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State of North Carolina
Department of Environment Y?.,?WA
and Natural Resources A
Division of Water Quality OM% James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary C) E N
A. Preston Howard, Jr., P.E., Director
February 25, 1998
Harnett County
DWQ# 960279
Mr. John Koenig, Jr.
6200 Ramsey Street
Fayetteville, N.C. 28311
SUBJECT: COMPLIANCE EVALUATION INSPECTION
Northridge Plantation Subdivision
Dear Mr. Koenig:
On September 24, 1997 Mr. Pete Colwell, Mr. Ray Cox, and Mr. Eric Fleck from the North
Carolina Division of Water Quality's (NCDWQ) Central Office met with you and Mr. Jimmy Kizer to
discuss corrective measures at the above site. During this meeting it was agreed that the blown-out check
dams would be repaired and strengthened. In addition, measures would be implemented to redirect and
deflect water flow away from areas on the streambank and that an additional inspection would be
conducted once these measures were in place.
On February 6, 1998 Mr. Eric Fleck and Mr. Ken Averitte from NCDWQ's Fayetteville Regional
Office conducted a folllow-up inspection at this site. As a result of this most recent inspection it was noted
that in general the corrective measures had been implemented as discussed. However, the check dam at the
intersection of Richmond Park Drive and Ramse Court was partially blown out and needs to be extended a
few feet towards the roadway (there was strong evidence of water bypassing the dam in this area and was
causing downcutting). In addition the next check dam immediately downstream from the aforementionec'.
check dam was also in need of rebuilding. Lastly, the streambank repair areas (i.e,, those areas where the
heavy clay was installed) need to be stabilized as soon as possible. During the day of inspection a sparse
growth of grass was noted. Additional seeding in this area should be completed by early spring to help keep
your repaired banks in tact.
The Division of Water Quality will conduct another inspection to confirm that these repairs have
been made and appreciate your continuing efforts of restoration. If you should have any questions
regarding this matter please feel free to call at [phone].
Sincerely,
Eric D. Fleck
Water Quality Certification Program
Cc: Ken Averitte, NCDWQ Fayetteville Regional Office
USACOF, Wilmington Field Office
James Kizer, Morman Kizer & Reitzel Inc.
Environmental Sciences Branch • 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity AMrmcttve Action Employer 50% recycled/10% post consumer paper
September 30, 1997
Harnett County
DWQ# 960279
Mr. John Koenig, Jr.
6200 Ramsey Street
Fayetteville, N.C. 28311
SUBJECT: CORRECTIVE ACTION MEETING
Northridge Plantation Subdivision
Dear Mr. Koenig:
On September 24, 1997 Mr. Pete Colwell, Mr. Eric Fleck, and Mr. Ray Cox from the Division's
Central Office met with you and Mr. Jimmy Kizeer to discuss corrective measures at the above site. As
mentioned in prior letters, the Division of Water Quality is generally satisfied with the efforts undertaken at
this site to bring it into compliance with its 401 Water Quality Certification. As discussed onsite, there are a
few items which should be completed to bring this matter to a close. A brief summary of the findings and
recommendations reached at the meeting are detailed below.
As we agreed many of the blown-out rock check dams would be repaired and strengthened. Efforts.
would be made to deflect and redirect water flow away from areas on the streambank, which are actively
eroding. Many of these actively eroding streambanks can be stabilized using bioengineering techniques.
Utilizing root wads or similar technique can effectively slow or stop eroding streambanks. And finally, the
use of Black Willow plantings was discussed to help stabilize sediment in areas that had failed to re-
vegetate naturally. Enclosed please find a copy of information regarding the use and installation of various
bioengineering methods.
The Division of Water Quality will make another inspection in the future once these corrective
actions have been completed. If we can be of assistance with any portion of this corrective action please
feel free to call Mr. Pete Colwell, Mr. Ray Cox, or myself at [phone].
Sincerely,
Eric D. Fleck
Water Quality Certification Program
Cc: Ken Averitte, DWQ Fayetteville Regional Office
USACOE, Wilmington Field Office
James Kizer, Moorman Kizer & Reitzel Inc.
State of North Carolina
Department of Environment, 1k
Health and Natural Resources •
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary F={
A. Preston Howard, Jr., P.E., Director
September 4, 1997
Harnett County
DWQ# 960279
Mr. John Koenig, Sr.
6200 Ramsey Street
Fayetteville, North Carolina 28311
SUBJECT: NOTICE OF DEFICIENCY
Northridge Plantation Subdivision
Dear Mr. Koenig:
On October 18, 1996 you were issued Water Quality Certification
Numbers 3022 and 2671 authorizing you to impact 0.33 acres of wetlands
at the Northridge Plantation Subdivision for the purpose of
constructing checkdams, sewerlines, and roads. On April 10, 1996 Mr.
Pete Colwell and Mr. Ken Averitte from the Division of Water Quality
met with your agent Mr. James Kizer and representatives from the U.S.
Army Corps of Engineers, and the N.C. Division of Land Resources. In
summary this meeting revealed that you had undertaken unauthorized
impacts in wetlands. Further, a restoration plan was to be implemented
to restore the wetlands and to stabilize the disturbed areas along the
sewer line and ditch.
On April 17, 1997 Mr. Pete Colwell again met with Mr. Jimmy Kizer
at the Northridge Plantation Subdivision. During this meeting, Mr.
Colwell found several problems with the restoration efforts undertaken
at this site. Specifically, Mr. Colwell noted that all the check dams
needed repairs at their centers and that check dam #3 (numbered 1
through 9 from uphill to downhill) needed additional rock material on
its west side to prevent water from forming a channel there. In
addition, areas below check dams #4,#5,#6, and #7 had severe scour
which were causing channels to reform. Mr. Colwell also found erosion
channels through your energy dissipator pools (located at the
stormwater outfalls adjacent to the roadway). Rock material at one of
these pools had been completely washed out and all the pools had
filled with sediment. Mr. Kizer expressed concern about the standing
water and safety aspects of these pools. The Division of Water Quality
stated in a September 17, 1996 letter that we were open to alternative
designs.
On August 25, 1997 Mr. Ken Averitte, Mr. Pete Colwell and Mr.
Eric Fleek conducted another compliance evaluation inspection at this
site. The results of this inspection revealed that some of the check
dams were holding and were not exhibiting signs of severe scour.
Environmental Sciences Branch 4401 Reedy Creek Road Raleigh, North r
Telephone [phone] FAX #
An Equal opportunity Affirmative Action Employer so% mgclwmo% post consumer pap
Mr. John Koenig, Sr.
NOTICE OF DEFICIENCY
Page 2
In addition, many of the areas behind the check dams had begun to
revegetate with volunteer wetland species. However, rock check dam #3
was experiencing scour around the west end. It is recommended that you
move some of the rock material from the hillside at this check dam and
place it on the western side with the rock material curving uphill to
help reduce scour, downcutting, and eventual failure of this dam. The
rocks can be moved either manually or by Bobcat. If the latter option
is used you must place mats down in the wetland area before work can
begin. Additionally, the rock check dam at Richmond Park Drive and
Ramsey Court needs repair (rock has been blown-out), the last check
dam also needs similar repairs, and the sedimentation basin near the
base. of the hill may need to cleaned out and reworked. The energy
dissipator pools for the street stormwater have been changed into rip-
rap channels which are allowing too much erosive force into the
adjacent wetlands causing scour and channelization.
Conditions in general at this site are improving. However these
issues need to be addressed finally through new or different
engineering techniques, a detailed maintenance plan or a combination
of both. The Division of Water Quality would welcome the opportunity
to meet with your engineers on site again to help implement a
permanent and more effective solution. We are willing to make our
stormwater engineers available for such a meeting.
Please respond promptly to these issues. Please detail
specifically what measures are to be taken to rectify this matter. If
you have any questions regarding this subject please feel free to call
me or Mr. Pete Colwell at [phone].
V"\ '-rgly,
D. F1eek
Quality Certification Program
u _
Ale Regional office
ce
Reitzel Inc.
al.-Fayetteville Regional Office
_3

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Jon ath an B. Flo wes, Sec reta ry
A. Preston Howard, Jr., P.E., Direc to r
APPROVAL of 401 Water Quality Certification
Mr. John Koenig, Sr.
6200 Ramsey St.
Fayetteville, NC 28311
Dear Mr. Koenig:
adft
?EHNR
October 18, 1996
Harnett County
DWQ Project # 960279
You have our approval to retain fill permanently placed in about 0.33 acres of wetlands or waters for
the purpose of installing checkdams, a sewer line and roads at Northridge Plantation, as you described in
your application dated 1 July 1996. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Numbers 3022 and 2671. These certifications allow you to
use Nationwide Permit Numbers 12 and 26 when they are 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. 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 Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
stnc ely,
e ton Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Fayetteville DWQ Regional Office
Mr. John Dorney
Central Files
James Kizer; Moorman and Kizer
960279.1 tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Aff irmative Action Employer 9 50% recycled/10% post consumer paper
t
MOORMAN, KIZER & REITZEL, INC. RECEIVED
C?IZ??O(nEEZ1, ?IDKUVWIJ WldlmsuCUE??OTI I 1 1496
115 BROADFOOT AVENUE • POST OFFICE Box 53774
FAYETTEVILLE, NORTH CAROLINA 28305 ENVIRONMENTAL6,.;ENCES
7rriny
TELEPHONE: [phone]
FAX: [phone]
August 8, 1996
Mr. Joseph E. Glass, P.E.
Regional Engineer
Land Quality Section - NCDEHNR
Wachovia Building - Suite 604
Fayetteville, NC 28302-5043
RE: Richmond Park, Phase One at Northridge Plantation
Off Highway 87
Harnett County, NC
Dear Mr. Glass:
On August 7, 1996, a site meeting was held on the above referenced
project with Connie Miller of your office, Mr. John Koenig, Jr.,
representatives of Temple Grading and myself regarding the status
of the wetlands restoration and erosion control work surrounding
the ditch on this site. As you are aware, what started out being
a ditch stabilization project to advert further enforcement action
from a Notice of Violation letter dated November 20, 1995, turned
into a full blown wetlands restoration project, and as such, the
ditch as it was then was to be eliminated, and the area was going
to have to be regraded and vegetated back to something close to its
original condition. While this now seems fairly straightforward in
concept, it took several months of plan revisions, meetings and
more revisions between your office, the Corps of Engineers and DEM
before an acceptable plan could be agreed to by all parties.
Finally, in early July, all interested parties came together and a
set of plans was finally approved.
With what has happened on this project in mind, I was a bit
irritated to hear Connie talk about how we were not in compliance
and that she would more than likely have to proceed on with
enforcement action since the work was not completed within the
allotted four week time frame. While I understand and appreciate
Connie's comment that she is only following the guidelines set
forth to her, I do believe that some consideration and thought
should be taken before making comments of this nature to an owner
who in his mind, has done everything possible to appease not just
one, but three different regulatory agencies at once.
As of this date, work has been underway for three weeks now, and
would have been further along if it hadn't been for the recent
frequency of heavy thundershowers and extremely damp working
conditions. To my knowledge, no off-site sedimentation has
occurred, and while the sediment basin at the end of the

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Mr. Joseph E. Glass, P.E.
Richmond Park, Phase one
at Northridge Plantation
August 8, 1996
Page 2
construction corridor has not yet been cleaned out and expanded,
there are some pockets of storage capacity left, and the
construction activities should be to this point by the end of the
week. As of the meeting yesterday, the only remaining construction
activities are the last rock berm and the work in and around the
sediment basin, with final grade down, soil prep, grassing and
mulching being left after that.
I'm of the opinion, the work that has been done to date is
outstanding, and appears to be holding up well under the recent
rains. In order to complete this work correctly and neatly, I must
request your consideration be given to another time extension,
preferably to August 16, 1996. I think this will give us adequate
time to dress down this site and hopefully have some of the other
involved agencies take a look before we finalize everything. I
would hate for us to come this far just to get back to a point we
could have been at if we had done nothing at all. Anyway, my start
date was contingent upon everyone's approvals, of which yours was
June 25, DEM was July 3rd, but was not received by me until July
8th, and the Corps, which did not send written confirmation until
August 5, and they have given us until September 15, 1996 to
complete the work.
I think an extension on this project will be well worth the wait,
and I am personally excited to see what the final project will look
like.
Sincerely,
MOO N, KIZE REITZEL, INC.
James M. izer, Jr., PE
JMKjr.:boa
cc: Messrs. John Koenig
John S. Koenig
,> Peter B. Colwell, DEM
Jeff Richter, USACOE
C(OPY
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James R Hunt, Jr., G ove mor
Jonathan R Howes, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL, RETURN RECEIPT REQUESTED
Mr. John Koenig, Sr.
Northridge Developers, LLC
6200 Ramsey Street
Fayetteville, NC 28311
June 5,1996
Re: Violation of 401 Water Quality Certification
Northridge Plantation Subdivision
Harnett County
Dear Mr. Koenig:
00%4 ova"a
_N IL
E:) E=_ F1
On June 5,1996, Matt Flint and Jeff Richter of the U.S. Army Corps of Engineers, met with myself and
your agents Hal Owen and James Kizer to look at the wetland delineation for Northridge Plantation. At that meeting
we also discussed the draft wetland restoration plans that Mr. Kizer has been working on for the unauthorized impacts
to the headwater forest along the northwestern property line.
In our initial review, Mr. Kizer's plans appear to be adequate to restore the hydrology for part of the
impacted area. The plans need to be continued uphill to include the additional impacts and ditching;that have
occurred. Also, concrete check dams may be needed if the proposed rock check dams cannot handle the velocity of
water. We will also be looking for a planting scheme to revegetate the disturbed areas. Black willow and alder are
fast growing species that would help the initial stabilization of the channel. More typical native species could then
be planted on the higher slopes and will probably recolonize the remainder of the area.
The sewer line issue also needs to be addressed. Anti-seep collars are required under our Certification every
150 feet along portions of the sewer line through wetlands. From the wetland delineation that we looked at, it
appears that most of the sewer line on your property is within wetlands and therefore will require anti-seep collars.
Also below the sediment catch basin, the unauthorized sewer line construction corridor exceeds the 40 foot maximum
and the original wetland contours have not been restored. After anti-seep collars are installed, the construction
corridor through wetlands should restored to preconstruction contours and planted with appropriate wetland
vegetation. A 10 feet wide access corridor may be maintained along the sewer line.
As stated in our May 30, 1996 letter to you, the N. C. Division of Environmental Management (DEM)
considers your work in wetlands a violation of Section 401 of the Clean Water Act and no State authorization has
been issued for it. DEM is still seeking an explanation of the why unauthorized work in wetlands continued after
our April 11, 1996 request to stop work. DEM will not issue a 401 Water Quality Certification for any additional
fill in this subdivision until corrective actions are completed to restore the impacted wetlands. Future applications
for 401 Water Quality Certification on the property should include all anticipated impacts to wetlands on the
remaining acreage for which the delineation was done.
If have any questions about this matter please contact me or John Domey at [phone] or Ken
Averitte at our Fayetteville Regional Office [phone].
Sincerely,
Peter B. Colwell
Environmental Specialist
Environmental Sciences Branch • 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal opportunity Alllanat m Action Employer 50% recycla&10% poet consumer paper
State of North Carolina
Department of Environment,
Health and Natural Resources 1 • •
Division of Water Quality
James e.Hunt, Gove r p?HNR
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 1, 1996
CERTIFIED MAIL, RETURN RECEIPT REQUESTED
Mr. John Koenig, Sr.
Northridge Developers, LLC
6200 Ramsey Street
Fayetteville, NC 28311
Re: Notice of Violation of 401 Water Quality Certification
Northridge Plantation Subdivision
Harnett County
Dear Mr. Koenig:
The Division has received and reviewed your June 13, 1996 response to the notice of
violation sent to you on May 30,1996. We also have received Mr. Kizer's restoration
plans for the violation. In your letter you identified a number of reasons why you did not
respond to our earlier letters and why no restoration work has begun. However, none of
your reasons explain why the excavation of ditches through the wetland areas continued
and no attempt was made to fill the ditches back in. Filling the ditches back in as requested
would have prevented further draining and erosion in the wetland while the wetland
delineation and restoration plans were completed.
As for the continued work on the sewer line within wetlands, no State authorization
has been issued for it and it was not done in full compliance of the conditions for issuance
of the 401 Water Quality Certification. It is our understanding that your name is on the
COE permit as the responsible party for the sewer line construction. If this is not so then
perhaps you should clarify this with the COE. We will be coordinating with the COE to
contact Spout Springs, Inc. and Harnett County to determine their part in the sewer line
construction and request restoration of the wetland areas that were impacted beyond the
standards 401 conditions. We will also require an as built plan of the entire length of the
sewer line within wetlands showing the location and type of antiseep collars installed. We
will then conduct an onsite inspection to verify their installation.
The proposed restoration plan for the impacted wetlands along the ditched area
appears to be adequate with a few modifications. They include extending the depth of the
rock check dams into the ditch to help stabilize the fill material, reducing the rip-rap swale
at the end of the stormwater pipe near rock dam #6, and adjusting the planting schedule
show the planting of herbaceous cover immediately and then planting trees and shrubs in
the Fall. These modifications were discussed with Mr. Kizer on June 25, 1996. It is our
understanding that all of the wetland areas (except where water control structures are
located) impacted by the ditching and sewer line construction will be restored. We will also
require additional plantings along the rest of the sewer line where the 40 foot construction
corridor width through wetlands was exceeded.
Environmental Sciences Branch • 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Oppoftnky ANlnnat m Acton Employer 509'• recyded/10% post consumer paper
The Division requests that you include with your final restoration plans, a schedule
of when the work will be done. Site inspections will made to verify progress on the
restoration work. No 401 Water Quality Certification requests will be approved elsewhere
on the property until the restoration work is complete. We appreciate your cooperation in
resolving this matter in a timely manner. Should you have additional questions please
contact myself or John Dorney at [phone] or Ken Averitte in our Fayettville
Regional Office at [phone].
Sincerely,
cc: Spout Springs, Inc.
Harnett County
Parker Lambert, Larry King an
Matt Flint, USACOE
John Domey, DWQ Raleigh
Ken Averitte, DWQ Fayette,
Jill Hickey; N.C. Attorney
S
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. John Koenig, Sr.
Northridge Developers, LLC
6200 Ramsey Street
Fayetteville, NC 28311
AT X-; T, A
;1k ?
E:) EHNR
September 17, 1996
Re: Notice of Violation of 401 Water Quality Certification
Northridge Plantation Subdivision
Harnett County
Dear Mr. Koenig:
Mr. John Dorney and I met with Jimmy Kizer and Parker Lambert on August
29,1996 to examine the restoration work that has been done on the impacted headwater
forest wetland along the western property boundary of Northridge plantation. We were
very pleased with the rock check dams and grading work to fill in the ditch and restore the
hydrology to the wetland areas. Mr. Kizer indicated that any planting plans would be
postponed until early next Spring to allow the disturbed areas to stabilize and allow some
natural revegetation to occur. This is agreable to the Division. I recommend that the area
be revaluated by March 1, 1997 to determine if additional plantings may need to be done
and if any additional mechanical work is necessary.
During the meeting there was some discussion about the energy dissapator pools at
the end of the stormwater pipes. It was agreed that these could be reworked to lower the
standing water in them and still allow the water to sheet flow back across the wetland.
However, the energy must be reduced sufficiently to prevent erosion within the wetland
area. This letter will serve to close out the violation against you. You will be receiving an
after the fact 401 Water Quality Certification for the work that has been done. Mr. Kizer
also showed us the preliminary plans for the rest of the subdivision and it appears that you
have minimized the wetland impacts on the rest of the development. We look forward to
recieving your application for this work.
The Division appreciates your cooperation in resolving this matter in a timely
manner. Should you have additional questions please contact myself or John Dorney at
[phone] or Ken Averitte in our Fayettville Regional Office at [phone].
Sincerely,
P'?
Peter B. Colwell
Environmental Specialist
Environmental Sciences Branch 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
cc: Spout Springs, Inc.
Harnett County
Parker Lambert, Larry King and Assoc.
Jeff Richter, USACOE
John Domey, DWQ Raleigh
Ken Averitte, DWQ Fayetteville
Jill Hickey; N.C. Attorney Generals Office

State of North Carolina
Department of Environment, 'Av
Health and Natural Resources AW4?.
Division of Environmental Management -i?I
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
E H N R
A. Preston Howard, Jr., P.E., Director
May 30, 1996
CERTIFIED MAIL, RETURN RECEIPT REQUESTED
Mr. John Koenig, Sr.
Northridge Developers, LLC
6200 Ramsey Street
Fayetteville, NC 28311
Re: Notice of Violation of 401 Water Quality Certication
Northridge Plantation Subdivision
Harnett County
Dear Mr. Koenig:
In my April 11, 1996 letter to you about the unauthorized wetland impacts at
Northridge Plantation and your request for a 401 Water Quality Certification to address
those impacts, I requested that no further sewer line construction occur in wetlands until the
appropriate State 401 Water Quality Certification is obtained and restoration plans which
we discussed were approved. To date the Division has not received any word on the
progress of your restoration plans and no State authorization has been given for your
project. The Division is currently moving toward denial of your 401 Water Quality
Certification request. Until that authorization is given, the fill of these wetlands is in
violation of Sections 401 and 404 Of the Clean Water Act.
On May 15, 1996, Mr. Ken Averitte and I made another site visit to Northridge
Plantation and found that sewer line construction has continued through wetlands
downstream of'the storm water containment basin and that no effort has been made to
restore the previously impacted wetlands along the unauthorized drainage ditch. Therefore
it is our conclusion that you are in willful violation of Section 401 the Clean Water Act
which requires State authorization for projects requiring Federal authorization for work in
waters or wetlands of the State. The need for a 401 Water Quality Certification is clearly
stated in the March 7, 1996 U.S. Army Corps of Engineers approval letter. Without a 401
Water Quality Certification your Federal Permits are invalid.
I request that you cease and desist from any further work in wetlands or waters of
the State and contact this office to rectify this matter. If you fail to contact this office within
10 days of receipt of this letter, we will request that the U.S. Army Corps of Engineers
revoke your Nationwide Permits 12 and 26, issued on March 7, 1996, and take
enforcement action to bring your project into compliance.
Sincerely, /?
Peter B. Colwell
Environmental Specialist
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
cc: Matt Flint, USACOE
John Dorney, DEM Raleigh
Ken Averitte, DEM Fayetteville
Jill Hickey; N.C. Attorney Generals Office
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
A 0'
[4** "
1:3 FE F1
March 5, 1996
Mr. John Koenig, Sr.
6200 Ramsey Street
Fayetteville, NC 28311
Re: North Ridge Subdivision
Dear Mr. Koeni
The Division of Environmental Management (DEM) has been notified by the U.S.
Array Corps of Engineers (USACOE) that you have undertaken work in wetlands that
requires their authorization under section 404 of the Clean Wl?:er Act. This letter is to
inform you that State authorization in the form of a 401 Water Quality Certification is also
required for activities which require Federal 404 authorization. DEM therefore requests
that you cease and desist any further work in wetlands or wate-s of the State and file an
application for a 401 Water Quality Certification.
Enclosed is a blank application. DEM requires seven copies of the application,
location maps. and plats along with a narrative of the Nvork tha: has been done and the
impacts that have occurred. The extra copies will be forwardev to other State agencies for
their review and comment back to DEM.
If have any questions about this matter please contact :-.e or John Dorney at ('919)
733-1786 or Ken Averitte at our Fayetteville Regional Office X910) 486-1541.
Sincerer.. 41-1
cc: Matt Flint, USACOE
John Dorney, DEM Ralei(,h
Ken Averitte, DEM Fayetteville
Peter B. Colwell
Environmental Specialist
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone S 19-733-7015 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recyc ed/ 10% post-consumer paper

State of North Carolina
Department of Environment,
AILT"
Health and Natural Resources 4 • A1?v
Division of Environmen al Management
James B. Hunt, Jr„ Governor ID F F1
Jonathan B. Howes, Secretary C
A. Preston Howard, Jr., P.E., Director
April 11, 1996
Mr. John Koenig, Sr.
Northridge Developers, LLC
6200 Ramsey Street
Fayetteville, NC 28311
Re: Northridge Plantation Subdivision
Dear Mr. Koenig:
Please reference our April 10, 1996 meeting with your agent James Kizer, Matt
Flint of the U.S. Army Corps of Engineers, Joe Glass of the N.C. Division of Land
Resources, Ken Averitte of the N. C. Division of Environmental Management (DEM)
Fayetteville Regional Office, and myself. The purpose of the meeting was to discuss the
unauthorized wetland impacts at Northridge Plantation and your request for a 401 Water
Quality Certification to address those impacts.
The ditching through headwater forest wetlands and filling which has been done
and is shown in your application would not have been authorized by DEM. Since your
application was received the sewer line construction has proceeded with more wetland
impacts from that construction and ditching further upstream. As we discussed in the
meeting, DEM will require that the ditch be filled in, the wetlands restored, and the
stormwater pipes pulled out the wetland areas to allow those areas to assimilate some of the
stormwater. However, as our discussions brought out, there are other problems involved
with managing the stormwater coming off the relatively steep slopes within your
development and the watershed and in stabilizing the disturbed areas along the sewer line
and ditch.
In order to reach a compromise with these issues, DEM has proposed that a
combination of fill, rip rap, and check dams be used along the ditch to restore the
hydrology to the adjacent wetlands as well as control the, stormwater runoff. The
stormwater outlets should also be pulled back away front the ditch but should have
diffusers or other similar devices within the wetland areas to slow stormwater flow and
reduce erosion. The sediment basin at the bottom of the ditch should be maintained until
the disturbed areas are stabilized. The restored ditch area should be planted with fast
growing wetland species such as alder or black willow. Also, all excess spoil material
from construction activities (excluding the road fill) shall be removed from wetlands and
the preconstruction wetland contours restored and planted. We understand that Mr. Kizer
will be submitting revised restoration plans to address these problems.
P.O. Box 29535, Raleigh, ';orth Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunrr, Affirmative Action Employer 50% recycled/ 10% post-consumer paper
In reference to the sewer line construction, Water Quality Gcneral Certification #
3022 states that written concurrence from DEM is not needed if the conditions of the
certification (see enclosure) are followed. These conditions include: that a utility line
parallel to a stream be located at the furthest distance from the stream as is practicable and
no closer than ten feet ; the construction corridor (including stockpiling of materials) is
limited to a 40 foot width within wetlands; anti-seep collars shall b_- placed every 150 feet
along the downstream gradient of the utility line as it passes through wetlands;
preconstruction wetland contours shall be restored; and excess material will be removed to
a non-wetland disposal area.
From previous site visits, including one on April 10, I have found that the
contractor has continued to excavate a drainage ditch through the wetland and has violated
most of the WQGC conditions listed above. Therefore the sewer line construction on your
property requires written concurrence from DEM and since these conditions also become
part of your 404 Nationwide 12 permit, you are also in violation this permit. We therefore
request that no further sewer line construction occur in wetlands until the appropriate State
401 Water Quality Certification is obtained and the restoration methods discussed above are
approved.
DEM also strongly advises that a pre-application meeting > held with the
appropriate agencies to discuss future development plans for the remainder of the
subdivision and possible wetland impacts once the current problems are resolved. We look
forward to reviewing your restoration plans. If have any questions about this matter please
contact me or John Dorney at [phone] or Ken Averitte at our Fayetteville Regional
Office [phone].
Sincerely, io;" d4' J'_ _
Peter B. Col%vell
Environmental Specialist
cc: Matt Flint, USACOE
John Dorney, DEM Raleigh
Ken Averitte, DEM Fayetteville
Joe Glass, DLR Fayettville
James Kizer
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., G ovemor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 3, 1996
Mr. James M. Kizer, Jr., PE
Moorman, Kizer & Reitzel, Inc.
115 Broadfoot Avenue
Fayetteville, NC 28305
Re: Northridge Plantation Subdivision
Harnett County
Dear Mr. Kizer:
ffl?.IWA
E:> E-= F=1'
We have reviewed your revised wetland restoration plans for the ditched area along
the new sewer line in Northridge Plantation. The plans appear to be adequate to effectively
restore the impacted wetlands. We still have some concerns about elevation and runoff in
the large wetland area around the stormwater outlet near rock dam no. 6. These concerns
will hopefully be alleviated when we see the grading and restoration work underway.
The Division authorizes Mr. Koenig to proceed with the revised wetland restoration
plan received on July 3, 1996. We ask that you keep us advised of the restoration schedule
so that we can monitor the progress on it. Should you have additional questions please
contact myself or John Dorney at [phone] or Ken Averitte in our Fayetteville
Regional Office at [phone].
Sincerely,
cMatt Flint, USACOE
John Dorney, DWQ Raleigh
Ken Averitte, DWQ Fayetteville
Jill Hickey; N.C. Attorney Generals Office
roeh,y, s?-
Peter B. Colwell
Environmental Specialist
Environmental Sciences Branch 440t Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 5017, recycled/10%, post consumer paper
. A- .

REPLY TO
ATTENTION OF
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
April 22, 1996
Regulatory Branch
'(.e 1 /A v`t ri t'-f e-
C, 4,1
MF"rq 96
,(off/FNS
Action ID. 199602829 and 199602655, Richmond Park at Northridge
Plantation
Mr. John Koenig, Sr.
6200 Ramsey Street
Fayetteville, North Carolina 28311
Dear Mr. Koenig:
Please reference your April 10, 1996, meeting with the
undersigned, Messrs. Ken Averitte, Pete Colwell, and Joe Glass of
the North Carolina Department of Environment, Health and Natural
Resources, Mr. John Koenig, Jr., of The Prudential John Koenig
Realtors and Mr. Jimmy Kizer, of Moorman, Kizer & Reitzel, Inc.
During the meeting, you and Mr. Kizer requested information on
types of vegetation suitable for planting in and around existing
and restored wetlands. The Corps of Engineers has not required a
re-vegetation plan for your wetlands restoration project, or
permitted fill areas. However, anything you can do to restore,
or enhance the recovery of wetland vegetation typical to the area
will be appreciated.
Typical erosion control seed mixtures often fair poorly in
the saturated, often strongly acid soils common in the Sandhills
region. Weed-like rushes, bulrushes, blackberry, and catbriar
commonly establish themselves within a year on disturbed wetland
areas. Other native plants adapted to saturated soil conditions
and low pH can be planted to create landscapes, enhance
aesthetics, increase property values, create wildlife habitat and
improve water quality functions.
Our plant-type recommendations to you are based on
information obtained from the U.S. Department of Agriculture's,
"Soil Survey of Harnett County, North Carolina". The soil survey
labels the hydric (wetland) soils in you permit area with the
Bibb loam mapping unit. The description of this mapping unit
(copy enclosed) indicates that dominant native trees are
baldcypress, pond pine, red maple, green ash, hickory, sweetgum,
swamp tupelo, river birch, water oak, willow oak, and swamp white
oak. The (native) understory may contain red cedar, American
holly, sweetbay, sourwood, reeds (e.g., switchcane), and wax
myrtle.
-2-
Wetland trees and shrubs are available from some of your
local nurseries. A registered nurseryman, or landscaper can
recommend a wetland plant design that appeals to your tastes and
budget. The North Carolina Division of Forest Resources as well
as most large private forest products companies also raise and
sell some of the varieties named above. A partial list of
wetland plant nurseries in North Carolina is enclosed for your
use should you want to inquire further into this matter.
If you have questions regarding this correspondence, please
contact me by writing the above address, or by telephoning (910)
251-4466.
Sincerely,
Matthew Flint
Regulatory Specialist,
Wilmington Regulatory
Field Office
Enclosures
Copies Furnished (with enclosures):
Mr. Pete Colwell
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Water Quality Section
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
Moorman, Kizer & Reitzel, Inc.
ATTN: Mr. Jimmy Kizer
Post Office Box 53774
Fayetteville, North Carolina 28305
12
AyB-Aycock slit loam, 2 to 6 percent slopes. This
map unit cc very deep,
well drainer a slightly
rounded pa f gC3 LO4 as are
irregular in to 100 acres
in size.
Typically own silt loam
7 inches th y pale brown
silt loam 3 :lpth of 64
Inches is si wn in the
upper part; wish brown in
the next pa red, and
light gray it the surface
layer is loaf loam. In
other place
Permeak slow.
Available w is very
strongly aci : the surface
layer has b.._....... ... ,. .. w ... high water
table is at a depth of 4 to 6 feet from January through
April during most years.
Included in mapping are a few small areas of
Marlboro and Norfolk soils. The moderately well drained
Exum soils generally are in areas adjacent to
depressions. Marlboro soils have more clay in the
subsoil than the Aycock soil, and Norfolk soils contain
more sand. Both of these soils are adjacent to sandy
soils on the Coastal Plain. They make up about 20
percent of the map unit.
Most of this map unit is used for cultivated crops.
The remaining acreage is mainly woodland and pasture.
This soil is well suited to cultivated crops, such as
corn, soybeans, small grain, and cotton. Winter cover
crops, conservation tillage, and crop residue
management can help to control erosion and maintain
tilth. Field borders and a crop rotation that includes
close-growing crops conserve soil and water.
This map unit is well suited to hay and pasture.
Proper stocking rates, pasture rotation, timely deferment
of grazing, and restricted use during wet periods help to
keep the pasture in good condition.
This map unit is well suited to woodland. The
dominant trees are loblolly pine, southern red oak, white
oak, and hickory. The main understory species include
dogwood, holly, sourwood, and sassafras. No major
limitations affect woodland use and management.
This map unit is moderately suited to most urban and
recreational uses. The restricted permeability is a
limitation on sites for septic tank absorption fields. It can
be overcome by modifying the field or absorption area.
The capability subclass is Ille. Based on loblolly pine
as the indicator species, the woodland ordination
symbol is 8A.
Soil Survey
Bb-Bibb loam, frequently flooded. This map unit
consists mainly of nearly level, very deep, poorly
drained Bibb and similar soils on flood plains and in
small natural drainageways. Mapped areas are
elongated bands that follow the stream channel. They
range from less than 10 acres to more than 200 acres
in size. Small areas, usually less than 10 acres in size,
are common along upland drainageways.
Typically, the surface layer is dark grayish brown
loam 10 inches thick. The underlying material extends
to a depth of 60 inches. The upper part is dark gray and
gray sandy loam, and the lower part is light gray loamy
sand that has pockets of sandy loam. In places the soil
has subsurface layers of loam or clay loam.
Permeability is moderate. Available water capacity is
high. Reaction is very strongly acid or strongly acid,
except where the surface layer has been limed. The
seasonal high water table is at a depth of 0.5 foot to 1.5
feet from December through May during most years or
after prolonged periods of rain. This soil is frequently
flooded for brief periods from December through May
during most years.
Included in mapping are small areas of very poorly
drained soils and soils that contain more clay than the
Bibb soil. These soils are in depressions in large
mapped areas along the major streams. They make up
about 20 percent of the map unit.
Most of this map unit is used as woodland. A few
areas have been cleared of trees and are used for
pasture or row crops.
This map unit is poorly suited to cultivated crops,
such as corn and soybeans. The wetness and the
flooding are the main management concerns.
Generally, suitable outlets are not available for a
drainage system because the unit is on the lowest part
of the landscape.
This map unit is poorly suited to hay and pasture
because of the wetness and the flooding. Proper
stocking rates, pasture rotation, timely deferment of
grazing, and restricted use during wet periods help to
keep the pasture in good condition.
This map unit is moderately suited to woodland. The
dominant native trees are baldcypress, pond pine, red
maple, green ash, hickory, sweetgum, swamp tupelo,
river birch, water oak, willow oak, and swamp white
oak. The understory species are mainly cedar,
American holly, sweetbay, sourwood, reeds, and
waxmyrtle. The wetness and the flooding result in a
high seedling mortality rate and limit the use of
equipment.
This soil is poorly suited to urban and recreational
uses. The wetness and the flooding are the main
management concerns.

Nursery -
United States Forest Service
• W.W. Ashe Nursery
368 Ashe Nursery Road
Brooklyn, MS 39425
601/584-8488
North Carolina
Federal Paper Board Company, Inc.
J.B. Lattay Forest Tree Nursery and
Genetics Center
PO Box 1007
Lumberton, NC 28359
919/739-7596
North Carolina Division of
Forest Resources
Claridge State Forest Nursery
762 Claridge Nursery Road
Goldsboro, NC 27530-
919/731-7988
North Carolina Division. of__._.
Forest Resources
Edwards State Forest Nursery
701 Sanford Drive
© Morganton, NC 286,55
704/438-6270
Weyerhaeuser Company
G.H.W. Weyerhaeuser Nursery
Rt. 2, Box 139
Washington, NC 27889
919/946-7718
Oklahoma
Oklahoma Division of
Al Engstrom Forest
Regeneration Center
Rt. 1, Box 44
Washington, OR 73093
405/288-2385
Loblolly pine, bald-
cypress, Atlantic
white cedar, water
oak, willow oak,
cherrybark oak,
swamp chestnut oak,
green ash, sweetgum,
sycamore
Forestry Baldcypress, pin oak,
water oak, sweet
pecan, black walnut,
green ash, sycamore
Species Available
Loblolly pine,
longleaf pine
Loblolly pine,
willow oak, cherry-
bark oak, sweetgum
Loblolly pine, long-
leaf pine, pond pine,
baldcypress, Atlantic
white cedar
Loblolly pine, water
oak, willow oak,
cherrybark oak,
swamp chestnut oak,
black walnut, yellow
poplar, green ash,
sweetgum,-sycamore,
sugarberry,
persimmon, water
tupelo, hazel alder,
red maple
7
Iu
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., G ove mor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 18, 1997
Mr. John Koenig, Jr.
North ridge Developers, LLC
6200 Ramsey Street
Fayetteville, NC 28311
Re: Violation of 401 Water Quality Certification
Northridge Plantation Subdivision
Harnett County
Dear Mr. Koenig:
E:) FE Fl`
This letter is in reference to our April 17, 1997 meeting with Jimmy Kizer at Northridge
Plantation Subdivision to examine the corrective actions that have been taken to resolve the 401
Water Quality Certification violation . Overall the Division is pleased with your efforts to restore
the headwater forest impacted by the installation the adjacent sewer line. However, the heavy
rains of last fall and winter did cause more erosion to occur and dislodged rocks in most of the
check dams. Sediment has built up behind most of the check dams and wetland vegetation has
reestablished itself in many of the areas between the check dams. As we discussed on site,
plantings of fast growing woody vegetation such as black willow or alder should be scattered
through the disturbed channel areas to stabilize the soils.
More specific notes are as follows. I numbered the check dams 1 through 9 from the uphill
to downhill.
-All the check dams need repairs to the center sections where the rock was washed out.
At check dam 3 rock needs to be moved to the west side where water has made a channel around
that end. At check dam 6 water has apparently scoured underneath it. The filter cloth and rock
may need to be redone or smaller stone placed on the uphill side to redirect the water.
-Areas below check dams 4, 5, 6, and 7 have scoured badly, reforming channels that will
further drain the wetlands. These areas will need to be filled in again or leveled out as we
discussed. It is imperative to get vegetation on these areas to stabilize them as quickly as
possible..
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX # [phone]
An Equal opportunity Affirmative Action Employer 501/6 recycle&10 % post consumer paper
-We also found erosion channels through the wetlands from the energy dissipator pools
taking runoff from the streets. The rock at one of the pools had completely washed out and all
the pools had filled with sediment. You expressed concerns about the standing water and safety
aspects of these pools. As stated in our September 17, 1996 letter, the Division is open to
suggestions of how to redesign these pools to meet your needs and also serve to reduce the
water's energy and prevent further erosion of the wetland areas.
The Division appreciates your cooperation and progress in resolving this matter. We will
be making another site visit after the restoration measures have been completed. Should you have
any questions please contact me or John Dorney at (919) 733-,1786 or Ken Averitte at (910) 486-
1541.
Sincerely,
Peter B. Colwell
Environmental Specialist
cc: US ACOE, Wilmington Field Office
Ken Averitte, DWQ, Fayetteville Regional Office
John Dorney, DWQ
Central Files
Nridge.vio
MOORMAN, KIZER & REITZEL, INC.
%uc?bt?? ?s, ! h?<uzu?as «?tc? 1tt ?c*ey??zs
115 BROADFOOT AVENUE • POST OFFICE Box 53774
FAYETTEVILLE, NORTH CAROLINA 28305
TELEPHONE: [phone]
FAX: [phone]
March 18, 1996
Mr. Peter B.
Environmental
NCDEHNR
PO Box 29535
Colwell
Specialist
Raleigh, NC 27626-0535
REF: Northridge Plantation Subdivision
Barbeque Township, Harnett County, NC
Dear Mr. Colwell:
RECENED
MAR 2 b 1996
E?I?pNMEN1;A^ SCIENCES
Please find enclosed seven (7) copies of the joint application for
404 and 401 certification along with supporting materials and maps.
I have used the older version of the joint application form since
the faxed copy of the new form I received from the owner was almost
illegible.
As you are aware, there has been a good bit of coordination on this
project between Mr. Matt Flint, USACOE and Mr. Joe Glass, NCEDHNR
already. We have revised a erosion control plan specifying a
stabilized ditch/swale that has been approved by NCDEHNR (plans and
letter included) and agreed to by USACOE that will hopefully
stabilize and restore some of the impacted wetland areas, and we
have been asked by the USACOE to have this work completed by April
30, 1996.
In order to insure that the necessary work is completed by the
above specified date, I must request that you do all you can to
expedite this section 401 process. I anticipate it will take
approximately 4 work weeks to implement the revised plan for the
impacted area, but do not want to get started until we have the
blessings of all parties involved.
Please feel free to give me a call at [phone] if you have
any questions or desire any further information.
Sincerely,
M AN, KI &,REITZEL, INC.
J es 1 zed; Jr. , PE
JMKjr.:boa
Encls.
cc: Mr. John Koenig
Mr. Matt Flint
Mr. Ken Averette

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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS 5U.
P.O. BOX 1890 ,,?,?
WILMINGTON, NORTH CAROLINA 28402-1890-?¦¦
REPLY TO
ATTENTION OF March 7, 1996
Regulatory Branch
Action ID. 199602829 and 199602655, Northridge subdivision and Nationwide
Permit No. 26
Mr. John Koenig, Sr.
6200 Ramsey Street
Fayetteville, North Carolina 28311
Dear Mr. Koenig:
Please reference our previous correspondence, dated February 5, 1996,
regarding unauthorized activities in jurisdictional wetlands at your property,
known as Richmond Plantation at Northridge, located east of NC Highway 87, in
Spout Springs, Harnett County, North Carolina.
On February 9, 1996, you, Mr. John Koenig, Jr., Mr. Jimmy Kizer,
Mr. Parker Lambert, and Mr. Hal Owen met on-site with the undersigned to
discuss the Corps of Engineers concerns with your residential development
work. During the me?eeting, specific unauthorized work was identified. A total
of approximate)yy2.5)acres of wetlands have been disturbed to construct an
unauthorized roa?3 crossing, several backfilled residential lots, and a
drainage ditch.
We also discussed restoring the wetlands. It was my conclusion that
complete restoration of the wetlands is impractical because of the steep
slopes and erodability of the soils. Subsequently, we agreed to a compromise
restoration plan involving redesign of the drainage ditch, relocation of the
proposed sewer outfall, and eventual removal of a temporary sediment basin at
the lowest end of the ditch. We further agreed that the Corps would consider
authorizing the work (after-the-fact) pursuant to Nationwide Permit 26 with a
special condition that the restoration work be completed in a timely manner.
I have received the redesigned ditch plans prepared by Moorman, Kizer
and Reitzel, Inc. and the redesigned sewer outfall alignment prepared by Larry
King and Associates. These plans depict work which will be acceptable to the
Corps for the purposes of minimizing the adverse impact to wetlands. Based on
your submitted restoration plans and your pledge to complete the restoration
work prior to April 30, 1996, I am prepared to close our enforcement file on
you.: project and proceed with a conditional nationwide permit authorization
for your project.
A total of 2.5 acres of wetlands, located above the headwaters point of
McLeod Creek, have been affected by your project. For the purposes of the
Corps of Engineers' Regulatory Program, Title 33, Code of Federal Regulations
(CFR), Part 330.6, published in the Federal Register on November 22, 1991,
lists nationwide permits. Authorization was provided, pursuant to Section 404
of the Clean Water Act, for discharges of dredged or fill material into
headwaters and isolated waters by Nationwide Permit No. 26.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions, the
restoration plan is completed according to your submitted plans prior to
April 30, 1996, and provided that you receive a Section 401 water quality
certification from the North Carolina Division of Environmental Management
(NCDEM). You should contact Mr. Pete Colwell, telephone [phone],
regarding a water quality certification. This nationwide permit does not
Pnnted on ® Recycled Paper
-2-
relieve you of the responsibility to obtain any other required State or local
approvals.
This verification will be valid until the permit is modified, reissued
or revoked, which will occur prior to January 21, 1997. It is incumbent upon
you to remain informed of changes to the nationwide permits, which will be
announced by public notice when they occur. If you commence, or are under
contract to commence, this activity before the date the nationwide permit is
modified or revoked, you will have twelve months from the date of the
modification or revocation to complete the activity under the present terms
and conditions of this nationwide permit.
After-the-fact nationwide permit authorizations are not normally
available. Where eligible, nationwide permits authorize activities in
wetlands provided the work results in minimal adverse impact to the aquatic
environment and that all terms and conditions of the permit are satisfied.
For residential development purposes, we normally issue permits for access
through and modifications to wetlands that facilitate full use of upland areas
for houses and related construction. Discharges greater than those needed to
accomplish these specific needs are usually considered to have greater than
minimal impacts by contributing to the unnecessary cumulative reduction in
aquatic habitat both in the immediate area and the nation in general.
Please be advised that additional wetlands associated with McLeod Creek
are located within the limits of the proposed development at Northridge. Some
of the wetlands may be located below the headwaters point and adjacent to
McLeod Creek. To prevent any further violations of Federal law, wetlands on
your property should be identified, delineated, surveyed and indicated on
development plans before any construction is begun. Delineation of wetlands
performed by consultants must be verified and approved by the Corps of
Engineers.
The Corps of Engineers' regulatory jurisdiction, pursuant to Section 404
of the Clean Water Act, manages the placement of excavated or fill material in
wetlands, areas exhibiting saturated, hydric soils and hydrophytic vegetation.
Such work, including mechanized land clearing, excavation, road construction
and the placement of fill material to raise elevations, must be permitted by
Department of the Army authorization before it is begun. Portions of your
continuing project may still qualify for authorization by nationwide permit.
However, your development plans should indicate avoidance and/or minimization
of impacts to wetlands. Mitigation may be required for wetland impacts
exceeding three acres.
To be acceptable for processing by the Corps of Engineers, any future
authorization requests for Northridge subdivision, or its parts, should
address all wetland impacts planned to occur within an entire phase of
development.
If you have questions regarding this correspondence, please contact me
by writing the above address, or by telephoning [phone].
Sincerely,
Matthew Flint
Regulatory Specialist,
Wilmington Regulatory
Field Office
Enclosure
Copies Furnished (without enclosure) :
Mr. Pete Colwell
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Hal Owen & Associates
ATTN: Mr. Hal Owen
Route 1, Box 120-C
Lillington, NC 27546
Copies Furnished (with enclosure) :
Larry King & Associates
ATTN: Mr. Parker L. Lambert
1333 Morgantown Road
Suite 201
Fayetteville, North Carolina 28305
Moorman, Kizer & Reitzel, Inc.
\v ATTN: Mr. Jimmy Kizer
Post Office Box 53774
Fayetteville, North Carolina 28305
-3-

State of North Carolina
Department of Environment,
Health and Natural Resources 1 • •
Fayetteville Regional Office
ON%
James B. Hunt, Governor EDE H N
Jonathan B. Howes, Secretary February 28, 1996

Mr. John Koenig
5135 Morganton Road
Fayetteville, NC 28304
Re: Approval of Soil Erosion and
Sediment Control Plan
Richmond Park, Phase I (Rev.)
Harnett County, NC
Dear Mr. Koenig:
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. The existing sediment trap (to be upgraded to a rock dam)
should remain functional until all upstream areas
disturbed by this project and the sanitary sewer project
are stable and well vegetated.
2. The minimum size of rip rap in the ditch should be NC DOT
Class I rip rap.
3. It may be necessary to line each side of the rip rap
ditch with erosion and sediment control measures such as
silt fence or temporary diversions outleting into the
sediment trap.
Wachovio Building, Suite 714, Fayetteville ?y4
FAX [phone]
North Carolina 28301-5043 N%4F
C An Equal Opportunity Affirmative Action Emplc / er
Voice 910-486-1541 ?Wwfflffl 500% recycled/ 10% post-consumer paper
Mr. John Koenig
Re: Richmond Park, Phase I (Rev.)
Harnett County
Page 3
Title 15, Section 4B .0017 (A) of the North Carolina
Administrative Code reqires 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.
We look forward to working with you on this project.
Sincerely,
L '?. ?L/ L i'
Gerald Lee
Assistant Regional Engineer
Land Quality Section
GL/bt
cc: James M. Kizer, Jr., P.E.

C.
DEM ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL 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
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone (919) 733 / 7 F&
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: John S. Koenig, Northridge Developers, LLC
2. OWNERS ADDRESS:
6200 Ramsey Street, Fayetteville, NC 28311
3. OWNERS PHONE NUMBER (HOME): _
ACTION ID:
(WORK):910:
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: James M. Kizer, Jr., PE
Moorman, Kizer & Reitzel, Inc.
PO Box 53774
Fayetteville, NC 28305 [phone] FAX:[phone]
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: HARNETT
NEAREST TOWN OR CITY: Spring Lake/Spout Springs Community
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): Miles north
of S rin Lake on the east side of NC Highway 87 at North rid a antation
u division The site in question is to the west of Richmond Park rive
aOng-an adlaGBtlt-property 1 i nP
6. NAME OF CLOSEST STREAM/RIVER: Reedys Swamp
7. RIVER BASIN: Cape Fear
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, 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 WETLANDS LOCATED ON PROJECT SITE:
100± Acres
2/3/92
488-1976

-2-
NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: 1.30 Ac. ±
DRAINED: 0.70 Ac. ±
FLOODED:
EXCAVATED: 0.50 Ac. .±
TOTAL IMPACTED: 2_50 Ac. ±
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS). Site grading, road
construction and drainage management associate wi resi en is o
layout an construction:
13. PURPOSE OF PROPOSED WORK: Residential subdivision development
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. The location and orientation of wetland areas necessitated im acts
from some roa s an lots, Storm water management activities created
impacts due to ditch excavation an rainage. The proposed restoration plan
should help to restore some of the previously impacted wetlands.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [ ] NO [X]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES ( ] NO [X]
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY. (See Note 1. below).
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT. N/A
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (See Note 1. below).

D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential subdivision, undeveloped
woodlands.
F. IF APPLICABLE, WHAT IS PROPOSED MET WAGE DISPOSAL? The current project
uses septic systems. It is antici a d fut e o ment will hav st to
public sewer systems.
NOTE: 1. The wetlands area was determined
by Mr. Matt Flint with the Army Corps of WN SIGNA URE DATE
Engineers. Any supporting information such as S. Koeni
delineation and data sheets are not available to us at this time.
NORTHRIDGE PLANTATION SUBDIVISION
PHASE I - RICHMOND PARK
MARCH 1996
NARRATIVE ON WETLANDS IMPACTS
These impacts are based on the USACOE assumed wetlands limits, and
may not represent the actual impacts, which are estimated to be
less than 2.5 acres.
According to the USACOE, the wetlands impacts on this project
consist of approximately 2.5 acres, or which 1.3 acres were filled
due to a road crossing and lot construction, 0.5 acres were
excavated in association with the construction of a ditch for storm
water management along the presumed toe slope transition from the
wetlands to the uplands and the draining to some extent of 0.7
acres along the ditch. While it would be desirable to restore the
wetlands back to their original condition, the very unstable soils
in the region have dictated that a stabilized ditch/swale be placed
in this impacted low area. This design will hopefully help to feed
controlled runoff back into the wetlands areas, and along with a
re-vegetation plan should help to restore a majority of the
excavated and drained impacted areas along with a portion of the
filled areas.
It is planned now that future sections of this development will
have wetlands surveys and delineations prior to layout planning to
insure minimal impacts. It is important to point out here that
there is a large low area associated with Reedys Swamp that runs
through the heart of this large tract of land, and this area has
already been planned around to avoid impacts in this area. I can
assure you, the oversight that resulted in the impacts in this
phase will not be repeated again on this project.
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
August 5, 1996
REPLY To
ATTENTION OF
Regulatory Branch
Action ID. Numbers: 199602655 (Nationwide Permit 12), 199602829
(Unauthorized Discharge), and 199603826 (Wetland Delineation)
Mr. John Koenig, Sr.
6200 Ramsey Street
Fayetteville, North Carolina 28311
Dear Sir:
RECEIVED
AUG 4'71996
ENVIRONMENTAL SCIENCES
nRA#,1f-,N
This letter is written for the purposes of summarizing and
updating the status of U.S. Army Corps of Engineers regulatory actions,
to date, related to development in the Northridge Plantation
subdivision, located east of NC Highway 87, near Spout Springs, Harnett
County, North Carolina. A delineation and survey of wetlands on the
property was certified by the undersigned on July 23, 1996. The
wetlands are associated with Reedys Swamp, a tributary to Jumping Run
Creek, Little River, and the Cape Fear River.
On December 21, 1995, this office issued you a verification of
Nationwide Permit 12 authorization for installation of 4,680 feet of
sewer outfall in wetlands, in Northridge Plantation, and an additional
200 feet of force main in wetlands on adjacent property. During
installation of the sewer outfall, construction activities in wetlands
exceeded the limits of temporary disturbance within the 40 foot wide
corridor allowed by Nationwide Permit 12 authorization. Work in excess
of Nationwide Permit 12 occurred in violation of Section 301 of the
Clean Water Act. The violation included excavation of a ditch adjacent
to the sewer outfall, sidecast of dredged material, and excessive
mechanized land clearing in wetlands.
The unauthorized ditch originates near the property's western-most
corner and terminates at a sediment/storm water control basin. This
area shall be referred to as the upper portion of the sewer project.
The sewer project also has a lower portion extending down slope from the
basin, to a lift station.
Within the upper portion of the sewer project, 1.9 acres of
wetland impact occurred, in excess of the authorization for utility line
installation due to drainage, filling and land clearing. Within the
lower portion of the sewer project, 0.9 acre of wetland impact occurred,
in excess of the authorization for utility line installation due to
mechanized land clearing. A total of 2.8 acres of wetlands have been
adversely affected by construction in Northridge Plantation. This
acreage figure is based on our most recent observations of the completed
project and measurements taken from the wetland delineation survey. The
acreage figure (above) is slightly higher than the figure stated in our
letter of March 7, 1996 because additional impacts to wetlands were
observed in the upper portion of the project.

-2-
Wetlands in the upper portion of the sewer project have been
severely degraded by drainage, soil disturbance and filling.
Successful completion of the ditch restoration plan prepared by Moorman,
Kizer, and Reitzel, Inc. will restore wetland functions to a majority of
the upper portion of the sewer project.
Wetlands in the lower portion of the sewer project have been
degraded by vegetation removal and soil disturbance. While these
wetlands have not been removed from Section 404 jurisdiction, adverse
impacts have occurred. We have determined that a restoration attempt in
this area is impractical due to the risk of greater wetland impacts,
therefore no restoration work is required in the lower portion of the
project.
Our letter of March 7, 1996, confirmed the availability of
Nationwide Permit 26 (NWP 26) for authorization of discharges of dredged
and fill material in headwaters and isolated waters, including wetlands.
After-the-fact NWP 26 authorization is available to cover the
outstanding 2.8 acres of wetland impacts which have occurred at
Northridge Plantation. However, a condition of your after-the-fact
authorization was that ditch restoration be completed prior to April 30,
1996. Apparently, this did not occur because of conflicting restoration
instructions you received from the Corps and the North Carolina
Department of Environment, Health, and Natural Resources, Division of
Water Quality. It is our understanding that all parties are now in
agreement that the restoration plan submitted by Moorman, Kizer, and
Reitzel, Inc., on June 24, 1996, is adequate.
Provided that you accomplish the restoration project prior to
September 15, 1996, no further enforcement action will be taken in this
matter. Further Nationwide Permit authorization will be withheld from
Northridge Plantation until the restoration project is completed.
Please notify us when the restoration is nearing completion to arrange
an inspection by our representative.
Pre-construction notification and authorization is required for
any further work in wetlands at Northridge Plantation, including
wetlands previously disturbed by the sewer project. Any future permit
application must include a plan showing proposed lot lines and wetland
boundaries throughout the subdivision. Our evaluation of future permit
requests will be made in consideration of the individual and cumulative
impacts to the environment. High quality restoration will reduce the
impact of the work which has already occurred at Northridge Plantation.
If you have questions regarding this correspondence, please
contact Mr. Jeff Richter by writing the above address, or by telephoning
[phone].
Sincerely,
Ernest Jahnke
Wilmington Field Office Manager
-3-
Copy Furnished:
ivision of Environmental Management
orth Carolina Department of Environment,
Health and Natural Resources
Water Quality Section
ATTN: Mr. Pete Colwell
Post office Box 29535
Raleigh, North Carolina 27626-0535
Moorman, Kizer & Reitzel, Inc.
ATTN: Mr. Jimmy Kizer
Post office Box 53774
Fayetteville, North Carolina 28305
Larry King & Associates
ATTN: Mr. Parker L. Lambert
1333 Morgantown Road
Suite 201
Fayetteville, North Carolina 28305
Hal Owen & Associates
ATTN: Mr. Hal Owen
Route 1, Box 120-C
Lillington, NC 27546
MOORMAN, KIZER & REITZEL, INC.
E12[9. U2£EZS?A[WU2EZ3 aiu Su zvFyo u
115 BROADFOOT AVENUE • POST OFFICE BOX 53774
FAYETTEVILLE, NORTH CAROLINA 28305
TELEPHONE: [phone]
FAX: [phone]
Ott r,
L! 1996
July 1, 1996 ! N*11 1MENr yL s?_;iClvcES
Mr. Peter B. Colwell
Environmental Specialist
State of North Carolina
NCDEHNR - Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, NC 27607
REF: Wetlands/Ditch Restoration Plans
Richmond Park, Phase One at
Northridge Plantation
Dear Mr. Colwell:
Enclosed is a set of revised and updated Wetland/Ditch Restoration
Plans at Richmond Park, Phase One at Northridge Plantation for your
review and files. These plans address the comments you gave me per
telecom on June 25, 1996, and include the following items:
1) The storm drainage line from Yadkin Court has been pulled back
up the hill some to try to bring it closer to the wetlands
line, but has only been shortened about 12 feet due to erosion
control concerns. The most critical of these is the slope on
the hillside, since it would be too steep if we pulled the
pipe back further to provide adequate erosion control
protection from the outlet. It was determined during a field
visit that the pipe could be moved back somewhat without
significantly increasing the outlet slope. Further, it is
wise to armor over the sewer line to insure against scour and
erosion problems around the sewer pipe, and this can be
accomplished by piping over it or by locating the rip-rap
outlet apron over it, which we have done on this revised plan.
2) A note has been added to the plans on the Detail Sheet 4 of 4
stating that rip-rap shall be put in the existing ditch at the
rock dam locations in order to insure against undermining,
etc.
3) The pipe outlet swale adjacent to rock dam no. 6 has been
pulled back and minimized as much as possible, and this has
been reflected on Sheet 3 of 4. In pulling this rip-rap
swale back, it becomes necessary to create a bowl type outlet
point for the pipe, which means that runoff would have to
build up to a certain elevation before it would flow out. The
Mr. Peter B. Colwell
July 1, 1996
Page 2
dictating factor here was to insure water did not backup into
the catch basins on Richmond Park Drive.
4) The plantings will include more indigenous wetlands plants and
trees once the restoration area is stabilized sufficiently to
allow such plantings. It is also anticipated, that volunteers
will reappear quickly once the area is stabilized.
I hope these comments and revisions will clarify any questions or
concerns you may have had on the restoration plans. Mr. Koenig has
already contacted and reviewed this project with a local
contractor, who indicated that construction could begin in about
three weeks (week of July 22nd). The three week time schedule to
begin is due to previous commitments of the contractor and the 4th
of July Holiday Week. Mr. Koenig would request that your office at
a minimum forward him some form of written consent and approval on
the restoration plans prior to the planned start date in order for
him to feel secure in the fact that he is proceeding appropriately.
In any event, the plan is still to complete construction on the
restoration area within four (4) weeks of construction startup.
Please feel free to give me a call if I can answer any questions or
provide you with any additional information.
Sincerely,
MOORMAN, KIZER & REITZEL, INC.
96- ?- -
James M. Kizer, Jr., PE
JMKjr.:boa
Encls.
cc: Mr. John Koenig
Mr. Matt Flint
MOORGMAN, KIZER & REITZEL, INC.
, I2nyi 1EET1, LP-lan ev aPzd _SuTVE j0T1
115 BROADFOOT AVENUE • POST OFFICE BOX 53774 RECEIVED
FAYETTEVILLE, NORTH CAROLINA 28305
TELEPHONE: [phone] JUN 1 91996
FAX: [phone] ENVIRONMENTAL SCIENCES
?l^y
June 18, 1996
Mr. Peter B. Colwell
Environmental Specialist
State of North Carolina
DEHNR - Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, NC 27607
REF: Northridge Plantation Subdivision
Off Highway 87 in Harnett County
Wetland/Ditch Restoration Plans
Dear Mr. Colwell:
Enclosed is a set of our proposed wetland/ditch restoration plans
for Richmond Park, Phase 1 at Northridge Plantation for your review
and comment. I am also enclosing a copy of the hopefully final map
of the wetlands delineation for your files. I will be meeting with
Mr. Matt Flint of the Corps of Engineers tomorrow, at which time I
will give him copies of this same information. Upon his final
review and sign-off of the delineation, I will send you an executed
copy for your files.
I would appreciate you reviewing this information and giving me
your comments and/or approval as soon as possible. As soon as
everyone signs off on these plans, Mr. Koenig will authorize the
work to begin, and as originally proposed several months ago, we
would plan to finish the work within 4 weeks. Feel free to give me
a call at 910: 484-5191 if you have any questions
additional information.
Sincerely,
M RMAN, ER & REITZEL, INC.
me M. Kizer, Jr., PE
JMKjr.:boa
Encl.
or require
CW61
( S
cc: Mr. John Koenig
r w
ThePrudential

John Koenig, REALTORS" JOHN KOENIG
President
6200 Ramsey St
Fayetteville, NC 28311
[phone]
June 13, 1996
?
Mr. Peter B. Colwell el
c?LF
?
Environmental Specialist &
I
State of North Carolina ti?
DEHNR- Environmental Sciences Branch 9
4401 Reedy Creek Road y?
Raleigh, NC 27607 Lr
REF: Notice of 401 Water_Quality Certification
Violations, Northridge Plantation Subdivision
off Highway 87 in Harnett County, NC
Dear Mr. Colwell:
As you are aware, we have been working with your office, the US
Army Corps of Engineers and the NC Division of Land Resources for
quite some time now in order to come up with an acceptable plan
that would stabilize and restore the impacted wetlands associated
with the ditch at Richmond Park Subdivision at Northridge
Plantation. At the April 10th meeting at the Fayetteville Regional
Office, I was given the impression that in order to help clarify
the wetlands situation at Northridge Plantation, that it would be
necessary to delineate the wetlands and survey the delineation of
the properties that I currently own. It was further brought out
during this meeting that Mr. Matt Flint of the US Army Corps of.
Engineers would prefer to confirm the entire delineation of both
the disturbed area associated with the ditch and the rest of the
tract at the same time. As you can imagine, it takes a great deal
of time and money to delineated, survey and map the wetlands
associated with a 300 acre site, and this time factor associated
with the fact that I have been out of the country twice for several
weeks at a time in the last month and a half have complicated my
responding to your concerns in a timely manner.
In r°cent duys, I have receivel,L sevz. al leL.L(-3 5 .Li_um yuu (:uncerning
the wetlands issues at this site, one dated May 31, 1996, and
another dated June 5, 1996. In your May 31, 1996 letter, you
stated that I was "in willful violation of Section 401 of the Clean
Water Act" due to the fact that sewer line construction has
continued in wetlands and no effort had been made as of that date
to restore the impacted wetlands associated with the drainage
ditch. In response to that I must state that my agents informed me
that the restoration plans could not be finalized until the
wetlands delineation was approved by the US Army Corps of
Engineers, since the restoration plans would need to encompass as
much of the disturbed area as possible. While I understand that
An Indepondonlly Ownod end OP-rated Mmnhor nl The Pni lenoirl Renl 1=slalo Alhlinlos, Inn LFP ML 3`„?
i -
Mr. Pete B. Colwell
June 13, 1996
Page 2
a site meeting was held June 5, 1996 with you, Mr. Matt Flint, 'Mr.
Jeff Righter and my agents, Mr. Jimmy Kizer, Jr. and Mr. Hal Owen,
to review the delineation of the 300 acres, I do not believe the
delineation was approved in its entirety, and that there is still
some re-mapping that needs to be accomplished. I do not believe
that my authorization of the work that has been done to date to
rectify the wetlands problem "willful violation" of Section 401 of
the Clean Water Act.
As for the sewer,that is,a whole different situation that must be
looked at separately from the rest of the Northridge Plantation
project. The sewer line was installed as a joint venture between
myself, Harnett County and another developer, Spout Springs, Inc.
(Riddle Properties.) I did not realize when signing some of the
forms, that I would then become responsible for the wetlands
impacts associated with the entire length of the sewer line and
force main construction. My initial concern with the sewer line
was just that portion that would serve the existing and future
development at Northridge, and I thought that I was giving the
other interested parties the funds and permission necessary to
adjust the line to serve my property.
As you may be aware, a different design firm (Larry King &
Associates) worked on the sewer line, and I have recently talked to
Mr. Parker Lambert, PE, to discuss some of the issues brought up in
your letter of June 5, 1996 concerning the sewer line, one of which
is the presence of anti-seep collars. According to Mr. Lambert,
the anti-seep collars were installed as specified in the
certification by you, and he has forwarded me a letter stating
that. Another item of concern involved the clearing limits and
restoration of the sewer line construction corridor. According to
Mr. Lambert, the sewer line has been in the ground for over three
weeks, but the Contractor still has to come back and re-grade and
stabilize (to include re-vegetation) the construction limits before
he is released from the contract, and this should help to address
most of the rest of your concerns.
As for explaining why sewer line construction did not stop in
wetlands after your April 11, 1996 letter, I must state, as
mentioned earlier in this correspondence, that I am not the only
party with vested interest in the line, and therefore could not
stop construction without everyone's consent. Furthermore, I was
not available to address your letter upon its arrival at my office,
and by the time I was able to address it, construction was almost
complete. If I had been the only person involved with the sewer,
I would have more than likely halted construction to get this issue
straightened out, but in this case, with the two other parties
involved and the monetary commitments to others made by these
parties, it would have more than likely been impossible to stop

Mr. Pete B. Colwell
June 13, 1996
Page 3
construction without legal ramifications.
It is my intent to do as much as possible to comply with yours and
the US Army Corps of Engineers Wetlands Regulations as soon as
possible, but as stated previously, there was a great deal of work
that had to be done prior to being able to finalize the ditch
restoration plans and the overall site wetlands delineation plan.
I have asked Mr. Jimmy Kizer, Jr. to finalize his ditch restoration
plans as soon as possible and submit them to you, Mr. Matt Flint
and Mr. .Joe Glass for approval. As soon as I have received
everyone's written concurrence, I will immediately authorize work
to begin on the ditch restoration.
I have also requested Mr. Kizer to draw up a sketch plan and
overlay it with our delineation map in order to identify future
wetland impacts if any, and to go ahead and file with the
appropriate agencies for those permits that are needed for the
proposed future construction.
I have instructed Mr. Kizer to send you copies of the revised
delineation map and ditch restoration plans as soon as they are
completed. Mr. Kizer stated that he has a meeting with Mr. Flint
on June 19, 1996 on some other projects, but said he will discuss
these plans with Mr. Flint during that time.
I hope that this letter has at least addressed some of your
concerns and questions about the work status and wetlands impacts
at Northridge Plantation. Please feel free to contact me or Mr.
Jimmy Kizer, Jr. (FAX: [phone]) or Mr. Parker Lambert (910-483-
4300)if you have any questions or require additional information
concerning this project.
Sincerely,
C?A? John Koenig
JK:ngw
cc: Mr. John Dorney
Mr. Ken Averette
Mr. Matt Flint
Mr. James M. Kizer, Jr., PE
ThePrudential
JOHN KOENIG
John Koenig, REALTORS President
6200 Ramsey St
Fayetteville, NC 28311
[phone]
June 13, 1996 RECEIVEp
Mr. Peter B. Colwell UN 17 1996
Environmental Specialist E R()NMENTALSCIENCES
State of North Carolina
DEHNR- Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, NC 27607
REF: Notice of 401 Water Quality Certification
Violations, Northridge Plantation Subdivision
off Highway 87 in Harnett County, NC
Dear Mr. Colwell:
As you are aware, we have been working with your office, the US
Army Corps of Engineers and the NC Division of Land Resources for
quite some time now in order to come up with an acceptable plan
that would stabilize and restore the impacted wetlands associated
with the ditch at Richmond Park Subdivision at Northridge
Plantation. At the April 10th meeting at the Fayetteville Regional
Office, I was given the impression that in order to help clarify
the wetlands situation at Northridge Plantation, that it would be
necessary to delineate the wetlands and survey the delineation of
the properties that I currently own. It was further brought out
during this meeting that Mr. Matt Flint of the US Army Corps of
Engineers would prefer to confirm the entire delineation of both
the disturbed area associated with the ditch and the rest of the
tract at the same time. As you can imagine, it takes a great deal
of time and money to delineated, survey and map the wetlands
associated with a 300 acre site, and this time factor associated
with the fact that I have been out of the country twice for several
weeks at a time in the last month and a half have complicated my
responding to your concerns in a timely iadi>i1e-L.
In recent days, I have received several letters from you concerning
the wetlands issues at this site, one dated May 31, 1996, and
another dated June 5, 1996. In your May 31, 1996 letter, you
stated that I was "in willful violation of Section 401 of the Clean
Water Act" due to the fact that sewer line construction has
continued in wetlands and no effort had been made as of that date
to restore the impacted wetlands associated with the drainage
ditch. In response to that I must state that my agents informed me
that the restoration plans could not be finalized until the
wetlands delineation was approved by the US Army Corps of
Engineers, since the restoration plans would need to encompass as
much of the disturbed area as possible. While I understand that
mar
An Inil??l Own(+.tl niitl <p?i,ii<•?I Mini nl?nr iil .lip 11 n i?lc ii li,il I1 ?.?I ft:i;?li, All.I i,?l??.s. liar.
Mr. Pete B. Colwell
June 13, 1996
Page 2
a site meeting was held June 5, 1996 with you, Mr. Matt Flint, Mr.
Jeff Righter and my agents, Mr. Jimmy Kizer, Jr. and Mr. Hal Owen,
to review the delineation of the 300 acres, I do not believe the
delineation was approved in its entirety, and that there is still
some re-mapping that needs to be accomplished. I do not believe
that my authorization of the work that has been done to date to
rectify the wetlands problem "willful violation" of Section 401 of
the Clean Water Act.
As for the sewer,that is a whole different situation that must be
looked at separately from the rest of the Northridge Plantation
project. The sewer line was installed as a joint venture between
myself, Harnett County and another developer, Spout Springs, Inc.
(Riddle Properties.) I did not realize when signing some of the
forms, that I would then become responsible for the wetlands
impacts associated with the entire length of the sewer line and
force main construction. My initial concern with the sewer line
was just that portion that would serve the existing and future
development at Northridge, and I thought that I was giving the
other interested parties the funds and permission necessary to
adjust the line to serve my property.
As you may be aware, a different design firm (Larry King &
Associates) worked on the sewer line, and I have recently talked to
Mr. Parker Lambert, PE, to discuss some of the issues brought up in
your letter of June 5, 1996 concerning the sewer line, one of which
is the presence of anti-seep collars. According to Mr. Lambert,
the anti-seep collars were installed as specified in the
certification by you, and he has forwarded me a letter stating
that. Another item of concern involved the clearing limits and
restoration of the sewer line construction corridor. According to
Mr. Lambert, the sewer line has been in the ground for over three
weeks, but the Contractor still has to come back and re-grade and
stabilize (to include re-vegetation) the construction limits before
he is released from the contract, and this should help to address
most of the rest of your concerns.
As for explaining why sewer line construction did not stop in
wetlands after your April 11, 1996 letter, I must state, as
mentioned earlier in this correspondence, that I am not the only
party with vested interest in the line, and therefore could not
stop construction without everyone's consent. Furthermore, I was
not available to address your letter upon its arrival at my office,
and by the time I was able to address it, construction was almost
complete. If I had been the only person involved with the sewer,
I would have more than likely halted construction to get this issue
straightened out, but in this case, with the two other parties
involved and the monetary commitments to others made by these
parties, it would have more than likely been impossible to stop
Mr. Pete B. Colwell
June 13, 1.996
Page 3
construction without legal ramifications.
It is my intent to do as much as possible to comply with yours and
the US Army Corps of Engineers Wetlands Regulations as soon as
possible, but as stated previously, there was a great deal of work
that had to be done prior to being able to finalize the ditch
restoration plans and the overall site wetlands delineation plan.
I have asked Mr. Jimmy Kizer, Jr. to finalize his ditch restoration
plans as soon as possible and submit them to you, Mr. Matt Flint
and Mr. . Joe Glass for approval. As soon as ha'-e received
everyone's written concurrence, I will immediately authorize work
to begin on the ditch restoration.
I have also requested Mr. Kizer to draw up a sketch plan and
overlay it with our delineation map in order to identify future
wetland impacts if any, and to go ahead and file with the
appropriate agencies for those permits that are needed for the
proposed future construction.
I have instructed Mr. Kizer to send you copies of the revised
delineation map and ditch restoration plans as soon as they are
completed. Mr. Kizer stated that he has a meeting with Mr. Flint
on June 19, 1996 on some other projects, but said he will discuss
these plans with Mr. Flint during that time.
I hope that this letter has at least addressed some of your
concerns and questions about the work status and wetlands impacts
at Northridge Plantation. Please feel free to contact me or Mr.
Jimmy Kizer, Jr. (FAX: [phone]) or Mr. Parker Lambert (910-483-
4300)if you have any questions or require additional information
concerning this project.
Si.ncerely,
John Koenig
JK:ngw
cc: Mr. John Dorney
Mr. Ken Averette
Mr. Matt Flint
Mr. James M. Kizer, Jr., PE
i
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f ??e l 5
WETLAND/DITCH RESTORATION NOTES
i. THE DITCH LOCATED WITHIN THE WETLANDS AREA SHALL BE FILLED-IN
USING NATURAL MATERIALS FOUND ADJACENT TO THE WETLANDS.
2. THE WETLANDS SHALL BE REGRADED AS MUCH AS POSSIBLE BACK TO THE
PRE'-EXISTING CONTOURS AS SHOWN ON THESE PLANS.
3. ALL CARE SHALL BE TAKEN TO MINIMIZE DISTURBANCE OF EXISTING
ESTABLISHED WETLANDS DURING THE DITCH/WETLAND RESTORATION
ACTIVITIES. ANY DAMAGE TO ADJACENT WETLANDS SHALL BE
CORRECTED IMMEDIATELY TO AVOID PERMANENT DAMAGE.
4. THE WETLAND/DITCH RESTORATION. WORK SHALL BE CARRIED OUT USING
APPROPRIATE- CONSTRUCTION EQUIPMENT AND PROCEDURES WITH THE
INTENTION-OF KINIM127. C 'DISTURBANCS TO ADJACENT AREAS OR WELL
ESTABLISHED WETLANDS WITHIN THE CONSTRUCTION AREA.
S. IN ORDER TO IKINrKXZE THE EROSION HAZARD IT MAY BE NECESSARY TO
INSTALL ADDITIONAL ROCK DAMS UNTIL SUCH TIME AS THE VEGETATION
IS ESTABLISHED..
6. THE ROCK DAMS SHALL BE PLACED AS SHOWN ON THE PLANS AS SOON AS
THE 'RE-GRADING ACTIVITIES AUWW. A TYPICAL SECTION FOR THE
ROCK DAM IS' SHOWN ON THE PLANS.
7. AS AN INITIAL CONSTRUCTION STEP, THE ROCK DAM/SEDIMENT BASIN
AT THE END OF THE zxisTING DITCH SHALL BE EXPANDED AND CLEANED
OUT IN ORDER TO PROVIDE ADEQUATE SEDIMENT TRAPPING CAPACITY
FROM THE DITCHIWETLAND RESTORATION TO BE CARRIED OUT UPSTREAM.
THIS BASIN, SHALL -BE MAINTAINED AS LONG AS ZT,I8 NEEDED, WHICH
WILL BE UNTIL SUCH TINE'AS THE WETLAND/DITCH RESTORATION RE-
VEGETATION- HAS ESTABLISHED ,ITSELF.
a. ONCE ALL R$-GRADIN4'ACTIVITIES: ARE. COMPLETE AND THE ROCK DAMS
ARE IN PLhCE, RE VEGETATION ACTIVITIES SHALL COMMENCE. TIDE rl
RE-VSGE'tATION • SCFtM SMALL. INCLUDE THE PLANTING OF BLACK (
WILLOW (SALIX NIGRA)-,.-TAG ALDER (ALNUS SERRU16ATA) AND ANNUAL
GRAINS AND GRASSES. INCLUDING,, AS ANNUAL tESPEDEZAS, SUCH AS
JAPANxSE CLOVER (LESPEDESA STRIATA): OTHER ACCEPTABLE PLANTS 'rr/e?
INCLUDE. BROOK .CORD! SORGNtw#,.,..(S0Q1RGMUN "tGARE) , NHEAT (TRITICUM
AES'1'II?tA[j. ; ..OATS .. (AVENA ; BO VA) AND BARLEY, SUCH AS NUTALL
(HORDBUN PVSILLUM), -AND' FOXTAIL :"(HORDEUM JUBATUM). THESE
PLANTINGS (SILL INITIALLY, STABILIZE THE DISTURBED SOIL AND THEN
HOPEFULLY ALLOW..-:,THE NATURAL' VEGETATION TO BECOME RE-
E$TABLISHED THROUGHOUT THE DITCH/WETLAND RESTORATION AREA.
THE RE-VEGETATED AREAS SHALL BE WELL MULCHED AND PREPPED AS A
STEP-IN THE PLANTING PROCESS. THE INITIAL PLANTING SHALL
CONSIST OF, -AS A. MINIMIN, ` AT 'LEAST FOUR. OF THE ACCEPTABLE
GRAINS" ANQ". GRASS;ES._AND.`THEN •BE. SM,PPLE14WTED WITH THE WILLOW
AND.ADLER" xF IT IS FOUND THAT AFTER A REASO"ABLE PERIOD OF
.TIME, THE PLANTINGS ARE NOT, GERMINATING ACCEPTABLY, THE AREA
WILL BB..RB-FERTILIZED', RE-PLANTED' AND MULCHED WHERE NEEDED.
IT"MAX ALSO BEC6M&,NECESSARY.TO TRANSPLANT SOME OF THE NATIVE
NATURAL :l'WZTLAND': VEGETATION IN ORDER TO ENCOURAGE THE
. .: R.ESTORAT%0N• . PROCES6 ..;,
9 .: THE -CONTRJ?CTO]t :- SHALL . 'TAKE SPECIAL CARE ..TO NOT APPLY
'
'
? FERTILIZERS UtTHIN- 10 ,FEET OF LIVE STREAMS IF THEY ARE ;PRESENT
:
>> f : WITHIN THE RESTORATION AREA...,

F *?..,, .. .p f
t F,
10. IT IS EXTREMELY_ IMPORTANT FOR THE CONTRACTOR TO RESTORE THE
I DISTURBED WETLANDS AREA BACK TO NATURAL CONTOURS AS MUCH AS
POSSIBLE AND TO. INSTALL THE ROCK DAMS AS CLOSE TO THE
LOCATIONS AS SHOWN ON THE PLANS TO INSURE THAT THE WETLANDS
HAVE AN OPPORTUNITY TO RESTORE' AND THE PLANTINGS HAVE A CHANCE
TO GERMINATE. IF THE SIDE SLOPES ARE LEFT TOO STEEP OR IF A
DEFINED SAALE IS FORMED, THE 'POTENTIAL EROSION COULD CREATE
SERIOUS PROBLEMS.
11. ONCE'WORK IS COMPLETED IN THE WETLAND RESTORATION AREA, ALL
PERIMETER AIMS DISTURBED DURING CONSTRUCTION SHALL BE GRADED
DOWN AND GRABBED AND MULCHED WITH STRAW AND TACK. IT MAY ALSO
BE NECESSARY TO INSTALL SILT FENCE ALONG THE WETLANDS BOUNDARY
TO XrNIMI;E'.EROSION FROM FRINGE AREAS DOWN INTO THE WETLANDS
LOW.
12. A.LL STORM DRAINAGE. OUTLET PIPES CURRENTLY LOCATED IN WETLANDS
SMALL BE PULLED OUT. OF THE WETLANDS AND STOPPED SUFFICIENTLY
UPSTREAM OF THE WETLANDS BOUNDARY TO ALLOW FOR AN ADEQUATE
RIP-RAP APRON DISSIPATOR. ALL REMOVED PIPES THAT ARE IN A
USABLE CONDITION SHALL REMAIN THE OWNERS PROPERTY AND SHALL BE
STOCKPILED IN A LOCATION DESIGNATED BY THE OWNER OR HIS AGENT.
ALL UNUSABLE PIPE SHALL, BE REMOVED FROM THE SITE AND DISPOSED
OF PROPERLY.
13. ALL WORK SHALL BE COMPLETED IN A PROFESSIONAL MANNER MEETING
.THE REQUIREMENTS OF THE N.C. DEPARTMENT OF ENVIRONMENT, HEALTH
AND NATURAL RESOURCES (NCDEHNR), DIVISION OF ENVIRONMENTAL
MANAGEMENT, U.,S.'ARMY,CORPS OF ENGINEERS, THE OFFICE OF THE
ENGINEER AND THE OWNER. THE PROJECT CONSTRUCTION WILL HAVE TO
BE - INSPECTED AND APPROVED BY ALL OF THE ABOVE AGENCIES AND
PERSONNEL BEFORE IT IS..CONSIDSRED COMPLETE. DEFICIENCIES
FOUND BY ANY OF THE ABOVE GROUPS WILL HAVE TO BE CORRECTED BY
THE CONTRACTOR BEFORE THE PROJECT IS FINALIZED.
14. THZ CONTRACTOR WILL BE RESPONSIBLE FOR INSURING A GOOD STAND
OF GROWTK•FROM THE PLANTINGS. THE CONTRACTOR SHALL FURTHER
GUARANTEE A LIVE VIGOROUS PERMANENT STAND OF GRASS IS
ESTABLISHED, AND WILL BE RESPONSIBLE TO TAKE WHATEVER MEASURES
ARE. NEEDED TO INSURE THAT THERE ARE NO GAPS IN THE PLANTING
AREA.
15. THE CONTRACTOR SHALL CONFINE HIS CONSTRUCTION OPERATIONS TO
THE IMMEDIATE VICINITY OF THE LOCATION SHOWN ON THE PLANS AND
IN NO CASE SHALL HE OR SHE ENCROACH BEYOND THE LIMITS OF THE
OWNER'S PROPERTY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
FOR ANY DAMAGE TO ADJACENT PROPERTY AND SHALL MAKE
SATISFACTORY SETTLEMENT FOR ANY DAMAGE DIRECTLY WITH THE
PROPERTY OWNER INVOLVED.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF March 7, 1996
Regulatory Branch
Action ID. 199602829 and 199602655, Northridge subdivision and Nationwide
Permit No. 26
Mr. John Koenig, Sr.
6200 Ramsey Street
Fayetteville, North Carolina 28311
Dear Mr. Koenig:
5W
RECEIVED
MAR 1 1 1996
ENVIRONMENTAL SCIENCES
Please reference our previous correspondence, dated February 5, 1996,
regarding unauthorized activities in jurisdictional wetlands at your property,
known as Richmond Plantation at Northridge, located east of NC Highway 87, in
Spout Springs, Harnett County, North Carolina.
On February 9, 1996, you, Mr. John Koenig, Jr., Mr. Jimmy Kizer,
Mr. Parker Lambert, and Mr. Hal Owen met on-site with the undersigned to
discuss the Corps of Engineers concerns with your residential development
work. During the meeting, specific unauthorized work was identified. A total
of approximately 2.5 acres of wetlands have been disturbed to construct an
unauthorized road crossing, several backfilled residential lots, and a
drainage ditch.
We also discussed restoring the wetlands. It was my conclusion that
complete restoration of the wetlands is impractical because of the steep
slopes and erodability of the soils. Subsequently, we agreed to a compromise
restoration plan involving redesign of the drainage ditch, relocation of the
proposed sewer outfall, and eventual removal of a temporary sediment basin at
the lowest end of the ditch. We further agreed that the Corps would consider
authorizing the work (after-the-fact) pursuant to Nationwide Permit 26 with a
special condition that the restoration work be completed in a timely manner.
I have received the redesigned ditch plans prepared by Moorman, Kizer
and Reitzel, Inc. and the redesigned sewer outfall alignment prepared by Larry
King and Associates. These plans depict work which will be acceptable to the
Corps for the purposes of minimizing the adverse impact to wetlands. Based on
your submitted restoration plans and your pledge to complete the restoration
work prior to April 30, 1996, 1 am prepared to close our enforcement file on
your project and proceed with a conditional nationwide permit authorization
for your project.
A total of 2.5 acres of wetlands, located above the headwaters point of
McLeod Creek, have been affected by your project. For the purposes of the
Corps of Engineers' Regulatory Program, Title 33, Code of Federal Regulations
(CFR), Part 330.6, published in the Federal Register on November 22, 1991,
lists nationwide permits. Authorization was provided, pursuant to Section 404
of the Clean Water Act, for discharges of dredged or fill material into
headwaters and isolated waters by Nationwide Permit No. 26.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions, the
restoration plan is completed according to your submitted plans prior to
April 30, 1996, and provided that you receive a Section 401 water quality
certification from the North Carolina Division of Environmental Management
(NCDEM). You should contact Mr. Pete Colwell, telephone [phone],
regarding a water quality certification. This nationwide permit does not
Pnnted on ® Recycled Paper
. A-
-2-
relieve you of the responsibility to obtain any other required State or local
approvals.
This verification will be valid until the permit is modified, reissued
or revoked, which will occur prior to January 21, 1997. It is incumbent upon
you to remain informed of changes to the nationwide permits, which will be
announced by public notice when they occur. If you commence, or are under
contract to commence, this activity before the date the nationwide permit is
modified or revoked, you will have twelve months from the date of the
modification or revocation to complete the activity under the present terms
and conditions of this nationwide permit.
After-the-fact nationwide permit authorizations are not normally
available. Where eligible, nationwide permits authorize activities in
wetlands provided the work results in minimal adverse impact to the aquatic
environment and that all terms and conditions of the permit are satisfied.
For residential development purposes, we normally issue permits for access
through and modifications to wetlands that facilitate full use of upland areas
for houses and related construction. Discharges greater than those needed to
accomplish these specific needs are usually considered to have greater than
minimal impacts by contributing to the unnecessary cumulative reduction in
aquatic habitat both in the immediate area and the nation in general.
Please be advised that additional wetlands associated with McLeod Creek
are located within the limits of the proposed development at Northridge. Some
of the wetlands may be located below the headwaters point and adjacent to
McLeod Creek. To prevent any further violations of Federal law, wetlands on
your property should be identified, delineated, surveyed and indicated on
development plans before any construction is begun. Delineation of wetlands
performed by consultants must be verified and approved by the corps of
Engineers.
The Corps of Engineers, regulatory jurisdiction, pursuant to Section 404
of the Clean Water Act, manages the placement of excavated or fill material in
wetlands, areas exhibiting saturated, hydric soils and hydrophytic vegetation.
Such work, including mechanized land clearing, excavation, road construction
and the placement of fill material to raise elevations, must be permitted by
Department of the Army authorization before it is begun. Portions of your
continuing project may still qualify for authorization by nationwide permit.
However, your development plans should indicate avoidance and/or minimization
of impacts to wetlands. tfit.igation may be required for wetland impacts
exceeding three acres.
To be acceptable for processing by the Corps of Engineers, any future
authorization requests for Northridge subdivision, or its parts, should
address all wetland impacts planned to occur within an entire phase of
development.
If you have questions regarding this correspondence, please contact me
by writing the above address, or by telephoning [phone].
Sincerely,
Matthew Flint
Regulatory Specialist,
Wilmington Regulatory
Field Office
Enclosure
-SENT BY:Wiimington District ; 3- 4-96 ; 16:28 ; USACE-Reg. Branch-4 919 733 9959;9 3
-2-
Copies Furninhedg
V. 6. Attorney
Aaatarn District of North Carolina
310 Now Bern Avenue
Suite 800, Federal Building
Raleigh, North Carolina 27611
Field supervisor
u.s. Fish and Wildlife Service
Fish and Wildlife 3nhancement
Poet Office Box 33726
Raleigh, North Carolina 27635-3726
Mr. Larry Hardy
National Marine Fisheries service
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section
Region IV
wetlands, oceans and Watersheds Branch
V.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 20365
Regional Director
National Marino Fisheries gorvices,
NOAA
9791 Exeoutive Canter Drive, North
Saint Petersburg, Florida 33702-8449
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post office Sox 27687
Raleigh, North Carolina 27611-7687
Division or Coastal management;
North Carolina Department of
Environment, Health, and
Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3885
State Historic Preservation Office
North Carolina Division
of Archives and History
log last Jones Street
Raleigh, North Carolina 27601
State Property Section
North Carolina Department of
Administration
116 West Jones Street
Raleigh, North Carolina 27603
Mr-Parker L. Lambert, P,R.
Larry King and Apraaiatas
suite 201
1333 Morgantown Road
Yayattevillt, North Carolina 28305
Blind Copied Furnidhedi
CZ5AW-0C/flT2RLINQ
SUSPENSE
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'' "SENT 6Y:Wilmin ton District ; 3- 4-96 16:26 USACE-Rag. Branch-4 919 733 99594 4
,7 IMP I 1!,
1-7
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SENT BY:Wilmington District 3- 4-96 ; 16:29 USAGE-Reg. Branch's 919 733 9959: 5 _
v?.'r''f: • " `?IM. ' •'1,o
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4p .4v
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CAM.
' '• L?til ??L?L?4,r1 1i•'+L i ',, ???? 11 rA !, PA ' r III"'
tit,. A TSr.•?
,S • 1, _ \ 1? ' 7 . /" 1' . ..,1+ ` ,h,. 1'( .{ .;t , ?'?...,,..
''' r . 1 w R K'•1 '!i •ri.
??? .i ? 1'. ?tl•1 .tM ?:Y1
?•,IffS?i
- -1
:9. .!'? , .l •fl .1J'' X11•,. 701Y ?R%.
h6fVC ?(PA s f ?p;toI/
eve (U ?r d' Gf Ca
1
(4
T
-Reg. Branch-4 919 739 99594 2
division in
(A
rn
Innol visited the site of your
ring
out S
near S
F 87
p
,
,
p
:he visit waa to verify A
:ty had resulted in AdverOO
basinj and to anaure that
Gf?
vyY a terms and conditions of they
led to you on December 21,
Oro, matt Flint and Jeff
land clearing, ditching, and
_I/a -eye of jurisdictional wetlando
mil/ of d? f
? Aid not observe utility-lino
,
-- it an zurther work: in
lzed by a previous Nationwide
Dion of your activities to
ie letter,
;hat the Federal and State
iments and recommenda,tiono
We will then determine
Dn, Failure to comply with
ted States Attorney with a
apondence, pleatle contact
0) 251-4469-
Clifford Winefordner
Chief, South Section
Regulatory Branch
F=LN NAMe:northrdg.cad
czsAw-CO-RL/FLINT/ra
CHGAW-OC/LAMSON
CBSAW-CO-Rd/WINEFpRDNMR
MAIL (CM-9XR)
CESAW-CO-R/FILET
-3-
Copies Furnished (without enclosure) :
Mr. Pete Colwell
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Hal Owen & Associates
ATTN: Mr. Hal Owen
Route 1, Box 120-C
Lillington, NC 27546
Copies Furnished (with enclosure) :
Larry King & Associates
ATTN: Mr. Parker L. Lambert
1333 Morgantown Road
Suite 201
Fayetteville, North Carolina 28305
Moorman, Kizer & Reitzel, Inc.
ATTN: Mr. Jimmy Kizer
Post Office Box 53774
Fayetteville, North Carolina 28305
µw
NO?_f e Nearest Road V6, S ;7
Project Name
County I u ° U 41 A Wetland Area - acres Wetland Width feet
Name of evaluator C o 1 we i Date
Wetland Location
- on pond or lake
_ on perennial stream
on intermittent stream
_ within interstream divide
other
Soil series
- predominantly organic - humus, muck,
or peat
? dy
predominantly mineral - non-san
predominantly sandy
Hydraulic factors
? steep topography
_ ditched or channelized
total wetland width z 100 feet
weight

00 =
-3
x 4

L '1 J
Wetland
R Water storage .
=
00 Rating
A Bank/Shoreline stabilization x 4.
3 * -
00
5
a ?S
T
removal
Pollutant
x
.

ildlife habitat 3 =

0
2x .00
x
N Aquatic life value x 4.00 =
G Recreation/Education x 1.00 =
Adjacent land use
(within 1/2 mile upstream, upslope, or radius)
_ forested/natural vegetation %
agriculture, urban/suburban %
- impervious surface %
Dominant vegetation
(1) ???-iq-e-
(2) Swe-& f o?w
(3) r?'??'y ?'?S?
Flooding and wetness
semipermanently to permanently
flooded or inundated
seasonally flooded or inundated
? intermittanly flooded or temporary
surface water
no evidence of flooding or surface water
Wetland type (select one)*
_ Bottomland hardwood forest Pine savanna
_? Headwater forest - Freshwater marsh
Swamp forest - Bog/fen
_ Wet flat _ Ephemeral wetland
_ Pocosin - Carolina Bay
_ Bog forest ? Other 5P
--- *the ratinsg-system cannot be applied to-salt-or-brackish-marshes or stream channels _____________-______-
*Add 1 point if in sensitive watershed and >10% nonpoint disturbance within 1/2 mile upstream,
-----------uyslope, or radius_ ----------------------------------------------------------------------------------------
--

DEM ID: 9 6"J
MAR 26
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL 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
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone (919) 733TZQ8f 1'79&
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:
John S. Koenig, Northridge Developers, LLC
2. OWNERS ADDRESS: 6200 Ramsey Street, Fayetteville, NC 28311
3. OWNERS PHONE NUMBER (HOME): _
ACTION ID:
(WORK):910:
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: James M. Kizer, Jr., PE
Moorman, Kizer & Reitzel, Inc
PO Box 53774
Fayetteville, NC 28305 [phone] FAX:[phone]
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: HARNETT
NEAREST TOWN OR CITY: Spring Lakp/Spout Springs Community i es nor
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): m
of S rin Lake on the east side of NC Highway 87 at Northridge antation
u division a site in question is to the west of Richmond ark rive
along an adjarpnt_property inP -
6. NAME OF CLOSEST STREAM/RIVER: Reedys Swamp
7. RIVER BASIN: Cape Fear
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, 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.
488-1976
10. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
100± Acres
2/3/92

-2-
11. NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: 1.30 Ac. ±
DRAINED: 0.70 Ac. ±
FLOODED:
EXCAVATED: 0.50 Ac. ±
TOTAL IMPACTED: 2.50 Ac. ±
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Site grading, road
construction and drainage management associate with residential o
avou an construction:
13. PURPOSE OF PROPOSED WORK: Residential subdivision development
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. The location and orientation of wetland areas necessitated im acts
from some roa s an lots. Storm water management activities created
impac s ue to ditch excavation an rainage The proposed restoration p an
should help to restore some of the previously impacted wetlands.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [ ] NO [X]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [ ] NO [X 1
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY. (See Note 1. below).
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT. N/A
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (See Note 1. below).
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential subdivision, undeveloped
woodlands.
ISPOSAL? The current project
D
F. IF APPLICABLE, WHAT IS PROPOSED MET QGE
uses se tic s stems. It is antici a d fut o ment will hav sS to
Dublic sewer systems. -
NOTE: 1. The wetlands area was determined "1 _q(O
by Mr. Matt Flint with the Army Corps of WN SIGNA URE DATE
Engineers. Any supporting information such as 3oK S. Koeni
delineation and data sheets are not available to us at this time.
NORTHRIDGE PLANTATION SUBDIVISION
PHASE I - RICHMOND PARK
MARCH 1996
NARRATIVE ON WETLANDS IMPACTS
These impacts are based on the USACOE assumed wetlands limits, and
may not represent the actual impacts, which are estimated to be
less than 2.5 acres.
According to the USACOE, the wetlands impacts on this project
consist of approximately 2.5 acres, or which 1.3 acres were filled
due to a road crossing and lot construction, 0.5 acres were
excavated in association with the construction of a ditch for storm
water management along the presumed toe slope transition from the
wetlands to the uplands and the draining to some extent of 0.7
acres along the ditch. While it would be desirable to restore the
wetlands back to their original condition, the very unstable soils
in the region have dictated that a stabilized ditch/swale be placed
in this impacted low area. This design will hopefully help to feed
controlled runoff back into the wetlands areas, and along with a
re-vegetation plan should help to restore a majority of the
excavated and drained impacted areas along with a portion of the
filled areas.
It is planned now that future sections of this development will
have wetlands surveys and delineations prior to layout planning to
insure minimal impacts. It is important to point out here that
there is a large low area associated with Reedys Swamp that runs
through the heart of this large tract of land, and this area has
already been planned around to avoid impacts in this area. I can
assure you, the oversight that resulted in the impacts in this
phase will not be repeated again on this project.
U - A
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DEM ID: ACTION ID:
t'
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL 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
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone (919) 733.bQef 1-79'&
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:
John S. Koenig, Northridge Developers, LLC
2. OWNERS ADDRESS: 6200 Ramsey Street, Fayetteville, NC 28311
3. OWNERS PHONE NUMBER (HOME):
(WORK):910:
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: James M. Kizer, Jr., PE
Moorman, Kizer & Reitzel, Inc
PO Box 53774
Fayetteville, NC 28305 [phone] FAX:[phone]
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: HARNETT
NEAREST TOWN OR CITY: Spring Lake/Spout Springs Community l SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): mi es nor
of S rin Lake on the east side of NC Highway 87 at Northrid a antation
u ivision The site in question is to the west of Richmond ark rive
along an adjacent property line
6. NAME OF CLOSEST STREAM/RIVER: Reedys Swamp
7. RIVER BASIN: Cape Fear
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, 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. _
488-1976
10. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
100± Acres
2/3/92
r
Jr , .
-2-
NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: 1.30 Ac. ±
DRAINED: 0.70 Ac. ±
FLOODED:
EXCAVATED: 0.50 Ac. ±
TOTAL IMPACTED: 2.50 Ac. ±
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Site grading, road
construction and drainage management associate with resi en is o
layout an cons ruc
13. PURPOSE OF PROPOSED WORK: Residential subdivision development
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. The location and orientation of wetland areas necessitated im acts
from some roa s an lots. Storm water mana emen activities created
impacts due o ditch excavation an drainage. The proposed restoration plan
should help to restore some of the previously impacted wetlands.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [ ] NO [X]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [ ] NO [X ]
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY. (See Note 1. below).
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT. N/A
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (See Note 1. below).
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential subdivision, undeveloped
woodlands.
F. IF APPLICABLE, WHAT IS PROPOSED MET WAGE DISPOSAL? The current project
uses septic systems. It is antici a d fut e o ment will ha s5 to
_public sewer systems.
NOTE: 1. The wetlands area was determined
by Mr. Matt Flint with the Army Corps of WN SIGNA URE DATE
Engineers. Any supporting information such as S. Koeni
delineation and data sheets are not available to us at this time.
NORTHRIDGE PLANTATION SUBDIVISION
PHASE I - RICHMOND PARK
MARCH 1996
NARRATIVE ON WETLANDS IMPACTS
These impacts are based on the USACOE assumed wetlands limits, and
may not represent the actual impacts, which are estimated to be
less than 2.5 acres.
According to the USACOE, the wetlands impacts on this project
consist of approximately 2.5 acres, or which 1.3 acres were filled
due to a road crossing and lot construction, 0.5 acres were
excavated in association with the construction of a ditch for storm
water management along the presumed toe slope transition from the
wetlands to the uplands and the draining to some extent of 0.7
acres along the ditch. While it would be desirable to restore the
wetlands back to their original condition, the very unstable soils
in the region have dictated that a stabilized ditch/swale be placed
in this impacted low area. This design will hopefully help to feed
controlled runoff back into the wetlands areas, and along with a
re-vegetation plan should help to restore a majority of the
excavated and drained impacted areas along with a portion of the
filled areas.
It is planned now that future sections of this development will
have wetlands surveys and delineations prior to layout planning to
insure minimal impacts. It is important to point out here that
there is a large low area associated with Reedys Swamp that runs
through the heart of this large tract of land, and this area has
already been planned around to avoid impacts in this area. I can
assure you, the oversight that resulted in the impacts in this
phase will not be repeated again on this project.

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DEM ID: ACTION ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL 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
P.O. BOX 29535
RALEIGH, NC 27626-0535
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: John S. Koenig, Northridge Developers, LLC
2. OWNERS ADDRESS: 6200 Ramsey Street, Fayetteville, NC 28311
3. OWNERS PHONE NUMBER (HOME): -
488-1976
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: James M. Kizer, Jr., PE
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: HARNETT
NEAREST TOWN OR CITY: Spring Lake/Spout Springs Community
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): miles nort
of Spring Lake on the east side of NC Highway 87 at Northridge antation
Subdivision. The site in question is to the west of Richmond Park Drive
alnng an adjacpnt property linP_ _
6. NAME OF CLOSEST STREAM/RIVER: Reedys Swamp
7. RIVER BASIN: Cape Fear
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, 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 WETLANDS LOCATED ON PROJECT SITE:
100± Acres
(WORK):910:
2/3/92

-2-
11. NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: 1.30 Ac. ±
DRAINED: 0.70 Ac. ±
FLOODED:
EXCAVATED: 0.50 Ac. ±
TOTAL IMPACTED: 2.50 AC. ±
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Site grading, road
construction and drainage management associate with residential o
ayou an construction.
13. PURPOSE OF PROPOSED WORK: Residential subdivision development
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. The location and orientation of wetland areas necessitated im acts
from some roads an lots. Storm water management ac ivi ies create
impacts due to ditch excavation an rainage. The proposed restoration _plan
should help to restore some of the previously impacted wetlands.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE.FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [-] NO [X]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [ ] NO [X]
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY. (See Note 1. below).
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT. N/A
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (See Note 1. below).

D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential subdivision, undeveloped
woodlands.
F. IF APPLICABLE, WHAT IS PROPOSED MET WAGE DISPOSAL? The current project
uses septic systems. It is antici a d fut e o ment will have sS to
public sewer systems.
NOTE: 1. The wetlands area was determined -I -q
by Mr. Matt Flint with the Army Corps of WN SIGNA URE DATEE
Engineers. Any supporting information such as S. Koeni
delineation and data sheets are not available to us at this time.
NORTHRIDGE PLANTATION SUBDIVISION
PHASE I - RICHMOND PARK
MARCH 1996
NARRATIVE ON WETLANDS IMPACTS
These impacts are based on the USACOE assumed wetlands limits, and
may not represent the actual impacts, which are estimated to be
less than 2.5 acres.
According to the USACOE, the wetlands impacts on this project
consist of approximately 2.5 acres, or which 1.3 acres were filled
due to a road crossing and lot construction, 0.5 acres were
excavated in association with the construction of a ditch for storm
water management along the presumed toe slope transition from the
wetlands to the uplands and the draining to some extent of 0.7
acres along the ditch. While it would be desirable to restore the
wetlands back to their original condition, the very unstable soils
in the region have dictated that a stabilized ditch/swale be placed
in this impacted low area. This design will hopefully help to feed
controlled runoff back into the wetlands areas, and along with a
re-vegetation plan should help to restore a majority of the
excavated and drained impacted areas along with a portion of the
filled areas.
It is planned now that future sections of this development will
have wetlands surveys and delineations prior to layout planning to
insure minimal impacts. It is important to point out here that
there is a large low area associated with Reedys Swamp that runs
through the heart of this large tract of land, and this area has
already been planned around to avoid impacts in this area. I can
assure you, the oversight that resulted in the impacts in this
phase will not be repeated again on this project.
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DEM ID: ACTION ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL 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
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone (919) 733 / 7 F&
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: John S. Koenig, Northridge Developers, LLC
2. OWNERS ADDRESS: 6200 Ramsey Street, Fayetteville, NC 28311
3. OWNERS PHONE NUMBER (HOME): - (WORK):910: 488-1976
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: James M. Kizer, Jr., PE
Moorman, Kizer & Reitzel, Inc.
_ PO Box 53774
Fayetteville, NC 28305 [phone] FAX:[phone]
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: HARNETT
NEAREST TOWN OR CITY: Spring Lake/Spout Springs Community
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): miles north
of S rin Lake on the east side of NC Highway 87 at Northridge PI
-Su division. The site in question is to the west of Richmond ark rive
a1 nng_an adjacent_ property 1 i nP
6. NAME OF CLOSEST STREAM/RIVER: Reedys Swamp
7. RIVER BASIN: Cape Fear
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, 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 WETLANDS LOCATED ON PROJECT SITE:
100± Acres
2/3/92

-2-
11. NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: 1.30 Ac. ±
DRAINED: 0.70 Ac. ±
FLOODED:
EXCAVATED: 0.50 Ac. ±
TOTAL IMPACTED: 2_5(o Ac. ±
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Site grading, road
construction and drainage management associate with residential o
ayou and-construction.
13. PURPOSE OF PROPOSED WORK: Residential subdivision development
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. The location and orientation of wetland areas necessitated im acts
from some roa s and I ots. Storm Water management ac vi ies created
impacts due to i c excavation an drainage. The proposed restoration p an
should help to restore some of the previously impacted wetlands.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [ ] NO V ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [ ] NO [XI
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY. (See Note 1. below).
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT. N/A
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (See Note 1. below).

D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential subdivision, undevelopec
woodlands.
F. IF APPLICABLE, WHAT IS PROPOSED MET WAGE DISPOSAL? The current project
uses septic systems. It is antici a d fut e o ment will have s5 to
public sewer systems.
NOTE: 1. The wetlands area was determined
by Mr. Matt Flint with the Army Corps of WN SIGNA URE DATA
Engineers. Any supporting information such as S. Koeni
delineation and data sheets are not available to us at this time.
NORTHRIDGE PLANTATION SUBDIVISION
PHASE I - RICHMOND PARK
MARCH 1996
NARRATIVE ON WETLANDS IMPACTS
These impacts are based on the USACOE assumed wetlands limits, and
may not represent the actual impacts, which are estimated to be
less than 2.5 acres.
According to the USACOE, the wetlands impacts on this project
consist of approximately 2.5 acres, or which 1.3 acres were filled
due to a road crossing and lot construction, 0.5 acres were
excavated in association with the construction of a ditch for storm
water management along the presumed toe slope transition from the
wetlands to the uplands and the draining to some extent of 0.7
acres along the ditch. While it would be desirable to restore the
wetlands back to their original condition, the very unstable soils
in the region have dictated that a stabilized ditch/swale be placed
in this impacted low area. This design will hopefully help to feed
controlled runoff back into the wetlands areas, and along with a
re-vegetation plan should help to restore a majority of the
excavated and drained impacted areas along with a portion of the
filled areas.
It is planned now that future sections of this development will
have wetlands surveys and delineations prior to layout planning to
insure minimal impacts. It is important to point out here that
there is a large low area associated with Reedys Swamp that runs
through the heart of this large tract of land, and this area has
already been planned around to avoid impacts in this area. I can
assure you, the oversight that resulted in the impacts in this
phase will not be repeated again on this project.
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DEM ID: ACTION ID:
1
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL 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
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone (919) 733 / 7 S&
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: John S. Koenig, Northridge Developers, LLC
2. OWNERS ADDRESS:
6200 Ramsey Street, Fayetteville, NC 28311
3. OWNERS PHONE NUMBER (HOME): (WORK):910: 488-1976
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: James M. Kizer, Jr., PE
Moorman, Kizer & Reitzel, Inc.
PO Box 53774
Fayetteville, NC 28305 [phone] FAX:[phone]
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: HARNETT
NEAREST TOWN OR CITY: Spring Lakp/Spout Springs Community
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): miles north
of S rin Lake on the east side of NC Highway 87 at Northrid a antation
u ivision. The site in question is to the west of ichmond Park rive
alnng an adjacpnt property line
6. NAME OF CLOSEST STREAM/RIVER: Reedys Swamp
7. RIVER BASIN: Cape Fear
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, 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 WETLANDS LOCATED ON PROJECT SITE:
100± Acres
2/3/92

-2-
11. NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: 1.30 Ac. ±
DRAINED: 0.70 Ac. ±
FLOODED:
EXCAVATED: 0.50 Ac. ±
TOTAL IMPACTED: 2.50 Ac. ±
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Site grading, road
construction and drainage management associate with residential o
ayou an construction.
13. PURPOSE OF PROPOSED WORK: Residential subdivision development
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. The location and orientation of wetland areas necessitated im acts
from some roa s an lots. Storm water management activities create
impacts due to ditch excavation an rainage. The proposed restoration plan
should help to restore some of the previously impacted wetlands.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [ ] NO [X]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [ ] NO [X ]
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY. (See Note 1. below).
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT. N/A
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (See Note 1. below).
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential subdivision, undeveloped
woodlands.
F. IF APPLICABLE, WHAT IS PROPOSED MET WAGE DISPOSAL? The current project
uses septic systems. It is anticci a d fut e o ment will hav s5 to
-public sewer systems. ---------
NOTE: 1. The wetlands area was determined 3 -1.4-A Co
by Mr. Matt Flint with the Army Corps of WN SIGNA URE DATE
Engineers. Any supporting information such as S. Koeni
delineation and data sheets are not available to us at this time.
NORTHRIDGE PLANTATION SUBDIVISION
PHASE I - RICHMOND PARK
MARCH 1996
NARRATIVE ON WETLANDS IMPACTS
These impacts are based on the USACOE assumed wetlands limits, and
may not represent the actual impacts, which are estimated to be
less than 2.5 acres.
According to the USACOE, the wetlands impacts on this project
consist of approximately 2.5 acres, or which 1.3 acres were filled
due to a road crossing and lot construction, 0.5 acres were
excavated in association with the construction of a ditch for storm
water management along the presumed toe slope transition from the
wetlands to the uplands and the draining to some extent of 0.7
acres along the ditch. While it would be desirable to restore the
wetlands back to their original condition, the very unstable soils
in the region have dictated that a stabilized ditch/swale be placed
in this impacted low area. This design will hopefully help to feed
controlled runoff back into the wetlands areas, and along with a
re-vegetation plan should help to restore a majority of the
excavated and drained impacted areas along with a portion of the
filled areas.
It is planned now that future sections of this development will
have wetlands surveys and delineations prior to layout planning to
insure minimal impacts. It is important to point out here that
there is a large low area associated with Reedys Swamp that runs
through the heart of this large tract of land, and this area has
already been planned around to avoid impacts in this area. I can
assure you, the oversight that resulted in the impacts in this
phase will not be repeated again on this project.
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DEM ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL 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]
ACTION ID:
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]F&
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:

John S. Koenig, Northridge Developers, LLC
2. OWNERS ADDRESS: 6200 Ramsey Street, Fayetteville, NC 28311
3. OWNERS PHONE NUMBER (HOME): - (WORK):910: 488-1976
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: James M. Kizer, Jr., PE
• Moorman, Kizer & Reitzel, Inc.
PO Box 53774
Fayetteville, NC 28305 [phone] FAX:[phone]
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: HARNETT
NEAREST TOWN OR CITY: Spring Lake/Spout Springs Community
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): miles nor
of S rin Lake on the east side of NC Highway 87 at Northridge antation
Subdivision. The site in question is to the west of Richmond Park Drive
a1nnq an adjacent property line
6. NAME OF CLOSEST STREAM/RIVER: Reedys Swamp
7. RIVER BASIN: Cape Fear
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, 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 WETLANDS LOCATED ON PROJECT SITE:
100± Acres
2/3/92

-2-
11. NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: 1.30 Ac. ±
DRAINED: 0.70 Ac. ±
FLOODED:
EXCAVATED: 0.50 Ac. ±
TOTAL IMPACTED: 2.50 Ac. ±
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Site grading, road
construction and drainage management associate with residential o
ayou an construction.
13. PURPOSE OF PROPOSED WORK: Residential subdivision development
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. The location and orientation of wetland areas necessitated im acts
from some roa s an ots. Storm water mana emen ac ivities create
impacts due-to ditch excavation an drainage. The proposed restoration plan
should help to restore some of the previously impacted wetlands.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [ ] NO [X]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT? YES [ ] NO [X ]
HAVE YOU DONE S0.
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY. (See Note 1. below).
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT. N/A
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (See Note 1. below).
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential subdivision, undevelopec
woo an s.
F. IF APPLICABLE, WHAT IS PROPOSED MET WAGE DISPOSAL? The current project
uses septic s stems. It is antici a d fut e o ment will ha sS to
public sewer systems.
NOTE: 1. The wetlands area was determined "1 -9 ?
by Mr. Matt Flint with the Army Corps of WN SIGNA URE DATE
Engineers. Any supporting information such as S. Koeni
delineation and data sheets are not available to us at this time.
NORTHRIDGE PLANTATION SUBDIVISION
PHASE I - RICHMOND PARK
MARCH 1996
NARRATIVE ON WETLANDS IMPACTS
These impacts are based on the USACOE assumed wetlands limits, and
may not represent the actual impacts, which are estimated to be
less than 2.5 acres.
According to the USACOE, the wetlands impacts on this project
consist of approximately 2.5 acres, or which 1.3 acres were filled
due to a road crossing and lot construction, 0.5 acres were
excavated in association with the construction of a ditch for storm
water management along the presumed toe slope transition from the
wetlands to the uplands and the draining to some extent of 0.7
acres along the ditch. While it would be desirable to restore the
wetlands back to their original condition, 'the very unstable soils
in the region have dictated that a stabilized ditch/swale be placed
in this impacted low area. This design will hopefully help to feed
controlled runoff back into the wetlands areas, and along with a
re-vegetation plan should help to restore a majority of the
excavated and drained impacted areas along with a portion of the
filled areas.
It is planned now that future sections of this development will
have wetlands surveys and delineations prior to layout planning to
insure minimal impacts. It is important to point out here that
there is a large low area associated with Reedys Swamp that runs
through the heart of this large tract of land, and this area has
already been planned around to avoid impacts in this area. I can
assure you, the oversight that resulted in the impacts in this
phase will not be repeated again on this project.
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State of North Carolina
Department of Environment,
Health and Natural Resources / • •
Division of Environmental Management AI?
James B. Hunt, Jr., Governor
Jonathan B. Howes, , Secretary
p E H N F11
A. Preston Howard, Jr., P.E., Director
October 6, 1995
MEMO
To: Wetland consultants and municipalities
/-I nP A
From: John Dome r--a
Re: Modification to Certification for Nationwide Permit 12 - Utility lines
The Division of Environmental Management (DEM) has reissued the General Certification
(GC) for Nationwide Permit 12 and Regional Permit 049. The new GC will expedite the permitting
process and clarify for the applicant conditions necessary for a certifiable project. The significant
changes are:
1) No fertilizer applied within 10 feet of streams;
2) Anti-seep collars every 150 feet in wetlands;
3) Restore to original contours after construction. A specific plan is needed;
4) Rip rap is restricted to stream bottom and banks directly impacted by the
utility line;
5) The construction corridor (including access roads and stockpiling of materials)
is limited to 40 feet in width;
6) Construction corridors parallel to streams shall be placed at the furthest
distance from the stream to the maximum extent practicable; and
7) Although you still need to apply to the U.S. Army Corps of Engineers for
these permits, written concurrence from DEM is no longer needed provided
that all conditions of the General Certification are followed. Written
concurrence is required if the utility line is installed parallel and closer than 10
feet to a stream or if the line crosses a stream channel at less than 75 degrees
or more than 105 degrees (i.e., not perpendicular stream crossing).
A copy of the revised GC is enclosed for your information. DEM will be making compliance
site inspections. Should the utility line be installed such that a condition is violated, remedial actions
including utility line relocation or installation of anti-seep collars fines may be imposed.
1786.
Should you have any questions, please contact Eric Galamb or John Domey at (919) 733-
nwl2.mun
P.O. Box 29535, Raleigh, Nord, Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
GENERAL CERTIFICATIONS FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 OR
REGIONAL PERMIT 049 (UTILITY LINE BACKFILL AND BEDDING)
This General 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 15A NCAC 2H,
Section .0500 and 15A NCAC 2B .0109 AND .0201 for the discharge of fill material to
waters and wetland areas as described in 33 CFR 330 Appendix A (B) (12) and
General Permit No. 198100049 of the Corps of Engineers regulations (i.e., include any
fill activity for utility line backfill and bedding. This certification replaces Water Quality
Certification Number 2664 issued on January 21, 1992 and is rescinded when the
Corps of Engineers reauthorize Nationwide 12 or Regional Permit 049.
The State of North Carolina certifies that the specifiari category of activity will
not violate Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-
217 if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
Activities covered by this General Certification do not require written
concurrence from the Division of Environmental Management (DEM) as
long as they comply with all conditions of this General Certification and
the conditions of Nationwide 12 or Regional Permit 049;
2. Written concurrence from DEM is required if the utility line is installed
parallel to and closer than 10 feet (3 meters) to a stream or if the utility
line crosses a stream channel at less than 75 degrees or more than 105
degrees (i.e., not perpendicular stream crossing) of the stream bank;
3. Construction corridors parallel to streams shall be placed at the furthest
distance from the stream to the maximum extent practicable;
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). All sediment and erosion control measures placed in
wetlands shall be removed and the natural grade restored after the
Division of Land Resources has released the project;
5. Annual species suitable for wet locations shall be planted within
jurisdictional wetlands for soil and erosion control. Perennials such as
fescue are prohibited;
6. No fertilizer shall be applied within 10 feet (3 meters) of streams;
7. The construction corridor (including access roads and stockpiling of
materials) is limited to 40 feet (12.2 meters) in width and must be
minimized to the maximum extent practicable.
8. Measures shall be taken to prevent live or fresh concrete from coming
into contact with waters of the state until the concrete has hardened;
9. 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.
10. An anti-seep cc!!ar shall be placeu at the uuwnstream (utility fine
gradient) wetland boundary and every 150 feet (45.7 meters) up the
gradient until the utility exits the wetland for buried utility lines. Anti-seep
collars may be constructed with class B concrete or compacted clay.
Perpendicular wetland crossings less than 150 feet (45.7 meters) long do
not require anti-seep collars.
The compacted clay shall have a specific discharge of 1 X 10-5 cm/sec or
less. A section and plan view diagram is attached for compacted clay
and concrete anti-seep collars.
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks
per cubic yard with rounded
course aggregate 5.0
b) Minimum cement content, sacks
per cubic yard with angular
course aggregate 5.5
c) Maximum water-cement ratio
gallons per sack 6.8
d) Slump rang;; 2" to 4"
e) Minimum strength - 28 day psi 2,500
11. Placement of rip rap is restricted to stream bottom and banks directly
impacted by the placement of the utility line. The stream berm must be
restored to the original contour after construction;
12. This general certification does not authorize any permanent changes in
preconstruction elevation contours in waters or wetlands. The permittee
will have a specific plan for restoring wetland contours. Any excess
material will be removed to a high ground disposal area;
13. If an environmental document is required, this Certification is not valid
i until a FONSI or ROD is issued by the State Clearinghouse;
14. Stormwater management shall not be required for this Certification;
15. Compensatory mitigation (i.e., restoration, creation or preservation) for
wetland losses will not be required for this Certification;
16. This Certification does not relieve the applicant of the responsibility to
obtain all other required or local approval.
Non-compliance with or violation of the conditions herein set forth by a specific
fill project shall result in revocation of this Certification for the project.
The Director of the North Carolina Division of Environmental Management may
require submission of a formal application for individ al•ce'rwicarion for any project in
this category of activity, if it is determined that the p ject is likely to have a significant
adverse effect upon water quality or degrade the wat rs so that existing uses of the
wetland or downstream waters are precluded.
Public hearings may be held for specific applic tions or group of applications
prior to a certification decision if deemed in the public' best interest by the Director of
the North Carolina Division of Environmental Management.
This is the C day of September, 1995
DIVISION OF ENVIRQNME(VTAL MANAGEMENT
1 ;
By
A. Preston How
Director
nwl2b.cer
WQC # 3022
600 of this document were printed at a cost of 557,42 or 5.10 each.
ANTI -SEEP COLLAR
_ Utility Line
(Diameter Varies)

tnches I
fog u
Class B Concrete
or Compacted Clay
6 inches rench Width 6 inches
Not to exceed 40 feet
SECTION
Class B Concrete
or Compacted Clay
12
inches
6 inches? -1.* inches
PLAN

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l February 16, 1996
County
DEM Project # 96
:APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
1-_-_i r Mr
You have our approval to in _ acres of wetlands or waters for the aui?)osc
c: at as u described in your application dated ______
1,,-- 6. After reviewing your application, we have .4_cided that this frill is covered by General
Q,:slity Certification Number This cenifice::?n allows you to use Nationwide Permit Au:?ri?e1
when it is issued by the Corps of Engineers.
This approval is only valid for the purpme a- I design that you described in your applica^on. If
change vour project, you must notify us and %ou may be required to send us a new application:.
1=, _ this approval to be valid, you must follow the conditions listed in the attached certification. In
ition, you should get any other federal, state o- local permits before you go ahead with vour
1`-"eject.
If you do not accept any. of the conditions of _his certification, you may ask for in adjUdi, ,110:-%r
h,::ring. You must. act within 60 days of the date tat you receive this letter. To ask for a hcar:rr`-.
se-d a written petition which conforms to Chapter- 150B of the North Carolina General Statute, to -hc
0-:ice of Administrative Hearin-s, P.O. Box ?74= Raleigh, N.C. 276 1 1-7447. This certificat`:on and
its conditions are final and binding unless you ask or a hearing.
This letter completes the review of the Division of Environmental Management under Sec,ion -101
o- the Crean Water- Act. If you have an), questions. please telephone John Domey at 919-733-1786.
Sincerely,
.A. Preston Howard, Jr. P.I.
A-ichmcnt
C,_ Wilmington District Corps of Enginccr<
Corps of Engineers Field Off-',,
DEM Regional Office
Mr. John Donicy
Central Files fir

Project Name Nearest Road -
County ?? Wetland Area .b- '? cres Wetland Width
Name of evaluator X11
Date
Wetland Location
_ on pond or lake
on perennial stream (7D ?na r?
on intermittent stream Y
within interstream divide
other
Adjacent land use
(within 1/2 mile upstream, upslope, or radius)
` forested/natural vegetation %
agriculture, urban/suburban ?Z6 %
impervious surface %
Dominant vegetation
Soil series
predominantly organic - humus, muck,
or peat
predominantly mineral - non-sandy
-predominantly sandy
(1)
(2)
(3)
Flooding and wetness
Hydraulic factors
steep topography
ditched or channelized
L-total wetland width >_ 100 feet
rhI rv h, 17A r kI ?bo%)
semipermanently to permanently
flooded or inundated
seasonally flooded or inundated
intermittanly flooded or tenorary
surface water
- no evidence of flooding or surface water
Wetland type (select one)*
Bottomland hardwood forest - Pine savanna
t,"Fleadwater forest Freshwater marsh
Swamp forest Bog/fen
Wet flat Ephemeral Nyetland
Pocosin Carolina Bay
Bog forest Other
*the rating systern cannot be applied to salt-or brackish marshes or stream channels
-----------------------
ol (it ??.CIP ]t

R
g'r'ater storage
x 4.00 = I SL wetland
L -

A -

Bank/Shoreline stabilization 3

x 4.00 = r • Ratin
g
U" u? --

T
Pollutant removal
* x 5.00 r
I C1 NA`ildlife habitat •3 x 2.00
N Aquatic life value x 4.00 = _J
G RecreationfE,ducation x 1.00 = _ --- - -J
*Add 1 point if in sensitive watershed and >10% nonpoint disturbance within 1/2 n_e upstream,
- _ --- _ upslope, -radius------
-----------------------------------------------------------------------------------
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
JamesB. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
FAX TO:
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FAX NUMBER: / / Cl I/ q 3 S 5
FROM: 0 tc4lC' ( /
PHONE: ?.? 7 ?6
NO. OF PAGES INCLUDING THIS SHEET:
COMMENTS: / v (T / 5SGl<,cl YU / " J")z
- 1 0 hi j/' I
Environmental Sciences Branch • 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 501/6 recycled/10% post consumer paper
ymnir e & - p x et. y.., ? . eJ4 .
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PHONE: [phone]
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THESE ARE TRANSMITTED as checked below:
c x )As requested )Approved. as submitted
c x )For your use )Approved as noted
(-)For approval )Returned for corrections
Wor review and comment (- )Other
FOR BIDS DUE 19 ( )PRINTS RETURNED AFTER LOAN TO US
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SIGNED:
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If enclosures are not as noted, ldndly notify us at once. ''•e,1??I y e 1 L P, `y,??

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BOOK No.OW3 t 6124
loot- SHEET
i j 4F
j

DR! If
CHEC
DATE ..._S ass

wBTLA1ID/DITCH REST03tATION lit3'i'ES I TOP OF'
1. THE DITCH LOGA'~ED t~FIT#iIN TH8 itBTLJ~NDS AREA SHALL aE FILLED-IN _ ~ L CHANNEL
I 11DJAGENT T4 THL Nlr'1'L,>1~DS . USING NATiRiAL !U?TERIAL3 FOUND i 5 k. I.O~ MIN. !reet~~arJ
x 3 a BOTTOM i v' W _BDTTOM ~ ~ i,. ~:u 7l7-acre ~ I
THE WIITLANDB SHALL BE REGRAbEfl AS MUCH AS POSSIaL13 BIiCK TO THE I ~ ~ _ 2 ( I CHANNEL CHANNEL ~ - 8 ft. MAX.
PRE•EXI3TIitG COlfTO(fRS AS SHOwII 8N THESE PLANS. ~ 1 f \ . F r _
I ~ - EN TO MINIMIZE DTSTURIiIANCB OP EXISTING PLAN RLAN ---j
I 3 . AS~L CARE +L ~ TAX ___..L EBTAHLISII~ MICTL~AN'I?5 DUIQYMG THE DITCH/WETLl1~tD RE&'~tATION - O
T AC'"!'IVITIl~B. .ANY DAMAGE TO AD3ACP.IfT Wl~'t'tDB StMd+L BE FILTER FABRI~-
' ° GORRECTEb I1Q>IEDIATELY TO AVOID FER#kA!'iEN~T D~IltlidiE. RUCK ABUTTMENT Qj
CRASS sEGrION v , to scale
BE C I OUT USING 4. THE W1~TLAIIDJDTTCH R?~RATIOit wORI< SHALL Aft l'0 DESIGN sernEn a
STIEtfGTTON ~1~' AND PI~DC~Dt~R~S ilT3'H THE APPR4~PRIATB TOP ~ ~ ~
OF ,NIi~IP bisTtCB TO ADJAC$N'P AIt81?8 ~ WELL INT'ErtiTl~ M r liEfiLANt3R WITHIN TillC COIiSTRUCTION .AREA. EBY'ABLI , wE~ LENGTH ~ 2' AtlNi ~ \ ~ PER DESIGN
I--------
IT MAY ~ MRCE88ARY TO , L 5 • IN OR~1Bt TO lIINI~IBE TIIE ERt38I0N IIA$ARt) j O
5 Ulf'tIL 3tfCH TIME AS T~ VEtiETATION _ L~.__ I IIiSTALL A~DI!IIQIIAL R~ DAII d d+ DES d+ DEATH TO TOF OF
i IS ES"~18I.IS1. SECTION Ql!Ti OCITLET CHANNEL ~ FILTE
I F It ?ER l AYER-FILTER FABRIC C)R - d ~ FABRK' ~ O
6. TH$ ROCK ~ttlAl~t BE p~11GEA A$ Mli4'~1N ON THS PLAIiS AS $pON AS a5 WASHED STQNE THE Rl1-t'~DIN4 At'~'iVITII~S ALLdII. ATYPICAL SE1."!`ION 1rENt THE ~ T V
SECTI N PL~• D `-FILTER LAYER.-FILTER FABRI~~ RQCYC ~ IS S~ TYPE A - FIFE QUTLET TO FLAT AR A 6' MS WASHED .:,tnNE FI TER FABRtd~ OR r N L s oNE s~cr~o `,TONE ~
I E WITN NQ DEFINED CNANNf.L not fo scok t~ O
7. AS AN IilI1rIAL CONBJii~'1'TON S'IIrA, T R4G1~ DXIEJSBDI~lE1FT SASIN - c- T7"PE B PIPE QUTLET TD DEFINED CHANN~L q ti ~ ~
i3~`IMG DITi~I ~lRt~ HS E~{PAIiDlIR AIiD CLi~?NPA _ _ ~ AT T ~ tH~' THE NXI CONSTRUC"IIpN 5PECIFiCATImtS q
QUT IN Oftb~t TO ?f`IDE fr~}11Q~tA'P1C Btl'fIM~'T' T°iIItG CAT~C'ITY TORATIk~i 9'0 E8 GARRII~ OiDT U~B~`REAM. PROTEGi 1HE CONNEC:?ION E~'tWEEN TWF RIP-RAP AND THE SOIL FROM PfFfNG Bt J~ING ti'
FROM Tf{E ~}i'1`C!t(IiBTI;~1 RES TI[IS BAzIi~ S~lLL Bl~ l~illl!"fAilF11L~ AB Lfl~ AS IT IS IfEIl, iM1ICH FILTER FABRIC OR A KEYWAY CUTOFi' TRENCH BETWEEN THE RJP-RAP STRUCTURE AND THE >(lri. + PUCE THE FILTER FABRK; BETWEEN THE RIP-RAP ANO THE 5011 EXTEND THE ~
I AS ' wCl"LAIiD DITCH RR$3'OttATION RE- wILL 1~8 IRi"tIL lit g l c r T T OF TH DA;~ OR FABRIC ACROS., .Hf SPILLWAY F0l1NMTfON AND SIDES TO NE OP E + EXCAVATE A KE'fWAY TRENCH ALONG THE GENTERUNE OF THE. SPILLWAY FOUNDATKHJ
OUTLET Pf~~TECTIQN VEGET~~'ID1i BSTABLTSHBD IT6Ei,P, EXTENDING UP THE SLOES TO THE HfJCHT OF THE OAM THE TRENCH SHOULD BE ^i
NT:. AT LEAST 2 FT. REEF AND 2 FT. WIDE WITH A iii SIDE SLJPE
d . ALL RE-GRADINi3 AC'#'YVTTT AR8 CLETE AND T1{i ROC~f DAIS rA~~ , 2 ALI CUT ANC FILL SL+7F'ES SHOULD BE 2:1 OR FLATTER.
j ARE IN PL~tCE, RE-~~1~1?I'I~l 11CTIVTT~~ u~ULL COIICE. 'tom 1 J KEEP THE THK;KNE'i5 OF THE SID€5 OF THE SPILLWAY OdITLET STRUCTURE AT A IAINIMUI~f OF 21 INCHES THE WEIR MUST BE LEVEL AND CONSTRIX'TfD r0 GRADE 1'0 ASS+.IRF
RE•V"SC31d~`AT'IQ~ ~?Lb Ill£LUi3E T#IE PLANTIIIG OP BLACK ~ ~ Cl ~ WILLOW (SALIX NIdI~A}:, TAG Ask {ALIitIS l1~1TA} iU+iD AlflllUAL -~r DESIGN CAPRI"fT1
GliAtlaB ANA GRAlEB INCLUOiI~ AS Ali'NUAL 1+~ AS 4. MATERIAi USED !N THE' STOi.~ SECTION SHOULD BE A WFtL-GRADED MIXTURE OF ''~nNF
A . O'1'HP,R A+CCEPTABLB PLANTS Q ~ s JAP1ki1$HE CLOVEI't (LESPE[fESA 1PAT ~ "ri! WITH A d50 SIZE OF 9 INCHES (CLASS B EROSION CONTROL 'S NECOMMENDED 1 AND A MAXIMUM STONE SIZE OF 14 INCHES. ^~1
Ili ~Ir} , iMiE°A? ('f'.3tf,'~'ICIRi ~ IliCL>~E $RtJOM CSI 5~~, 5 ENSURE THAT 'HE STONE SPILLWAY SECTION EXTENDS DOWNSTREAM PAST THE
AE5'~t+M~j , O~?TS (AtA BASIVA) ANi9 Bl4~ItLlIY, 9tfCl1 AS iRRALL TOE OF THE EMBANKMENT UNTIL 51ABLE CONDITION ARE REACHED ANC' OUTLET VEi.OClTr W !S ACCEPTABLE FiJR THE REC'EMNG STREAM
PE18 LLUI`t AIiD FOXTAIL HtNiDEU~t JUHATIfII} . '1'KENB (~Rf3»I i } , f E. S?ABILIZE THE EA1$ANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDfMENT P(Xlt. 4N0
PLANTINGS WILL TIiITIALLY STABILIZE THE DISTURBI6D sOIL ANU 1'MEIi I NATURAL V~ETATION TO BECOKI+ R.E• I DOWNSTREAM FROM ?HE TRAP IMMEDIATEL7 AF1rR CONSTR~~I,'TION ~
I HOPEFULLY ALLOi+i THE 'I' E3TABLISEEEb TliRtfUG~' THE DITCtI/MIETLJ?liD R$STOSiATIOAI AREA.
T19E RE-VEGIrf'ATED A1tI4S SHALL BE WELL MULCMEtf l?ND PRlwPPBD AS A {
i STHP IN TH'~ I~L~'t'ING PROCBSB. T~ INITIAL P'LA~iTING SHALL
i' I C4lt$I8~` t~F As A IYINIl1ifM, AT LEAST POUR U8' THE ACC~FTABLE ~ ~ -A" TGPS4IL TOPSOIL
GRAINS A~ GRASSES AND THEN $E SUP'PLEl1ENTEn wI`TFi THE WILLOW ~ ~ GRASS & GRAS
!flip THAT Alai A REllStkliABLE PEltIO13 OF t VARIES fp~__ AND AALER. IF IT 3S FO ~ 6' MIN
' TIME, 'i'HE PLA~M`rNGS ARE NOT GERMIiiATIIfG ACCEPTABLY, THE AREA ~ I/{^' M ` MArt titi1N 1 WILL B$ RE~FIgR4'ILIETb, REPLANTED AIiD M(FI,CHED WH~tE iIEEDED. ~ R F ~^+PLR F
6SARY TO TRAIiSPLANT SOME OF THE NATIVE { iT MAY 14LSO BECOl~ ItECE ,v. I
NATURAL WETL~?IiD VEG~!'ATION Ill ORpER TO ENCOURAGE THE
N . RESTORf?fiIQN- PROCESi~ . A. ~ l ~
I 9. THE GO1~TR1iC' SHALL TAKE SPECIAL CARE TO NOT APPLY
FERTILIZERg WI't`HIN 14 FEET OF LIVE STREAMS IF THEY ARE FRE$ENT f WITHIN THE RESTORATION AREA. ii FILTER FILTER
d
FABRIC FABRIC 1-A 1 #2 ~"3 ~4 ~5 ~6 ~7 d ~ ~
N . . ~ cLASB u r .__.._____z.__._ wo.~'
. ~ we; +R+'?;zir..- j,„a K ~ ~"Y ~ RIP RAP ~x+~".~!t41~4~,'',Nx'~~''?`. AC. 11 AC. 30 AC. 30 AC. 40 AC SD AC, 57 AC. DRAINAGE AREA 8 AC. i 4
-
Tilt ~ ~i~rt ir3. I8 +X' IIAiA' ~ 2
~ ~ ~ACIC ~ ail, cx~ls ~ > ~ RIP RAP SIDE SWAL.E DETAIL DI~~ ~ ~ 5 7 DISTURBED AREA 0:5 AC. i AC. 1.5 AC. ~ AC. ~.5 AC'. 3 AC. 3.5 AC 4 AC'.
~#E R~"K Ddb A5 CLOSIt ~ P48BI~CirE AtiD TAE '~S
' AB Mai ON THE PLANS TO INSURE THAT LOCAT' ING$ [>'E A VOLUME 900 C.F. 1800 CF. 2700 C.F. 3600 C.F. 4500 CF 5400 C.F. 6300 C. F. 7200 C".F. RFQ
ITY TO RES'1'aRE AND THE PLANT HAVE AN OP@~Cft1N (NC IP A
~'B, f>~ THE SIDE SLOP$s ARTS LEFT '1'00 TO 4E1~lIIlIA >~SROSI~411 tXflfldl t?Tl: t' DEFIN)£b Si~IALE IS FORMED, TNI: POT iTIAL TOF DAM ELEV. +320.0 315 0 309.0 .302.0 295 0 291.0 x'84 0 277.5
SERIOUS PROBLEMS.
i B01TOM DAM ELEV 317. D 312. D 306, 0 299.0 2.92.0 288 0 281.0 2'74.0
LL"PED IN TN$ 111pTt,~?liD REBTORATItI~it' AR~d1~ 11LL I 11. OIiC$ WORK I6 $ ~l~
DiBTURBL°D atTR~ ,COiI~ION I~ E PEf~T,llil'#'ER Al~$ IMtY i ANq ~fi,CMEO t B'~FAN ACID TAt~ . WEIR ELEV. 318.5 313.5 307.5 300.5 293 5 x'89.5 282.5 278.0
DOlMI AIiD 1~1 Y 118fiJli+l SILT' P1N~1t AID THE w~
88 NECffi~~f ~ I f(}g i ; IS 1~08It'Nf FlH31t PRIIIQS ilitltAB D04iN INTO '[!Nt WEIR SIZF, 18' 20' 20' 26' 26~ 3~~'` ,13' 38'
TO MINIII~A ' LO1i. ti ~
i ry y WEIR CAPACITY 54 CFS 60 CFS` 60 CFS .'8 CFS' '78 C~F>~' 96 CFS 96 C..I~~ 114 C>~~~ o
f ~t't PIPF~ CI~LY LOCIt'1'EB XM ADS lZ. d?LL S'i`OIZI~! D'tNAl~6. F CI~'1'LY ~ + ~
p>DT Ot' THE M~ Ai83 STOP SiIP I SHALL BE ~ TE `I pP IP~S ~Y TO ALLOI+i FQIi Ali J?i71~hA ACTUAL DIM. 4o'x25'xl5' 40'x30xL5' 45'x40'x1.5' 80'x60'x1.5' 60'x50'xl5 90'x5Q'xl 9(1'x80'x15' 60'x90'x~0' ~ U
i_ ttPS'TitFAI! P S Jl~ IN A
RIP4RAP AFi. DISi#I:PATAR. RltD PT E ` i ITiOM S'MIILI R16MAi1t " tf~8~ PROP~'Y' #ilD ~ SE c~s~l~ ~ ~ ry y ~ ACT(%AL VOL. 1500 C' F. 1800 C.F 2700 C F 7200 C F 4500 C F 6 ~ 50 F'_ 10,800 C.F 10,800 C F ~ ~ ~a ~
I~j LA~IIT~IOII D~IGiiAR'St3 B~! TlIE ~ ~ RIB T• DRIVE STEEL PASTS 18' INTp THE ATTACH WIRE FENCE Tp Pas T; ST'I'L1~3 s~D i o ~ o
' I,~ PI>~E SHALL SE ~ FROM THE SI'!`E ~ I GkpUND AND EXCAVATE A 6' X 6' AND EXTEND THE BCT TOM pF THE ='S. TRENCH C+PNILL ALONf~ THE LINE BF FENGE 6' TNTC tHE ExfA'rATED TRENC1i. ~ ~
I ~ OP ~~LY• I POSF; WOAD PpST`i 4' DiA MAY BE (ICED i' ~ 0
4
E COII'~L6TPPa7 IN A pAt1P~fIiONAL 111111N~ 1~BTING ALL wcc ~ S T 4F TItE N . C. DEPA'RTI!'~iT OP E~IAT, i~AL o~
~E RFQUTA ~ r NCUR D~LSI ~ ~ ..~.a , , ANIt IiXTL ROLIRCES ( 1 r ~
Y CORP$ OlA E1iNIlCiII~S, THE OtPIGE CP THE ~I y ; , . 1 U•QY [}i~4+ ail L I .j * ~r m
UCTTOli WILL HAVE TO ~ d ENtf~ AND THB tt&"R. T1iE ill'CT ~ ` I ~ , , r
AII[? AI~.PROVtD BY ALL flP '!'HE A80'i1E AGENCIES AND t . I 8E INS~SCTI~ IE5 i W
I L BEI IT IB CiIDI~P~! t'~tll~'LE'f'8. E?EFICIBNC f QONI. gY `TEFL t W ~ O
. BY 01r THE ABBCfVL~ Glib WILL I~,vE TD IlE tXyR$tEGTED r S.EP I ~ 4
ns~R$ THE Is l~#l1ALI2~. ~ ~
I INSURIlt4 A GOOD $'PJ~ND , ~ " DILL BE RlIS>~OIiBI FOR ATT T F T R F R ~ T~) l~HE bA,.kFIL~_ THE ,REN,.N AN„ COMPACT THE S[)Ii 0 0
1 ACN HE IL E AR h ~ r '1~#E Pi,f~NTiltG$. TN8 ~kCTt1R SHALL Pi1RR'HRR W R F N AN XT N THE pTTOM F T FIRMLY 70 ANCHOR THE: BOTTpM pF THE SIL. A w
~ 6~ S I S I E E CE D E E D B 0 ~ FENGE. ~ FABRIC 5' INTQ THE" TRENCH A LIVE VItS p1111g1'1' S~R'ANO OP ?S 6 ARAM!1'R'E UptH5 o N
TO TAKE wHAT1~ER 1tEAS ~S'PCO, ,ifs wll+l BE RIBBI+OIiSIHL1~ a ~ W
'f0 INSURE THAT T}tERE fdtB lF0 GAPS Ili THE PLAttTING ~ LL .ARE ltBBill~ , ~ ~
AREA. I - . I I h ;'V
SHALL CONFINE HIS Ct}~tBTRUCTION OPERATIONS TO i5. THE CONTRACTOR 'S AND
g LOCATION SHOWN ON TfiE .PLAN THE IMI~tEDIATE VICINITY OF TH s
O CASE SHALL HB OR 3ii8 EKCROACH BEYOND TftE LIMITS OF THE ~ INN SO ELY RESPONSIBLE O
OWNER' S p1~OPERTY . TI`tE CONTRACTOR SHALL 8E L i O
ADJACENT PROFI~I`Y AND SHALL MADE FOR ANY bAt11AGE TO ,~TEP r q GE DIRECTLY NITH THE E~
~ 6ATY,S~'f~CTt)ItY SETTLE#fENT FfHt ANY DAMA PROPERTY OWNER INVOLVED.
I :~STEEt POS7S10' p.r. i s''~
'WIFE FENCE 'H~', WIRE' ri _
~ ! :L TEk FABRIC ~ x vNl~ N O
x BOTTOM OF WIRE FENCE ~-AND F]LTER FABRIC Bl1kIED y~
~ ti z ~ T 2 ~ 6' IN EXCAVATED TRENCH yv "Y
_ I t7 r
~ T 0.~
t { CTEEL PDST DRIVEN
! 18' 1N I'D GROUND
N.T.S.
A .,iffION H
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l i ~ x ~ OD ` ~ ~ - , ! ~ i 1, / i p~~ ~ ~ ? ~l.fl: ~ _ - 321 ` / ~ W
i/~ _ ~ \ - / -f ~ u ~ l ~ , ~ _ UTILITY MAP
~ ~ ~ t j ~ ~
~ / - ~ 1 .~SiW- - - - - _ ~ ~ ~ S.S. MEM. ~ ~ ~ ~ - \ ~ ~ \ 1 I t ~ <
_ r . ~ ~ ; ~ / ` / i +~t1 i ~ ~ ~ ~ ~ ~ , - - 7.55 ~ ~ A \ / 1 ! 4301 ~
. _ / r' / M. ~ ~ ti ~ 1
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6- ; i / ~ ~ ~ ~ ~ ~ ~ - _ ~ ~ ~ \ ` ~ Property of
t
~ _ i a , ~ , ~ ` I I 1 ~ ~ ~ 1 t ~ ~ ~ -~,w _ ~ ~ . . " , J _ \ S.S. Aif.'Hr. \ i ~ ~ 2' PLUG ~ ~ ~ ~ ~ ~ i _ . _ ~ 1 ~dc BI.ONt?fF `
_ / ~ ~ r ' ~ 1 t, A - ` ~ ; 1 ~ ~ ~ I r i ~ A ~ 1d ~ ~ ~ ~ .tee+2~ - J.. .yam r
- ~ ~ ~ + o r ~ ANDERSON CREEK TWP. SCALE 1 = 100
a © r ~ E~~ NARNETT COUNTY. NC AUGUST 1996
~ ~ r ~,R 1 ~ ~ ~ , e- .r ( ~ / ~O _ ~ i ~ \ 443 ~ ~ ~ ! ~ ~ ~ ~ ~ ~».,,1 r
. _ a _ _ L'~ ~ f ~ _ J Y . ~ f '~f'1 n ian ~0 740
/ r w / ? r ._~~11 / / \ \ \ / lo~
'SANS 2+00 GRAPHIC SCALE IN FEET if S.S. M.. 9 9
7F1R s - fay s.s
1. / x / , ` ~ / ~ _ I t t _ ~ I
Moorman, Kizer do Reitzel, Inc.
115 Broadioot Avenue
FA ettevilk, North Carolina
I~ ^ UPDATED 11-7-96 LHT 910 414--5191
960 L 96..

4~:
K 11 ff N LJNE A - 8 CONTINUED
Nrt» Air fM Q~Iwor Nome MDN drbnce No'M Ngle Dirlonce NaM MDM A~taea
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BOOK No
SHE:F?` a
i

I
I
DRA A
CHEC
DATE
WETLAND/DITCH RESTORATION NOTBS
- w rnP nF
1. THE DITCH LOCATED WITHIN THE WETLANDS AREA SHALL BE FILLED-IN _ ._y ` CHANNEL
USIN'6 NATURAL MATERIALS POUND ADJACENT TO THE F • S R 10' MIN. hcebonrd
3~0 l~o~ - B[)TTD 2. THE WETLANDS SHALL BE REGRADED AS MUCH AS POSSIBLE BACK TO THE ~ ~ , BOTTQM
PRE-EXISTING CONTOURS AS SHOWN ON THESE PLANS. ° CHANNi CHANNEL,
~ 8 It MAX ti'
3. .ALL CARE SHALL BE TAKEN TO MINIKIZE DISTURBANCE OF EXISTING PLAN PLAN
ESTABLISHED WETLANDS DURING THE DITCH/WETLAND RESTORATION - _
ACTIVITIES. ANY DAMAGE TO ADJACENT WETLANDS SNIILL BE ~~`I "`7 RLTER FABR R~-RAP TO BOTTOM OF DITCH AS SHOWN E`ti
CORRECTla3 IMMEDIATELY TO AVOID PERKAN~1'i' DAMAGE.
4. THE WETLAND DITCH RESTORATION WORI( SHALL BB CARRIED OUT USING RocK ABUTTMENr CROSS SECTION ~ _ noC'to scare
APPROPRIATE CONSTRUCTION EQUTPNB'N4' ACID PROCEDURES WITH THE i DESIGN SfTRED
INT$NTION OF NINiXI$TN6 DISTURBANCE TO ADJACENT AREAS OR WELL ToP O [ .1 ~
ESTASLI ilL~l''LANOS WITHIN THE CONSTRUCTION AREA. iR T ,V % ~ Nf LENGTH \ \ ~'1
MIN , PER DESIGN ~j~A i
S. iN ORDER TO MINIMIZB THE EROSION MAEARD IT NAY BE NECESSARY TO I --.--LO-- INSTALL ADDITI4TIAL ROCK DAMS UNTIL SUCH TIKE AS THE VEGETATION _ _
t--~ - L o-___ IS ESTIIRLISHED. d+ DEPTH Tp TOP ~1~
~ECT[ON _ - T UII.LET CHANNEL. FlLTE ~ d FABRIC
[~ll TER ! AvER-FILTER FABRIC f~R d 6. THE ROCi( DAMS SHALL BE PLACED AS SHOWN ON THB PLANS AS SOON AS h' a5 wAHED CT[]NE O
TTIE RE-GRADING ACTIVITIES ALLOW. ATYPICAL SECTION FOR THE - ~ ~EETION ~ R~-RAP TO 80TTOM OF DITCH AS SHOWN
ROClf DAL! IS SHOWN ON THE PLANS. -fiLTEk LAVE.R--AIL+LR i ~ TYPE A -FIFE OU?LET Tp FLAT AREA N5 WASHED"TONE SHED E"tTONE' I ABR[C DR STONE SECTION
WITH ND DEFINED CHANNEL 7. AS AN INITIAL CONSTRUCTION STEP, THE ROCK DAN/SEDIMENT BASIN ~ TYPE B PIPE CIL~T ET 1 F N N not fo seGle
E EXPANDED AN CLEANED L Q DE i E U _ NA NE L. ' AT THE END OF THE EXISTING DITCH SHALL H D ~ U CHANNEL. q ~ ~
OUT IN ORDER TO PROVIDE ADEQUATE SBDIKENT TRAPPING CAPACITY carsrnuClroN
FROM THE DITCH/WETLAND RESTORATION TO BE CARRIED OUT Ui~STREAM. j SPECIFIGITIOHS 9 PROTECT THE CONNECTION BETWEEN THE RIP-RAP ANO THE S41L FROM PIPING BY U`IN ~C
THIS BASIN SHALL BE MAINTAINED AS LONG AS IT IS IfEEDED, WHICH FILTER FABRK; OR A KEYWAY CUTOFF TRENCH BETWEEN 1Hf RIP-RAP STRUCTURE ANO THE S(NL PUCE THE FILLER FA9RK; BETWEEN THE RIP-RAP ANp tHE SOIL. ExTENO THE
WILL 1~E UNTIL SUCH TINE AS Ti{E WETLAND/DITCH RESTORATION RE- FABRIC; ACROSS THE SPILLWAY FOUNDA110N AND SIDES TO THE TOP OF THE DAM ~ ~k O
VEGETATION HAS ESTABLISHED ITSELF. j CUTLET PROTECTION ExUVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY FOUNOATKNJ ~I rr EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM- TFIE TRENCH SHOULD BE V
NT; a. ONCE ALL RE-GRADING ACTIVITIEB ARE COMPLETE AND TNR AOG'>X DAMS AT LEAST i FT DEEP FT 1 AND 2 .WIDE WITH A 1 SIDE SLOPE
ARE IN PLACE, RE-VEGETATION ACTIVITIES SMALL tj01NtENCE. THE ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLITTER ~tt rl
RE-VEGETATION SCHEME 6HALL INCLUDE THS PLANTIN6 OF FLACK 5 KEEP THE TNK;KNESS OF THE SLOES OF THE $PItLWAY OUTLET STRUCTURE A7 A MINIMUM OF 2t INCHES. THE WEIR MUST BE LEYEI ANO CONSTRLK`TFD TD GRADE 70 ASSIIRF
WILLOW SALIX NI(IRA), TAG ALDER (ALNUS SERRULJITA) AND ANNUAL ~ ~ ~ DESIGN CAPACITY
GRAINS AND GRASSES INCLUDING AS ANIfUAL LtiPEDEZAS, SUCH AS 4 MAT Rl ~ TH Sri) -r^ t E A. 'SED IN E NE SECTION SHOULD BE A WFU. ,,RADED MIXTURE 'JF S,ONE
JAPANESE CLOVER LESPEDESA STRIATA). OTHER ACCEPTABLE PLANTS ( ' INCLUDE BROOM CORN SORGHUM, (SORGHUM WLGARE), N~[EAT (TRITICUM WITH A d50 SiIE OF 9 INCHES (CLASS 8 EROSION CONTROL !5 RECOMMENDED `AND A AIAZIMUM STONE SIZE OF 14 INCHES.
AESTINUM), OATS (AVENA SATIVA) AND BARLEY, SUCK AS NUTALL 5 ENSURE (HAT THE STONE SPILLWAY SECTION EXTENDS DOWNSTREAM PA51 THE
(HOR!?EUM PUSILLUM), AND FOXTAIL (HORDEUM JUBATUM). THESE TOE OF THE EMBANKMENT UMIL STABLE COND(TK)N ARE REACHED AND OUTLET VELOCITY ~ I; ACCEPTA8IF FOR THE RECF.NtNG STREAM. ~
PLANTINGS WILL INITIALLY STABILIZE THE DISTURBED SOIL AND THEN 6, STABILIZE THE EMBANKMENT ANp ALL DISTURBED AREAS A80VE THE 5EDIMENT POOL AND ~
HOPEFULLY ALLOW THE NATURAL VEGETATION TO BECOME RE- DOWNSTREAM FROM THE TRAP IMMEDMTELY AFTER CONSTRUCTION.
ESTABLISHED THROUGHOUT THE DITCH/WETLAND RESTORATION AREA. ~v
THE RE-VEGETATED AREAS SHALL BE WELL MULCHED AND PREPPED AS A i ' STEP IN THE PLANTING PROCESS. THE INITIAL PLANTING SHALL ~
i CONSI5T OF, A5 A MINIMUM, AT LEAST FOUR OF THE ACCEPTABLE
NS AND GRASSES AND THEN BE SUPPLEMENTED WITH THE WILLOW 4" TOPS~~~L 4" TCiPSOIL-~ GRAI ~'~RAS-~ ~ GRACS ~
AND ADLER. IF IT IS FOUND THAT AFTER A REASONABLE PERIOD OF I UARIES___-_~_,_.__
TIME T`HE PLANTINGS ARE NOT GERMINATING ACCEPTABLY, THE AREA ? , ~ 6~ MAN N. i ~ ~ 'SAX ~ ~ MA~, C)~ M1
WILL BE RE-FERTILIZED, RE-PLANTED AND IRJLCHED WHERE NEEDED. R F ~ ~~~F~
IT MAY ALSO BECOME NECESSARY TO TRANSPLANT SONS OF THE NATIVE C* r- ,i`' NATURAL WETLAND VEGETATION IN ORDER TO ENCOURAGE THE -
r, RESTORATION PROCBSS. h
~J ~
9. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO NOT APPLY
FERTILIZERS WITHIN 10 FEET OF LIVE STREAMS IF THEY ARE PRESENT
WITHIN THE RESTORATION AREA. FILTER- FILAR ~
FABRIC FABRIC
I , GLASS II ~1 _A ~1 ~2 #3 #4 5 ; 7 0 , , ~
RIP R.AP d5p=9
~ ~ r s _ DRAINAGE AREA 8 AC. 10 AC. 11 AC. 30 AC. 30 C'. A 40 AC. 50 AC. 57 AC.
~
Y IMPORTANT FOR THE CONTRACTOR T(T REST / \ 10. IT IS EX'TRBKEL AS AS 2 DISTURBED AREA 0.5 AC. 1 AC. 1.5 AC. 3 AC 2.5 AC. 3 AC.
DISTURBED WETLANDS AREA BACK To NATURAL coNTnaM RIP RAP SIDE SWALE DETAIL THE ROCK DAMS AS CLOSE t0 THE 5 ~ . POSSIBLE AND TO INSTALL 3 5 AC 4 AC.
ON THE PLANS TO INSURE TEUT TI[E NlTLAND$ LOCATIONS AS SHOWN ~ A CHANCE REQ. VOLUME 900 C'.F. 1800 C.F. ,2700 C.F. 3600 C.F. 4500 C.F. 5400 C.F. 6300
OPPORTUNITY 4'0 RESTORE AND THE PLAMTINOi IM HAVE AN ARE Ta4 /'!'EEP CR I F A C F 7200 C. F.
TO GERMINATE. IF TH1L~ SIDE 3IAPE3 TOP DAM EI;EV 320.0 315.0 309.0 302.0 295.0 391.0
W EIS FORKED, THE POT01'MAI+ EI10NI~ COtTLD CREATE DEFINED S AL 384 0 277.5
SERIOUS PROBLEMS•
ETED IN TNB 11ETS~D RESTOM?ION A~+11~ ALL 11. ONCE WORT( IS COMPL ~J?DED BOTTOM DAM ELEV 317.0 312.0 306.0 299.0 292.0 28 , 8 0 281.0 274.0
DISTURBED DURIIIG C10NsiT~fCTIOM S~tA. 8L PERIMETER AREAS IT ~ ALSO
DOWN AND GRASiED AND MULClIBD MITN s'IRAN AND WEIR ELEV. 318.5 313 5 307.5 300, 5 293.5 289.5 283.5 276. D ,
Y TO INSTALL 8ILT lENCE ALOMC !Kt ~S GARY BE NECESSAR ~ M~TLIINDS
MINIMIZ$ EROSION !BOLT lRINGt RRtA: DOMN IxlR TO WEIR SIZE 18' 20 20' 26' 26 ' 3~?' 3 ' ' 2 38
LOW. ~ ~
Y 1i0~ IN IILTLANDs WEIR CAPACITY 54 CFS 60 CFS 60 CFS 78 CFS 78 CF.~ 96 CFS 96' C FS 114 CFS
12. ALL STORK DRAINAGE OU4'LE! PIP88 E P;JLLED OUT 0! Y'itE WETLANDS AMb >i'lbt~ SDF1ICSblTLY SHALL B ~ TE 0
OF THE WETS BOUNDARY '!0 ALLOW ~A ,r~~ ' ACTUAL DIM. 4o'xz5'xr 5' 40'x30 xl 5' 45'x40'x1.5' 80x60'xi 5' 60'x50'xl 5' 90'x50'xl 5' 90'x80'x1.5' 60'x9 ' 0' ~ ~ ~ ~ 0x2 ~ V
ES ~ IN A SSIPATOit. ALL RBMOYfO PIP '!~T ' RIP-RAP APRON DI E M
LE CONIDITION SMALL RlIfi1IN OMNiflN PROPERTY X110 lIN1LL B USAB OWN ~ HjS A~I'I' . , ACTUAL VOL. 1500 C.F. 18017 C.F. 2700 CF 7200 C.F. 4500 CF 6750 CF 1080 " $ O C F 10, 800 C F
9TOCICPILED IN A LOCATION D~ICNAl~ iY TlfE ~ na;vE srEEE Fo~T~ 1a' INrD ?~~,E , ~r LL SE BEHOVED !Rt'M THE SITS BIID DISPOSED AI ACM WIRE FENCE Tp PD_ o ~ J f1~ yO
ALL UMJS~IBLE PIPE SHA ~ouND AND ExcAVATE a o' x h' AND ExTEND TH£ 6DrrDM DF SHE OF PROPERLY. TRENCH lPH1LL aLDNG 7HE t1NE Df FENCE 6' INTO 1HE ExCA~A7En 'ki~rr_ , POS1; WOOD pOST^ 4' DIA MAY BE UCED. ~'1 S
0
WORK SHALL BE COMPLE?ED IN A Pp0lEi6IOMRL MYINER MIETiNG 13 . ALL ~ ~ + ~ - ~ a
IAIIIEa1TS OF THE N.C. DEPARTIIIIi'P 0! NNE, pRLTH ~ ~ ~ . . TlIB RBpti AL ~ , t , ; A
NATURAL RESOURCES (NCDE~Nt) ~ DIVISION OE SNVI~N'I' , , ~ AND 0~lIC= OP THE , A
U.S. ARMY CORP6 O! ElKfINEER/, _t KANAGEKLIIT ~ ~ ~ E OWNER. TNB PROJECT CO!IfNlNk'lION HILL 1fAYE TO ~ } , » 4 , '
ENGINEER AND TH t ;I INSPECTED AND APPROVED BY ALL 0! ASOW! AGENCIES AND BE .pE}ICIBNCIES
PERSONNEL BEFORE IT IS CONSIDERED COIM!t~!'!.
UND BY ANY 0! THE A80VE GROUPS WILL NRYt TO 1{i COA~C'PED BY ;jE~ : ; FO ;TEP 1 W
CONTRACTOR 8ElORE THE PROJECT IS lINAi.Ii~. THE W ~ O
a
CONTRACTOR MILL BE R8r'3PONQIBLg FOR INSURING A ti000 WAND BArxFICL r~ TRENCH ~Nh rDMPArr r 14. THE ATTA H 1 Fr T F T Nf~ ;DTI ~ ~ 0
OF PROM THE PLANTI~' T~ II'I' 1~THER CE HE ,L EF ABRh 0 SHE r FIRMLY TO ANCHOR THE 80Tr0M OF THE ~(U PERMANENT STAND Qg GRBiS IS WIRE ENCE ANP ExTEND HE B[) TOM OE .HE FENCE GUARANTBE A LIVE VIGOROUS FaeRtc e' [NrD rHE TpEN!_ 0
ESTABLISHED AND WILL BE RBSPO}ISIBLE TO TAB 1~TNE't 11aSURES A W ~ O N
N 'OED TO INSURE THAT THERE ARE NO BAPS IN THt PLANTING ~ _ _ ARE Eiw ~r ~
~ AREA. ( t
TIONS To ' CONFINE HIS COIfB'1'lNK.'TION OPE)AA ' y ~ ~
15. THE CONTRACTOR SHALL E SAND , ~ i j
THE IMMEDIATE VICINITY OF THE LOCATION 8lIOM1 ON TH PLAN , OF THE ~ 0 CASE SHALL HE OR SHE ENCROACH BEYOND THE LIMITS i ~ - , IN N
HALL 6E SOLELY R~PONSIBLE OWNER'S PROPERTY. THE CONTRACTORS ' _
FOR ANY DAMAGE TO ADJACENT PROPERTY AND SI{ALL MAKE I ,,FP {
Y SETTLEMENT FOR ANY DAMAGE DIREC!'LY MITN THE ''TES SATISFACTOR 0
PROPERTY OWNER INVOLVED. CTEEI. PQST~l~ DC
/WIFE FENt E 'HJG WIRE'
`LTE& FABRIC i c~ R01 iDM DE WIFE FENCE
z -AND FILTER f"aBRIC BURIED ~O W
~ ~ ti' ]N EXCA'e~ATED TRENCH
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f BOOK No, OF
L SHEEET ()F

M 11 11 H t1NE A - 8 CONTiNUEO
Nume ,401. GYsEana Nome Anp4 tAllanre Name ,vqh Di?tana NaM bqw Dietonce
7701 N 18.37'24' f 4161 1101 S 67.10'4d" f 8T 68 LJOr S Bd•07'S3" W 106.80 W76 N ?8.10'59" E 84.91
a1 c 702 N 36'20' J5" w 37.E 1102 S i1 •,38'13" E 8283 tJD? S 75"07'21" W 10858 1377 N JD'01' t9" f 118.55 H~ [rOJ S IB•J8'1d` W 41101 L10J 5 ?3'16'57` W 73.04 L30J S 7J•??'34' W 73.80 LJ78 N 29.118'56" E 103 9S ' ~1
d~' 1104 S 0.7.16' 17" w 5.142 7201 S 30.59'30" W 69,37 LJ01 S fy'37'S9" W 76.99 1379 N 62'13'41" f 95.74 1105 N 7d•?9'13" w Ji.91 110Cf S J<•3J'3a" W 45.99 1306 5 15'31'0?" E 81.81 13110 N Bd'10'10" E 71.07 ~ 0
Lt06 N 60.24'34'' w 1#6J L106 N 7J•W'W` E f 14.41 1306 S 01.10'00" w 65.43 7.781 M 17.50'79" E 480! Z tr07 N 16.19'36" f .16.33 1207 N 17.21'34" E 68.57 7301 S 64'33'37" w 8x.66 l3d2 N 85.34'45° f 78 J7
ttfk@ N 83.0.7'Ja` F 4A17 110a N ?9'15'04" E 61.63 1,308 S 44.45'33" w 40.38 1353 N 79.53'46" f 8731 7108 N 00'04'33" E 41.23 L204 N 70'43'03" E 188d 7309 s 88./2'10" w 6483 7364 N 67'30'49` E 86 i? ~Q' ~0
i 1110 N 18.37'02" w 340 t?JO S d6.43'S3" E dQJ! 1370 S 45'N'36" w SS.3t t3d3 N 87.03'48" E 7U,57 SR 1193 7111 N 64'41'37" N 5f~7'3 1111 S 47.04'23" f 51.48 L311 S 0<•1?'?4" F 71,86 LJ86. N 61.17'?7" f 64.05 V' ~ ~ G' ~
1112 Ndi•31'01"w 67.14 L?12 S50•il'u"w 00.dJ CJ1? S10•S3'40~W U.?6 L3f87 N27'18'S3"f 4538 7113 N JZ•31'1J' w 4dJA 1213 S 49.49'31" W 78.44 L31J 5 01.08'34" W S,Ldo L38d N 84.34'59^ W 67.71 ~
1714 N 07•N'29" f 9815 0211 S 31.54'17" w 41,14 CJf4 S ?9'N'JO^ W 55.67 LJ89 M 61.18'51" W J1 Sr 1113 N 05'04'13" N 4dld L?t5 S 40'04'36` w 60.96 1313 S 50`01'00" w B6.Bt (.390 N 61.50'47" W 39.51 nnV v)
1116 N 16°0.7'34" E 5665 1116 S 15.77'4?" W 3349 1318 S 61.18'26` W 75.09 1391 N 18.35'14" W 8837 Lr17 N 1.!•18'.10" f 51.73 L2J1 S 61•?3'00" w d7.13 1317 S 69.56'07" w 7r 82 1392 M 60.48'59" E 104.53 A O
7118 N 72'07'16" E 3d44 L2i8 S 43'077'03" W 67.40 LJ18 S dJ'JO'S4" w 83&0 7393 N 78.56'41' E 78.87 S!i'E LI19 N 35'06`06" w 115.27 L1i9 S 12'16'17^ w 56. t8 1314 509.59'04" W 54.57 1394 N 71.31'45" E 49.9?
Ci20 N 06'07'06" w 91.70 1110 5 17'38'33" w 54.11 1320 S 35.15'31" f 64.63 LJ45 N 34'38'54" E 92.96 lt2r N 07•STd4" E 13176 0721 S 7?'11'54" M dZt? LT2t N 77.10'07" E 70.48 LJ46 N 49.26'?7" E 7328 ~ a~-
LI?? N 03.11'16' E JS.~ 1??? S 60'73'31" w St,OJ L121 5 48.07't0" E 723? L397 N 54'M'00" E 86.17 1123 N 74'10'11" E 60.63 1113 S 1715'31" W 64.69 1313 S 04'15'50" W 55.01 1398 N 85'51'15" f 51.70 s ; ,M11, ~ ~ ~4,
1114 N ?6.07'03• E x32.64 7221 S 06'UI'OJ` W ~.J3 1324 S i7•S1'rd" w 52.60 1399 S 26.11'35" w 74.30 1.125 N 53'40'18" E 151.73 1125 S 30'01'19" w 87.61 7315 S ?3.30'19" w 77.42 1100 S 02'47'09" W 51.74 ~ i ~r~
1126 N 5?•19'48" f 3A65 !?11 S 14'01'37" w 64.10 L328 N 30.49'41" W 55.08 7401 S 21'49'19" E 112.26 1117 N 03.11'91" E 93:73 LYl7 S SI•J7'JD` w 44.76 CJ27 S d9•N'36" w 4A 37 C402 S 06.53'00" E 48.14 _.~._-.t' ~ -
Lt?B N 39.08'01" E 4687 t??a S 13.5101" w 77.17 L318 S 1Nf7'J8" W 50.14 L403 S 16'55'17" W 73.14 1119 N 49*?9'40" f 4,166 7114 S 23.56'34" W 71.34 L329 S fd•30'JS" W 61.48 7404 S 05.01'51" W Sd.97 ~ l .~73.4D f' ! ~ ~i 53 DO 49 E ' n#
1,16 11,3~t 5 38'36'10" E JS66 L?~ S 58°29'~ w J~26~1 LJJO N i?•17'~A w X4.19 LIOtS S Jfo17;S7" E 71.35 ~ ~ ~
S.R t 1 t7 LJ31 5 1 17 W 0.93 0406 N d4 23 49" F 49.8, y~' 1131 5 11.06'18" E 50..12 L237 S 33'33'23" f 55.55 1,172 S 44.58'16" W 64.50 140.7 S 71'47'39" E 16,80 k,
L133 S 11.37'03" f 49.32 C?JJ S 45.71'10" E 67.84 1333 S 66.00'Sd" W 46:.79 1.406 S 04.37'09" W 7t.?7 1 ~ LIJI S 47.00'!1" f 7307 L?JI 529'01'26" W 16.63 L.x74 5 11'29'17" W 31.30 1409 S 41.31'47" E 3239 b 1133 S 30.33'33` f 64.71 L?JJ S Ji't5'S8" W 31.00 LJ35 S 39.36'?4" E 60.79 1410 N 15'46'51" E 47.03 'YrJ ;~r
LIJ6 5 07'01'06" E 41A7 L2J6 N 86.42'48" f &f.RS 1.7.76 S 7d'36't8" f 49.05 L111 N 35.37'40" E 75.85 ~ i' 4-._ ..._,i 1 ~ /
LtJ7 S 1 7.56'18` w 30.110 1137 N 31.34'51" E 73.39 L337 N 59.13'51" f 59.44 147? N 79.19'11" £ BS.dO ` `max 1138 S iJ'i 1'56" W 6J. 14 L?Jd N 37.19'39" F 64.17 1338 k ,710'23'53" f 57.41 C113 S 40.10'50" f 51. IS C 1 r
Ct39 5 ?5'31'18" w 4L67 L1J4 N 21.12'11" F 65.40 1334 N 43.54'38" E 5464 1714 S H•34'JO" f 9103 ~ s i L110 S 04.31'13" w 52.75 1240 N 17.37'10' F 78.07 LJ40 S 67.10'36' E 48.01 U15 S OS'i9'f1" E 75.19 ~
c L141 S 01'20'17" E 31161 1147 N 43.16'10" E 3744 LJ41 5 41'!1'33" f 59.06 L416 5 11'01'33" W A5.0? \ ~ ~ L142 N 73'38'23" E 5106 1142 N 68•J7'Jd" f 84.8? 134? 582'47'44" £ 31.33 7117 S 1!•00'10" W 104.44 a a i 5;
L143 M 50'56'54" E 4;548 L?4J M dorod'iJ" f 64. n 1343 N ~•0?'49" E ?746 1418 S 50.08'33" W 12714 ~ CIM N 31.46'47" .79 (244 N 52.15'19" E 70.13 ° ~ ~ ft, ~/fN~~ ~ E so 7314 s o2.5e'is" w n57 ut9 s s7 u s3" w 1?p.u ~r ~
1143 N 01'66'57" w 44.08 1173 N 1{7.11'10" W 33.54 L346 S 20.17'35" W 69.61 1410 S 68.35'13" W 71.x'6 1146 N 12.14'015" E 31.71 L?4d N 70.17'30' E 86.45 1346 S 01.40'3d" W 76.54 U11 S 51.20'44^ w 59.56 ~ s, e
t 147 N 35.2d'14" W 67.76 7147 N 00'11'38` w 17 p3 IJII S 10'21'z1" W 76.17 a?2 s o9•Ja' n" w 87.45 1118 N OB'O1'dl" W 51.97 C?4d N r?•2?'46" f 44.44 7348 5 4o•4J'4a• w 84.4e 1423 s 24.46'36" w 54.31 wEr~,wDS
1149 N 04•?1'43" f SJ:06 1244 M ?0.14'0?" F 48.14 L.H9 S 50.36'1?~ w 93 94 1424 S r0•SS'Sd" w 10.20 S 11 N ~ n I? 7x50 N 62.20'16" w 34.70 7230 N Jd•51'4t" F 39.13 W30 S 73'57'17" W 67 N L4?5 S 04'11'56" w 7336 ~
t~NE ~ V CfSt N 54.45'0?" w dl~l5 1.251 N 07.53'51" E 64.01 1351 5 ?6'Sd'07" W 1J?1 4 ~ C c 2s s o4 5. 5a` E a4a.6s ~ 4.~- . . C ~ u~ Mme--' ~ 4-- -••4„-- 1
Namr ~ None 7151 N IJ•5?'N` w alAB 1232 N 11.40'34" E 8076 7352 S u,t4,oe" w 56.37 L421 5 16'78'17" w 8424 ~ ~ A^9N 1153 N 16.41'43~ W 54.83 1253 N 24.40'33" E Sf.17 1,35,7 S Sd 46 27" w 33.17 14?B S 19.33'73" W 9729 3~ S s ~ WETi~1NDS
Ll N 33.41'03" F (2870 . t 151 N 11.06'11" E dR02 0754 N 57°17'41" f 71.13 1354 S 71'47'23" w 59.89 1419 S 10.09' 13" W 10734 L? N 38.15'28" 279.71 LSI N 65 54'23" w 4191 LESS N 58.31'13" E ~a8 1135 N 55.49'06" E 71.63 L385 S 10.34'37' w 73.63 1430 S 10.4?'47" W 71.30 ~ ~ e E LS? M T9 J2 44" W 60.87 L158 N 69.49'03" f 4266 1156 N 34 t8 58^ f 8498 7358 S 77.49'16" W 51.51 1 ~ ~ ~ S ,
U N 42.25','19" E 113-3J L3J N 11•.79'32" w 43.81 ~ 143 506 Jd 40" w 164.76 1 N 5N 't " " L157 S 84 31'2V" E d51d 0257 N 56 27'30" f 87.14 1337 5 !4 21'37" f 7801 1432 S 33.35'43" W 211.07 t J8 d E 2?.Ld3 134 N 19 28 J6 f 84.31 t13d N 22.31'33" F 4802 1156 S d3.43'OS" f 6J.9tl L.I.Sd S 73.51'37• f 78.32 1433 S 6r•?4'58~ w rr710
L5 N 58'40'11" F 12752 L53 N 05'??'33" f' 100.60 L159 N ld•46'JI" f IR11 1159 S 31.14'28" F 6747 LJ59 S 61'11'51" E 55.47 L434 N t 7 736 N JO 25'2!" F 75.34 . . 4J 19'50" w ?666 18 N 54.71'40" E IIXL9J 1760 N 59 36.21` E 8i 48 L?60 S 06 OJ'!0" W ?8 f? 1360 N 72 51'06" E 60.76 1435 S 38.30'06" W 72.97 K+~(„~(jJS 3 t„_ . _ ~ cam. ~ _ p I
L7 N 50'0.5.47" f 141.90 L57 N !7.38'14" E 11049 L161 S dS'48'S6" f 44,25 L1di S 10'74'19" w 1710.33 LJ6i N /4.3d'1J" E 77.40 , fd N 81 ?d'id" E 151.48 158 N 14.39'55" E 165.15 Ct61 N 76.07'32^ E 75.18 L?12 S 01'51'05" w SJ.00 7362 N 18~f0.44" E Itl.Td ~g9:~ ~ I
c4 S 51 ~54`l7" E 56.17 159 k 25.33'33" E 6 B8 L x63 N S? 1? 1?" f td51 L?63 S t i'00'1 r" w 61.32 C,S6J K 57 28 id" E 92,43 ~ 110 S 78 31.51" F fOt.dJ c6o M 71.36'72" w fa/1 LL
1161 N 72 42 25` E 74.Jd 1164 5 ?4 14'31• w 9?.09 LJ64 M ds•Of'04" E 32.26 ~ J • lit N 63.47'72" E !0513 761 S 58'06'45" E 4t 14 1165 N 84'30.11' E 11.6? 1185 S 2S'1d'44" W 81.62 1365 N ?1.13'38" E SLB? 112 N ?5.44'31 f 68.?? L62 S 51.2d'30" E 50.77 1186 S 89.13'34` E 13.23 1166 S II•JO'AS" W 5,1.04 L366 M 36.11'26" E J4.,~ ~ ~ ~'q° X ,y,a
113 N?7'18'06" W SI„7/ L6J S 38'27'19" f 68.85 1767 N 74.32'2x" f 4'04 1267 S 33'47'15" W 75.15 L.787 N 17.14'10" E 701.44 tl4 N 26.12'04" w X154 L61 S 37.11'53" E 76.12 1168 S 47'59'48" E 44.21 118d S 16'40'32" W 63.39 L36B ! N 15.53'57" E 84.09 V,;"
LIS N 15.5d'4?" f 8902 185 S?7.03'33" E 76.?J 1169 5 ?8.0)'36" w 4,1x1 1164 S 18'46' 16" W 41.74 1364 ' N 27.40'?J" E 86 D9 h 116 N 02'15'11" f 132.43 186 S 14'34'N" w 3166 t L170 S •56'3?" E 3507 ~ ~ ~ 1 ; ~ ~g
l1T M 4d•3?'S7" w 80.36 767 S 04.28'37" E JB.s4 L 7n S 41'04'18" f 23:74 1370 N 13.41'31" E 734! $ • 1/71 N 61.14'18" f lRdS 1271 S 11'01'00" F i0.Sfi 1371 N 16.54'1?" W 74.30 L18 N 84 ?x'12" F 128.4? 18d S 61'17'26" E 8T. J6 Lt71 N A7•il'29" E i1d.71 C17? S 79'03'11~ E 33.71 • p V V~ ,
t • t . L372 N 0? 55'52" w 70.200 / ~ L 9 N 1? 14" F 978 C64 S 46 4i 1?" F 10.40 1173 S H'86'1J" E 1d16 L17J N 37.46'41" E 4&97 LJIJ N aT•Or'?1" w r r0 r8 j 110 N 30.31'06' f 2d 79 170 S 17.13'40" f diJ9 1774 S JO.4d'S0" w 16.06 0174 N 16'50'09" w 47.04 1371 N 05.51'55" f 118.06 ~ I 1
L27 N 35'03'00 F BJ.16 L7f S S?•td'O7" E 3031 1115 S 18'01'0)" w dd~01 1176 N 00'.~'4S" f 68.68 1373 N 19'12'00" £ 109.16 ~`i _
12? N 30'51.16` f 6720 US N 57'3d'00" F ,15.50 . N t?3 N 36.30'19" F t8 id UJ N 03.08'56' E 11.44 1176 S 67 43 J1" w 43.77 LP71 ?8 34 54" f 79.33 CI71 S 313.41'18" w 4734 7777 N 13.02'01" E 72.82 H
114 N 32'09'40` E 4?41 L74 N 33.06'08" w 4477 L1M S 35'70'17" w 7711 1?7d N 10.41'16' E 7849 123 N 21'111'53" f 4?.96 L7S N 41'07'13" W 71„7? 1119 S 53'41'06" W 111.64 L?79 N la•44'iB" f 82.79 ~ ' WETLANDS ~ o ~ , ~
116 N 36'34'73" F 9@3, M L76 N Ji'S?'J2" w 49.64 t 180 5 49'33'31• F J4.t34 1260 N 78'57'00" £ 77.40 117 N 41'57'60" f 69.15 177 N 16'16'34" w 70.23 lids S 30.70'40• E 51,51 L2df N 36.48'1?" E 92.87 v ~ti ~ j
Ltd S d3•?<'te" E 64.67 17d N JO.47'?1" w 33.61- L18? S 33.78'67• W 77,11 L182 N 70.36'03" E 7d. i4 C?4 N 16'W'J7" F ,'94.42 179 N 33'34'32" M 33.18 6y'
1.A1 S 64',77' IO" f 49.04 Ld0 N 33'41' 10" w 85.12 1143 S 31 J7 45' w 74.7'7 t2d3 S 09 40 24 E 5342 L1d4 S 15.11'51" w x2.61 1284 S 10 57'68" f 75.A! yl~'~ f lJ7 S Jd'Ol "3?" E 3553 Ldi N 33'32'58" w 37.61 71x5 S 40'15'30" w 10137 L?d5 S 06.062.16" f 73.81) I. /fI 'n W V4 ~o
LJ? S 641'M'JS" E 42.96 Ld? N /d'15'00" w II d1 t 186 S ?3.47' 1J" w 18.16 0186 545.13'37^ E d2.,1T 4 1 !s~ ~ la 133 S 63.59'32" E 44,71 183 N ??'t0'1d" w 63.47 lid? S 76.13'13" f 14.d6 11d7 S 67.17'40" F 66.24 ~ j~ v ~ 1 ,
lJ/ S 34'Id'O7" 17,71 " ~ E 184 N <1.04'31" W /4.19 t1d8 N 51.35'1?" f a1.01 7188 S dJ 41 ~ f 88.51 135 S J1',76'iMf" £ 37.76 185 N 06.10'41" E 11.35 L 784 N ?0'01'53" E 71.97 t1d9 S 89.17'0.7" E 93.73 f a~ ,
LJ6 S ?6'01'10" E 352.13 C86 N J3 •J4' S6" E 58.30 L 140 N 27.44' f0" E 71.66 1190 S 04.21 ' 17" W 6,194 © ~ ~ ~ ; LJ7 S 18.38'31" F J1.S1 187 S 1a~3?'24" E 6b 60 1141 N J9~f<'44" F dL19 L191 S J9~05'30" W 51.68 ~Fi ~ ~'l ~ ~
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140 N 19'45'50" w Jt.54 t9D S 3JKd'49" f x1.21 L19t N 69.06'!7" E J2.3d L?94 S 61.19'36" W 51.99 ~ 141 k 70.Od'19` w Jd14 191 S 60.37'11" E 81. JO 7195 N 49.35'27` E x0.13 1145 S 53'02'08" W 54.63 Q ~ ~t~, ~
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~ < 0 L,lap+•/ "This certifies that khis copy of this plat accurately depicts the boundary of
~ , Z /the jurisdiction of Section 404 of the Clean Water Act os determined by the
fi / undersigned on this dote. Unless there is a chonge in the low or ovr published regulations, this determination of Section 404 jurisdiction moy De retied upon '
yc~~~'"~*~------~"`~y for o period not to exceed Iive yeors from this date. This determinatiat wos made
~ ~ utilizing the 1987 Corps of Engineers Wetlonds Delineation Manual. " .r /
(Name)_____
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/ (Dote) _
_ N.C.G. S. NDN. "61ANK"
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Z / Y / ANDERSEN CREEK TWP. HARNETT CO., NORTH CAROLINA MQII GG~~
• , tt9.? , ~ SCAt.E: 1 200' MAY 1996
~ tip,. tT 11 u~'' E ,99 a9 i
N C N~ SN1,94J 43 E~ 1,889, 158.89
tQC iT GRAPHIC SCALE IN FEET -200 -100 0 200 400 600
i
MOORMAN, UZER & REITZEL, INC. 115 BROADFOOT AM FAVETTEVILLE, N.C.
*NOT FOR RECORDATION, CONVEYANCES OR SALES* PHONE (910),484-5191 FAX [phone]
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L106 N a0'?I'.??" W 49.63 L206 N 71'01'11" E 114.41 L306 S D?•40'00" b' 6S 4J 138t N 47.50'79" F 4fi 0f 1107 N 16.79'.16" E JR33 1207 N 47.27'59" F 66.37 1107 S ~'SJ'ST• W 81.85 L302 N 6NS•34'45" F 78 S7 t
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iR ~ • , "Thrs certifies that this copy of this plot accurotety depicts the boundary of i` ` ~he jurisdiction of Section 404 of the Coon Water Act as detem+ined by tAe
~ undersigned on this dote. Unlesa there is o thongs in the taw or ovr published
, r. , t J: - ~ ~ regulations, this determinatron of Section 404 jurisdiction may be relied upon /'O rni et~tninaticn
1 , t~ *'`~------•~s~- Far o period rtot to exceed five years from this dote s d was madC a i 1a ~ uiifrzmg the 1987 Corps of Engineers Wetlands Delineation Manual,"
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34 (Name)
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N.C. 6818 C~DeOA^bt (N9D 83) j
1.988,063.13
WETLANDS /DITCH RESTORATION
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Af00R1tA1V, KIZ&R & RE17Z&L, INC 115 BROADFOOT AVE. FAYETTEVIILN, N.C.
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