19950701 Ver 1_COMPLETE FILE_19951011

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
A, Preston Howard, Jr., RE., Director
October 12, 1995
City of Fayetteville
Public Works Commission
P. O. Drawer 1089
Fayetteville, N.C. 28302
Dear Sirs:
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed Locks Creek interceptor sewer line
Project # 95701
Cumberland County
FILE COPY
Attached hereto is a copy of Certification No. 3038 issued to City of Fayetteville dated
4 October 1995.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
P ton QHo Jr. . .
Attachments
3037. wqc
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Fayetteville DEM Regional Office
Mr. John Dorney
Mr. John Parker, Division of Coastal Management
Central Files
Kevin Martin; Soil and Environmental Consultants
Gordon Rose; The Rose Group
A AT15WA
4*7?
E) FE F=1
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
ff
NORTH CAROLINA
Cumberland County
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
Environmental Management Regulations in 15 NCAC 2H, Section .0500 to City of Fayetteville
resulting in 2.81 acres of wetland impact in Cumberland County pursuant to an application filed on the
'25th day of July of 1995 to construct the Locks Creek interceptor sewer in a corridor greater than 40
feet wide.
The Application provides adequate assurance that the discharge of fill material into the waters
of Locks Creek in conjunction with the proposed development in Cumberland County 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 applicable portions of Sections 301, 302, 303,
306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions
hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as to prevent significant
increase in turbidity outside the area of construction or construction related
discharge (50 NTUs in streams and rivers not designated as trout waters by
DEM; 25 NTUs in all saltwater classes, and all lakes and reservoirs; 10 NTUs
in trout waters).
2. Activities covered by this General Certification do not require written
concurrence from the Division of Environmental Management as long as they
comply with all conditions of this General Certification and the conditions of
Nationwide 12 or Regional Permit 049;
3. Annual species suitable for wet locations shall be planted within jurisdictional
wetlands for soil and erosion control. Perennials such as fescue are prohibited.
No fertilizer shall be applied within 10 feet (3 meters) of streams;
4. That established sediment and erosion control practices are utilized to prevent
violations of the appropriate turbidity water quality standard (50 NTUs in
streams and rivers not designated as trout waters by DEM; 25 NTUs in all salt
water classes, and all lakes and reservoirs; and 10 NTUs in trout waters).
5. Measures shall be taken to prevent live or fresh concrete from coming into
contact with waters of the state until the concrete has hardened;
6. Written concurrence from DEM is required if the utility line is installed closer
than 10 feet (3 meters) to the stream. Written concurrence from DEM is
required if the utility line is installed less than 75 degrees or more than 105
degrees (not perpendicular stream crossing) of the stream bank;
Construction corridors parallel to streams shall be placed at the furthest
distance from the stream to the maximum extent practicable;
Permanent maintained access corridors shall be restricted to the minimum
width practicable and shall not exceed 10 feet (3 meters) in width except at
manhole locations. A 10 feet (3 meters) by 10 feet (3 meters) perpendicular
vehicle turnaround must be spaced at least 500 feet (152.4 meters) apart.
An anti-seep collar shall be placed at the downstream (utility line gradient)
wetland boundary and every 150 feet (45.7 meters) up the gradient until the
utility exits the wetlands for buried utility lines. Anti-seep collars must be
constructed with class B concrete or compacted clay. A section and plan view
diagram is attached for compacted clay and concrete anti-seep collars. The
compacted clay shall have a specific discharge of 1 X 10"5 cm/sec or less.
Class B concrete shall be used as defined by ASTM. Perpendicular wetland
crossings less than 150 feet (45.7 meters) long do not require anti-seep collars.
10. Placement of rip rap is restricted to stream bottom and banks directly impacted
by the placement of the utility line;
11. If an environmental document is required, this Certification is not valid until a
FONSI is issued.
Violations of any condition herein set forth shall result in revocation of this Certification. This
Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon
expiration of the 404 or CAMA permit.
If 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 4th day of October, 1995.
DIVISION OF ENVIRONMENTAL MANAGEMENT
WQC# 3038
Ps on Howa , Jr. P.
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B, Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 10, 1995
Fayette ille
Fayette ille
P.O. Bo 849
Fayette ille,
Observer
Times
N.C. 28302
ATTN: egal Ad Department
Dear Si .
SUBJECTI Public Notice
A'7VA1
44
?EHNR
FILE COPY
Ple se publish the attached Public Notice one time in the
section set aside for Legal Advertisements in your newspaper. The
publica ion should run on or before August 14, 1995. Please send
the invoice for publication and three copies of the affidavit of
publication to the address given below. Payment cannot be
processed without the affidavit of publication.
N.C. Division of Environmental Management
Water Quality Section
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Attn: John Dorney
If you have any questions concerning this matter, please call
John Dorney at 919/733-1786.
Sincerely,
yjJn Dor ney
ands Technical R view Group
95701&02.pub
cc: John Dorney
Fayetteville DEM Regional Office
Kevin Martin; Soil and Environmental Consultants
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
NORTH CAROLINA DIVISION
OF ENVIRONMENTAL MANAGEMENT
PUBLIC NOTICE is hereby given that City of Fayetteville, North
Carolina, has applied to the North Carolina Division of
Environmental Management for a Water Quality Certification pursuant
to Section 401 of the Federal Clean Water Act and Environmental
Management Commission rules in 15A NCAC 2H .0500 and 15A NCAC 2B
.0109. The activity for which the certification is sought is
install sewer lines for Cape Fear Schools Interceptor and Locks's
Creek Interceptor, in or near Fayetteville in Cumberland County.
The public is invited to comment on the above mentioned application
to the Division of Environmental Management. Comments shall be in
writing and shall be received by the Division no later than
September 4, 1995. Comments should be sent to N.C. Division of
Environmental Management, Environmental Sciences Branch, 4401 Reedy
Creek Road, Raleigh, North Carolina 27607, Attention: John Dorney.
A copy of the application is on file at the Division office at
Wachovia Bldg, Suite 714, Fayetteville, North Carolina 28301
(Fayetteville Regional Office [phone]; Fax # [phone])
during normal business hours and mcly be inspected by the public.
to Howard, r.
j.i refor
C. . Division of
Environmental Management
DATE: August 10, 1995
•
• Soil & Environmental Consultants, Inc.
,244 West Millbrook Road ¦ Raleigh, North Carolina 27609 ¦ [phone] ¦ Fax [phone]
RECEIVED July 25, 1995
NRCD-DEM AM 04 1"5
Mr. Eric Galamb
4401 Reedy Creek Road ENVIRONMENTAL SCIENCES
noe.,?u
Raleigh, NC 27607
Dear Mr. Galamb:
The purpose of this letter is to request an Individual Section 401 Water Quality
Certification for the projects known as Cape Fear Schools Interceptor and Lock's Creek
Interceptor. This request modifies our applications for a General Certification made on
June 20, 1995.
Construction standards and the depth of the sewerline necessitate a corridor greater
than 40 feet wide in some areas. I have included a typical cross section sketch and
correspondence from the project engineer (The Rose Group) to illustrate the need for a
greater corridor width for installation. S&EC worked closely with the project engineer
to move the corridor outside wetland limits where elevations allowed and to move the
line to the edge of the wetlands as far from stream channels as possible.
S&EC will assume responsibility for the expenses associated with the public notice that
is required for this Individual 401 Certification. It is our hope that based on the projects
proximity to one another that they can both be handled under the same public notice.
Please call if you have questions or require further information.
Sincerely,
Kevin C. Martin,
President
cc: (with enclosures) David Franklin, Wilmington Corps
KCM/jfs
Soil/Site Evaluation ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitigation ¦ Environmental Audits
On-Site Waste Treatment Systems, Evaluation and Design
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INC. 3
ENGINEERS PLANNERS SURVEYORS 'Q
y ` f n y.
July 11 1995
Jamie Shern
Soil & Environmental Consultants r ,x
244 West Millbrook Ave.
Raleigh, N.C. 27609 Re: Lock's Creek Interceptor
Cape Fear Schools Interceptor
• •.,: < < ifs 3? k .i?' ..
Dear Jamie: I E ' x
As a follow-up to our telephone conversation earlier today, we have done sole
further investigation into the width of corridor needed to construct the above referen ed
gravity sewer lines. We have prepared the attached sketch which may help to illustrate our
, ,,need for the 60 foot corridor.
jr
The majority of the Lock's Creek Interceptor is at a depth of 20 feet or more As i f P
indicated on the sketch, we have used a side slope on the trench excavation of 1 ho ontal
to 1. vertical. This is the steepest which we believe can be obtained in these sandy, w d
conditions and still provide a safe construction environment under current regulations.
Much of the corridor route is described as Class C soil and therefore would require a 1 1/2
horizontal to 1 vertical slope, necessitating an even wider corridor: Using this steep slope,
the top dimension of the excavated trench would be in excess of 30 feet wide even when using a trench box for the lower 6-8 feet. It is reasonable to assume that we will need the
same 30 feet to place the spoil material beside the excavated trench. This would then
require a 60 foot easement as we have requested. This still does not leave any room r
material storage or for access. We believe that the 60 feet is an absolute minimum for safe
construction practices.
It should also be pointed out that the permanent easement proposed is only 30 feet
wide. This is the only area that will be cleared, excavated and maintained by the Public
Works Commission. The additional 30 feet will be a temporary easement for construction
purposes only. This area will be cleared but will not be grubbed or excavated such that the
impact to the native, underlying soils is minimized. All disturbed areas will be'seeded
following the completion of construction. Wetland areas will be seeded in accordance with
the wetland seeding specs which you have previously provided tows.
P.O. BOX 103 •104 GILLESPIE ST. • FAYETTEVILLE, NC 28302
[phone] • FAX [phone]

Page 2: Letter to Jamie Shern
As you are aware, we have revised the alignment of this proposed sewer
times to minimize impact to wetlands. In most cases, the alignment is along the edg Ye
e "b"
he
boundary. As such, some of the temporary construction easement is outside of
wetlands even though the permanent easement is within the wetlands. Since this'' itional
easement will, in many cases, not be impacting wetlands, we do not believe that we should
be limited to a 60 foot width.

Due to the depth of the line and the soil conditions which we expect to encounter,
we do not believe that the construction can be limited to a 40 foot width. This would
require that all of the' excavated material be hauled out to an off-site storage area; that
pipe.and stone by hauled in asIt s vlaced trts,ch,, undffi, tie e? Mated texial be ? ?, ?;, ' yy,3(;?'
hauled back in from off-site to be placed back in the trench. 'These requirements would'
greatly increase the cost of the project. It is conceivable that the wet, sandy soils will not ;
allow us to construct the side slopes as proposed in the attached sketch and that additional
width will be necessary for safe working conditions.
We trust that this information is helpful to you in applying for the necessary
permits for this project. Should you have any questions or require additional information,
please do not hesitate to contact us.
Yours very truly,
THE ROSE GROUP, INC.
Gordon A. Rose, P.E.
fll??
sever ?s, ,,
f ?ti ,
JOB L 04A . S G2 I ??? t<?c?? 1z
THE SHEET NO. ? OF
ROSE ENGINEERS # PLANNERS* SURVEYORS2 DATE " 95
CALCULATED BY
GROUP, PC BOX 103.104 GILLESPIE ST.. • FAYETfEVILLE. NC 28302
[phone] • FAX [phone] CHECKED BY DATE
rt, Nl
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pR00U,'I1041"Wool 105.1 (Paw ®? yr„ GOeR. Ww.011/1. Tc 0rbr MM T0LL FFH I d0iF7riM
•
• Soil & Environmental Consultants, Inc.
,244 West Millbrook Road ¦ Raleigh, North Carolina 27609 ¦ (919) 846-590O N Fax [phone]
July 25, 1995
N RCD-DEM
Mr. Eric Galamb
4401 Reedy Creek Road
Raleigh, NC 27607
Dear Mr. Galamb:
AUG 4
i
The purpose of this letter is to request an Individual Section 401 Water Quality
Certification for the projects known as Cape Fear Schools Interceptor and Lock's Creek
Interceptor. This request modifies our applications for a General Certification made on
June 20, 1995.
Construction standards and the depth of the sewerline necessitate a corridor greater
than 40 feet wide in some areas. I have included a typical cross section sketch and
correspondence from the project engineer (The Rose Group) to illustrate the need for a
greater corridor width for installation. S&EC worked closely with the project engineer
to move the corridor outside wetland limits where elevations allowed and to move the
line to the edge of the wetlands as far from stream channels as possible.
S&EC will assume responsibility for the expenses associated with the public notice that
is required for this Individual 401 Certification. It is our hope that based on the projects
proximity to one another that they can both be handled under the same public notice.
Please call if you have questions or require further information.
Sinnc/er?ely?,
Kevin C. Martin,
President
cc: (with enclosures) David Franklin, Wilmington Corps
KCM/jfs
Soil/Site Evaluation ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitigation ¦ Environmental Audits
On-Site Waste Treatment Systems, Evaluation and Design

is a:r
GROL?1; °5
oao '
INS. '
ENGINEERS • PLANNERS + SURVEYORS
July 11, 1995
Jamie Shern
Soil & Environmental Consultants
244 West Millbrook Ave.
Raleigh, N.C. 27609
Re: Lock's Creek Interceptor
Cape Fear Schools Interceptor
Dear Jamie:
yy
• F.??S'?J , rirll, .4;i1,',
? ar ih?;G
As a follow-up to our telephone conversation earlier today, we have done some
further investigation into the width of corridor needed to construct the above referenced
gravity sewer lines. We have prepared the attached sketch which may help to illustrate our
need for the 60 foot corridor Y
. i
The majority of the Lock's Creek Interceptor is at a depth of 20 feet or more. As
indicated on the sketch, we have used a side slope on the trench excavation of 1 horizontal
1
to vertical. I s is the steepest widen we beheve.can be obtained in these sandy, wet
conditions and still provide a safe construction environment under current regulations.
Much of the corridor route is described as Class C soil and therefore would require a 1 1/2
horizontal to 1 vertical slope, necessitating an even wider corridor. Using this steep slope,
the top dimension of the excavated trench would be in excess of 30 feet wide even when
using a trench box for the lower 6-8 feet. It is reasonable to assume that we will need the
same 30 feet to place the spoil material beside the excavated trench. This would then
require a 60 foot easement as we have requested. This still does not leave any room for
material storage or for access. We believe that the 60 feet is an absolute minimum for safe
construction practices. ri
It should also be pointed out that the permanent easement proposed is only 30 feet
wide. This is the only area that will be cleared, excavated and maintained by the Public
Works Commission. The additional 30 feet will be a temporary easement for construction
purposes only. This area will be cleared but will not be grubbed or excavated such that the
impact to the native, underlying soils is minimized. All disturbed areas will be seeded
following the completion of construction. Wetland areas will be seeded in accordance with
Al ?1 \???? 1
the wetland seeding specs which you have previously provided to us. r '
RO. BOX 103 •104 GILLESPIE ST. • FAYETTEVILLE, NC 28302
[phone] • FAX [phone]

t

Page 2: Letter to Jamie Shern 'tq'fy r ''
As you are aware, we have revised the alignment of this proposed sewer several+??
times to minimize impact to wetlands. In most cases the alignment is along the edge of the
wetland boundary. As such, some of the temporary construction easement is outside of the ,
wetlands even though the permanent easement is within the wetlands. Since this additional
easement will, in many cases, not be impacting wetlands, we do not believe that we should
be limited to a 60 foot width.
Due to the depth of the line and the soil conditions which we expect to encounter,
we do not believe that the construction can be limited to a 40 foot width. This would
require that all of the excavated material be hauled out to an off-site storage area; that ,
p tated.:im?terial be
d that'the ex a?
iFe.and stone be, hauled it as;it-is place in the trw.ch an, 0
r. ;
hauled back in from off-site to be placed back in the trench These requirements would
greatly increase the cost of the project. It is conceivable that the wet, sandy soils will not
allow us to construct the side slopes as proposed in the attached sketch and that additional
width will be necessary for safe working conditions.
We trust that this information is helpful to you in applying for the necessary
permits for this project. Should you have any questions or require additional information,
please do not hesitate to contact us.
Yours very truly,
THE ROSE GROUP, INC.
Gordon A. Rose, P.E.
ROSE
GINC
ENGINEERS • PLANNERS* SURVEYORS
FQ BOX 103 • 101 OILLESM ST. • FAYETTEVILLE, NC 28302
[phone] • FAX [phone]

JOB L Oa- G '?! i rl PTO
SHEET NO. I - OF
CALCULATED BY ?f(i74 DATE S
CHECKED BY
DATE
MW 2W (SYIY Wr100StIhaaMl ®?I^?-OhbaMw.Ot17t. TO OAr MOTE70U MR 14*M=
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
A LF-KTA
ID F= F1
July 17, 1995
Cumberland County
DEM Project # 95701
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. M. Noland
City of Fayetteville
Public Works Commission
P. O. Drawer 1089 r
Fayetteville, N. C. 28302
Dear Mr. Noland:
You have our approval to place fill material in 2.81 acres of wetlands or waters for the purpose
of installing a sewer line near I-95 and Hwy 53/210, as you described in your application dated
20 June 1995. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Number 2671. This certification allows you to use Nationwide Permit
Number 26 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us and you may be required to send us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. Anti-
seep collars shall be placed at no more than 150 foot intervals as the sewer line crosses wetlands. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
. P yes op rd, Jr
-WJ..
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Fayetteville DEM Regional Office
Mr. John Domey
Central Files
Kevin Martin; Soil and Environmental Consultants 95701.1tr
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
I
5 7 0
Soil & Environmental Consultants, Inc.
22r44 West Millbrook Road ¦ Raleigh, North Carolina 27609 ¦ [phone] ¦ Fax [phone]
June 20, 1995

USACOE
Attn: Mr. Matt Flint
PO Box 1890 401 ISSUE L,`
Wilmington, NC 28402-1.890
ry:
request Nationwide Permit 12 and Section 401 Water
roject to be known as Locks Creek Interceptor. The
led in Fayetteville, NC as shown on the enclosed plans
_ ___ Gl l liar%ed in the field and surveyed. Locations are on the attached
map. S&EC worked closely with the project engineer (The Rose Group) to move the
corridor outside wetland limits where elevations allowed and to move the line to the
edge of the wetlands as far from stream channels as possible.
Wetland impacts will be required for construction of the sewerline.
It will be necessary to impact 2.81 acres (see map) of jurisdictional wetlands for
placement of the sewerline utilizing Nationwide Permit 12. Impacted areas will be
returned to grade, as per stipulations of Nationwide Permit 12. However, due to the
depth and size of the sewerline, and the high soil moisture content, the construction
corridor will be 60'.
To expedite the permitting process and to make "life easier" on everyone involved, the
following individuals/ agencies have been provided with a complete copy of this entire
application package: David Franklin (Wilmington Corps).
Please call if you have questions or require further information. If you intend to
perform a site visit please call and we will arrange for someone to accompany you.
Sincerely,
,,,C_ 4va?,_ RECEIVI 0
Kevin C. Martin,
President L 51995"'
EV1liR01v',A;, SCENCES
cc: (with enclosures) David Franklin, Wilmington Corps ?" ` ryN
KCM/jfs
Soil/Site Evaluation ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitigation ¦ Environmental Audits
On-Site Waste Treatment Systems, Evaluation and Design
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Q$NMtAL VICINITY MAP 2ao?
` IIAH IIIP 1 .II'.?. - I t
DEM ID: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Carps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH
AND NATURAL RESOURCES
4401 Reedy Creek Road
Raleigh, NC 27607
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT. PLEASE PRINT.
1. Owners Name: City of Fayetteville - Public Work Commission
2. Owners Address: PO Drawer 1089 - Fayetteville, NC 28302
3. Owners Phone Number (Home): (Work): 910/483-1401
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
Kevin Martin Ph: 919/846900
244 W. Millbrook Road
Raleigh, NC 27609
5. Location of work (MUST ATTACH MAP). County: Cumberland
Nearest Town or City: Fayetteville
Specific Location (Include road numbers, landmarks, etc.): A corridor starting west of I-95 & north of
Highway 53/210 running northeast approximately 4,500 feet to a CP&L power line.
6. Name of Closest Stream/River. Locks Creek/Cedar Creek/Cape Fear River
7. River Basin Cape Fear
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WSI, or WS II?
YES( ) NO(X)
9. Have any Section 404 permits been previously requested for use on this property?
YES ( ) NO ( X ) If yes, explain.
10. Estimated total number of acres of waters of the U.S. including wetlands, located on project site:
11. Number of acres of waters of the U.S. including wetlands, impacted by the proposed project:
NW26 NW14 NW12
Filled:
Drained:
Flooded:
Excavated: 2.81 ac.
Total Impacted: 2.81 ac.
UN
»y
IT.
-09' 95 (FRI) 09:52
P, 002
LZ Description of pro"-id work (Attach FLAN54 1/2" X 11" drawings only): Hexer I i „-
in
13. Purpose of propots -i work
t i mPA r_n avnLla ,, a toe of
P @ASn???uBi?oF c6 t.8q glains. All wetlands areas are to be returned to
i State reasons why 6.-W app tUlieves that this activity mrtat be carried out in wetlands. Also,
note measures taken t%, r:drdtnise wetland impacts.
15. Youare required ;--o .:act the U.9. Fish aid Wildlife Service (LZFWS) and/or Nadonal Marine
Fisheries Service ,Y^4arding the pmerwe or any redesally listed or proposed for listing
endanSmd or thmni..7%r!-,:: t?pecles or critical habil at in the permit area that may be affected by the
proposed project I-leav - ?'.m done so? YES ( ) NO ( ) not required
RESPONSES FRaM 'T % r )SFW'S AND/OR NAPS SHOULD BE FORWARDED TO CORPS.
16. You are require<? i , t,,--,nb%Ct the State Historic Prneruation Officer (SHPO) regarding the presence
of hisboric properties iv. permit wra which nay 1% affected by fife prvpoaed project? Have you done
ao7 YES ( ) .'r . ; ) not required
RESPONSE FROM 1`t ;F :FO SHOULD 78E RWARDED 1'O CORPS.
17. Additional inforir ;J.,iz required by Di2vt•
A. Wetland v ,v w==gLp alwwing all wedands, streams, and lakes on the property.
8. if ava11:•`.Tt ,,.,. -a-esentadve photograph of wetla=Wds to be impacted by project
C. If delinr?.: •-F*s perfin=wd by a consultant include all data sheets relevant to the
placemtnt c:. c' ; -ration line.
D. If a s0c. : ,. r mnarNgtuunt plan is required for this project. attach copy.
H. What if: : .I?of surro pmpe ty7 re
p. 7f applirr_:Y , vimi is proposed method of sewage disposal? &an i t a rX RPVo r
0 r Signature aft

w(?TL,?NU
Delineation Performed by: Soil and Environmental Consultants, Inc.
244 W. Millbrook Road
Raleigh, NC 27609
Ph 919/846-5900
DATA FORM
AU,ciS
Do Normal Circumstances exist on the site?
Is the site significantly disturbed
(Atypical Situation)?
Is the area a potential Problem Area?
(If needed, explain on reverse.)
VEGETATION
Dominant Plant ft
2.
3.
4.
7.- ??J •'?5 cer:NujS
8.
Stratum Indicator
C^U-n. C)&
LOVD6 416=
U G 4)
k4 r
?Ie? 6c
=-

Date:
County:
state: ?j/ C
es No Community ID:
Yesa TransectID:
Ye N Plot ID:_
Dominant Plant Species
9.
10.
11.
?
13.
14.
15.
16.
Stratum Indicator
Per of Dominant Species that are OBL, FACW or FAC ??^
(excluding FAC-). V
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Field Observations:
Depth to Surface Water. (in.)
Depth to Free Water in Pit:__L?_(iro
Depth to Saturated Soil: _(in.)
Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Oxidized Root Channels in
upper 12 inches
Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test

Other in remarks i
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
SOILS
Map Unit Name (Series and Phase): 1"'.6' -Drainage Class: o?? ra
Field Observations
Taxonomy(Subgroup): f 6rldc l Cu wt 1 A? L94( J e5_ Confirm Mapped Type? j f No
Profile Description:
Depth Matrix Color
ins_) Ho on unsell Moist)
Hydric Soil Indicators:
Mottle Colors Mottle
(Munsell Moist) Abundance/Contrast
Texture, Concretions,
Structure etc.
?k
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions :lk:Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Wetland Determination
Hydrophytic Vegetation Present? s No (Circle) Is this Sampling Point Within a Wetland?
Wetland Hydrology Present? (go No (Circle)
Hydric Soils Present? e No Ce No
Remarks:
uftm)o
Delineation Performed by: Soil and Environmental Consultants, Inc.
244 W. Millbrook Road
Raleigh, NC 27609
Ph: 919/846,5900
DATA FORM
ROUTINE WETLAND DETERNENATION
(1987 COE Wetland$ Delineation Manual)
Project/Site: l..o'_ks Cfee lc Rcat'D& Date: Q
Applicant/Owner. `County: CAhybw
v Ali
estigator. ?_ .5 La, w State:
Do Normal Circumstances exist on the site?
Is the site significantly disturbed
(Atypical Situation)?
Is the area a potential Problem Area?
(If needed, explain on reverse.)
VEGETATION
Stratum Indicator
-131,?L
Q? y
No Community ID:
Al-N
6 Transect ID:
Yes 1
Yes Plot ID:
Dominant Plant Species Stratum Indicator
9.
10.
11.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-). eo
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Field Observations:
Depth to Surface Water. (in.)
Depth to Free Water in Pit (in.)
Depth to Saturated SoiL• 7 301 (in.)
Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Oxidized Root Channels in
upper 12 inches
Water-Stained Leaves
Local Soil Survey Data
FAC-Neutral Test
a
?x
Other (Exvlain in Remarks
8.
SOILS
Map Unit Name c J
(Series and Phase): LuAnr _Drainage Class: 4k?k.4/ ()mac
?? 11 Field Observations
Taxonomy(Subgroup): NY -e- .- c V&\4? ?A rl>k? Confirm Mapped Type? 6) No
Profile Description
Depth Matrix Color Mottle Colors Mottle
(ins.) Horizon unsell Mo' t (Mansell Moist) Abundance/ Contrast
v -?o -.?-
Hydric Soil Indicators:
Texture, Concretions,
Structure etc. /
Sgrt O'
5
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Wetland Determination
Hydrophytic Vegetation Present? Q No (Circle) Is this Sampling Point Within a Wetland?
Wetland Hydrology Present? Yes (Circle)
Hydric Soils Present? Yes Yes o
Remarks:
APR. -26''95 (WED) 09: 53 P. 0.02
Name: Public Works Commission
Address: P. O. Drawer 1089
Address: Fayetteville, N. C. 28302
Phone: [phone]
Project Name/Description; Lock's Creek Interceptor
Date: April 12, 1995
Scott McLendon
U.S. Army, Corps of Engineers
Wilmington District
P. O. Bo: 1890
Wilmington, NC 28402
Re: Wetlands Related Consulting and Permitting
Dear Mr. McLendon:
The Public Works Commission (PWC) of the City of Fayetteville owns and operates
all sanitary sewer facilities within the City of Fayetteville. PWC is in the process of
obtaining utility easements for the installation of the above referenced sanitary
sewer interceptor. We hereby designate and authorize Soil and Environmental
Consultants, inc. to act in our behalf as our agent in the processing of permit
applications, to furnish upon request supplemental information in support of
applications. etc. from this day forward for this project.
This notification supersedes any previous correspondence concerning the agent for
this project.
J. oland, P.E.
Director, Water Resources
Public Works Commission
cc: Mr. John Dorney
Division of Env. Mgt.
Water Quality Planning
4401 Reedy Creek Road
Raleigh, NC 27607
Mr. Kevin C. Martin
Soil and Environmental Consultants, Inc.
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