interceptor 159 days Mon 12/31101 Thu 818102
13 Eng. 8 Easement Surveys 109 days Mon 613102 Thu 10131/02
14 WW Interceptor Construction Documents 250 days Wed 1116102 Tue 12131102
15 WWTP Construction Documents 430 days Mon 6/11/01 Fri 1/31103
16 Submit Constructon Documents to DENR 1 day? Mon 213103 Mon 2/3103 15
17 Approve Regional WW Plans 242 days Tue 2/4/03 Wed 111104 16
18 Bid/Award Final WWTP-INT Plans 75 days Thu 1/8104 Wed 4121104 17
19 Construct Final WWTP Plans 400 days Thu 4/22104 Wed 11/2105 18

Project: Regional WW-Rev 4
Date: Mon 1218/03 Task
Slit
P
Progress

• • • • Milestone External Tasks

Summary External Milestone
Project Summary Deadline
Page 1
Harney County-Fuquay-Varina Wastewater project
Subject: Harney County-Fuquay-Varina Wastewater project
Date: Fri, 10 Oct 2003 08:43:29 -0500
From: "Frye, Jennifer S SAW" <[e-mail]. miI>
To: "[e-mail]"' <[e-mail]?-
"'[e-mail]"' <[e-mail]>
CC: "'[e-mail]"' <cyndi.karoly@ncmail. net>
Hello,
Just to give you all a heads up on this project....
Marziano and Minier (consulting engineers) submitted a PCN for a project that includes 3.3 acres of wetland impact
and 2899 LF of stream impact (most temporary impact, some permanent) for a sewer line project. (I believe they
sent a PCN to you as well and you may have already looked at the EA from the Clearinghouse). Anyway, this office
does not feel that it fits with the terms and conditions of NWP 12 as far as minimal effects, so we have requested
that they modify or reapply for an IP. Just spoke to Hiram Marziano and Jim Bivins and they will be applying for an
IP.
Let me know if you have any questions/concerns.
Take care,
Jen

Iof I
1
10/10/03 9:46 A NI
S
Triage Check List
+' If(flof?-
Date: ?- a -o3 Project Name: /? i
DWQ#: D 3 1 (5,,
County: (ti fN?L?C -e-
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Steve Mitchell
?-
From. Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
A- inimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
-1Vlitigation Ratios
? Ditching
? 'Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
0
MARZIANO & MINIER, P.A.
CONSULTING ENGINEERS
Post Office Drawer 4428
Asheboro, North Carolina 27204-4428
Phone: [phone]
Fax: [phone]
LETTER OF TRANSMITTAL
Date 1) 3
Job No.:
Re:

r7 f,?

TO: 1y. l1 W ?`!?( 1 ek
L4
tsc., "l c? -I c? sa
WE ARE SENDIN OU -Attached
THE FOLLOWING ITEMS:
-Shop Drawings -Prints
-Copy of Letter -Change Order
-Under separate cover Vi-z° + r+ ;! J J
-Plans -Samples -Specifications
COPIES DATE NUMBER DESCRIPTION

Lyon dl, . /
r'L2(,co ?.?' y' c

THESE ARE ANSMITTED as checked below:
-For approval -Approved as submitted -Resubmit copies for approval
-For your use -Approved as noted -Submit copies for distribution
_As requested -Returned for Correction -Returncorrected prints
For review and comment -Forbids due
REMARKS:
?tiilt tai 1"??

COPIES TO: (Lh-?
U
1r';jt'x? U` `1"),1'?: ?
1 wr?..i, i`t rt z.
!?
BY:
0,&YU-1.)
M IANO & MINI 0 1P. A.
Office Use Only: Form Version April 2001
fl 3 r
USACE Action ID No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank. elp -% P
1. Processing
SEP 1 lU0
1. Check all of the approval(s) requestccT-Ti r this-pro t5t, X Section 404 Permit tM ? ,R T"'I'111TI-RQUALITYSECTION
X Section 10 Permit
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: X
II. Applicant Information
1. Owner/Applicant Information
Name: County of Harnett
Mailing Address: P. O. Box 1119
Lillington NC 27546
Telephone Number: 910-814-4003 Fax Number: 910-893-6643
E-mail Address: watergoni a aol com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Hiram J. Marziano
Company Affiliation: Marziano & Minier, PA
Mailing Address: P. O. Box 4428
Asheboro NC 27204
Telephone Number: 336-629-3931 Fax Number: 336-629-3932
E-mail Address: hmarzianoatriad rr com
Page 3 of 13

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Harnett/Fuquay Regional Wastewater
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Harnett & Wake Nearest Town: Lillinton & Fuquay-Varina
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): E on US 421 3000' from the
intersection of US 421 & 401 on N side of Cape Fear River in Harnett Co. down Dry Creek
4,300' to Cape Fear River, then cross Cape Fear River to ww treatment plant. Also, up Cape
Fear 10,400' to Neill's Creek up Neill's Creek 43,000 ` to Kenneth Creek, up Kenneth Creek
30,000' to Fuquay WWTP site.
5. Site coordinates, if available (UTM or Lat/Long): See attached Map nos. 3-44
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: 97%
forested & 3% farmland
7. Property size (acres): Const. easements for 104,000 If of pipe lines & access road = 133 ac,
plant & pump sta. site = 69 acre total = 202 ac
Page 4 of 13

Nearest body of water (stream/river/sound/ocean/lake): Cape Fear River, Neill's Creek,
Kenneth Creek
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.ne.us/admin/maps/.)
10. Describe the purpose of the proposed work: To regionalize the wastewater collection &
treatment for Fuquay-Varina Lillington Coats Buies Creek and portions of Harnett Co.
11. List the type of equipment to be used to construct the project: Track excavators, Off
Road Trucks Dozers Loaders
12. Describe the land use in the vicinity of this project: Forestry, Agricultural, & Residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No
VI. Proposed Impacts to Waters of the United States/Waters of the State
Page 5 of 13
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts See attached wetland Impact Sheets #1 through #5
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FENIA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fenia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 3.324 acre
Total area of wetland impact proposed: Temporary = 2.2579 ac Permanent = 0.745 ac
2. Stream Impacts, including all intermittent and perennial streams: See attached stream
impact sheet nos. 1 through 5
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif

Page 6 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us.gs.cov. Several intcrnct sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapqucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Temporary = 3,899 lf,
permanent = 84 ft
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
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
Page 7 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
During the field location of the approximate 96,000 linear feet of sewer outfall lines and
forcemains every effort was made to avoid wetlands. The proposed pipe line location was
moved numerous times to minimize the effect on existing wetlands. The results of this effort show
that we will have a temporary impact on 2.579 acres of wetlands and only a permanent impact
on 0.745 acres of wetlands. This impact is primarily due to some exposed pipe and the necessity
for 12' wide maintenance corridors across some of the wetlands. Our construction corridor
across the wetlands will be 60 foot wide for the 48", 42" & 36" pipe, and 40' wide for the 16" & 8"
pipe. Our permanent easements will be 40' wide for the large pipe and 20' wide for the small
pipe.
The stream impact was much more difficult to avoid or minimize due to the nature of the
surrounding terrain and the request from US Fish and Wildlife to maintain a 60' buffer between the
construction and the creek where possible. There was no escaping crossing the numerous side
branches flowing into Neill's Creek and Kenneth Creek. However, In addition to crossing the side
channels it was necessary to cross Neal's Creek 5 times and Kenneth Creek 23 times. The
primary reason for this was due to the fact that the creek meandered from the bluff on one side
of the drainage bottom to the bluffs on the opposite side of the drainage boffom. In order to
maintain the 60 foot buffer requested by US Fish and Wildlife it would have been necessary to
move up these bluffs or side slopes which would have resulted in excessive cuts for the
installation of the pipe line. Some of these bluffs are in excess of 100 feet tall and are on an
approximate 1:1 slope. In a few cases where it was possible to construct the line without the side
slopes being so extreme, we have elected to make these excess cuts to eliminate creek
crossings. In one particular case, we are cuffing 35 feet deep to install the pipe for a distance of
around 150 feet. However, this does eliminate two creek crossings.
In order to minimize impacts, we are also proposing for the maintenance corridor to remain only
12 feet wide where it goes through wetlands. This will allow the wetland areas to return to its
natural state in all but the 12 foot corridor. This greatly reduces the permanent impact on the
wetlands. In order to minimize the impact on the streams the County has purchased numerous
access easements in order to maintain the system without the necessity of crossing the streams.
Therefore, the majority of the stream impacts is temporary only and not permanent. The bottom
of the streams will be restored to their original contour with original material.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
Page 8 of 13
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngidc.litml.
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.
Request for NC Restoration Program to except a 2:1 mitigation for a total of 1.5
acres
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.tis/wM/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 0.745 acres x 2 = 1.5 acres
Page 9 of 13
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes X No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No X
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 10 of 13
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Total project area = 202 acres, existing impervious area = 0.82 acre = 0.4% proposed
impervious area = 2.50 acres = 1.2% Stormwater will meet all required erosion control
specs. We have an erosion control & Stormwater permit issued (see attached)
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal will be a tertiary treatment discharge into the Cpae Fear River w/UV
disinfection
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 11 of 13
/-/( Z U
Ap ticant/Agqis Signature to
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones 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] 4623 Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N:
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Page 12 of 13
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management 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
Page 13 of 13
L WETLAND IMPACTS
H a, U O

O

z
O

z TYPE OF
IMPACT
P4 z
P4 W

N 100 YR.

d

YPE OF
w a. cG OZ w

O FLOOD-PLAIN

(YES/NO)
Q
WETLAND
0 _
a ?
Q Q
la 3 Clearing /Buried T 0.055 Y 700 Forested
Pipe
la 3 Clearing /Buried P .013 Y 700 Forested
Pipe
2a 4 Clearing /Buried T .066 Y 1000 Forested
Pipe
2a 4 Clearing /Buried P .016 Y 1000 Forested
Pipe
2b 4 Clearing /Buried T .033 Y 925 Forested
Pipe
2b 4 Clearing /Buried P .008 Y 925 Forested
pipe
2c 4 Clearing /Buried T .044 Y 750 Forested
pipe
2c 4 Clearing /Buried P .011 Y 750 Forested
Pipe
9a 8 Clearing/Exposed T .021 Y 150 Forested
Pipe
9a 8 Clearing/Exposed P .017 Y 150 Forested
Pipe
9b 8 Clearing/Exposed T .019 Y 150 Forested
Pipe
9b 8 Clearing/Exposed P .012 Y 150 Forested
Pipe
10 9 Clearing/Exposed T .159 Y 400 Forested
Pipe
10 9 Clearing/Exposed P .131 Y 400 Forested
Pipe
11 9 Clearing/Exposed T .029 Y 400 Forested
pipe
11 9 Clearing/Exposed P .024 Y 400 Forested
pipe
12 10 Clearing /Buried T .024 Y 400 Forested
Pipe
12 10 Clearing /Buried P .008 Y 400 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 1 of 5 Consulting Engineers
2. WETLAND IMPACTS

TYPE OF H a
F ?
aQ, p
w
z a IMPACT Q O W
z IN 100 YR.
PLAIN
FLOOD U W¢
¢ ¢ TYPE OF
WETLAND
0 0 - ?
Q (YES/NO) cn z V)
H a w
a
Q A
13a 10 Clearing /Buried T .275 Y 400 Forested
Pipe
13a 10 Clearing /Buried P .069 Y 400 Forested
Pipe
14 11 Clearing /Buried T .124 Y 300 Forested
Pipe
15 11 Clearing /Buried P .007 Y 200 Forested
Pipe
15 11 Clearing /Buried T .028 Y 200 Forested
Pipe
16a 12 Clearing /Buried T .015 Y 220 Forested
Pipe
16a 12 Clearing /Buried P .004 Y 220 Forested
Pipe
16b 12 Clearing /Buried T .012 Y 110 Forested
Pipe
16b 12 Clearing /Buried P .003 Y 110 Forested
Pipe
17 13 Clearing /Buried T .029 Y 200 Forested
Pipe
17 13 Clearing /Buried P .006 Y 200 Forested
Pipe
23 16 Clearing /Buried T .154 Y 425 Forested
Pipe
23 16 Clearing /Buried P .039 Y 425 Forested
Pipe
26 18 Clearing /Buried T .130 Y 700 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 2 of 5 Consulting Engineers
L WETLAND IMPACTS

TYPE OF F v+ 0
O
w C5
a IMPACT ? ? W
9 - N 100 YR. U TYPE OF WETLAND
0Z
R
d FLOOD-PLAN
(YES/NO)
W ? Q
G.
H
26 18 Clearing /Buried P .032 Y 700 Forested
Pipe
27 18 Clearing /Buried T .242 Y 700 Forested
Pipe
27 18 Clearing /Buried P .061 Y 700 Forested
Pipe
28 19 Clearing /Buried T .045 Y 700 Beaver Pond
Pipe
29IIb 19A Clearing /Buried T .081 Y 500 Forested
Pipe
29IIb 19A Clearing /Buried P .021 Y 500 Forested
Pipe
32 21 Clearing /Buried T .249 Y 250 Beaver
Pipe Pond/Forested
32 21 Clearing /Buried P .063 Y 250 Forested
Pipe
33a 22 Clearing /Buried T .013 Y 150 Beaver
Pipe Pond/Forested
33a 22 Clearing /Buried P .003 Y 150 Beaver
Pipe Pond/Forested
33b 22 Clearing /Buried T .011 Y 150 Forested
Pipe
33b 22 Clearing /Buried P .003 Y 150 Forested
Pipe
33d 22 Clearing /Buried T .011 Y 170 Forested
Pipe
33d 22 Clearing /Buried P .003 Y 170 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 3 of 5 Consulting Engineers
L WETLAND IMPACTS

TYPE OF ?•
H
z
a 0
w
z z IMPACT W
W
c4 z
w IN 100 YR.
PLAIN
FLOOD U d
d TYPE OF
WETLAND
O -
¢ (YES/NO)
EW-a ?
d Q
34a 23 Clearing/Buried T .055 Y 200 Forested
Pipe
34a 23 Clearing/Buried P .014 Y 200 Forested
Pipe
34b 23 Clearing/Buried T .031 Y 230 Forested
Pipe
34b 23 Clearing/Buried P .008 Y 230 Beaver Pond
Pipe
37 24 Clearing/Buried T .056 Y 400 Beaver Pond'
Pipe
38b 25 Clearing/Buried P .030 Y 400 Forested
Pipe
39 25 Clearing T .023 Y 260 Forested
39 25 Clearing/Buried P .003 Y 260 Forested
Pipe
44a 28 Clearing/Buried T .099 Y 350 Forested
Pipe
44a 28 Clearing/Buried P .025 Y 350 Forested
Pipe
44b 28 Clearing/Buried T .358 Y 350 Forested
Pipe
44b 28 Clearing/Buried P .089 Y 350 Forested
Pipe
45b 29 Clearing/Buried T .014 Y 110 Forested
Pipe
45b 29 Clearing/Buried P .004 Y 110 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 4 of 5 Consulting Engineers
I. WETLAND IMPACTS
H a U
¢ O

C5 TYPE OF E
?
w p
, ?" H
U `n d
z IMPACT ¢
p IN 100 YR. TYPE OF
w a z
9 O w
¢ FLOOD-
PLAIN z

Z WETLAND
n
w w (YES/NO) Q
H a
50b 31 Clearing/Buried T .072 Y 90 Forested
Pipe
50b 31 Clearing/Buried P .018 Y 90 Forested
Pipe
Total Temporary Wetland Impacts = 2.579 Ac
Total Permanent Wetland Impacts = 0.745 Ac
County of Harnett Marziano &, Minier, PA
Wetland Impacts Page 5 of 5 Consulting Engineers
2. STREAM IMPACTS
F% a w a
O O -' TYPE OF z
?Ii ¢ ¢ O U a
w a IMPACT o Z STREAM NA1iE a C
o z
w
>Q
H

16 3 Ditch X-ing wBuried T 60 U.N.T. of Cape 6 I
Pie Fear
2 d 4 Ditch X-ing w/Buried T 55 U.N.T. of Cape 10 I
Pie Fear
3a 5 Ditch Pipe & Fill for P 42 U.N.T. of Cape 6 I
Maint. Fear
3b 5 Branch Pipe & Fill for P 42 U.N.T. of Cape 10 P
Maint. Fear
4a 6 Ditch X-ing wBuried T 60 U.N.T. of Cape 4 I
Pie Fear
4b 6 Ditch X-ing wBuried T 60 U.N.T. of Cape 6 I
Pie Fear
4c 6 Ditch X-ing vv/Buried T 60 U.N.T. of Cape 4 I
Pie Fear
5 7 Branch X-ing wBuried T 60 U.N.T. of Cape 6 P
Pie Fear
6 7 Ditch X-ing w/Buried T 60 U.N.T. of Cape 6 I
Pie Fear
7 7 Branch Pipe on Piers T 36 U.N.T. of Neills 10 P
Const. Impact Ck.
8 8 Branch Pipe on Piers T 40 U.N.T. of Neills 10 P
Const. Impact Ck.
13b 10 Ditch X-ing w/Buried T 60 U.N.T. of Neills 21 I
Pie Ck.
16c 12 Branch X-ing wBuried T 45 U.N.T. of Cape 5 P
Pie Fear
18 13 Creek X-ing wBuried T 48 Neills Ck. 25 P
Pipe
19a 14 Creek X-ing w/Buried T 48 Neills Ck. 22 P
Pipe
19b 14 Ditch X-ing w/Buried T 48 U.N.T. of Cape 7 I
Pie Fear
20 14 Branch X-ing w/Buried T 48 U.N.T. of Neills 5 P
Pipe Ck.
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 1 of 5 Consulting Engineers
2. STREAM IMPACTS
H a
w p; H
.?
O O
z 0 TYPE OF ? Z O U
STREAM NAME ? U -?
~
w P IMPACT 0 z ¢n, a ss
O
c`n a w

?
c7 Q W
Q w w
? a ' ¢3 w
a
21 a 15 Branch X-ing w/Buried T 84 U.N.T. of Neills 8 P
Pie Ck.
21 b 15 Ditch X-ing -vv/Buried T 50 U.N.T. of Neills 10 I
pipe Ck.
21c 15 Ditch X-ing w/Buried T 35 U.N.T. of Neills 10 I
Pie Ck.
22 a 15 Creek X-ing w/Buried T 48 Neills Ck 30 P
Pipe
22 b 16 Drain X-ing w/Buried T 48 U.N.T. of Neills 24 P
Canal Pie Ck.
24 16 Ditch/ X-ing w/Buried T 48 U.N.T. of Neills 3 P
Branch Pie Ck.
25 17 Ditch/ X-ing w/Buried T 48 U.N.T. of Neills 8 P
Branch Pie Ck.
29 19 Ditch X-ing w/Buried T 48 U.N.T. of Neills 5 I
Pie Ck.
29-I 19A Branch X-ing wBuried T 48 U.N.T. of Neills 5 P
Pie Ck.
29- 19 A Branch X-ing w/Buried T 48 U.N.T. of Neills 5 P
IIa Pie Ck.
30 20 Branch X-ing w/Buried T 48 U.N.T. of Neills 15 P
Pipe Ck.
31 20 Branch X-ing wBuried T 48 U.N.T. of Neills 3 P
Pipe Ck.
33 c 22 Ditch X-ing wBuried T 63 U.N.T. of Neills 3 1
Pipe Ck.
34 c 23 Ditch X-ing wBuried T 48 U.N.T. of Neills Ck 3 1
Pipe
35 23 Creek X-ing w/Buried T 48 Neills Creek 16 P
Pipe
36 a 24 Branch X-ing -vv/Buried T 125 U.N.T. of Neills Ck 30 P
Pipe
36b 24 Branch X-ing wBuried T 48 Neills Creek 24 P
Pipe
38 a 25 Branch X-ing wBuried T 35 U.N.T. of Kenneth 27 I
Pipe Ck
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 2 of 5 Consulting Engineers
2. STREAM IMPACTS
F a w a
d
z O
z W0
a TYPE OF W pU
STREAM NAME Q?U
4 ?.
W F, IMPACT !4 z
p p ¢
a pa Q
a c
p ..
a W
a C7A W W
Q ? Wa d? aW, ?
40 26 Branch X-ing wBuried T 38 U.N.T. of 5 P
Pie Kenneth Ck.
41 26 Branch X-ing wBuried T 38 U.N.T. of 12 I
Pie Kenneth Ck
42 27 Creek X-ing w/Buried T 48 Kenneth Creek 24 P
Pipe
43 a 27 Creek X-ing w/Buried T 48 Kenneth Creek 26 P
Pipe
43 b 27 Creek X-ing w/Buried T 48 Kenneth Creek 24 P
Pipe
43 c 27 Creek X-ing -vv/Buried T 48 Kenneth Creek 21 P
Pipe
45 a 29 Branch X-ing w/ Buried T 48 U.N.T. of 5 P
Pie Kenneth Ck.
45 c 29 Creek X-ing w/ Buried T 48 Kenneth Creek 30 P
Pipe
45- 29 Ditch X-ing w/ Buried T 48 U.N.T. of 6 I
Ia Pie Kenneth Ck.
45- 29 Ditch X-ing w/ Buried T 48 U.N.T. of 6 I
lb Pie Kenneth Ck.
.46 a 29 A Ditch X-ing w/ Buried T 55 U.N.T. of 5 I
Pipe Kenneth Ck.
46 b 29 A Creek X-ing w/ Buried T 48 Kenneth Creek 35 P
Pipe
46 c 29 A Branch X-ing w/ Buried T 48 U.N.T. of 3 I
Pie Kenneth Ck.
46 d 29 A Creek X-ing w/ Buried T 48 Kenneth Creek 29 P
Pipe
47 30 Branch X-ing w/ Buried T 38 U.N.T. of 6 P
Pie Kenneth Ck.
48 30 Creek X-ing w/ Buried T 48 Kenneth Creek 28 P
Pipe
49 30 Creek X-ing w/ Buried T 38 Kenneth Creek 29 P
Pipe
50 a 31 Creek X-ing vv/ Buried T 48 Kenneth Creek 30 P
Pipe
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 3 of 5 Consulting Engineers
2. STREAM IMPACTS

z
TYPE OF
I a U Q O
O IMPACT Fv F- a4 STREAM NAME 3 ad. a
a

U z
¢ o ?

z

z
?
Q O

w

z O

?w
WW

w
H `?" F Ha a >? .
a

50 c 31 Creek X-ing w/ Buried T 48 Kenneth Creek 26 P
Pipe
51 31 Creek X-ing w/ Buried T 48 Kenneth Creek 28 P
Pipe
52 32 Creek X-ing w/ Buried T 48 Kenneth Creek 25 P
Pipe
53 a 32 Creek X-ing w/ Buried T 48 Kenneth Creek 20 P
Pipe
53 b 32 Creek X-ing w/ Buried T 48 Kenneth Creek 25 P
Pipe
54 33 Branch X-ing wBuried T 48 U.N.T. of Kenneth 20 P
Pie Ck.
54-I 33 Ditch X-ing wBuried T 48 U.N.T. of Kenneth 7 I
Pie Ck
55 33 Creek X-ing w/Buried T 48 Kenneth Creek 15 P
Pipe
56 a 34 Creek X-ing w/Buried T 38 Kenneth Creek 16 P
Pipe
56 b 34 Creek X-ing w/Buried T 38 Kenneth Creek 14 P
Pipe
57 a 34 Creek X-ing wBuried T 38 Kenneth Creek 13 P
Pipe
57b 34 Creek X-ing wBuried T 38 Kenneth Creek 15 P
Pipe
58 35 Creek X-ing w/Buried T 38 Kenneth Creek 20 P
Pipe
59 a 35 Creek X-ing w/Buried T 38 Kenneth Creek 20 P
Pipe
59 b 35 Branch X-ing w/Buried T 38 U.N.T. of Kenneth 8 I
Pie Ck.
60 36 Creek X-ing wBuried T 38 Kenneth Creek 1 P
Pipe
61 37 Creek X-ing w/Buried T 40 Dry Creek 20 P
Pipe
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 4 of 5 Consulting Engineers
2. STREA I IMPACTS
z
O
TYPE OF oa
F, ., ¢
a.
W x?
O "
IMPACT z STREAM NAME F4 a z

FW+ ?'' H WaW. z ?Qa rxH

62 38 Branch X-ing w/Buried T 40 U.N.T. of Cape Fear 4 P
Pipe
63 38 Branch X-ing w/Buried T 40 U.N.T. of Cape Fear 7 P
Pipe
64 38 Branch X-ing wBuried T 50 U.N.T. of Cape Fear 2 P
Pipe
65 39 Branch X-ing wBuried T 28 U.N.T. of Cape Fear 4 P
Pipe
66 39 Branch X-ing wBuried T 81 U.N.T. of Cape Fear 4 P
Pipe
67 a 40 Ditch X-ing w/Buried T 60 U.N.T. of Cape Fear 17 I
Pipe
67b 40 River X-ing w/Buried T 60 Cape Fear River 470 P
Pipe
68 41 Ditch X-ing wBuried T 60 U.N.T. of Cape Fear 20 1
Pipe
69 42 Ditch X-ing wBuried T 30 U.N.T. of Cape Fear 8 I
Pipe
70 43 Ditch X-ing wBuried T 60 U.N.T. of Cape Fear 8 1
Pipe
71 44 Branch X-ing wBuried T 75 U.N.T. of Cape Fear 6 P
Pipe
Total Temporary Stream Impacts= 3899 LF
Total Permanent Stream Impacts = 84 LF
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 5 of 5 Consulting Engineers
MARZIANO & MINIER, P.A.
147A Dublin Square Road Post Office Drawer 4428 1-, a ,, Asheboro, North Carolina 27204-4428
CONSULTING ENGINEERS
PHONE: [phone]
FAX: [phone]
HIiZAM J. MARZIANO, P.E.
fANIES BIVINS, P.E. (ASSOC)
EVAN IL MINIER, P.E. (RETIRED)
September 2, 2003
Mr. Ronald E. Ferrell
NC DENR - Wetland Restoration Program //?? l'
1619 Mail Service Center '01GROUP
Raleigh, NC 27699-1619 yE-"1
Re: Harnett County/Fuquay-Varina Wastewater Improvements "
Dear Sir: !ITVSEGr101V
Harnett County is proposing to construct a wastewater collection line, pump stations, and a
wastewater treatment plant upgrade in order to centralize the wastewater collection and treatment
for the Town of Fuquay-Varina, Buies Creek, Coats, Town of Lillington, and portions of Harnett
County. In order to accomplish this it will require approximately 97,000 linear feet of pipelines
to be installed, as well as the construction of a major pump station and the expansion of the
existing wastewater treatment plant in Lillington.
During the design of this project every effort was made to minimize the impact on the existing
streams and wetlands in the area. The construction of the pumping stations and the wastewater
treatment facilities will have no impact on the wetlands and the streams. However, the
installation of the pipelines will result in a permanent impact of 84 feet on the streams and 0.745
acres in the wetlands. The primary reason for this permanent impact is a necessity for having
maintenance corridors across the streams and ditches as well as some of the wetlands.
In order to mitigate this wetland impact we are requesting that the NC Wetland Restoration
Program accept payment for this wetland impact at a 2:1 ratio, or for a total of 1.5 acres.
We will be glad to provide you additional information or answer any questions concerning this
request upon being notified.
Sincerely yours,
MARZIANO & MINIER, PA
James F. Bivins, P.E.
JYP
cc: Rodney Tart, Harnett County
Corps of Engineers
DWQ
Office Use Only: Form Version April 2001
USACE Action ID No. D`VQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
IRffr lti DS/401 G90U?
1. Check all of the approval(s) requested for this project:
X Section 404 Permit SEP
X Section 10 Permit ??'??.ITY?ECT?CI
X 401 Water Quality Certification l U U
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: X
II. Applicant Information
1. Owner/Applicant Information
Name: County of Harnett
Mailing Address: P. O. Box 1119
Lillin¢ton NC 27546
Telephone Number: 910-814-4003 Fax Number: 910-893-6643
E-mail Address: water oru aol com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Hiram J. Marziano
Company Affiliation: Marziano & Minier, PA
Mailing Address: P. O. Box 4428
Asheboro NC 27204
Telephone Number: 336-629-3931 Fax Number: 336-629-3932
E-mail Address: hmarziano a triad rr com
Page 3 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Harnett/Fuquay Regional Wastewater
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Harnett & Wake Nearest Town: Lillington & Fuquay-Varina
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): E on US 421 3000' from the
intersection of US 421 & 401 on N side of Cape Fear River in Harnett Co. down Dry Creek
4,300' to Cape Fear River, then cross Cape Fear River to wxv treatment plant. Also, up Cape
Fear 10,400' to Neill's Creek up Neill's Creek 43,000 ` to Kenneth Creek, up Kenneth Creek
30,000' to Fuquay WWTP site.
5. Site coordinates, if available (UTM or Lat/Long): See attached Map nos. 3-44
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct watcrbody.)
6. Describe the existing land use or condition of the site at the time of this application: 97%
forested & 3% farmland
7. Property size (acres): Const. easements for 104,000 if of pipe lines & access road = 133 ac,
plant & pump sta. site = 69 acre total = 202 ac
Page 4 of 13
8. Nearest body of water (stream/river/sound/ocean/lake): Cape Fear River Neill's Creek,
Kenneth Creek
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: To regionalize the wastewater collection &
treatment for Fuquay-Varina, Lillington Coats Buies Creek and portions of Harnett Co.
11. List the type of equipment to be used to construct the project: Track excavators, Off
Road Trucks Dozers Loaders
12. Describe the land use in the vicinity of this project: Forestry Agricultural, & Residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No
VI. Proposed Impacts to Waters of the United States/Waters of the State
Page 5 of 13
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts See attached Nvetland Impact Sheets 41 through #5
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mecnamzed clearing, gracing, nn,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 3.324 acre
Total area of wetland impact proposed: Temporary = 2.2579 ac Permanent = 0.745 ac
2. Stream Impacts, including all intermittent and perennial streams: See attached stream
impact sheet nos. 1 through 5
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif

Page 6 of 13
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us.'s.gov. Several intcrnct sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
Nvww.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Temporary = 3,899 If,
permanent = 84 ft
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact

Site Number
indicate on ma

Type of Impact* Area of

Impact
acres
Name of Waterbody
Name
(if applicable) Type of Waterbody

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

* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: nu, excavation, areogmg,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
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
Page 7 of 13
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
During the field location of the approximate 96,000 linear feet of sewer ouff all lines and
forcemains every effort was made to avoid wetlands. The proposed pipe line location was
moved numerous times to minimize the effect on existing wetlands. The results of this effort show
that we will have a temporary impact on 2.579 acres of wetlands and only a permanent impact
on 0.745 acres of wetlands. This impact is primarily due to some exposed pipe and the necessity
for 12' wide maintenance corridors across some of the wetlands. Our construction corridor
across the wetlands will be 60 foot wide for the 48", 42" & 36" pipe, and 40' wide for the 16" & 8"
pipe. Our permanent easements will be 40' wide for the large pipe and 20' wide for the small
pipe.
The stream impact was much more difficult to avoid or minimize due to the nature of the
surrounding terrain and the request from US Fish and Wildlife to maintain a 60' buffer between the
construction and the creek where possible. There was no escaping crossing the numerous side
branches flowing into Neill's Creek and Kenneth Creek. However, in addition to crossing the side
channels it was necessary to cross Neal's Creek 5 times and Kenneth Creek 23 times. The
primary reason for this was due to the fact that the creek meandered from the bluff on one side
of the drainage bottom to the bluffs on the opposite side of the drainage bottom. In order to
maintain the 60 foot buffer requested by US Fish and Wildlife it would have been necessary to
move up these bluffs or side slopes which would have resulted In excessive cuts for the
installation of the pipe line. Some of these bluffs are in excess of 100 feet tall and are on an
approximate 1:1 slope. In a few cases where it was possible to construct the line without the side
slopes being so extreme, we have elected to make these excess cuts to eliminate creek
crossings. In one particular case, we are cuffing 35 feet deep to install the pipe for a distance of
around 150 feet. However, this does eliminate two creek crossings.
In order to minimize impacts, we are also proposing for the maintenance corridor to remain only
12 feet wide where it goes through wetlands. This will allow the wetland areas to return to Its
natural state in all but the 12 foot corridor. This greatly reduces the permanent impact on the
wetlands. In order to minimize the impact on the streams the County has purchased numerous
access easements in order to maintain the system without the necessity of crossing the streams.
Therefore, the majority of the stream Impacts is temporary only and not permanent. The bottom
of the streams will be restored to their original contour with original material.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
Page 8 of 13
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.btml.
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.
Request for NC Restoration Prol4ram to except a 2:1 mitigation for a total of 1.5
acres
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at litip://li2o.enr.state.nc.us/wro/index.litm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 0.745 acres x 2 = 1.5 acres
Page 9 of 13
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes X No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No X
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 10 of 13
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Total project area = 202 acres, existinll impervious area = 0.82 acre = 0.41/o proposed
impervious area = 2.50 acres = 1.2% Stormwater will meet all required erosion control
specs We have an erosion control & stormwater permit issued (see attached)
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal will be a tertiary treatment discharge into the Cpae Fear River w/UV
disinfection
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 11 of 13
L--// A 712,/03
Ap icant/Agc, is Signature 64te
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones 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] 4623 Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N:
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Page 12 of 13
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CANIA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Pcrquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kemersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 13 of 13
L WETLAND IMPACTS

TYPE OF Fv a

r-,4
w U 0

U d
z z IIQPACT c4
Z
9 IN 100 YR. TYPE OF
w a. 0 w FLOOD-PLAIN Q WETLAND
d (YES/NO) CIO Z Cn
E- a
d Q
la 3 Clearing /Buried T 0.055 Y 700 Forested
Pipe
la 3 Clearing /Buried P .013 Y 700 Forested
Pipe
2a 4 Clearing /Buried T .066 Y 1000 Forested
Pipe
2a 4 Clearing /Buried P .016 Y 1000 Forested
Pipe
2b 4 Clearing /Buried T .033 Y 925 Forested
Pipe
2b 4 Clearing /Buried P .008 Y 925 Forested
Pipe
2c 4 Clearing /Buried T .044 Y 750 Forested
Pipe
2c 4 Clearing /Buried P .011 Y 750 Forested
Pipe
9a 8 Clearing/Exposed T .021 Y 150 Forested
Pipe
9a 8 Clearing/Exposed P .017 Y 150 Forested
Pipe
9b 8 Clearing/Exposed T .019 Y 150 Forested
Pipe
9b 8 Clearing/Exposed P .012 Y 150 Forested
Pipe
10 9 Clearing/Exposed T .159 Y 400 Forested
Pipe
10 9 Clearing/Exposed P .131 Y 400 Forested
Pipe
11 9 Clearing/Exposed T .029 Y 400 Forested
Pipe
11 9 Clearing/Exposed P .024 Y 400 Forested
Pipe
12 10 Clearing /Buried T .024 Y 400 Forested
Pipe
12 10 Clearing /Buried P .008 Y 400 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 1 of 5 Consulting Engineers
2. WETLAND IMPACTS

TYPE OF H ?•
E-
?
z
a O
w
z z
a IMPACT w
¢¢
cG p z
w IN 100 YR.
FLOOD
PLAIN U d
¢ TYPE OF
WETLAND
w -
Q (YES/NO) Z
? wa ?
d A
13a 10 Clearing /Buried T .275 Y 400 Forested
Pipe
13a 10 Clearing /Buried P .069 Y 400 Forested
Pipe
14 11 Clearing /Buried T .124 Y 300 Forested
Pipe
15 11 Clearing /Buried P .007 Y 200 Forested
Pipe
15 11 Clearing /Buried T .028 Y 200 Forested
Pipe
16a 12 Clearing /Buried T .015 Y 220 Forested
Pipe
16a 12 Clearing /Buried P .004 Y 220 Forested
Pipe
16b 12 Clearing /Buried T .012 Y 110 Forested
Pipe
16b 12 Clearing /Buried P .003 Y 110 Forested
Pipe
17 13 Clearing /Buried T .029 Y 200 Forested
Pipe
17 13 Clearing /Buried P .006 Y 200 Forested
Pipe
23 16 Clearing /Buried T .154 Y 425 Forested
Pipe
23 16 Clearing /Buried P .039 Y 425 Forested
Pipe
26 18 Clearing /Buried T .130 Y 700 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 2 of 5 Consulting Engineers
L WETLAND IlVIPACTS

TYPE OF E a 0
z z IMPACT W
9 IN 100 YR. Z W
a TYPE OF WETLAND
w 0Z
R w
d FLOOD-PLAIN
(YESINO) W
?
d
26 18 Clearing /Buried P .032 Y 700 Forested
Pipe
27 18 Clearing /Buried T .242 Y 700 Forested
pipe
27 18 Clearing /Buried P .061 Y 700 Forested
Pipe
28 19 Clearing /Buried T .045 Y 700 Beaver Pond
Pipe
29IIb 19A Clearing /Buried T .081 Y 500 Forested
Pipe
291Ib 19A Clearing /Buried P .021 Y 500 Forested
Pipe
32 21 Clearing /Buried T .249 Y 250 Beaver
Pipe Pond/Forested
32 21 Clearing /Buried P .063 Y 250 Forested
Pipe
33a 22 Clearing /Buried T .013 Y 150 Beaver
Pipe Pond/Forested
33a 22 Clearing /Buried P .003 Y 150 Beaver
Pipe Pond/Forested
33b 22 Clearing /Buried T .011 Y 150 Forested
Pipe
33b 22 Clearing /Buried P .003 Y 150 Forested
Pipe
33d 22 Clearing /Buried T .011 Y 170 Forested
Pipe
33d 22 Clearing /Buried P .003 Y 170 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 3 of 5 Consulting Engineers
L WETLAND IMPACTS

z

z
TYPE OF
IMPACT
>+ E-
¢ ? w
a

IN 100 YR. O
F" H
U

TYPE OF
a z O w FLOOD-PLAIN ¢ WETLAND
(YES/NO) z
EW-a ?
Q Q
34a 23 Clearing/Buried T .055 Y 200 Forested
Pipe
34a 23 Clearing/Buried P .014 Y 200 Forested
Pipe
34b 23 Clearing/Buried T .031 Y 230 Forested
Pipe
34b 23 Clearing/Buried P .008 Y 230 Beaver Pond
Pipe
37 24 Clearing/Buried T .056 Y 400 Beaver Pond
Pipe
38b 25 Clearing/Buried P .030 Y 400 Forested
Pipe
39 25 Clearing T .023 Y 260 Forested
39 25 Clearing/Buried P .003 Y 260 Forested
Pipe
44a 28 Clearing/Buried T .099 Y 350 Forested
Pipe
44a 28 Clearing/Buried P .025 Y 350 Forested
Pipe
44b 28 Clearing/Buried T .358 Y 350 Forested
Pipe
44b 28 Clearing/Buried P .089 Y 350 Forested
Pipe
45b 29 Clearing/Buried T .014 Y 110 Forested
Pipe
45b 29 Clearing/Buried P .004 Y 110 Forested
Pipe
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 4 of 5 Consulting Engineers
L WETLAND IMPACTS
H a U O
O TYPE OF z a w Cn?
z
w z
a IMPACT C4 W
? p z ?
w IN 100 YR.
FLOOD- U d
z TYPE OF
WETLAND
¢ PLAIN
Z
v? C
Cn
w w (YES/NO) Q
H a• d
50b 31 Clearing/Buried T .072 Y 90 Forested
Pipe
50b 31 Clearing/Buried P .018 Y 90 Forested
Pipe
Total Temporary Wetland Impacts = 2.579 Ac
Total Permanent Wetland Impacts = 0.745 Ac
County of Harnett Marziano & Minier, PA
Wetland Impacts Page 5 of 5 Consulting Engineers
2. STREAM IMPACTS
a, w
d 0 a H
O O TYPE OF 4
Q
Z

F" Z W a

??
U IMPACT
o: Z
Op

Z
STREAM NAME
Q
`?
?G
p?.

? > A W W
Q H aw. a ¢ J aw. ?
16 3 Ditch X-ing wBuried T 60 U.N.T. of Cape 6 I
Pie Fear
2 d 4 Ditch X-ing wBuried T 55 U.N.T. of Cape 10 I
Pie Fear
3a 5 Ditch Pipe & Fill for P 42 U.N.T. of Cape 6 I
Maint. Fear
3b 5 Branch Pipe & Fill for P 42 U.N.T. of Cape 10 P
Maint. Fear
4a 6 Ditch X-ing wBuried T 60 U.N.T. of Cape 4 I
Pie Fear
4b 6 Ditch X-ing wBuried T 60 U.N.T. of Cape 6 I
Pie Fear
4c 6 Ditch X-ing wBuried T 60 U.N.T. of Cape 4 I
Pie Fear
5 7 Branch X-ing wBuried T 60 U.N.T. of Cape 6 P
Pie Fear
6 7 Ditch X-ing w/Buried T 60 U.N.T. of Cape 6 I
Pie Fear
7 7 Branch Pipe on Piers T 36 U.N.T. of Neills 10 P
Const.Impact Ck.
8 8 Branch Pipe on Piers T 40 U.N.T. of Neills 10 P
Const. Impact Ck.
13b 10 Ditch X-ing w/Buried T 60 U.N.T. of Neills 21 I
Pie Ck.
16c 12 Branch X-ing wBuried T 45 U.N.T. of Cape 5 P
Pie Fear
18 13 Creek X-ing w/Buried T 48 Neills Ck. 25 P
Pipe
19a 14 Creek X-ing wBuried T 48 Neills Ck. 22 P
Pipe
19b 14 Ditch X-ing w/Buried T 48 U.N.T. of Cape 7 I
Pie Fear
20 14 Branch X-ing w/Buried T 48 U.N.T. of Neills 5 P
Pipe Ck.
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 1 of 5 Consulting Engineers
2. STREAM IMPACTS

O
Z O
Z -
W a TYPE OF Z H
¢
STREAM NAME d O '? w
c4 -?
W Q E
r? IMPACT r?
O 0 d
v? a z
ZO?
E
E P. Z C7 W
?
Q H

21 a 15 Branch X-ing wBuried T 84 U.N.T. of Neills 8 P
Pie Ck.
21 b 15 Ditch X-ing wBuried T 50 U.N.T. of Neills 10 I
Pie Ck.
21c 15 Ditch X-ingw/Buried T 35 U.N.T. of Neills 10 I
Pie Ck.
22 a 15 Creek X-ing wBuried T 48 Neills Ck 30 P
Pipe
22 b 16 Drain X-ing w/Buried T 48 U.N.T. of Neills 24 P
Canal Pie Ck.
24 16 Ditch/ X-ing w/Buried T 48 U.N.T. of Neills 3 P
Branch pipe Ck.
25 17 Ditch/ X-ing wBuried T 48 U.N.T. of Neills 8 P
Branch Pie Ck.
29 19 Ditch X-ing wBuried T 48 U.N.T. of Neills 5 I
Pie Ck.
29-I 19A Branch X-ing wBuried T 48 U.N.T. of Neills 5 P
Pie Ck.
29- 19 A Branch X-ing w/Buried T 48 U.N.T. of Neills 5 P
Ila Pie Ck.
30 20 Branch X-ing wBuried T 48 U.N.T. of Neills 15 P
Pipe Ck.
31 20 Branch X-ing wBuried T 48 U.N.T. of Neills 3 P
Pipe Ck.
33 c 22 Ditch X-ing wBuried T 63 U.N.T. of Neills 3 I
Pie Ck.
34 c 23 Ditch X-ing w/Buried T 48 U.N.T. of Neills Ck 3 I
Pipe
35 23 Creek X-ing w/Buried T 48 Neills Creek 16 P
Pipe
36a 24 Branch X-ing wBuried T 125 U.N.T. of Neills Ck 30 P
Pipe
36b 24 Branch X-ing wBuried T 48 Neills Creek 24 P
Pipe
38 a 25 Branch X-ing w/Buried T 35 U.N.T. of Kenneth 27 I
Pipe Ck
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 2 of 5 Consulting Engineers
2. STREAM IMPACTS
a.

O O w o
TYPE OF
F- 0 U

TREAM NAME 0

U
w P. F,
`r' IMPACT o z 0 a Cn a1 a ?? O 5
' v
H
CIO v z

a Q5
Q a
w
Q H a ¢ w
P.
40 26 Branch X-ing w/Buried T 38 U.N.T. of 5 P
Pie Kenneth Ck.
41 26 Branch X-ing w/Buried T 38 U.N.T. of 12 I
Pipe Kenneth Ck
42 27 Creek X-ing w/Buried T 48 Kenneth Creek 24 P
Pipe
43 a 27 Creek X-ing wBuried T 48 Kenneth Creek 26 P
Pipe
43 b 27 Creek X-ing wBuried T 48 Kenneth Creek 24 P
Pipe
43 c 27 Creek X-ing w/Buried T 48 Kenneth Creek 21 P
Pipe
45 a 29 Branch X-ing w/ Buried T 48 U.N.T. of 5 P
Pie Kenneth Ck.
45 c 29 Creek X-ing w/ Buried T 48 Kenneth Creek 30 P
Pipe
45- 29 Ditch X-ing w/ Buried T 48 U.N.T. of 6 I
la Pie Kenneth Ck.
45- 29 Ditch X-ing w/ Buried T 48 U.N.T. of 6 I
lb Pie Kenneth Ck.
46 a 29 A Ditch X-ing w/ Buried T 55 U.N.T. of 5 I
Pipe Kenneth Ck.
46 b 29 A Creek X-ing w/ Buried T 48 Kenneth Creek 35 P
Pipe
46 c 29 A Branch X-ing w/ Buried T 48 U.N.T. of 3 I
Pie Kenneth Ck.
46 d 29 A Creek X-ing w/ Buried T 48 Kenneth Creek 29 P
Pipe
47 30 Branch X-ing w/ Buried T 38 U.N.T. of 6 P
Pie Kenneth Ck.
48 30 Creek X-ing w/ Buried T 48 Kenneth Creek 28 P
Pipe
49 30 Creek X-ing w/ Buried T 38 Kenneth Creek 29 P
Pipe
50a 31 Creek X-ing w/ Buried T 48 Kenneth Creek 30 P
Pipe
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 3 of 5 Consulting Engineers
2. STREAM IMPACTS

z
TYPE OF
a U
Q
0
IMPACT H STREAM NAME ad, a Z
U
0 x
o
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50 c 31 Creek X-ing w/ Buried T 48 Kenneth Creek 26 P
Pipe
51 31 Creek X-ing w/ Buried T 48 Kenneth Creek 28 P
Pipe
52 32 Creek X-ing w/ Buried T 48 Kenneth Creek 25 P
Pipe
53 a 32 Creek X-ing w/ Buried T 48 Kenneth Creek 20 P
Pipe
53 b 32 Creek X-ing w/ Buried T 48 Kenneth Creek 25 P
Pipe
54 33 Branch X-ing wBuried T 48 U.N.T. of Kenneth 20 P
Pie Ck.
54-I 33 Ditch X-ing wBuried T 48 U.N.T. of Kenneth 7 I
Pie Ck
55 33 Creek X-ing w/Buried T 48 Kenneth Creek 15 P
Pipe
56 a 34 Creek X-ing wBuried T 38 Kenneth Creek 16 P
Pipe
56 b 34 Creek X-ing w/Buried T 38 Kenneth Creek 14 P
Pipe
57 a 34 Creek X-ing w/Buried T 38 Kenneth Creek 13 P
Pipe
57 b 34 Creek X-ing wBuried T 38 Kenneth Creek 15 P
Pipe
58 35 Creek X-ing wBuried T 38 Kenneth Creek 20 P
Pipe
59 a 35 Creek X-ing w/Buried T 38 Kenneth Creek 20 P
Pipe
59 b 35 Branch X-ing w/Buried T 38 U.N.T. of Kenneth 8 1
Pie Ck.
60 36 Creek X-ing wBuried T 38 Kenneth Creek 1 P
Pipe
61 37 Creek X-ing wBuried T 40 Dry Creek 20 P
Pipe
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 4 of 5 Consulting Engineers
2. STREAM IMPACTS

0
TYPE OF x
o a
a _
0-
IMPACT Z
?w
w STREAM NAME
dow
a
U ?z
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62 38 Branch X-ing Nv/Buried T 40 U.N.T. of Cape Fear 4 P
Pipe
63 38 Branch X-ing w/Buried T 40 U.N.T. of Cape Fear 7 P
Pipe
64 38 Branch X-ing wBuried T 50 U.N.T. of Cape Fear 2 P
Pipe
65 39 Branch X-ing w/Buried T 28 U.N.T. of Cape Fear 4 P
Pipe
66 39 Branch X-ing wBuried T 81 U.N.T. of Cape Fear 4 P
Pipe
67 a 40 Ditch X-ing w/Buried T 60 U.N.T. of Cape Fear 17 I
Pipe
67b 40 River X-ing wBuried T 60 Cape Fear River 470 P
Pipe
68 41 Ditch X-ing wBuried T 60 U.N.T. of Cape Fear 20 1
Pipe
69 42 Ditch X-ing -vv/Buried T 30 U.N.T. of Cape Fear 8 I
Pipe
70 43 Ditch X-ing wBuried T 60 U.N.T. of Cape Fear 8 I
Pipe
71 44 Branch X-ing wBuried T 75 U.N.T. of Cape Fear 6 P
Pipe
Total Temporary Stream Impacts= 3899 LF
Total Permanent Stream Impacts = 84 LF
County of Harnett Marziano & Minier, P.A.
Stream Impacts Page 5 of 5 Consulting Engineers
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CAROUNA
North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor a -?.-,=&
William G. Ross Jr., Secretary MCDEAR
James D. Simons, P.G., P.E.
Director and State Geolobist
Division of Land Resources
July 25, 2003
Rodney M. Tart
Dept. of Public Utilities
PO Box 1119
Lillington, NC 27546
Dear Rodney M. Tart:
Re: Approval of Soil Erosion and
Sediment Control Plan
Harnett Co. WW Interceptor & Plan
Harnett County, North Carolina
The review of the above-referenced erosion control plan has been completed. The plan
has been found to be acceptable subject to the following stipulations:
1. Enclosed is a Certificate of Plan Approval, which must be displayed at the job site. Title
15A, Section 413.0127(c) of the North Carolina Administrative Code requires that no person
may initiate a land-disturbing activity before notifying this agency of the date the land-
disturbing activity will begin. Failure to provide notification will result in a violation of this
plan approval.
2. In order to ensure the early coordination and implementation of the erosion control plan for
this project, it is requested that a preconstruction conference be held. As a minimum,
representatives of the owner, engineer, contractor, and this office should attend, subject to the
availability of staff. Please notify Lee Ward of this office as to when this conference is
scheduled. It is also requested that you notify this office of the proposed starting date for this
project.
3. Title 15, Section 413.0017 (A) of the North Carolina Administrative Code requires that a copy
of the approved plan be on file at the job site and that inspections of the project be made by
this office to ensure compliance with the approved plan.
4. Please note that this approval is based in part on the accuracy of the information provided in
the Financial Responsibility/Ownership Form, which you provided. You are required to file
an amended form if there is any change in the information included on the form.
Land Quality Section [phone] Fax [phone]
225 Green Street, Suite 714/ Systel Building, Fayetteville, North Carolina 28301-5043
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50°b RECYCLED / 1096 POST CONSUMER PAPER
Rodney M. Tart
Harnett Co. WW Interceptor & Plan
5. Acceptance and approval of this plan is conditioned upon your compliance with federal and
state water quality laws, regulations, and rules. In addition, local city or county ordinances or
rules may also apply to this land-disturbing activity. This does not supersede any other
permit or approval. The developer is responsible for obtaining any and all permits and
approvals necessary for the developing of this project prior to the commencement of this
land-disturbing activity. This could include the Division of Water Quality under storm water
regulations, the US Army Corps of Engineers under Article 404 jurisdiction, local county or
town agencies under their local ordinances, or others that may be required. This approval
cannot supersede any other permit or approval; however, in the case of a Cease and Desist
Order from the Corps of Engineers, that Order would only apply to wetland areas. All other
lands must still be in compliance with the Sedimentation Pollution Control Act.
6. If any area on site falls under the jurisdiction of Section 404 of the Clean Water Act, the
developer is responsible to the orders of the US Army Corps of Engineers. Any erosion
control measures that fall within jurisdictional wetland area must be relocated to the
transition point between the wetlands and the highlands to assure that the migration of
sediment will not occur. If that relocation presents a problem or contradicts any requirements
of the Corps of Engineers, it is the responsibility of the developer to inform the Land Quality
Section's Regional Office so that an adequate contingency plan can be made to assure
sufficient erosion control on-site. Failure to do so will be considered a violation of this
approval.
7. Any borrow material brought onto this site must be from a legally permitted mine site or
other approved source. A single use borrow site is only permissible if all of the following
apply: (1) The excavation or grading is conducted to provide soil or other unconsolidated
material to be used without further processing for a single off-site construction project for
which an erosion control plan has been approved in accordance with Article 4 of Chapter
113A of the NCGS. (2) The affected land, including nonpublic access roads, does not exceed
five acres. (3) The excavation or grading is completed within one year. (4) the excavation or
grading does not involve blasting, the removal or material from rivers of streams, the disposal
of off-site waste on the affected land, or the surface disposal of groundwater beyond the
affected land. (5) The excavation or grading is not in violation of any local ordinance. (6)
An erosion control plan for the excavation or grading has been approved in accordance with
Article 4 of Chapter 113A of the NCGS.
Following the completion of the project, you should notify this office to schedule a final
inspection. The purpose of this inspection is to ensure that all erosion control requirements
have been met.
9. This project is subject to the National Pollutant Discharge Elimination System (NPDES) and
covered by the enclosed general storm water permit NCGO10000 (Construction Activities).
You should become familiar with all of the requirements for compliance with the enclosed
general permit.
Rodney M. Tart
Harnett Co. WW Interceptor &: Plan
This approval is subject to the satisfactory performance of the erosion control measures
under field conditions. Should it be determined that the requirements of the Sedimentation
Pollution Control Act of 1973 (GS 113A, 51-66) are not being met, revisions to the plan and its
implementation will be required.
This permit allows for a land disturbance, as called for on the application plan, not to exceed
165.6 acres and/or the limits of the submitted plans. Exceeding these limits will be a violation of
this permit and would require a revised plan and additional application fee. Amendments to the
plan should be submitted to this office under the same procedures as followed for the original plan.
This plan approval shall expire three (3) years following the date of approval, if no land-disturbing
activity has been undertaken, as is required by Title 15A NCAC 4B .0029.
We look forward to working with you on this project.
Sincerely,
4
t '
Gerald Lee, C.P.E.S.C.
Assistant Regional Engineer
Land Quality Section
GL/fcp
Enclosure
cc: Marziano & Minier, PA
, Building Inspector
LQ Section Regional File
Ricky Revels, Water Quality Section
Project Name: Harnett Co. WW Interceptor & Plan
Project Number: Harne-2004-002
Submitted By: Marziano & Minier, PA
Date Received by LQ: 07/02/2003
River Basin: Cape Fear
?]EI[I?TOi?CAT]E OF PLAN APPROVAL
The posting of this certificate certifies that an erosion and sedimentation control plan
has been approved for this project by the North Carolina Department of Environment
and Natural Resources in accordance with North Carolina General Statute 113A - 57 (4) and
113A - 54 (d) (4) and North Carolina Administrative Code, Title 15A, Chapter 4B.0107 (c).
This certificate must be posted at the primary entrance of the job site before construction
begins and until establishment of permanent groundcover as required by North Carolina
Administrative Code, Title 15A, Chapter 4B.0127 (b).
Harentt County Wastewater Interceptor & Plan - Harnett County, North Carolina
Project Name and Location
July 25, 2003
Date of Plan Approval
f `?,
,r
..: 4p Regional Engineer
O? W AT ?RQG
(O?16 a =1
Michael F. Easley
Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
NPDES STORMWATER DISCHARGE PERMIT
FOR CONSTRUCTION ACTIVITIES
Regulations adopted by the US Environmental Protection Agency (US EPA) and by the North Carolina Division of Water
Quality require that a National Pollutant Discharge Elimination System (NPDES) permit be obtained for stormwater
discharges from construction activities with land disturbance of 5 or more acres (1 or more acres after March 10, 2003).
This permit is in addition to your approved erosion and sedimentation control plan approval. The Division of Water Quality
is delegated by the US EPA to administer the NPDES permit program in North Carolina. You have been given a copy of
this General Permit and coverage under this general permit because your project is subject to these NPDES permitting
requirements. You must comply with the applicable terms and conditions of this General Permit and you are
subject to enforcement by the Division of Water Quality for any violations of the General Permit. It is not
necessary to file a Notice of Intent to be covered by this General Permit nor to receive a Certificate of Coverage from the
Division of Water Quality. If you do not wish to be covered by this general permit you may make application to the
Division of Water Quality to be covered under an individual stormwater NPDES permit.
Description of Provisions
The General Permit is tied to an approved Erosion and Sedimentation Control Plan issued by the North Carolina Division
of Land Resources, or an approved Local Program. Adherence to the Erosion and Sedimentation Control Plan is an
enforceable component of the General Permit. The General Permit not only requires adherence to the approved Erosion
and Sedimentation Control Plan, but also includes other limitations and controls. Some of the major items are outlined
below.
• Coverage -The permit covers projects that disturb 5 or more acres of land until March 10, 2003 when this threshold
will be dropped to cover projects disturbing one or more acre of land.
• Inspections - The permittee must inspect all erosion and sedimentation control facilities and also must observe
runoff at stormwater discharges in accordance with the general permit (see Part I Section B for specific frequencies,
etc.). Discharges to certain impaired waters require more frequent inspections.
• Records - Records of inspections must be maintained with a copy of the approved Erosion and Sedimentation
Control Plan at the project site. An example of a potential inspection log is attached for your use.
• The General Permit has other provisions that address areas that could effect stormwater runoff from construction
activity that are not a part of an erosion and sedimentation control plan. These areas are addressed in Part I
Section A. of the General Permit and include matters such as demolition debris, chemical usage, and oil spills that
may contaminate stormwater runoff on a construction site.
Please note that there are other provisions in the permit and you should read and become familiar with all of these
conditions.
If You Have Questions About the General Permit
Questions concerning the General Permit requirements can be addressed to the Division of Water Quality Regional
Office. Office locations and phone numbers are as follows:
Asheville Regional Office......... 828/251-6208
Fayetteville Regional Office...... 910/486-1541
Mooresville Regional Office...... 704/663-1699
Raleigh Regional Office........... 919/571-4700
Washington Regional Office...... 252/946-6481
Wilmington Regional Office....... 910/395-3900
Winston-Salem Regional Office... 336/771-4600
Central Office ......................... 919/733-5083
For more information regarding the Programs of the Division of Water Quality, Stormwater and General Permits Unit, see
our home page at: http://h2o.enr.state.nc.us/su/stormwater.html
NCDENR
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
1 800 623-7748
STORMWATER INSPECTIONS FOR GENERAL PERMIT NCGO10000 - LAND DISTURBING ACTIVITIES
PROJECT:
MONITORING FOR THE WEEK BEGINNING:
RAINFALL:
Date Amount _ Initials
Of
(inches)
Rain
By this signature, I certify (in accordance with Part II
Section B,10 of the NCG010000 permit) that this report is
accurate and complete to the best of my knowledge:
(Signature of Permitee or Designee)
EROSION AND SEDIMENTATION CONTROL FACILITIES INSPECTED: (At least once [twice, if on 303(d) listed stream for construction related parameters*]

;Facility
Identification
Date of
inspection
Operating
Properly,
(Y/N) r.uu WILUIIl 114 nours or a ramtal101 U.!) inches per 24 hours)
Describe corrective actions taken (may need to.attach additional information)

Stornmaler Date Cl
t Fl
i

Discharge
Outfall
Identificafi ari
y oat
ng
solids Suspended
Solids Oil Sheen Other obvious
indicators of
stormwater
ll
ti
n Visible
sediment
leaving If yes, describe actions taken to
prevent future releases
(may need to attach additional Describe measures taken to clean up:
sediment outside of the disturbed
limits

on. po
u
o
(list & describe) the-site?
(Y/N) information) (rnay need to attach?additional
information)

Clarity: Choose the number which best describes the clarity of the discharge where 1 is clear and 10 is very cloudy
Floating Solids: Choose the number which best describes the amount of floating solids in the discharge where 1 is no solids and 10 the surface is covered in floating solids
Suspended Solids: Choose the number which best describes the amount of suspended solids in the discharge where 1 is no solids and 10 is extremely muddy
Oil Sheen: Is there an oil sheen in the stormwater discharge? Y or N
OBSERVATIONS OF RUNOFF AT STORMWATER DISCHARGE OUTFALLS: (At least once [twice, if on 303(d) listed stream for construction related parameters *]
er seven calendar days And within 24 hours of a rainfall of 0.5 inches per 24 hours)
* 303(d) listed streams for construction related parameters - The latest approved list may be obtained from the Division of Water Quality, or from the following website location:
http://it2o.ennstate.ne.us/stdconstruction303d
Permit No. NCG010000
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by North Carolina Environmental
Management Commission and the Federal Water Pollution Control Act as amended,
All owners or operators of stormwater point source discharges associated with construction
activities including clearing, grading and excavation activities resulting in the disturbance of land
are hereby authorized to discharge stormwater to the surface waters of North Carolina or to a
separate storm sewer system conveying stormwater to the surface waters.
The General Permit shall become effective on October 1, 2001.
The General Permit shall expire at midnight on September 30, 2006.
Signed this day October 1, 2001.
Grego F.X ' e, Ph.DffActing Director
Divisi ter Quality
Bte ty of the Environmental Management Commission
Page 1 of 20 Pages
Permit No. NCGO10000
PERMITTED ACTIVITIES
Until this permit expires or is modified or revoked, the permittee is authorized to discharge
stormwater which has been adequately treated and managed in accordance with an approved
Erosion and Sedimentation Control Plan by the North Carolina Division of Land Resources,
Land Quality Section, or a delegated local program under the provisions and requirements of
North Carolina General Statute 113A - 54.1 to the surface waters of North Carolina or to a
separate storm sewer system. All discharges shall be in accordance with the attached schedules
as follows:
Part I: Monitoring, Controls, and Limitations for Permitted Discharges
Part II: Standard Conditions
Any other point source discharge to surface waters of the state is prohibited unless covered by
another permit, authorization or approval. The discharges allowed by this General Permit shall
not cause or contribute to violations.of Water Quality Standards. Discharges allowed by this
permit must meet applicable wetland standards as outlined in 15A NCAC 2B .0230 and .0231
and water quality certification requirements as outlined in 15A NCAC 2H.0500.
This permit does not relieve the permittee from responsibility for compliance with any other
applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree.
General Permit Coverage
This General Permit is applicable to point source discharges from construction activities
disturbing five acres of land prior to March 10, 2003. As of March 10, 2003, this permit will be
applicable to point source discharges of stormwater from construction activities disturbing one or
more acres of land. The submission of a proposed Erosion and Sedimentation Control Plan to
the Division of Land Resources or delegated local program shall be considered to take the place
of a Notice of Intent for coverage under this General Permit for those projects requiring this
Permit coverage. Coverage under this General Permit shall become effective upon issuance of an
approval for the Erosion and Sedimentation Control Plan by the Land Quality Section of the
Division of Land Resources or delegated local program. Prior to the commencement of
construction and land disturbing activities approval of the Erosion and Sedimentation Control
Plan shall be obtained.
Any owner or operator not wishing to be covered or limited by this General Permit may make
application for an individual NPDES permit in accordance with NPDES procedures in 15A
NCAC 2H .0100, stating the reasons supporting the request. Any application for an individual
permit should be made at least 180 days prior to the time the permit is needed .
This General Permit does not cover activities or discharges covered by an individual NPDES
permit until the individual permit has expired or has been rescinded. Any person conducting an
activity covered by an individual permit but which could be covered by this General Permit may
request that the individual permit be rescinded and coverage under this General Permit be
provided.
Page 2 of 20 Pages
Permit No. NCGO10000
PART I
MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES
SECTION A: FINAL LIMITATIONS AND CONTROLS FOR STORMWATER
DISCHARGES
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge stormwater associated with construction activity. Such
discharges shall be controlled, limited and monitored as specified below.
1. Prior to the commencement of construction, the permittee shall submit for approval a
Erosion and Sedimentation Control Plan (plan) to the Department of Environment, and
Natural Resources, Division of Land Resources, Land Quality Section, (or an approved
local program) pursuant to the requirements of NC G.S. 113A-54.1 and in conformity
with rules adopted by the North Carolina Sedimentation Control Commission.
2. The Permittee shall implement the plan, which has been approved by the approval
authority. The approved plan is considered a requirement or condition of this general
permit. Deviation from the approved plan, or approved amendment to the plan, shall
constitute a violation of the terms and conditions of this general permit except that
deviation from the approved plan will be allowed (1) to correct an emergency situation
where sediments are being discharged off the site or (2) when minor modifications have
been made for the purpose of improving the performance of the erosion and
sedimentation control measures and notification of the minor modification has been made
to the Division of Land Resources (or approved local program). Such a deviation from
the approved plan shall be noted on the approved plan maintained at the job site. During
active construction, a copy of the approved plan shall be maintained on the site.
3. Equipment utilized during the construction activity on a site must be operated and
maintained in such a manner as to prevent the potential or actual pollution of the surface
or ground waters of the state. Fuels, lubricants, coolants, and hydraulic fluids, or any
other petroleum products, shall not be discharged onto the ground or into surface waters.
Spent fluids shall be disposed of in a manner so as not to enter the waters, surface or
ground, of the state and in accordance with applicable state and federal disposal
regulations. Any spilled fluids shall be cleaned up to the extent practicable and disposed
of in a manner so as not to allow their entry into the waters, surface or ground, of the
state.
4. Herbicide, pesticide, and fertilizer usage during the construction activity shall be
consistent with the Federal Insecticide, Fungicide, and Rodenticide Act and shall be in
accordance with label restrictions.
Page 3 of 20 Pages
Permit No. NCGO10000
5. All wastes composed of building materials shall be disposed of in accordance with North
Carolina General Statutes, Chapter 130A, Article 9 - Solid Waste Management, and rules
governing the disposal of solid waste (North Carolina Administrative Code Section 15A
NCAC 13B).
6. The Permittee shall control the management and disposal of litter and sanitary waste from
the site such that no adverse impacts to water quality occur.
Page 4 of 20 Pages
Permit No. NCG010000
SECTION B: MINIMUM MONITORING AND REPORTING REQUIREMENTS
Minimum monitoring and reporting requirements are as follows unless otherwise approved in
writing by the Director of the Division of Water Quality.
1. All erosion and sedimentation control facilities shall be inspected by or under the
direction of the permittee at least once every seven calendar days (at least twice every
seven days for those facilities discharging to waters of the State listed on the latest EPA
approved 303(d) list for construction related indicators of impairment such as turbidity or
sedimentation**) and within 24 hours after any storm event of greater that 0.5 inches of
rain per 24 hour period. A rain gauge shall be maintained on the site and a record of the
rainfall amounts and dates shall be kept by the permittee.
(** The latest approved list may be obtained from the Division of Water Quality, or from
the following website location: http://h2o.Mr.state.nc.us/szr/constnmction303d)
2. Once land disturbance has begun on the site, stormwater runoff discharges shall be
inspected by observation for stormwater discharge characteristics as defined below at the
frequency in #1 above to evaluate the effectiveness of the pollution control facilities or
practices. If any visible sedimentation is leaving the disturbed limits of the site,
corrective action shall be taken immediately to control the discharge of sediments outside
the disturbed limits.
Stormwater Discharge
Characteristics Monitoring
'I el Monitoring
Location2
Clarity SDO
Floating Solids SDO
Suspended Solids SDO
Oil Sheen SDO
Other obvious indicators
of stormwater pollution SDO
Footnotes:
1 Monitoring Type: The monitoring requires a qualitative observation of each
stormwater outfall. No analytical testing or sampling is required.
2 Sample Location: Stormwater Discharge Outfall (SDO)
3. The operator shall keep a record of inspections. Visible sedimentation found outside of
the disturbed limits shall be recorded and a brief explanation kept with the records as to
the measures taken to control future releases. Any measures taken to clean up the
sediment that has left the disturbed limits shall also be recorded. These records shall be
made available to DWQ or authorized agent upon request.
Page 5 of 20 Pages
Permit No. NCGO10000
SECTION C: SCHEDULE OF COMPLIANCE
1. The permittee shall comply with Final Limitations and Controls specified for stormwater
discharges once disturbance has begun on the site and until completion of construction or
development and the establishment of a permanent ground cover..
2. During construction and until the completion of a construction or development and the
establishment of a permanent ground cover, the permittee shall provide the operation and
maintenance necessary to operate the storm water controls at optimum efficiency.
Page 6 of 20 Pages
Permit No. NCGO10000
PART II
STANDARD CONDITIONS
SECTION A: DEFINITIONS
1. Act or "the Act" or CWA
The Federal Water Pollution Control Act, also known as the Clean Water Act, as
amended, 33 USC 1251, et. seq.
2. Best Management Practices (BMPs)
Schedules of activities, prohibitions of practices, maintenance procedures, and other
management practices to prevent or reduce the pollution of waters of the United States.
BMPs also include treatment requirements, operation procedures, and practices to control
plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw
material storage.
3. DWO or Division
The Division of Water Quality, Department of Environment, and Natural Resources.
4. Director
The Director of the Division of Water Quality, the permit issuing authority.
5. EMC
The North Carolina Environmental Management Commission.
6. Permittee
The person who signed as the financially responsible party on the Erosion and
Sedimentation Control Plan.
7. Point Source Discharge
Any discernible, confined and discrete conveyance, including but specifically not limited
to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling
stock, or concentrated animal feeding operation from which pollutants are or may be
discharged to waters of the state.
8. Administrator
The Adminstrator of the U. S. Environmental Protection Agency
Page 7 of 20 Pages
Permit No. NCGO10000
SECTION B: GENERAL CONDITIONS
1. Duty to Comply.
The permittee must comply with all conditions of this general permit. Any permit
noncompliance constitutes a violation of the Clean Water Act and is grounds for:
enforcement action; certificate of coverage termination, revocation and reissuance, or
modification; or denial of a certificate of coverage upon renewal application.
(a) The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage
sludge use or disposal established under section 405(d) of the CWA within the time
provided in the regulations that establish these standards or prohibitions or standards for
sewage sludge use or disposal, even if the permit has not yet been modified to incorporate
the requirement.
(b) The Clean Water Act provides that any person who violates section 301, 302, 306,
307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any
such sections in a permit issued under section 402, or any requirement imposed in a
pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $27,000 per day for each violation. The Clean
Water Act provides that any person who negligently violates sections 301, 302, 306, 307,
308, 318, or 405 of the Act, or any condition or limitation implementing any of such
sections in a permit issued under section 402 of the Act, or any requirement imposed in a
pretreatment program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject
to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment of not
more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than
$50,000 per day of violation, or by imprisonment of not more than 2 years, or both. Any
person who knowingly violates such sections, or such conditions or limitations is subject
to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not
more than 3 years, or both. In the case of a second or subsequent conviction for a
knowing violation, a person shall be subject to criminal penalties of not more than
$100,000 per day of violation, or imprisonment of not more than 6 years, or both. Any
person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any of such sections in a permit
issued under section 402 of the Act, and who knows at that time that he thereby places
another person in imminent danger of death or serious bodily injury, shall, upon
conviction, be subject to a fine of not more than $250,000 or imprisonment of not more
than 15 years, or both.' In the case of a second or subsequent conviction for a knowing
endangerment violation, a person shall be subject to a fine of not more than $500,000 or
by imprisonment of not more than 30 years, or both. An organization, as defined in
section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating the imminent
danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions.
(c) Under state law, a daily civil penalty of not more than ten thousand dollars
($10,000) per violation may be assessed against any person who violates or fails to act in
Page 8 of 20 Pages
Permit No. NCGO10000
accordance with the terms, conditions, or requirements of a permit. [Ref: NC General
Statutes 143-215.6A].
(d) Any person may be assessed an administrative penalty by the Administrator for
violating section 301, 302, 306, 307, 308, 31.8 or 405 of this Act, or any permit condition
or limitation implementing any of such sections in a permit issued under section 402 of
this Act. Administrative penalties for Class I violations are not to exceed $11,000 per
violation, with the maximum amount of any Class I penalty assessed not to exceed
$27,500. Penalties for Class H violations are not to exceed $11,000 per day for each day
during which the violation continues, with the maximum amount of any Class II penalty
not to exceed $137,500.
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in
violation of this general permit which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liability
Except as provided in Section C. of this permit regarding bypassing of stormwater control
facilities, nothing in this general permit shall be construed to relieve the permittee from
any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-
215.3, 143-215.6A, 143-215.6B, 143-215.6C or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the permittee is responsible for consequential damages, such as fish
kills, even though the responsibility for effective compliance may be temporarily
suspended.
4. Oil and Hazardous Substance Liability
Nothing in this general permit shall be construed to preclude the institution of any legal
action or relieve the permittee from any responsibilities, liabilities, or penalties to which
the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the
Federal Act, 33 USC 1321. Furthermore, the permittee is responsible for consequential
damages, such as fish kills, even though the responsibility for effective compliance may
be temporarily suspended.
5. Property Rights
The issuance of this general permit does not convey any property rights in either real or
personal property, or any exclusive privileges, nor does it authorize any injury to private
property or any invasion of personal rights, nor any infringement of Federal, State or
local laws or regulations.
6. Severability
Page 9 of 20 Pages
Permit No. NCGO10000
The provisions of this general permit are severable, and if any provision of this general
permit, or the application of any provision of this general permit to any circumstances, is
held invalid, the application of such provision to other circumstances, and the remainder
of this general permit, shall not be affected thereby.
7. Dui to Provide Information
The permittee shall furnish to the Director, within a reasonable time, any information
which the Director may request to determine whether cause exists for modifying,
revoking and reissuing, or terminating the certificate of coverage issued pursuant to this
general. permit or to determine compliance with this general permit. The permittee shall
also furnish to the Director upon request, copies of records required to be kept by this
general permit.
8. When an Individual Permit may be Required
The Director may require any owner/operator authorized to discharge under a certificate
of coverage issued pursuant to this general permit to apply for and obtain an individual
permit or an alternative general permit. Any interested person may petition the Director
to require an individual permit pursuant to 15A NCAC 2H .0127. Cases where an
individual permit may be required include, but are not limited to, the following:
a. . The discharger is a significant contributor of pollutants;.
b. Conditions at the permitted site change, altering the constituents and/or
characteristics of the discharge such that the discharge no longer qualifies for a
General Permit;
The discharge violates the terms or conditions of this general permit;
d. A change has occurred in the availability of demonstrated technology or practices
for the control or abatement of pollutants applicable to the point source;
e. Effluent limitations are promulgated for the point sources covered by this general
permit;
f. A water quality management plan containing requirements applicable to such
point sources is approved after the issuance of this general permit.
g. The Director determines at his own discretion that an individual permit is
required.
9. When an Individual Permit may be Requested
Any permittee operating under this general permit may request to be excluded from the
coverage of this general permit by applying for an individual permit. When an individual
Page 10 of 20 Pages
Permit No. NCGOI0000
permit is issued to an owner/operator the applicability of this general permit is
automatically terminated on the effective date of the individual permit.
10. Signatory Requirements
a. All applications, reports, or information submitted to the Director shall be signed and
certified as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this
Section, a responsible corporate officer means: (a) a president, secretary, treasurer
or vice president of the corporation in charge of a principal business function, or
any other person who performs similar policy or decision making functions for
the corporation, or (b) the manager of one or more manufacturing production or
operating facilities provided the manager is authorized to make management
decisions which govern the operation of the regulated facility including having the
explicit or implicit duty of making major capital investment recommendations,
and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager
can ensure that the necessary systems established or actions taken to gather
complete and accurate information for permit application requirements; and where
authority to sign documents has been assigned or delegated to the manager in
accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a-principal
executive officer or ranking elected official.
b. All reports required by the general permit and other information requested by the Director
shall be signed by a person described above or by a duly authorized representative of that
person. A person is a duly authorized representative only if.
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility
for the overall operation of the regulated facility or activity, such as the position
of plant manager, operator of a well or well field, superintendent, a position of
equivalent responsibility, or an individual or position having overall responsibility
for environmental matters for the company. (A duly authorized representative
may thus be either a named individual or any individual occupying a named
position.); and
(3) The written authorization is submitted to the Director.
C. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification:
Page 11 of 20 Pages
Permit No. NCGO10000
"I certify, under penalty of law, that this document and all attachments were
prepared under my direction or supervision in accordance with a system designed
to assure that qualified personnel properly gather and evaluate the information
submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information, the
information submitted is, to the best of my knowledge and belief; true, accurate,
and complete. I am aware that there are significant penalties for submitting false
information, including the possibility of fines and imprisonment for knowing
violations."
11. General Permit Modification Revocation and Reissuance or Termination
The issuance of this general permit does not prohibit the Director from reopening and
modifying the general permit, revoking and reissuing the general permit, or terminating
the general permit as allowed by the laws, rules, and regulations contained in Title 40,
Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-
215.1 et. seq.
Page 12 of 20 Pages
Permit No. NCGO10000
SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the
permittee to achieve compliance with the conditions of this general permit.
2. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
condition of this general permit.
3. Bynassing of Stormwater Control Facilities
a. Definitions
(1) "Bypass" means the intentional diversion of stormwater from any portion of a
stormwater control facility including the collection system, which is not a
designed or established or operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property,
damage to the control facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be
expected to occur in the absence of a bypass. Severe property damage does not
inean economic loss caused by delays in production.
b. Bypass Not Exceeding Limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations to
be exceeded, but only if it also is for essential maintenance to assure efficient operation.
These bypasses are not subject to the provisions of Paragraphs c. and d. of this section.
C. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice within 24 hours of an
unanticipated bypass as required in Part II, E. 1(b)(1) of this general permit. (24-
hour notice).
d. Prohibition of Bypass
Page 13 of 20 Pages
Permit No. NCGO10000
Bypass is prohibited and the Director may take enforcement action against a permittee
for bypass, unless:
(1) Bypass was unavoidable to prevent loss of life, personal injury or severe property
damage;
(2) There were no feasible alternatives to the bypass, such as the use of auxiliary
control facilities, retention of stormwater or maintenance during normal periods of
equipment downtime or dr_,_y weather. This condition is not satisfied if adequate
backup controls should have been installed in the exercise of reasonable
engineering judgment to prevent a bypass which occurred during normal periods
of equipment downtime or preventive maintenance; and
(3) The permittee submitted notices as required under Paragraph c. of this section.
The Director may approve an anticipated bypass, after considering its adverse effects, if
the Director determines that it will meet the three conditions listed above in Paragraph d.
of this section.
4. Upsets
a. Definition
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include
noncompliance to the extent caused by operational error, improperly designed treatment
or control facilities, inadequate treatment or control facilities, lack of preventive
maintenance, or careless or improper operation.
b. Effect of an Upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with
technology based permit effluent limitations if the requirements of paragraph c. of this
condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
C. Conditions Necessary for a Demonstration of Upset
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
2) The permitted facility was at the time being properly operated; and
Page 14 of 20 Pages
Permit No. NCGO10000
SECTION D: MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of
the volume and nature of the permitted discharge. Samples shall be taken on a day and
time that is characteristic of the discharge. All samples shall be taken before the
discharge joins or is diluted by any other waste stream, body of water, or substance. .
2. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to be maintained under this
general permit shall, upon conviction, be punished by a fine of not more than $10,000 per
violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person
under this paragraph, punishment is a fine of not more that $20,000 per day of violation,
or by imprisonment of not more than 4 years, or both.
3. Records Retention
The permittee shall retain records of all monitoring information and copies of all reports
required by this general permit, for a period of at least 5 years from the date of the
sample, measurement, report or application. This period may be extended by request of
the Director at any time.
4. Recording Results
For each measurement, sample, inspection or maintenance activity performed or taken
pursuant to the requirements of this general permit, the permittee shall record the
following information:
a. The date, exact place, and time of sampling, measurements, inspection or
maintenance activity;
b. The individual(s) who. performed the sampling, measurements, inspection or
maintenance activity;
C. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
5. Inspection and Entry
Page 16 of 20 Pages
i
i
Permit No. NCGO10000
The permittee shall allow the Director, or an authorized representative (including an
authorized contractor acting as a representative of the Director); or in the case of a facility
which discharges through a municipal separate storm sewer system, an authorized
representative of a municipal operator or the separate storm sewer system receiving the
discharge, upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is
located or conducted, or where records must be kept under the conditions of this
general permit;
b. Have access to and copy, at reasonable times, any records that must be kept under
the conditions of this general permit;
C. Inspect at reasonable times any facilities, equipment (including monitoring and
control equipment), practices, or operations regulated or required under this
general permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring general
permit compliance or as otherwise authorized by the Clean Water Act, any
substances or parameters at any location.
Page 17 of 20 Pages
Permit No. NCGO10000
SECTION E: REPORTING REQUIREMENTS
Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned
physical alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for
determining whether a facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the
quantity of pollutants discharged. This notification applies to pollutants which are
subject neither to effluent limitations in the general permit, nor to notification
requirements under 40 CFR Part 122.42 (a) (1).
2. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the
permitted facility or activity which may result in noncompliance with the general permit
requirements.
3. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the pernittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its causes;
the period of noncompliance, including exact dates and times, and if the noncompliance
has not been corrected, the anticipated time it is expected to continue; and steps taken or
planned to reduce, eliminate, and prevent reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the general
permit.
(2) Any upset which exceeds any effluent limitation in the general permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed
by the Director in the general permit to be reported within 24 hours.
C. The Director may waive the written report on a case-by-case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24 hours.
Page 18 of 20 Pages
Permit No. NCGO 10000
4. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in any
report to the Director, it shall promptly submit such facts or information.
5. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section
308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms
shall be available for public inspection at the offices of the Division of Water Quality. As
required by the Act, discharge data shall not be considered confidential. Knowingly
making any false statement on any such report may result in the imposition of criminal
penalties as provided for in NCGS 143-215.6B or in Section 309 of the Federal Act.
s
6. Penalties for Falsification of Report
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to
be maintained under this general permit, including monitoring reports or reports of
compliance or noncompliance shall, upon conviction, be punished by a fine of not more
than $10,000 per violation, or by imprisonment for not more than two years per violation,
or by both.
Page 19 of 20 Pages
Permit No. NCGO10000
SECTION F: LIMITATIONS REOPENER
This general permit shall be modified or alternatively, revoked and reissued, to comply with any
applicable effluent guideline or water quality standard issued or approved under Sections 302(b)
(2) (c), and (d), 304(b) (2) and 307(a) of the Clean Water Act, if the effluent guideline or water
quality standard so issued or approved:
a. contains different conditions or is otherwise more stringent than any effluent
limitation in the general permit; or
b. controls any pollutant not limited in the general permit.
The general permit as modified or reissued under this paragraph shall also contain any other
requirements in the Act then applicable.
Page 20 of 20 Pages
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93 Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
0 Print your name and address on the reverse
so that we can return the card to you.
13 Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
County of Harnett
Post Office Box 1119
Lillington, NC 27546
DWQ# 03-1159 - Harnett/Wake
A. 92,)ar,,
s? ? ttLL ?
? J L?_ v? ? .?ll/?rGl Atrdrr,;sco
f3. eceive? y (P?rin%t d ) C. Dato of Delivery
D. Is clivcry address different from item 1? ? Yes
If YES, enter delivery address below: ? No

a Mail
Rccoipt for Mcrchandiso
3. Service Typo
, -Certificd Mail
? Registered
? Insured Mail
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7002 2410 0003 0275 4308
(rransfer from scrvico label
PS Form 3811, August 2001 Domestic Return Receipt
VWED STATES POSTAL SERVICE'
I -
First-Class Mail
USPS
Permit No. G-10
Sender: Please print`your^ ame,,address, and-ZIP+4 in this-box
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

JNTY OF HARNETT GENERAL COUNTY FUND
268277
P.O. NO. INV. DATE INV. NO. DESCRIPTION NET AMOUNT
09-09-0 PERMIT FEE 475.00
PAYME T
RECEIV ED
6S
Iwo
9830 NCDENR/DIVISION OF WATER • 475.00