20041454 Ver 1_COMPLETE FILE_20040831

MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WQ Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Morris Landing / Holly Ridge Tract
Project Number 04 1454
Recvd From APP
Received Date 8/31/04 Recvd By Region
Project Type ditch restoration
County Onslow
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
7_7 forested FY O N F 1 R-8?-6 ? sn HQNx F(l,(?4. x.44 ?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y (ON Did you request more info? O YO N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? O Y * N Recommendation: O Issue * Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection to the project as proposed provided that the applicant mmet all
conditions of WQC #3399 and the additional conditions listed in the wrriten 401 Water Quality
Certification,
w4Q V /1IQC?2as °issuod'dt r'Qctor e r? ' 2004E ` ttN M C*
cc: Regional Office
Central Office Page Number 1
MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WQ Supervisor: Bick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Morris Landing / Holly Ridge Tract
Project Number 04 144
Recvd From APP
Received Date 8/31/04 Recvd By Region
Project Type ditch restoration
County Onslow
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F27 forested O Y O N 18-87-6-2 SA HQw 30,621. 3.
F_ F-O Y _0N ???F_ F_ F__ F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y Oo N
Have Project Changes/Conditions Been Discussed With Applicant? OQ Y O N
Is Mitigation required? O Y @ N Recommendation: O Issue @ Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection to the project as proposed provided that the applicant mmet all
conditions of WQC #3399 and the additional conditions listed in the wrriten 401 Water Quality
Certification.
The 401 WQC was issued on October 5. 2004. NML
cc: Regional Office
Central Office Page Number 1
Triage Check List
J 1
Id -14 y°Q?e [ CC''4
-,-
Date: q- oZ " a ? Project Name: Mo frl? `A
DWQ#: b H l ys9
County:
To: ? ARO Kevin Barnett
? FRO Ken Averitte
? MRO Alan Johnson
? RRO Mike Horan
From:' rc.2,L/-
V
? WaRO Tom Steffens
WiRO Noelle Lutheran
?' WSRO Daryl Lamb
I)I C-Q/.,Vr,\ Write
Telephone : [phone]_Gl
The file attached is being forwarded to spur for your evaluation.
Please call if you need assistance.
,t
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
.? (C'SfG?t?dn (aCD,?QC? -?QafC ?Qv?p?J
t`? W P
('a
UC- ?,
-'jU? SItAvV1D4 "n Q (-\ - ? I - ?Wl.
CAPE FEAR
FAX [phone]
www.capefearen_qineering.com
t
Engineering, Inc.
, 151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
To: Division of Water Quality
Wetlands Restoration Program
1619 Mail Services Center
Raleigh, NC 27699
Attn:

Transmittal

Date: 8/25/04
File: 407-01
Subject: 401 Certification
? As Requested ? For Your Files ? For Distribution ? For your Review / Action / Approval
? Sent via Mail ? Sent via Courier
Quantity Drawing No. Description
1 Submittal Package
REMARKS
CC: Noelle Lutheran, Wilmington Regional Office f < .1.. Cape e r En. inee i g, Inc.
Signed:
Davis Fen ell
Transmittal-Poole Rd.doc
WETLANDS 1401 GROUT
AUG 3 1 2004
WATER QUALITY SECTION
DESIGN NARRATIVE
FOR
THE MORRIS LANDING/HOLLY RIDGE
TRACT
990305ON `,
Onslow County, North Carolina
4,9
n
'-p
r n e j\
??JJflJffffit
Date: March, 2001
Revised: July, 2004
Prepared by
o Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]
Cape Fear Engineering has been retained by Holly Ridge Associates (HRA) to prepare plans,
details, and design calculations to obtain Sediment and Erosion Control Plan approval for the
subject property. A Sedimentation and Erosion Control Plan was approved for this project on
September 7, 2001 and last revised on February 11, 2003. The purpose of this report is to update
the approved plan for the filling and/or stabilization of existing ditches in accordance with a
consent decree resulting from litigation between the owners of this project and the North
Carolina Coastal Federation, North Carolina Shellfish Growers Association, and the United
States EPA. A portion of that consent decree (Appendix 2 "Site Restoration and Mitigation
Plan") is attached.
The information contained in this report was generated by information and mapping supplied to
Cape Fear Engineering by the owners and their representatives, US GS Quad Sheet "Holly Ridge,
NC", 1970, USDA-SCS Soil Survey of Onslow County, NC, and site inspection by Cape Fear
Engineering.
The attached plan (sheet ER-1) identifies 17 existing ditches and associated sediment/erosion
control measures on the Morris Landing Tract. All sediment/erosion control measures were
approved previously and are now existing. No changes to the sediment/erosion control measures
are proposed at this time, and the measures as designed, approved, and installed are adequate for
the improvements proposed at this time. Routine maintenance of such structures may be
performed as necessary prior to the onset of activities described below. No additional
information is provided regarding the sediment/erosion control measures at this time. The area
of disturbance for all proposed improvements is delineated on sheet ER-1 and is measured at less
than 36 acres (8 acres fewer than the 44 acres listed on the approved plan). No additional
disturbance of land will be required to access the existing ditches to install proposed
improvements. Where access must be created through woodlands, all vegetation and trees shall
be cleared with a hydro-axe such that equipment access is provided without disturbance.
The following is a summary by ditch of proposed improvements:
DITCH#1:
Ditch #1 was constructed such that excavated material was sidecast along ditch banks. Ditch #1
shall be restored by filling and grading by pushing the sidecast excavation into the ditch,
beginning upstream and working towards the existing downstream terminus. This process will
be completed as quickly as possible and immediately revegetated per the seeding schedule. The
existing sediment trap located at the downstream terminus of Ditch #1 shall be inspected and any
maintenance (if necessary) shall be performed prior to the onset of construction. Upon
completing the restoration of Ditch #1, the existing sediment trap shall be removed and a clay
plug installed in its place. The clay plug will be covered with native material and revegetated per
the seeding schedule. Additional clay plugs shall be installed at locations approximately one-
third and two-thirds of the ditch length as shown on the attached plan. There is no impact to
wetlands as a result of this action.
DITCH#2:
Ditch #2 was constructed such that excavated material was sidecast along ditch banks. Ditch #2
shall be restored by filling and grading by pushing the sidecast excavation into the ditch,
beginning upstream and working towards the existing downstream terminus. This process will
be completed as quickly as possible and immediately revegetated per the seeding schedule. The
existing sediment trap located at the downstream terminus of Ditch #2 shall be inspected and any
maintenance (if necessary) shall be performed prior to the onset of construction. Upon
completing the restoration of Ditch #2, the existing sediment trap shall be removed and a clay
plug installed in its place. The clay plug will be covered with native material and revegetated per
the seeding schedule. Additional clay plugs shall be installed at locations approximately one-
third and two-thirds of the ditch length as shown on the attached plan. There is no impact to
wetlands as a result of this action.
DITCH#3:
Ditch #3 was constructed such that excavated material was sidecast along ditch banks. Ditch #3
shall be restored by filling and grading by pushing the sidecast excavation into the ditch,
beginning upstream and working towards the existing downstream terminus. This process will
be completed as quickly as possible and immediately revegetated per the seeding schedule. The
existing sediment trap located at the downstream terminus of Ditch #3 shall be inspected and any
maintenance (if necessary) shall be performed prior to the onset of construction. Upon
completing the restoration of Ditch #3, the existing sediment trap shall be removed and a clay
plug installed in its place. The clay plug will be covered with native material and revegetated per
the seeding schedule. Additional clay plugs shall be installed at locations approximately one-
third and two-thirds of the ditch length as shown on the attached plan. There is no impact to
wetlands as a result of this action.
DITCH#4:
The main channel of Ditch #4 was constructed such that excavated material was hauled to
stockpiles on site - no excavated material was discharged into the surrounding wetlands. The
loop ditches just south of the main channel of Ditch #4 were constructed such that excavated
material was sidecast along ditch banks. A combination of filling and regrading of ditch banks is
proposed to stabilize Ditch P.
First, the loop ditches and that portion of the main channel of Ditch #4 south of the juncture with
the existing agriculture/silviculture ditch shall be restored by filling and grading by pushing the
sidecast excavation into the ditch, beginning upstream and working towards the existing
downstream terminus. The existing flashboard riser shall be removed. For that portion of the
main channel of Ditch #4 where there is no sidecast material, fill material shall be brought in
from one of the existing stockpiles shown on sheet ER-1. This process will be completed as
quickly as possible and immediately revegetated per the seeding schedule. As there is no outlet
for the ditches to be filled, no sediment/erosion control measures are proposed, nor is a clay plug
proposed.
The remainder of the main channel of Ditch #4 shall be regraded to a stable cross section with
ditch banks not to exceed a slope of 3H:1 V. This will be accomplished by collapsing the
existing, vertical ditch banks to fill and raise the ditch bottom. The remaining slopes shall be
graded at 3H:1 V and immediately stabilized per the seeding schedule. The newly graded ditch
will discharge to existing agriculture/silviculture ditch as shown on sheet ER-1. An additional
plan sheet, C-1, is attached for detail.
To protect the unconsolidated fill used to regrade the existing ditch and raise the ditch bottom, a
series of rock dams shall be installed about every 200 linear feet in that portion of the ditch that is
regraded. The rock dams are not intended to abate sedimentation, but rather to dissipate velocity
and allow the unconsolidated slopes to stabilize with vegetation.
The above described restoration of Ditch#4 will impact approximately 23,847 square feet (0.55
acres) of wetland.
DITCH #5:
Ditch #5 was constructed such that excavated material was sidecast along ditch banks. Ditch #5
shall be restored by filling completely and grading by pushing the sidecast excavation into the
ditch, beginning upstream and working towards the existing downstream terminus. This process
will be completed as quickly as possible and immediately revegetated per the seeding schedule.
The existing sediment trap located at the downstream terminus of Ditch #5 shall be inspected and
any maintenance (if necessary) shall be performed prior to the onset of construction. Upon
completing the restoration of Ditch 45, the existing rock dam shall be removed and a clay plug
installed in its place. The clay plug will be covered with native material and revegetated per the
seeding schedule. Additional clay plugs shall be installed at locations approximately one-third
and two-thirds of the ditch length as shown on the attached plan. There is no impact to wetlands
as a result of this action.
DITCH#6:
No measures proposed.
DITCH#7:
Ditch #7 was constructed such that excavated material was sidecast along ditch banks. Ditch #7
shall be restored by filling completely and grading by pushing the sidecast excavation into the
ditch, beginning upstream and working towards the existing downstream terminus. This process
will be completed as quickly as possible and immediately revegetated per the seeding schedule.
The existing sediment trap located at the downstream terminus of Ditch #7 shall be inspected and
any maintenance (if necessary) shall be performed prior to the onset of construction. Upon
completing the restoration of Ditch #7, the existing rock dam shall be removed and a clay plug
installed in its place. The clay plug will be covered with native material and revegetated per the
seeding schedule. Additional clay plugs shall be installed at locations approximately one-third
and two-thirds of the ditch length as shown on the attached plan. There is no impact to wetlands
as a result of this action.
DITCH #8:
Ditch #8 was constructed such that excavated material was sidecast along ditch banks. Ditch #8
shall be restored by filling completely and grading by pushing the sidecast excavation into the
ditch, beginning upstream and working towards the existing downstream terminus. This process
will be completed as quickly as possible and immediately revegetated per the seeding schedule.
The existing sediment trap located at the downstream terminus of Ditch #8 shall be inspected and
any maintenance (if necessary) shall be performed prior to the onset of construction. Upon
completing the restoration of Ditch 48, the existing rock dam shall be removed and a clay plug
installed in its place. The clay plug will be covered with native material and revegetated per the
seeding schedule. Additional clay plugs shall be installed at locations approximately one-third
and two-thirds of the ditch length as shown on the attached plan. There is no impact to wetlands
as a result of this action.
DITCH #9:
Ditch 49 shall be graded such that all side slopes are stable (2H: IV or flatter) and positive
drainage is maintained by longitudinal slope. Where possible, the slope shall be stabilized by
collapsing the existing vertical banks to raise and fill the ditch bottom and grading the remaining
slopes to a stable section. All newly graded slopes shall be stabilized immediately per the
seeding schedule. The existing flashboard riser shall be left in place to impede flow and
dissipate the velocity of flow in the channel. Similarly, the existing rock dams downstream of
the flashboard riser shall be left in place. These measures are intended to remain to protect the
unconsolidated material in newly graded areas from erosion while permanent vegetation is
established.
Only that portion of Ditch #9 that has been maintained since January, 1998 shall be regraded.
Where the ditch maintenance from 199811999 begins at the existing Ditch #9 (see sheet ER-1),
the newly graded areas will match the invert and slope of the undisturbed ditch section. A new
rock dam is proposed at this location to function as a velocity dissipator and prevent head cutting
of the newly graded area while permanent vegetation is established. The above described
restoration of Ditch#9 will impact approximately 31,583 square feet (0.73 acres) of wetland.
DITCH #10:
The network of ditches known as Ditch NO were constructed such that excavated material was
hauled to stockpiles on site - no excavated material was discharged into the surrounding
wetlands. Ditch #10 shall be restored by filling and grading by hauling material from existing
stockpiles, beginning downstream and working upstream. This process will be completed as
quickly as possible and immediately revegetated per the seeding schedule. Upon completing the
restoration of Ditch #10, a clay plug installed at end of the new fill section (see plan sheet ER-1).
The clay plug will be covered with native material and revegetated per the seeding schedule.
Additional clay plugs shall be installed at locations approximately one-third and two-thirds of the
ditch length as shown on the attached plan. The above described restoration of Ditch#10 will
impact approximately 31,583 square feet (0.73 acres) of wetland.
DITCH #11:
The network of ditches known as Ditch #11 were constructed such that excavated material was
hauled to stockpiles on site - no excavated material was discharged into the surrounding
wetlands. Ditch #11 shall be restored by filling completely and grading by hauling material from
existing stockpiles, beginning downstream and working upstream. This process will be
completed as quickly as possible and immediately revegetated per the seeding schedule. Upon
completing the restoration of Ditch #11, a clay plug installed at the existing confluence with
Ditch # 12. The clay plug will be covered with native material and revegetated per the seeding
schedule. The above described restoration of Ditch#11 will impact approximately 57,851 square
feet (1.33 acres) of wetland.
DITCH #12:
Ditch #12 shall be graded such that all side slopes are stable (2H:1 V or flatter) and positive
drainage is maintained by longitudinal slope. Where possible, the slope shall be stabilized by
collapsing the existing vertical banks to raise and fill the ditch bottom and grading the remaining
slopes to a stable section. All newly graded slopes shall be stabilized immediately per the
seeding schedule. The existing flashboard riser shall be left in place to impede flow and
dissipate the velocity of flow in the channel. Downstream of the flashboard riser, no additional
grading is necessary. This portion of Ditch #12 was regraded in the manner described above in
2001 and is now stable with a good stand of permanent vegetation.
Only that portion of Ditch #12 that has been maintained since January, 1998 shall be regraded.
Where the ditch maintenance from 1998/1999 begins at the existing Ditch #12 (see sheet ER-1),
the newly graded areas will match the invert and slope of the undisturbed ditch section. A new
rock dam is proposed at this location to function as a velocity dissipator and prevent head cutting
of the newly graded area while permanent vegetation is established. The above described
restoration of Ditch#11 will impact approximately 737 square feet (0.02 acres) of wetland.
DITCH#13:
No additional measures proposed. The maintained portion of Ditch #13 was regraded in the
manner described above for ditches 9 and 12 in 2001 and is now stable with a good stand of
permanent vegetation.
DITCH #14•
No additional measures proposed. The maintained portion of Ditch #14 was regraded in the
manner described above for ditches 9 and 12 in 2001 and is now stable with a good stand of
permanent vegetation.
DITCH#15•
No additional measures proposed.
DITCH#16:
No additional measures proposed.
DITCH#17:
The collector portion Ditch #17 that was installed after 01/01/98 was constructed such that
excavated material was sidecast along ditch banks. The fingers of Ditch # 17 were constructed
such that excavated material was hauled to side cast stockpiles of the collector portion of ditch
#17 - no excavated material was discharged into the surrounding wetlands. Ditch #17 shall be
restored by filling and grading by pushing the sidecast excavation into the collector portion of
Ditch#17, beginning upstream and working towards the existing downstream terminus. The
fingers will be filled in the same manner, but working from downstream to upstream. This
process will be completed as quickly as possible and immediately revegetated per the seeding
schedule. The existing sediment trap located at the end of the new portion of Ditch #17 (at the
juncture with the older portion of the ditch) shall be inspected and any maintenance (if necessary)
shall be performed prior to the onset of construction. Upon completing the restoration of Ditch
#17, the existing rock dam shall be removed and a clay plug installed in its place. The clay plug
will be covered with native material and revegetated per the seeding schedule. Additional clay
plugs shall be installed at locations approximately one-third and two-thirds of the collector
portion of Ditch#17 as shown on the attached plan. There are no proposed improvements to that
portion of Ditch#17 that existed prior to 01/01/98. The above described restoration of Ditch#17
will impact approximately 5,851 square feet (0.13 acres) of wetland.
STOCKPILES:
The material stockpiles are adjacent to existing haul roads and are easily accessible for borrow
material to be used on-site. Immediately upon completion of this project, any material remaining
in the stockpiles shall be grade to a stable slope and vegetated per the seeding schedule.
DISTURBED AREA AND WETLAND IMPACTS:
The following chart summarizes the area of disturbance for the proposed improvements:
DISTURBED AREA WETLAND IMPACT
LOCATION SQUARE
FEET
ACRES SQUARE
FEET
ACRES
DITCH #1 74,985 1.72 0 0
DITCH #2 132,081 3.03 0 0
DITCH #3 108,107 2.48 0 0
DITCH #4 142,065 3.26 23,847 0.55
DITCH #S 65,053 1.49 0 0
DITCH #6 0 0 0 0
DITCH #7 68,721 1.58 0 0
DITCH #8 45,205 1.04 0 0
DITCH #9 83,193 1.91 31,533 0.73
DITCH #10 143,867 330 30,673 0.70
DITCH #11 143,394 3.29 57,851 133
DITCH #12 94,070 2.16 737 .02
DITCH 013 0 0 0 0
DITCH #14 0 0 0 0
DITCH #15 0 0 0 0
DITCH #16 0 0 0 0
DITCH #17 168 990 3.88 5,852- 0.13
STOCKPILE #1 186,350 4.28 0 0
STOCKPILE #2 84 682 1.94 0 0
TOTAL 1 0 763 35.37 149,806 3.44
IFINANCLAIL RESPONSIBILITY/
OVffERSHIP FOR
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No p erson m ay i nitiate a ny I and-disturbing a ctivity o n o ne o r m ore c ontiguous a cres a s c overed b y t he A ct
before this form and an acceptable erosion and sedimentation control plan have been completed and approved by
the Land Quality Section, N.C. Department of Environment, Health, and Natural Resources. (Please type or print
and, if question is not applicable, place N/A in the blank.)
Part A.
1. Project Name Holly Ridge Tract
2. Location of land-disturbing activity: County
Onslow
city
or Township Holly Ridge and Highway/ Street Morris Landing Road
3. Approximate date land-disturbing activity will be commenced: Upon permit receipt
4. Purpose of development (residential, commercial, industrial, etc.):
None
5. Approximate acreage of land to be disturbed or uncovered: 44 acres previously permitted, no new disturbance
6. Has an erosion and sedimentation control plan been filed? Yes X No
7. Person to contact should sedimentation control issues arise during land-disturbing activity.
Name Davis Fennell, PE Telephone
_ 8. Landowner (s) of Record (Use blank page to list additional owners):
Holly Ridge Associates, LLC
Name (s)
1900 Eastwood Road, Suite 11
Current Mailing Address
Wilmington NC 28403
City State Zip
9. Recorded in Deed Book No.
Part B.
1419
1. Person(s) or firms (s) who are Financially Responsible for this land-disturbing activity (Use the blank page to list
additional persons or firms):
Holly Ridge Associates, LLC
Name or Person(s) or Firm (s)
1900 Eastwood Road, Suite 11
Mailing Address Street Address
Wilmington NC 28403
City State Zip City State Zip
910-383-1044
Current Street Address
City State Zip
Page No. 89
Telephone [phone] Telephone
JU 1 06 04 0,4: Sup t.Hrt r ="K C11U 111CCR 111N -& ---- 1 1- - -
2. (a) If the Financially Responsibility Party is not a resident of North Carolina, give name and street address of a
- North Carolina Agent.
0
Mailing Address
Street Address
City State Zip
Telephone
City State Zip
Telephone
2. (b) If the Financially Responsibility Party Is a Partnership, give the name and street address of each General
Partner (Use blank page to list additional partners). If the Financially Responsible Parry is a Corporation, give
name and street address of the Registered Agent.
Namo
Mailing Address Street Address
State Zip City State Zip
- City
Telephone Telephone
The above Information is true and correct to the best of my knowledgo and belief and was provided by me under
oath. (This form must be signed by the financially responsible person if an individual or his attorney-in-fact or If not
an individual by an officer, director, partner, or registered agent with authority to execute Instruments for the
financially responsible person). I agree to provide corrected information should there be any change in the
Information provided herein.
Hen Miller III
Type or print name
Cinnaturel 1 1 !/'
Mana er
Title or Authority
D r7
1, ?a? ?• SpehCe r a Notary Public of the County of J?j eanl JJ(Lh a ye-r
State of North Carolina, hereby certify that r E • M V
appeared personally before me this day and being dul sworn acknowledged that the above form was executed by
him.
Witness my hand and notarial seal this day of.
seal SID Y•Fy'
,p.
,
,j..OTARY
z2 :z
• pUBk-
a
J%
%
(.-
Notary
My commission expires I ab 8
PCT APPLICATION FORM
NATIONWIDE 27 PERMIT
Office Use Only: Fonn Version May 2002
.
5 .
USACE Action ID No. DW NO.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NIA".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name:Holly Ridge Associates, LLC (Henry Miller, Jr. , Manager
Mailing Address: 1900 Eastwood Road
Suite 11
Wilmington, NC 28403
Telephone Number: 910-256-9940 Fax Number: 910-509-1352
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:Davis Fennell, PE
Company Affiliation: Cape Fear Engineering
Mailing Address: 151 Poole Road
Suite 100
Belville, NC 28451
Telephone Number: 910-383-1044 Fax Number: 910-383-1045
E-mail Address: davis.fennell(a capefearen ineering.com -
Page 5 of 12
-III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE r equires i nformation t o b e s ubmitted o n s heets n o t arger t han 11 b y 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Morris Landing/Holly Ridge Tract
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): -750-1.3
4. Location
County: Onslow Nearest Town: Holly Ridge
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):From US Hwy 17 in Holly Ridge.
turn right onto Moms Landing Road. Property lies about 1 mile south on the right side of
Morris Landing Road
5. Site coordinates, if available (UTM or Lat/Long):N 34°28'00", W 77°32'30"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Approximately 1350 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): Cypress Branch
8. River Basin: White Oak
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is forested. Some portions of the site are leased for
hunting
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: This
project is the restoration of existing ditches according to the terms of the consent decree
entered i n U S D istrict C ourt for t he E astern D istrict o f N C._ T he restoration i ncludes t he
filling and/or sloping of existing ditches with typical construction equipment such as
backhoes bulldozers and dump trucks A hydro-axe will be used to clear access to ditches
in wooded areas.
Explain the purpose of the proposed work: See item 10.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
There are no valid permits or delineations current for this project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no future plans for this site beyond compliance with the consent decree.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: See attached narrative.
Page 7 of 12
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream Typ
linear feet
e of Wedand***
Ditch#4 Fill and Grading 0.55 No 1725 Forested
Ditch#9 Fill and Grading 0.73 No 225 Forested
Ditch#10 Fill 0.70 No 1025 Forested
Ditch#11 Fill 1.33 No 2090 Forested
Ditch#12 Fill and Grading 0.02 No 1800 Forested
Ditch#17 Fill 0.13 No 1100 Forested
* List each impact se
excavation, floodin parately and identify temporary impacts. Impacts include, but are not limited to: mechanized c
g, ditching/drainage, etc. Fordams, separately list impacts due to both structure and flooding. learing, grading, fill,
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hgp://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property---Approx. 400
Total area of wetland impact proposed: 3.44
3. Individually list all intermittent and perennial stream impacts below: N/A
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on man) (linear feet) Before Impact (please ecif
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.£ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com,
www.ma2guest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 0
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 12
Open Water Impact Area of Type of Waterbody
Site Number Type of Impact* Impact Name of Wate) (lake, pond, estuary, sound,
(indicate on map) acres (ifapplicable bay, ocean, etc.
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Avoidance of these impacts is not applicable to this proiect. The purpose of this project is to
restore the site to its condition prior to ditching in order to mitigate any potential prior impacts
that may have resulted from the ditching activities themselves.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
Page 9 of 12
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htip://h2o.cnr.state.nc.us/ncwetlands/strrngide.btmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wlp/index.htin. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Page 10 of 12
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been fmalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required s tate and 1 ocal buffers a ssociated w ith t he p roject. T he a pplicant in ust a lso p rovide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. L f buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* s uImpct are feet Multiplier M ti ati n Required
1 3
2 1.5
Total I I I
• Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page 11 of 12
Jul as 04 u9: ff?P l.nrt rtntc C17?7111GGf?lifaa -A--....-_- I -
Payment into the Riparian Buffer Restoration Fund) Please attach all appropriate information as
identified within 15A NCAC 213
N/A
X1. Stormwater (required by DWQ)
Describe impervious acreage (both lain orand proposed) der to protect o surfaces waters$andn wthe site.
etlands
Discuss stormwatcr controls proposcd
downstream from the property.
N/A
Xll. Sewagc Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
?Uli, violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-tie-fact permit application?
Yes ? No
?QV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. Iiowcvcr, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
APPlicant/Agent's Signatu Date
(Agent's signature is valid only if an authorization letter from the applic:utt is provided.)
Page 12 of 12
SETTLEMENT AGREEMENT
SITE RESTORATION AND
MITIGATION ELAD4
DRAFT 2-28-04
APPENDIX 2
SITE RESTORATION AND MITIGATION PLAN
I. Ditch Restoration
The ditches excavated by the Defendants at the Holly Ridge Site (the "Site") that are the subject
of this action have been identified by number for ease of reference, as shown on the attached Site
map. The restoration requirements for each ditch are stated below. In addition to restoration of
ditched areas described below, any additional areas of the Site that are current or potential
erosion and sedimentation problems at the Site as determined by the NC Division of Land
Resources shall be adequately stabilized so that they do not pose a threat of continuing
sedimentation of waters.
A. General
The spoil piles at the Site that were created as the result of Defendants' ditching activities will be
placed back into the ditches. Where ditches are to be filled, they must also be vegetated and
stabilized. All ditch filling or regrading occurring in wetlands must be revegetated using wetland
vegetation. Clay plugs must be utilized in appropriate locations. Subject to parties' further
calculations and discussions, clay plugs will be used at the downstream end of each ditch being
filled and at locations approximately one-third and two-thirds of the distance up the ditch from
the downstream end. All refilling and regrading must be carried out subject to the requirements
of and approval by the NC Division of Land Resources.
B. Ditches 1, 2, 3, 5, 7, S, and 17.
These ditches must be filled, clay plugs used, and revegetated. Spoil piles must be pushed into
ditches to help fill and stabilize the ditches. Where ditch spoil was not sidecast and no spoil is
alongside of ditch, adequate fill material must be hauled to the ditch.
C. Ditch 4
The three loop portions of Ditch 4 will be filled. The portion of Ditch 4 from the powerline right
of way to the existing water control structure will be regraded and stabilized with slopes less than
or equal to three-to-one (horizontal to vertical). Rock check dams will be installed every two
hundred feet along the portion of Ditch 4 that is not being filled, to control sediment and to
reduce ditch flow velocity. All filled or regraded areas must be revegetated.
D. Ditch 6
DRAFT 2-28-04
This ditch can be left as is.
E. Ditches 9 and 12
Ditches 9 and 12 shall be regraded such that all side slopes are stable with a slope of two-to-one
or flatter, with the existing vertical banks collapsed to raise and fill the ditch bottom. Newly
graded slopes will be stabilized immediately. Existing rock dams and flashboard risers shall be
left in place. The outfall of ditch 9 will be modified to eliminate any existing discrete
conveyance of drainage, via eroded or excavated channel, in the 200 foot wide conservation
easement strip to be dedicated along Cypress Branch pursuant to Section V below. The drainage
from ditches 9 and 12 will be spread into sheet flow to wetlands adjoining Cypress Branch.
Ditches 9 and 12 will not be modified in the future in any way that would allow any direct
conveyance of drainage to Cypress Branch as a result of a ten year/ 24 hour storm event.
F. Ditches 10 and 11.
These ditches must be filled as shown Exhibit ER-1 attached. Clay plugs must be used, and the
ditch fill revegetated. Spoil piles must be pushed into ditches to help fill and stabilize the
ditches. Where ditch spoil was not sidecast and no spoil is alongside of ditch, adequate fill
material must be hauled to the ditch.
F. Ditches 13, 14, 16
These ditches may remain in place as is unless DENR or EPA require any further stabilization.
All plans and applications for approval or permitting of the ditch restoration work described
above shall be submitted to the respective permitting agencies and to the plaintiffs within 45
days of the entry of this Decree. All work shall be commenced within 60 days of receipt of each
necessary permit or approval and shall be completed within 120 working days of
commencement.
II. Wetland Mitigation
In addition to the ditch restoration work required above, Defendants will restore 15 acres of on-
site lands that historically were wetlands but which do not currently have wetland characteristics
due to past ditching, farming, or other practices. The 15 acres will be restored to fully
functioning wetlands. The wetlands to be restored must be wetlands that were not affected by the
ditching activities complained of in the Amended Complaint. Should Defendants determine that
restoration of 15 acres is not feasible on-site, Defendants shall pay for wetland restoration to a
party to be agreed upon, at the State of North Carolina's then-applicable non-marsh restoration
rate per acre, for a total of 15 acres (combining the acreage restored and the payment in lieu of
restoration). This 15 acres is separate and distinct from the fifteen acres of wetland restoration to
be procured if the Supplemental Environmental Project described in Section V below does not
occur.
2
DRAIJ T 2-28-04
This restoration will be accomplished in accordance with a Wetlands Restoration Plan to be
prepared by a qualified consultant engaged by Defendants and acceptable to the Plaintiffs, and
the Restoration Plan will be approved by the Plaintiffs before implementation begins. Plaintiffs'
approval will not be unreasonably withheld. This Restoration Plan shall partially mitigate for loss
of wetland hydrology in the vicinity of Ditches 9 and 12 (the amount of which is in dispute
between the Parties) affected by the continued presence of Ditches 9 and 12. To the extent that
Defendants' ditch restoration work creates new wetlands as determined by the wetland
delineation in Paragraph III below, such new wetland creation shall be considered part of the
required fifteen acres of on-site restoration.
All plans and applications for approval or permitting of the wetland mitigation work described
above shall be submitted to the respective permitting agencies and to the plaintiffs within 45
days of the entry of this Decree. All work shall be commenced within 60 days of receipt of each
necessary permit or approval and shall be completed within 120 working days of
commencement. The success of the wetland restoration work shall be assessed by the parties in
accordance with the criteria contained in U.S. Army Corps of Engineers (Wilmington District)
Compensatory Hardwood Mitigation Guidelines (12/8/1993).
M. Delineation of Waters of the United States
A full jurisdictional delineation of waters of the United States for the Site must be completed two
years after ditch restoration is completed. If these first two years have an aggregate average of
less than 85% of the normal precipitation for the Site (as determined by rainfall measured at the
Wihington, NC, airport), the delineation must be completed three years after ditch restoration.
The jurisdictional delineation will be performed in accordance with normal U.S. Army Corps of
Engineers procedures, but must be approved by EPA and will become an Appendix to the
consent decree.
IV. Limitations on Transfer and Permitting
During the two or three year period of restoration work, until the delineation described in
paragraph III above is completed and approved, Defendants shall not apply for approvals or
permits to develop the property. Defendants may after notice to the Plaintiffs sell portions of the
property provided any purchaser of any portion of the Site must acknowledge and agree to
comply with the terms of the Consent Decree, and Defendants acknowledge that they remain
fully liable to comply with the terns of the Consent Decree.
V. Conservation Easement
As further mitigation for any wetland loss and for violations of Sections 301 and 402 of the
Clean Water Act, Defendants shall grant to a conservation owner designated by Plaintiffs, which
may be PlaintiffN.C. Coastal Federation, a conservation easement in the areas depicted on the
DRAFT 2-28-04
map which is attached to the Consent Decree as Appendix 4 and which approximates the
following:
(A.) A fifty foot wide strip along the southwestern boundary of the Tract from the
western-most junction of the property with Cypress Branch to the northwest corner of the
property;
(B.) A two hundred foot wide strip along the southwestern boundary from the junction
with the existing paved road northwest to the western most junction of the property with
Cypress Branch, as described in (A);
(C.) An irregularly shaped area substantially including the coastal wetlands identified
adjacent to the South Atlantic Intracoastal Waterway; and
(D) The acres of restored wetlands pursuant to Section II above.
These easement areas cover approximately 141.53 acres.
The terms of the conservation easement shall allow Defendants to construct pedestrian-
only walkways across the area described in ( C ) above for access to docks that may be
constructed along the shoreline adjacent to the Atlantic Intracoastal Waterway and such
reasonable utilities as necessary to provide for the safe use of such walkways and docks.
All such walkways and docks will be subject to any permit requirements of DENR and
the U.S. Army Corps of Engineers. The easement shall not allow a marina. In addition,
all of the conservation easement locations shall allow Defendants to construct minimal
utility crossings that may be necessary to connect utilities to upland areas separated by
the conservation easement and to the adjacent properties. The easement will prohibit the
construction of ditches or other forms of conveyance to discharge of stormwater or other
pollutants across the easement into waters of the United States, except for the stormwater
to be permitted to be discharged as sheet flow into the wetland areas at the termini of
ditches 9 and 12 as stated above. In addition, Defendants may obtain an NPDES permit
to discharge stormwater from the pond north of the James Johnson Road into the existing
ditch that runs into the marshes along the South Atlantic Intracoastal Waterway. The
easement terms will include standard provisions granting to the easement holder the
rights of access to the easement property and rights to enforce the terms of the easement
and Defendants shall pay the easement holder's standard stewardship fee for accepting the
easement.
The easement grant shall be completed and recorded within 60 days of the effective date
of this Decree.
VI. No new discharges across southwestern property boundary.
Defendants agree that neither they nor their successors or assigns will discharge
4
DRAFT 2-28-04
stormwater or other pollutants across the portion of the southwestern property boundary
(currently the James Johnson boundary southwest of James Johnson Road) that is not
being included in a conservation easement under the preceding section. This provision
shall be included in a deed restriction on the tract and shall be enforceable by the
Plaintiffs.
APPENDIX 3
SUPPLEMENTAL ENVIRONMENTAL PROJECT
To further enhance the aquatic environment in the vicinity of the Site and to restore surrounding
waters to their beneficial uses, the Defendants agree to increase the tidal flow and circulation and
to improve water quality in vicinity of Permuda Island by removing the northern-most three
hundred feet of the Permuda Island Causeway, as shown on the attached map. The removal of
the Permuda Island Causeway will be pursuant to the following terms and conditions:
1. Plaintiff North Carolina Coastal Federation (NCCF) consents to be the permmittee for the
causeway removal work. Defendants or their agents will procure the engineering services,
equipment, and contractors to implement the causeway removal plan. The project shall be carried
out at no cost to NCCF and Defendants will reimburse to NCCF its out-of-pocket expenses for
engaging an engineer to review Defendants' plans and permit documents and oversee the project
implementation, and for NCCF staff time reasonably devoted to the permitting and project
oversight responsibilities. NCCF staff time shall reimbursed at the rate of $30.00 dollars per
hour, not to exceed a total of $5,000.00 (exclusive of out-of-pocket expenses and engineering
costs).
2. NCCF and Defendants will enter into a contract for the causeway removal project pursuant to
which NCCF will have no legal or financial responsibility for any violations or damages
resulting from the permitting and implementation of the Permuda Island causeway project.
3. The causeway removal will involve dredging only so far as necessary to remove the causeway
down to the level of the natural-occurring bottom. The depth of dredging shall conform to the
bottom alongside the length of the existing causeway.
4. The Plaintiffs will not oppose Defendants' or their designee's application for a permit to
construct a dock or docks from the portion of the causeway that remains after the removal
described above, provided that;
(a) the final configuration of such docks will result in at least one hundred and fifty feet
of open water that is presently covered by the causeway;
(b) all docks will be constructed so as to permit the flow of water under the docks; and
DRAFT 2-28-04
(c) the use of such docks will be restricted to boats without "heads."
5. The parties will use their best efforts to obtain necessary permits for the causeway removal
project, and will submit permit applications and plans within 45 days of the entry of the Consent
Decree. The project will be commenced within 60 days of the receipt of the necessary permits
and shall be completed within 120 working days after commencement.
6. In the event that the permit is denied, the parties will enter into such negotiations with the
permitting agencies as are appropriate to seek reconsideration and permission for the project to
proceed. In the event that despite the parties' best efforts, the causeway removal project is not
permitted, Defendants will pay for 15 acres of additional wetland restoration to a party to be
agreed upon, at the State of North Carolina's then-applicable non-marsh wetland restoration rate
per acre. This payment will be made within 60 days of permit denial.
6. Should Defendants propose to develop the upland property adjoining the causeway owned by
Mr. Yow and Mr. Miller, and identified by Onslow County Property Identification No.
Plaintiffs agree that Defendants are entitled to pursue lawful and reasonable residential
development of the adjoining upland property. Plaintiffs will not object to the reasonable and
lawful residential development of the adjoining upland property. However, Defendants will
provide Plaintiffs with the opportunity to review all development plans prior to submission of
such plans to state and federal permitting agencies, shall allow Plaintiffs to comment to
Defendants on such plans, and shall allow Plaintiffs to comment to permitting agencies regarding
such plans. Plaintiffs agree that they will not appeal any permits granted for such development.
This provision applies only to Defendants and does not apply to proposals by any successor or
assign of the Defendants to develop the property.
6
SOBS MAID
USGS QUAD MAP
[S' 'ON VNIIOHVO H1HON 'AiNnoo MOISNO
a,'wWOa-"OIsINP Pus) Pus sliaR PMS • •u
;?,w'l ..y,•.,?y•:?I??Hi. ?f fw .. I IPJOO^,J '.t4d?J703040.I?H?? C?6I WOJP Pt I?d? d ?Ir' -?l%OJOOY RJR 'UM04
i
-sad
?Puq pug S4pa Pla elv
o- aungiaOOOO p? •y?s^+as uopaiuasuo? ?S D 'A40tAO3040 tgyrw E96I uwy Pv+.wJa I
+ M=S+=V 1O iwury?gOoG ,s*n o4i Aq Pono u)o sgr? ow ?COMS t Je
'ON VNnouvO HUUON',l1NNOO MOISNO L
I
F?

LW

0 ? ? 7
N
W
h
Li
mm
G
Z
w
ww
i
I
4
z
J
O
Q
U
2
H
Of
O
z
r
z
O
U
O
J
V)
z
a
U-
0
}
w
cr
D
V)
J_
O

c
Y
1 ^.
7
f
h
f
Ir4.
?S .
'??In
S,NN7 C
S? c p
0
U M ? - - N f V :3 ^ " n ri
"Y L ?•..
Q i t
x ri ??-,,?`/?e r+- ',,l1 . .. .\ t , "- ?,, ? T? try . O .III ' i?z •r ..; •
(? r°? i '?4`J'r/Ii:, (, { r-, r r., e;f ?'7' :',.J.1'7'L: V{ ra •> r 'T '?? ^t r t. .
W [l, (!i N ?? ifr/.. r?vi ; ?`/ j r ?`a? . ? //., - JV.'F \ ?? Z . a-f N •f
r `+,.G '?. ,., .: ' ??.` _? li. ad i r x :rII'?- ?1/ 1'.. ,X-, \' ?' t i. `?'
0 t - \ ?r ) ?,R 's • l ( N to , i r' ,I: '{ ..
la_ t 1 v, r t 1 Y ?j,/ !J?' •, ", I f'+r< f W ?,Y2!},1 N'•fr,^•? ?iff•C . /•
?.. p { \;yl r ,?,., r f `\ wr.-? r,.. r .. Y"1 ....5 - R NU :J / v - f S i??.a?„, ".' - ?• - 1+. , w ?i - I L 4.
rQ Q J p ! , •, ?rl ! 1 J J\ ?F i v ti •:?/ / C^?? f u "? t _ ?,) •. r !jr '?7:?va i ,
" - Z U Cf --1-T ??}s??, `\'/(1 J v rrr777 (?t /?.v ri?,?,?a\ ss, µ t-;r .L ?T ta,
Q z Z O' 't T.' -.-w ''`.?-, J4 ?1 I n?,[ p• Y' i ;?'rt, ,i (( { •t (/'1 .'Yt?v? t', .tjl t\ .`? .1 /.. .? f. .-.+. 1 l r?Y
Q O ¢ N1 ~'N 1 'j {y rF;1,}.v, 1 \i` c ?,,f?f? i.k Jr[ SC'j y - '?? tji: .,0 - ` i,?C?"? y< ??-, % ~,i_.C+sry?± f
Q O 7 `, •lr^._,,: -, T I : s_ 1 T ,.. },?' av {" t+ i ?y 1?,`y I ..L 7 Y r{t, JT. ° `i
Q o { 1 tr c. , '' ,r s3.? ??`°{r Si Q 4 bA, ? 4.{! c f t c , k ?,
C Q ! ?- ii>1` v i rn+.l ti? :? ti i , ?ySL ° r?
t.' V -? 1 a %i.?_ I / . f. f S' .-••cd 7'.?°?! ?J}' U.s '.h'St,' -?, 1 • P:\1` r; -
V O J I i. ,)i:;1r ?. %I ?(?? \/ 't ( i .7.. r. .. i.. i':r 1, .,rte a,F„??t i _i
2 v S ??( 1'• ?' ('i? 7 S ?M ,' ?i J .•.\\ i.r Jnr J.. '> i ?1:
[? ?' o + r,t / ./?•, ` 1\. '.v= I t. v / ,-mil }ti!'. •sI ` 1- r• y-. ,
rv '-. 'E ti .- , 1) OtV
4L .-' r>< ?r l ,Y-r+y.t : t<, - ,A? ,.. ` l t_ - ;, ,,, 1 r r- '11 t -I Fr
?., W. ;'C. ! .r/ ?r .1 JJ Y?? .-J. J??-?. ` {{ff If? ?t Da'??...r?• / \ ''41 ?' a ,?. • s
Z ,T' /Lx"t \, ,t, i fi- f•', ?\ : ( i 41 lI?+ - 1 .tt,.t '\ - r i ?.;.? , ''?.-
[,L] Z r> ,? .l f, l ' y ?` f 1"? a} .w. ^ Z -1 ,? i, Fs ,!? J a: - t9. 1 r
W i .- / !rue +t\ ; ^-{ t r r T ? r (C t+ x ( / c ?' `l' ?6
:" T -SJi ?-- 7e t s , .w. '4? nrr r t` W' J' J 'Y 7 +'? ../ ` w't-?ctF t '`? ' Zl
S - ! a: ? ? \ /mar . ..
y I •.--?.,•/ r?aJj M r-r-.'.•-.?!'i r Y.( T4 ?, (;, fV•? { `!'Lc.'tit., r• ?? r_
.f ttiCy? /?o .', ;, ?`.irtj ry' rpt?y'?,.f7ir:tSe eyR i.{v,. ///?, 1
y??j^ ' G/ t i .> .v Ji r, s fr bb' trs' („'r11? +' Jai t j'jj•,yi sl+t L , } I' > \ t i c ..
?s1? T *'? ,f y-raa, - I ?r?'Y J -t?1':(r?Y?yy4l>),jb- .?itri Y1' 1} '? "F ...?•i .._.}.??- .t i w+ r ..
?J -tn - - ?' `t S. :• r r<> 1 N?f- a??.tS»'4y'';J ?Li- s+,. p3',Jr l R ,,t+I ~ r,,. W n SS /
z I ` ._.? /r. _;`?!. .... fi ?ir+ r • la.r1 fe7i< Ir ??N:h'u' 'er ,i.4 ,Tl 3-.• ,'\\*.lG F5 f'j'JJ-rte _?.? ????\'l?, [.t - "' _ >
S_ F! \
>r J? ?,, r? 111
..:,r.1ri tr 4 '?/. f !.-? \.?> / 3 .' J 1. F7 r S^?j{iy2 Z > ?l'? iti?"Sy v,it,??'?5 ?^ a ! ) `r?'L?< \ 1 , - .
_ - ,?' ?i, .. ? r h' f,r ?-2zR ;1.1, i?Z y..jjz • I.— "`9r.S^?} }?iy a1S 1 - c'r I I ?` 1_??, •ar r ?'
Ln c / f ?\ f-. !!? `l?y.;ra)j ?l'Sf lyrf?5?y°/ ty `J~h7e {/^ t 'Y?r r? I ` eftJ 1
I ?.! . r'a ?- \ rt. >wL t7 F kf Y){- s lYi dA r, X ? ! t t-T '4? ' a',.1
r. l .}_,; ^? ?• a K,,•, 1.t1.`.s '???.j t rlitS.`Sj rl, rv 4?3 - >,•,^[t. ?/ >` "_ ?\ k \ , avti _.
ra ,- / 1 ' }. fj l r 7 s{ y + u `z , lfi t ,? r 'Li, 11??? fi kk.t f?'i? J ^I t ?`?` \ \
' ;N ?*{;, Z , 7 r / y I , rq' , r? p1 7 31I ^t 4
.1 -? r_ ?'!•. Vp tf.. r?: tt?? Jy?"? Y`+ -;y - vv-+, _ _ __CWy6- r _ ,, -v ? \
r• ?, +,i~ 4 Y? rr'f` f/ r,rr F i.ft CSFrt f •?t; x 1,'r'.,5r ? Y "? „`Stj.t 1'a/ ••'^ r. -r ,n r. i
): l:. it rc P v ?1, i. !., u ..f.'y R y ' Sj'?h C+ Y i h {" 4 r. K C !, f! - l t ;y
r f ?? a r ',? t s^: Ii.,t Ir,. + ?i> \y•i Wy '' {':. fSis '+?i'rr' ?? J t 7v t' :f y I ;. ,Ff iJ4 T
.1; l r + 4 t, } it .,f7:Y, py. ,?,r? t Xi•? tt? ,J'` - -.•!, G •r ? i ' t, Yc r -
r \a ?lF \ WR (I t? 17 y} 'tY?S? , -. - r, "rr.P 1° ^` ??"4 Yl t )' f Sx1`s ?Y \? ???5.` ! /
(?- r • •-??? 1' rr, v??,hirXs \V Y.>,eC,r+,?,i k?f?lyr. < y"'•//.tt..l?Yk,?i 1 s..,iry j s -"'•.` r tv lip", < - ia( r. `\ _ \ ` T5 \•.
?' N \ 1 , .J ` ,. ;("I ?)T s ... ^' r' ?? ',. c tti w:r'Y•'•?. ,17 E+l s \} - °q J'-' 1 c., - /
a
`! i? f J+, r .:I l ,'lr s C rr? y3 t t v ° t raw /
ee.. _,P' l:4r , y Y'1 1 sjtr. , !, (? !rj,?,. J L Sn a'J
.. `t !? ?.,,, }? . ,. ! yf l !. r/ I j of CJ (, r ''' J t + ? { 1 r L --. 1 ?
,I ,!;`J ,'''' F , 1, R„o f 1f-r :r., i? „Z''', +- < ,/ 1,+\-
-. j ? i . ,' ?: 4 r ? \' 2 r " r? T uy* - "p. ?? J ?` , ? i i? ? i i? ?'r,J , ?., ,; / • / /
i r _.ti ?`. Ih;;a „ V .r+' .. '?? -^' y t f R/., `` l -;... -....4 ', ri 1-! ?, i ,+r 1t ,?- /_ \ - !-?/
\ ?.!'v-a w , a .. f!-' ` -' , . '" e y?r-- ,.,;-....:,\ - ' ?1 £e •r•(?'? w'? ?y? .: ?? tY-•r• `.w.• w ?? _ ,? I ?•. XC,?i'' ?. i •• ?....J `(?r
t?: ;1, t: , 1 \ t o z t t y ) r? ?. S1. :'•. J C Y' i? X v ,o• r :. A
n ^ t tom( 1 r 4t ;L > ?'•? S3 {• ,\ f? M ??/'?., f ?i? fia> ?' N.y\s't- ^-i?.M ?'rt. V
1 1 1¢ t t r 7 I :{. j• s ?., r(+f.. ?i '? l i 1'l X,....Y / .:
',?`< , S? S -? Y (1' •? j't'-'' t ?., 'i ' r?f -, s t > ?.?\'`?C ,.•. 1 *'t C",?- .
dt / .Q f v fi? tic F j: 1+
?t,1%K-?i { 1 F .,.. '4 1 7?Y Fr`? C ?'.?i, .. \ i.-?'? .i F?C.S.~ ?(tc t\\ { •? ?\ ?`- 'r} / _'1
/.. "t. ` ? \v?••' \J+'' ? `'•? r / ^ (tf r?r? ! ,, :3. ,r - .....,s; \?` ??- 1? "41'ar - ' - r
r.r< brY"vL? \ v? °7."r;; 1 Tsx'r. ;G{; +t\." a t? rf?^ '•"'^?+aY .F ?71 i`J "r?r?L'aa, ?°?i;i t..
ry}t.'? ::J- -, a rizir ( Yr rq `?: L t ``1... '.C?•Y' d .}. c-1'- i 1 ?f --cry,. z -?. +u
(rI ?= lS L f!•, r, Y ,.+. ? r:: a .r+ v •s. Y/- , '. Z .^- i:. ,,.,•? r -. { -`
s. r •, n ?c ?t1 ?T r c yY r? S? {1lL v <`.. W t k,r• <
(\! ftl+t l`. \? ?r xf/ r,r" ,t t-,;rr k't,Jyayr iL (1i '. :t'J_JU??•?y )' /'??.4` tit r?l{? rf:_VZ??i "•(1 y
frI ` 1';, C...rrr ?•?-a ``'h 11 ads t Kttr. rs. . . [ ?r{.??1. Ir r _ .' Y' ar IP .'a? r, - .,?. ..- _" I't
vt'!„/r?+.?? r k? , ? ,, . 1 .' (', { yr i' -. t_ t ..
?`\ y O :`4 •.' tr,' r S"'y^i„ a'?i ?'t_,ti, ^•'tl lt"Wi a iC, •h:a /Ij!'1•,:.,1 . t ?K.; r n?Y ',. t \ ( ' ` ('' ` r r . .
<.y,+lr '`r \2\11L •? : r Yr' tir sal'ti + t ..vn- L'' .r?? J 'r SX' I 3 a?rt",?'t.?C//.' i! i'. t J} 1 :_ ? ':. 1?_ - .
•< 1, :•i f. y r r _ 1 - t / rl 1 rte. r Y
ii/ < t'!i. ! \ v, !stirJ ar : 1 i ?. '.. I fd u. ar f.., ` ?5 !i 9 ??-, .. "i :. ti .
L - ,t?'!??C/'?7 ?( 4,, 4 ?? - s/.:?r ?'tw r?, r ?''-''? .lllii ,j(.., `J ,.. .}
!?r ?. '- l` r ,?F/"..f,}. r `T1 ?w'j'• T ,a. r" j ,x 2 [iG )`4 r t rf? u r_?.1 '> b1 i 2 r•.l.s /r?lF -t r ti . - 4 .
!".; A' w .I t.,Irr;+1 '1' r_--.?• 1 T„?•: ?? <s?• V ref ?,1}? ? -`..'?,/ ?.1. rs'--- ` ',..
,:- 1 ?!l't' '1X. f _ , J .' ? w/ ' ?Y I a r: tX:i L %1 v'' ?;;-'S . ., / ? ;
f {uP fIII r,: a p t• f r L. : v? -. ;;i., i
'['? - Fri ?m r? ,4 +?d . ; '? l??.f r _ ) i , t t : '{. yI t .
r ' r ?• .1 J I/ >S f tl'1 ,y S' ?J fl r 'S+j :;.t I? k' ? rt. y ;. 5 .,••
{ 1?. j i > /-'.: ?'.? r"' `.J?v..\.;!',,• f : i,•.,/ r •'i;?, 1-? r.? \.,? '}??f ?_ ?,l r r.
"? ?` ?? 1 ?` 7? t s is C`/t st . 1 r, r i j /?r / ` ..
rJ._.., : \ •.%,i' ?? ,.? r ?" J ..` ? 44yyrr i?,y,Z f'+ N• mot- • ?. `' ;..j r- t, VY .1 , t? I \is _. ??<(!i •! ? _
/' c• ??. r i! -" r a f l -/1f r?? _ •r.i , 1 JI•) r \ .'"x?/I? ?L r - ''. . ,i.
z Y .y ' r fiC ? su ?J^ !?? f ufi rJ ??? ?
/ :; . ,. " -
. ' t Jw •--
r 0 ' L'!';-z . ..( i ?5 t `7"` { •? ?>? w 1 p r ,. e?- 1 , t( y \:
* t •\ i • it J v f+i+ r r is f y F . 7
: • : • • ,,. , ?` 1' , t°a /.. i 1:.-f. .'.t1ar: f rq?' .. .. t. ' /,?. / - r . r T ;
• t. t j - /•/r'`pY(t L r?\?}?.,??,.• ?a:•.'. ?\ r ?G ?±?: I 7n ;y
_. •a bl j , .• lK`:• r !. ri ! 1 'i s .h.:X ,*1 1 • Ill• `.?`-,.?.a.'y ? i r73:) •' ..'
ti ?i +.' r .t''p? \ • t11 .v,, ?? r `? , t [ :. Jn I.?. { L1r,? t .'r/p? ?'?.'p ?,r ft t ?S'Y'tS..,.. I T '... ? t •` • ?'1 - ,I !
vf• 'J+~,f ., J `t'? ',/? K\a'r. i/?'}'?, ?_ r?+;1.> .., '..(. ?j-•'_ LK -?'\ '.. \? n ?,i ` !:p i' - ',,:1
-1Jr?''.{?i V i a ?':);t l\S.. /. ``"` ?Jl?l?j?,y, -: -. ..Irk ,'.ll ` v-?. ,y (W,?? v)i.
' . r,? I i * 2•' t f } v/I f,/^l L5:" . 1)t,l: I,. 1:?( `t i Y=t `v j,l'-.. rr?* t?'"i-?.. ??ll? !?. ''ri "1L'?.'1?. R1T•'.. ?., r / y :,, 'ry.
?0' • rot ?//I'S• ..J ( `? X YYY G {t (?
g l yr? i( ?i x r'? \it i; i vr/ / /~ lj ?1ttY ;?7 it rnc5 r r
h r -,1 -!1 ?. ?n? e`' r %. l,• :e ,.-,:, ,,X _ ?• rr • I ft`+\ i }r r T e— I f'.,'? _ ,,', •t.*
N - fJ?e >` '? 4 t'ir,,. Y y!:: i ?.r a...+ 'i1.? a ' ; . ; r„• t!%._. r.e--•' . ?. t 1 1, . ? _ y.
iD i 1 •lY ,.eir 4. , r y l'.41$ • ,." -? ?,r??}y??,.?.??.! tv,7. y T - r ?;.:: ••r1 1, ? r. ,y.< '' 1 'a... A lil..` . s.. .
Z?.I R.. ?_? ' • \{- _ !`•" .?'i+i:.>r 1^e -?I. r?•?,C .(...,.???.'? r. 1'`t'? _.1•' yr. t ,.
y v rr / r` \ F I t . " L. - (" .; , a r vk y {/ ?[ tr , iF 1 if/ I r 1 J r?T
/; ?? . i^'f \ fix.,, ( d. /P' irf 1 1 - t.` , ) ••? }
s t- r. ti '1 ? _y'.? + {max _} e'r.i , ,,'`>rl,'`?.. >'t> i{.l.e-•1?- t -, l •i T' .
FIT ?,:. .? ^'?? , .,!` 1 - ! ?.} r'{.rent L!'.:(3 n *' 'i'1l? ^it '1}Jj 1 t. \ _ ` t r !' ,K , •» (1 a i
W i?: i T..: 'I/?? '.? a j?Y z. ?fJ+j ,? r` : l.kl' v.{.V. t7? x I? ?'1 r?rf?t? C _wiG`t at t r f.
?, fi ',?.. S } AS ', t,?,P\. `.te n, ! ''W n j. ?Y' y ! { , 1 ! IJf 17 - y JLF. °!' d. S.,'}, t 2 w ?.::,-.-
a : •". t is ' . 1.. ,.e. ,+,y{b ?5, 1.,; q a•t ?l?! _ - - w '?`yl .F` -` , .. 4.i yr??,?T'I.p'? a. \ it S,, C'?•:? .F _?:i t ?, Y% ?"
J J, '? y '\ ` tY. _tV _. - !. y...?;.. -14? ' > :i', - v r . f'•' ', `3 ° r1 i,c 1 '` ".i nt ( ?': r,J?:..
Q :'r < v. f .Cj ? " t 'J1 .:S`• O??-.-_ /,,• 'rl .,t r '.j) r tl, .. t ,-'I? ..{T ' • /• ,i t a -i 5? 4- 7+ •' ?,v.
w ?v? ?. 1- ,x tr )f fir, wj \? ?:? 1 nJ 7 ?r?: ,/ +t<<:
,/ .Ilt i'i rr rJ 1. .,%, ri W.? '''•It'. }? v, jt "h_. `,Y yet 1i vS, t fit- i,- ,
'? <•cs`\+:.ry t4 Y .. n... •f ^'r'Y?: i{..4 j ,?4/1,+ r .r ??r?•.-f??,.. t, -?rt4 'rt" t I 1 r. ' ? S•? ?:f? 4ty?'r•3
/,v c Y: /l r / :` s??. l • 1 :?kS?'s ?f3 G r .v(? ai I f ,v
. r!?%? .Js J'Z S"--,.,"y! / \.y :4? .\ ? # Sf : ,?? :{ +"Y fl??? l ??' r ?f'S. + f? C,ft i 1?'ly`7b J s ,t ?.r: f';N ? i3. ?i? •r
7j r \ +§ .\ O. _ y: t. _ ,f - .:r.7+ 'Yr+PrZ` 1-'ir ():. - J 9\ i ?, i 1 . .
t°a -T Y h N 1 r r. ,.. j? h`/._?" i"'=. Y,: asc '?', ` v •rrT _ "' •"y" f r?. k?' Y v' Y. j "1 '-
i 3.1r ' ;i.a\ .???iaSJ-?y:.i-'?,? ';??'M J t.?: - M ,?. ,., '?'_?i'-r ?"'? r?? ?' a -4.'•t t., i.l''r y } .y:,,
1: r' ??1 - 'IS _?. '?•% S ", V ? -•' .? ;tea -E"+_ _ ,r ± x 4•. 4 .i' 'f ?I
t PtKt'.?> ti" ?y - J. l/ }? ,?,,&._ 1?ytr; e, rI`, ` i?r. , . ) - - h ! ?y r t? ? ?? • .. 'Ci ,. - - _T f t ry s'.
MI'• ak?.? •?. ,.mil) n.t 1' ..'i ..'t J '+•?x??ll :?. fya.? /rx ?hI n'`- ?,r 4f''' ??ti -'71.: f r L,(? ?j.l. ?•{pl i tit r. 4' •? L.•' .-\ ?'1
1..4 •t?S k•, •r 1JtT' .` \ aF(..c ..?'?,l '?a,:; ',•ti U'•- `,ter IE ':'kY Z"'.hi r:';7? 4x?tt+t?fi h (.• .,;A y-R "? F•'1 ?_- r •s,
.{ l._t ,j'? •{ t, f .;J., _ ), r 3 'n I P .r, r ) 4-. :fir., a>.rh ql' .,•.•••?, ?. ,:+ r'
•\? { tv+'.? r?7r='.c. / . N. ;4 . / i' ??"L?, 1 /"([' l:'`_.M" 6t_ 3411.' >, ll ?J :' t,,'f `r , `'..S i . (I i S -
;'T r 'Y.!? er ,p '\ ".4 4 3 i r:. J'!G•` Ir r.;• +?.t r-.. '? ^I`+ `? st-f .?.?.? Y
L ,,> i! FS r 9, G.. ti l ??`/ ,? ?? '? t { xJ ? y. T?.? .0 „?j• ' t r rq :?:,L ?y I .?o\ < .4 . "I
r;J .. ??: t , •::i!•+ i il;/r?,,?,nr.. \, s7 _ f ,{-t'. y . r4. Zpa?' ` r,!Z, ;Alar ?L -. _ K ?. ?7)_ f f
' r y` ;7. , f ,t`•' _'a- ^'--r rgLi ?.b ^!. L, ;{r'lY .x a>b ?'4', i^?y (lI.J,' '1 .tea X?. f 1 s...: ?.' i ?,
• 3.s. i j r :. ^ •.r 1 ? 5 jY7.F.i?L,.r?'. G ` \ ,1."",'y (`?,-- ?` C?•.Il ?: i. 1?'y? i may,; 1.
VJ - , 4:' L , i r^\ b
y`?,. ?- C' ,?;, In t i .S. >. v ./s,' ?1..C? P: o.?.X?. SN w?I's 1`''r'4
i' _ • ?' I,Lry is '\ •'7hf1, "?..: fi t r w ? _ .,t h s s y : ^,.
.? < , , J Y f .y a. Sk C ?4_ ?', r-. S !*,l . o. 1.: <• lA4Z? ,4,'W-? V.' - ( i'
.? ! ,Y e 11? J, lr?i fi„ i k:"_? ? :;?, i,,Rr _. ?1. t •il. % :. fr:5•j r u.
..f:?:• r ?'•?? ',s! `?. J./.. ,? ).c.i L}t:'t., t .?. :d w - . r `?' ,•1 rM, .f•. ?hy?. . ,r?i 1 ;.'r„rK't•+?i :?< •„ -.
:??e/rM ,I _ / ar:t. ° r 'l,.t .1 J^-? t, J' ?'." .?1-.'T'..'f` S" 1. 6`v/i.,'. ./•„` 2wT'? (.a T` , ! ? Z- ?','?b y ? ' +?:.'.
`>5 • -•?•?. /??..??(?,?r)? FA i +,"r 't?..J..r fit! .l /.r? ?"? U!?'•..r"? ...../ f t'J,r? , `• ' ?:i '? 1 ,..f '1''=
?`? ?k?`^'X. - >?e+ly :i r , . t :. Y'Tr '.? ¢ It ! `fit i v?`' \. •'zi `\ ; J ,
M :.? ?e? fir:-.. _ .i f?,,.??r`.? ,`.?'rj,ltAt'4u.n'.."i.' _I .,:s; }. C" "t'- _ sti??.;?.(%/ .?ktijU ". rr I I ?. r (" ;,:- ..
n? j''( Ml ?' / OJT -) , iY ![ 4- t: f . ?t - ? r? .,s.cl..,. 1? r M1 .? / ') 1? `.:sr.. -, K r - t) r:
} a
r `? ?,.1;• ?'`•fYt ?./ r '' 'J ]'r) i tt r•F'f'F a- -.4;. Yf,E ?, "1,' .?y %?,(••,.'.? t t _ Ir _
.TY . -':;{:,. A ?(a .r?-`rjO Y ,' IY R.I? `? Ff`dC,!~si Z l.i, r `,'??' •Y `,%4><,?` \"'\ f `L? t.. .l C. i?I -t, ?'* '
i Y.> r ,SF f ,r+:??" t 'Fr-"( :t .v il. ..," .{ ,\.
+!: T „4. . F r h r,..• r . l.t' !?Jr 5vS' } 1.i'i".)??t?t":'FM. !i t?3L+'t t?w-y' t'• .?.':' \'i /?. •:. 11. .,,. .h Y•;;? y l ;. i ,\.
i t ..,o. .r? h `7 1.-.{c .,.?r `'1. ?1,,.t r? ?'.'.• ,y f> s-C ?- ?3• ?'' \Fx r -r "_
:;fi r v 'j ' s-q { > • Y,'•. , 1t Y, 1y t. v f ) ' A: l - r r i > s! _ i f {-.y
`., SD yf. J• ?ix .RyrC ?r1F T e7-f .L>.C '.? / i> ?' r
! !. {•..L J .. ?iV.? ir,. y't. ?µ",j.?: /,J+w*?*i ;f; r.yra i`•?+j. '1rf •Si./. i 1.t1' y` .rt ,f..i ... ,`' •. f•^?- .,,t F .t rla ,dJ 'M F{' t..... til i.tti+ nir-
i-;, : •(' . N 'i.I.7 ,il. iy-J,!hiC't ' .,f`i h' :yf ?.19 J. Y '2 / (/ Y 6? f ?. ?:? f.:• '? :r ' ,>.•Y. ?f. tL ..• : S
'1... - •`.._ .. 1,. Y.r•?1.. tX1'X? 'p7L, }'F,.t :?7i'T. ..`,i'v1r,?/. J.1 ^'"`°•. '7 rrti•+_ Z,.. ,.v":. -t j ! N •y !. a 7,"
'C" ti'•? v 1 t! ?.tk , .?pG'f` 4:,.'S? v . / a a t!_ ?'-f,?t f ?' •r t! " I
..iy ,.?•x J. • u ?- ? Y r?t • 1• ?{?3?,. ! .i J.. %? ,. \ ?.. .J ?.i l;r r ?l J ) ?I (/ 1
v l1 r ?.IS "-i?->. f,.r)?t,}rr.. ,,- -. ! '? .-t ?a ,. St.' ? _?? ac l::'11.SK' - .??/ k -.,' .r r. ( t•':
r .-1 Z '1 !.' N r 4y 4'? +„ '{ i•,` r'r t - T.? t > I , : it .i .V'q'i. ': ?It w 'r ti y
?+ °' `'.?.`'M r c , ,r... Pr \ !? f tai '`'d Yy ' -S.r"` t.', Jr w? /yi ?y. i.. r > ? ,., . Y f
to is - ^ .t,.C, t'), , is i tJY t. "^-r, 1
i __:-) - ?.«--+r• - 'Sf ,N K'r.? -il,t" yam} .: l.+wT(?T, ? . vt -.?,.. } i I . f:.r [ ;. • J I = iR . \n • ?4 i i-.ti e
awn l , 1 `ten /' T / `' . ' + ! n - - ; - ?, r • i -b' ,T, r . t r x y ': .
.3\ / 'L) ,..1 X,o tA'>rKl! ! f: `i I? '?rY ,Lt ' r it t -?, '? ! '. .y/ r f.: • ia_ 1' C?? ! ?. t, y ?i_ ry a, { ,
'e. - "'"'.;` / :: ` ?'I'r+ ,-i'• } _+? . Y ?''"TC r ? r +:1 •?- •? t •ti?.. '.4r:.{f11 - ,.r.L, '. f $ t, r . v -f t ti -
M. <,i'1 '. !. ^F }fl li.?, `.? :?? 'cY I yvr L•'^C^? ??c?j- L`?,`,. ?' M? r 'F!',('?' 4 J.. <t ,? Y 1. ,,i ?`. ,w.f..t,t t r..t r,'
%. •SD ` Cf',f!' .r ?? Sll'?t(Q:f Ii,TI !;,, i{ f.? t f r -t• j r?..r • ((?,? \r'1' Y•.(•1-, . AL+li . 1` JI` 'ft' ??%- r -? 4.ws 1 1 J °..I.
' :?\,° ? 4. Y i '• t Z?. ?e T 1 .xr wrj rr....?.la* I.; L'`vn v.•?ff?.r >;r? d. i ?'.?- - 1 tom; . 4, ' :?l:?o t -?,: I.•- ? .t-:: ?/.,-i?•'.+"i
r
• •. 1. ` . s.,. , 1 4r i y.a. „i ?trA•!' T'1' .•;J { t.. ?'f.r. r} '?? ??,#^ C•,t / ._ C - h. I ,. ?.?a S "fy -
,i;• ,'?•• e 1 ti, 1• w,r 1 , 1 •[[?? .? s t . i ( 1) )? --t4cG? r X iSv- ,. ?\ M1
`l A 1 i> •..? n: .? 's. i i,1NZ ^r5r *-t4r ?,?,." 1 .7'+
..I / f Sl,,'f t ,i _•i?1L ` -1 {t /F ?! ? ? r • I '' rr ?•ati.;. -c< w' G?'L. .r"I• > _ .
.:' . 1 , i,-,t L r4 YV"I' -{ J r>r,,,,i. ? y %} ^ 0. f . - 1a --- , r j Y-' , t ` .
r-?E ii
.C.:?' :} :17 r
~ ~ r
~~MP CD~~o~G~551~U~~0~Z-SOJ3 Go`,~MC~l~-L~b`_Ob~.~I
i i O O~
~ ~ ~ m F ~ \ mW ~
z t- Z o w ~ © c} t~ 1` r N ~ ~ \J N ~ ~
~ o o~ q ~ ~ C WU' ~~\0\wQ o mr \ c} p CC D ~ ~ ; ~ 1
p i Z u. W~ W Q p p w s Y~ Y p Y ~ \ ~ p U . z ~y i O LI. } ~
Q J O J q W U m J W t~ Z W WW ~ ~0 Q W q W U O ZO p~N W c~ ~ o II j H W
p,b w ? tYU Q Q~L ~ ~ W W Q ~pQJ WtLamEL 1~} o .a OuQ., C7 C7W 2 Q~ ~ ~ ~ a1 JQN •Z p~OpU ~ ~ ~ z =W d~ N ~ Z ~ Z ~ I ~ ~ ^
~ ~ W T~ zU ?4 ~w a ~ w ~ ~ a~-~o >o=w W r ( . 0 Y/ ~;il;'ja~d~f ~ a ~ V d
~ ~ °a ~ q ~J tiZ F'W ~rn LLT Q q W W ~ ~ ~Z O~F'~m m ~ ¢ q ~Q ~U Wn ~h ~ ~ m m (7 W~~W~ 2'LL~SQ' o w i. ~ J w w z W
~ Z Z kZ To Z~ V ~ Q pU p Lt sa Q Q Q~ k w ~ q W O 0 q 0 p} ~Wppw ~ ~ Z ~ ~ w m w
0 0~ w kQ ~Z ww°' w U v, v, o O ,Z~> -,~Wd >z w - p old ~ ~ a~ U d JO wU z ~ ~ S ~ azcno J
Z .,y ~ o~ w,~ T~~ q~ U~ ~ ~ W w ~ ~m ~~~ao ~ o< ~ r ~ w w ~ T T zJ~ J ~ N q U~ U?m ~ti ~0 q U O ~ pOJN -wWZJ ti_ 1- Z W O ~ ~ m z Z Z W - - J Q
~ ~ o 0
~d ~ QQ 4Z q~n ZQ qW T q q J F-mC7=- ILWph-Z u~ ,:l~ "U~ pZWQ U' ~IJJJQd C. Ul w W O~ C~ M -I i Z ~ d O ~ 41 ~ - - /c~ H W
`1 m ~W-J -W(~ - ~ Wp~C9(A zWWZW ~ cc ~ a mzosa ~ ~ _ _ ~ ~ F' m OD - v ~ m v ~ LL D w Y\ ~ 8m~~ ~ ~ ~ ~ Z ~0
~ Wj-Z~ ~Q~~Q 0 J ~ a, 3 ~ ~ Z z _ Z c c ~ IY Z z l
Q ~ d xUppU ps ~ O~~Qp WOzpO ~ d\ O J .-m~u.3 Y Y a a J v
~s ~ ~ Z cn W ~ cn I -}0>> Or~~d~ ~ C Uw U a. criviod J U ~Q
e Z \~w ~ a2~C7 Qt~JQ(~ 4 1 i aaW ~UZ F Z ~ 0 - & d o W o~ o ~ = Q a
O LJ i QQ>~ Oxsz °tl- C a ° - - ~~Z- OW> o c~ d ~ o
'4 ~ I p~ W J~> J W ~ a iv Q A ~ ~ I W~Np FQWV~WW ~ ~ fA0 Z U= o=z d w > W Z Z y p
~ ~~~oA~~ i p U tL U - o ~ I i ~ mOZOY -~I-t1~~F-U 3 U U ~ N dv~wa
a J ~ 1 ~ ~ rd.J~~UN~?MrL W U m d W~ aw=a ~ ~ ~ U d
t
t

I ( ~
! N i
F 1 G
If1 ~I
~ g
F- I ~ \ ~ i
ac ~ P ~
I ~ J 0
A v 0
5, ~ Q ~ \
~ ~ ~ G~ ~
W ~ ~
A ,0 <t-
Q
- Z ~ }
a l \ H I o \ \ ~J> \ \ h
l +n ~ / / z = / / T
\ \ ~~o \ \ \ Q d X H \
W A., W / / N ~ d ~ NW
o \ G,Jn \ J ~ WN~I P J Q
o i. ~ X22 ~ /i CJ 1
U o~"' \ ~ N HI \ ~ m OL H K~.N ^ ? d A v H Z
\ \ Q o ~ _ .
u f- ~ \ \ \ ? 1- 3 ~ ~ ~
- ~ ~ ~ ~ I ~ w - \ \ ti U I- ~ ~ li N i l
v ~ ~ / / v J v, ~ . o ~ ~ ~ ~ ~ ~
\ \ ~ H \ \ I W ~ zoo n ~ ~ ~ ~ > ~ O ~ i J ~ y
/ / / - / / / ~ U ~ 0. g Q / / r ? /S- 0
\ 4 \ ? 4 wOcn ~ ~ ~ ~ > ~ 9'
to 1.,~ ~ ~ Z Q ~ ec y _Q ~ ~ '~/S- i--~_,
a - x~ ~ ~ d is ~ 4 ~ ti~ d' d o
a ~ x Q s a ~ ~ ~ ~ 1 s
~ tiv ~ f J ~ I t 2 d
a ! ! ~~f ~ I r~ N i ! o ~ ~ ~ J
r a ~~o t '3 J ! U ~qPa i / `ti ~ r
~ Vi W h = r ~ r.,\M Y ~ I. I ~~U f ~ ~
v a ~ 1 A ~ I? / o
aaa ' _ t ~ ~ ~ ~ W a ~ ~ l w ~ w / ~ s a I t ~ ~ ~ Wow ~ s
~ ? ~ C Z a , t, a.
~ ~ W ~ ? as ! / ~ f_ ~ ~ voa I % ~ r ~ H X J Z R - ~ ~ ~ ~ ~ i ~
r J ~ ~ WWa
~r
? ~ ~ ? > , / Q ~ ~ W Z I ; q
r ~ ~
~ r ~ E? W i U ~ ~ h- ~ 0 ~ ~ ~
L~ n
w fl ~ 4 w M ~ p - o ~ ~ ~ ~ V 4
1 ti 1 ~ `
~ I ~ W k ~2 i ~1 ~
x~ Q r ~ t
xE WA 4 ~ J t
x ~ ,I \ i ~ ~ r ~ ~ ~ ~
. N a a , ~ ~ g ii i
r a ''a >C 0 Q
W oP ro ~ a G~ ~ / x ° i ~ ,
Na z~ ~ 0 ii . , I Q~
y u 1~ ~ ~
X H 1 O ` WQ 1 V ` ' O ! ~ J , ~
4 ~ W
W ~ ^~4. W W ~l L. Q a , . o ~ ~ h, ~ Y a r. ,
U ~ Q ~ W Z -.r ~ I, I~ ~ ~ ~ t57 U U .l ~ 111
OQF' ~ JJ Q it
W Z W N ~ J ~ ~ ~ ~ ~ ~ Z o ~ ~ , I x ~ ~ ~
W~ q UU U t- ~ ~ . U U U w `c`,, '
~Z~ Q ~ ~ ~
~ Q Q ~ W I Q~
4 m ~Qy Z T V Q ~ ~ ~ i ~ a
Z i- ~ < 4 ~ ~ ~ P l~ 0
0 0 ) o _ r~ ~ Q ~ ~ 5 ~ 1 ~ ~
~ ti~ ~ ~ o ~ G IT ~ 0
0 I ?f ~.rl! 1 ~ ~ ~ 4f N 0 o ~ ~ ~ e 1 ~
U _ z ~ s ~ ~ (G ~ y ~ a
Z ~ W ~ o
\ Q'
~ti. ~ 1
r./ , r ! yet . , ~ ~ t~
W a yet ~ Q
4 ~ i W ~ ~ ' it U ~ ~
W ~ W U U ~ 1 z ~ ti z ~ Q w
r q
.r~ a g ~ p N ~ a a M .0
z o ~ Q ^ X~ w ~ II W n.
~ ~ ~ t ~ ~ y~ ~ ~ Q
1 J 1 r , J y 1 V Q C z q ? 0 a ~ a N[>_Q M ~ ~ J ^ ~ ~ ~ ~ W
G / 0 2 f ~ fl ZW wog ~ U ~ _Q~ ~ Q
~ U w 0 a ? rn ~ ~ 4 , 0 U w ~Q~W ~ ~ Z
. ~ O tr 1..~ i W 0 Z j ~ ~ cn t0 Q ~ ~ W t -~c~- z x a ~ Q o0?Y 1 3 ~ 1 0
3 „`J O Q ~ Z O W z F- i t
O ~ 2 ~-I- ~ QtiQ ~ ~ ~ t Z I- r a a ~ w < 5 U , + z ~ ~ Q l ~'Qwca ~ i Q 5
Abp 1 ZQ 7C~Za ~ q Z ! ? W ~ p~_Y q N N [n a ~ ~ Q ~ ll.! t tY z ~ ~ ,
5 ~
f- ~ ~ ~ azk~ 5 ~ i ~ ~ 9r ~ g4Wcn a g 1 a i ~ ` ~ c a Z
r t,
g ~ ~ o V
o ~ O ~ f`
0 ~ P O ~ 'w o a ~ W 0
~ ~ q o O~ Y z ~
o , n J ~ ~ ~ - - a CS' 0 ~ ~ r W Z a ~ 0' / p ~ ~
W s fl L O
\S ~ ~ J m 'a I- w~#~. , ~ ~ z _ Q ~ 0 1 ~ ~ ~ a ~ p N
J ) /a z _ ~ _ , ~
p q ~ ~ ~ p ~ to z \ ~ ~i'
® a , /
U q W ~ ~ W ~ ~ . o. w f fI
fit. ~ 'y , Q Z 5 c~ ~ ~
Z Z ~ i ~4 ~ w ~ J J ~ ~ ~ ® t7 ?j 1 ~
0 ~ ~ ~ Q ~ w , J ~ ~ ~ > w W
d p ~ \ pU ~ ~ ~ ~ W l1J ~ \ ~ W~ ~ , q ~ U 0 U 2 d? ~ ~
Q ~ ~ ~ JJ q ~ ~ z 0 2 z U~ W O ~ ! ~ 0~ ~ n, z ? 5 U~ Q Q z i U q .0 ~ ~ J W GN ~N
~ C7 U ~ J q 0~ W Z T ~ a J~ , Q
~ ~ ~ W U1 o° t ~ Cj U k F- 0 ~ Vii- U I
~ \ ~ a ~ y ._J W p m II Q W ~ ~ _ w ~ III: m I ~ I_
ti - z I 1.• ~~v ~ ~ o W ~ ~ -111: a I ~ I ~ ~ Ir
a ~ ~ U _IIl 1
a ~ ~ ~ ~ N ~ ~ > > ~ / Q ~ ~ \ ~ ~ Z 1. i~~ G
i ~ v, . . ~ Z Z W ~ ~ ~ -i - ~ N
o ~ 1 ~ / - Q OC W 1`~ III 1 -
d d. 0 ,N Z 3 f`' =1 11= ~ ` I I 1I 1=1 U - I i- Z ~ ~ -1I 1= -I I i-
s ~ , ~ ~ r a FJ t ~ I~ U P III-1 W II 0
e ~ - ~ I ~ ~ ~ ~ ~ ~ O p h...,~J, ~ ~ a r ~ W `4~ -111- ~ - II1=~ IIL ~
z / r rn mJ~ v ~o _ =III= ~ -III- U ~ J Jl t=1 _I l r W J
~ 1 ~ W i UhW ~ ~Ik Ul -i Q ~ ~ I ~I Z I I- ~ ~
~ ~ l 0 f r~( _ q ~ W ~ ~ III= ~ -
W ~ ~ ~ ~ ~ > - ~ W ~ ~ 0 ~ ~ I H ~ ~ ~ o q 1= W
~ ~w P I I_ U ~ ~ z I ~I I- Z
' ,O~ w \ 4. J ~ ~ ~ ,t~- m ~ ~~i ~R o IIII= --1 ~ o 0 I H I I ~ i ~ ~ III_ -Ik W
~ ~ wo'rt^ P~ ~ Z II-1 ~
Q j ~ ~ 0 ~ aW III: -ill L,` o~ zQ I~ 71~ r
~ ~ III _II-11I~ Q~ o~ I I-, -1 ~I 11- ~ ti
a o ~ ~ ~ r~ ~o II I~IIr m ~,o
~ ~ a~~ ~ 1= I C I-1 I I- ~ ~d env ,Q - ~ iY K~
~ ~ ~ ~ ~ BOUND 0 n. y l ~ 0J~„r 5N W~ 1~1=1 F ~W U~ I-I I I I-1 I~ ~ ~ W
o v ~ PR ~ ~ _ _ W ~ ~ ~ ~ - ~ 7 AC ~a III= ill- ~ ' °W ~ Jd b h a~ ~ ~I II I W
4 2 O r ` _ REA ~a a N III. I{i ~ ~ z ~J I~ I~
~ ~ ~ _ NA ~ TIO w a ~ r,~ ~ ~ RVA ~o ~ ~ ~Z III ~ ~ W o~ III I
\ ~ ~ NSE ~ ~ CO ? ~ ~ , ~ QO iS ~ ~ UWI~ ~ J
i ~ ~ ,
~ W 0
i ~ i Z
r ~ _ l'i a> ~ W W Q Z
r; ~ ~ U 0 0 d O ~ x N
~ ~ / ~ ~ W w ~ ~ tL
4 1 ~ d R ~ ~ Z a < m
' ,j' ~ ~ 0 ~
~ f ~ ~ J T 4~ U QU ~ ~
~ ~ ~ a Y z ~ ~
fl / ZW ~ ~ W J 0 0
a ~ y ` / a~ ~ is y Z - i ; 0 Q d° ~o
y,. I- ~ :I:I. Z wo 00 1:1:1: E ~ ~ v'- ¢
~ ~ ~ ~ ~4 ~ ~ :1:1:1.1. ~ s W W
2 z 7 / W ~ ~ O O ~ W t.l.l.l,l. zN wN \ cn
~ ~ ~ o U ~ :1:1:1.1.1. ~j/ Q 1:1;1:1:1:
v~ jl W~ ~ Q. 1 w :1:1:1.1. 11 ~ z
J y x ~ U I:I:I:I: II Z ¢ Z :I:I:I: IIII ~ ~ w w z z
O I Q w w a m ~ ~ 0 ~ I:I:I: w i l I ~ ~ w vJi a ¢ 3z tiwJ aJi
~ ~ tr J l a ° w~ Q
~ z a 0 w W li I: F Q v' °o z z Z ~w ~0 0 y \l H F ~ ti =J F F-
>I ~g 0 0~
~ W. ('421Nb~~0I05,4MN ~ tq 4, o ¢ ~ V / / I 'o ~ N N ~ ~p 1 ~ o
,0 I~ z m > \ \ ~ ~ II a F~ III ° ~ w °
W a. Z o 0 ig II ~ -`b II I a LL z
~s i ~ III n W ~ ~ M~Q / Z you a Z fr1l N ° ¢
i ~o~ ~ ` .ZI ~ ~ ~ ~ z z ~ zvi i ~ i
i ~ II ` ~ c~a' w ~b ~ J J ~ k ~I Q 1 1 W tY W W
,i' ~ (p~, i t ` w ~g~ I I Z ~ Z Q n/ f~ w - a - O LL
~ ~ ~~1 i ~tiy O [ oI II 111 II N I G~ a ~ W o£
H O ~ ~ _ of "~i S I I I I I I ~ i Z Ly I !NW ° o ~ Vl Oc
0 ~ I I I 11111 1111 ~"Y o ~ ~ Z W ~ .a[ A3N ~ o I I I IIII , Z n ~ n w ~ ~ F- H °w_ E o ° ° ® °
1 ,z[ IIII ~ ~J ~ ~Z o J ~ 3L o0 0 0 0
p d~ 1 ~ 111 ` a ~ J. ~ J. I Z w z w ¢oo ¢o 0 0
O II F o ~o a "a Q ~ o vsa z "m "'m z a"'i a"'i w
O ~ - III U t W ~ !rW ~ \ H £T~ ~JJ ~J J J ~ W N a9 n I z °s u, ~ ~ UV1 ~ .t ~ _Y li'J N Ifi lfi N ~l nJ fU N N N
r'l 11. t ~ ~ Sao 11~ I I i o ~ ~ v+~
w J I I III! m _ ~ saa, ~n v,s
Q CU \ I Ili } Cn III ~ Q ~
Ln f 1 0 ~ Q v 111 ~ m 3 A/ ; 1 I ~ x o a rY
C) U V \~\j W i w H z ~7 w r a
I A/~\\/~\ ~ . ~ I w z z Q ~ w ~ L > 7i n l~ L7 ~ ¢ L..17 ~ ~
d
o ~ o c~ Q UJW ~ O I~ F- I II.I VIII w ~ p OC Z Z>~ ~ V~ VHVwi w V F-Iwi ~ F~. L1
N m v^. ~ ~ W ~i' 2 fY 2N R' I.I.I.I I I I W W ~ Uz x~ ~ Z °z ~ Z ¢ rwiw f
:I: I:I :I I I a ° $ wa,+ ~w ' Z J >:3 HH" I.i.i.i. II , O b O ~m Sd7 ~.zO 13 A A
O . ~ I ~ N w~_~ oW~ Q I: I. I. Irr I I ~TM ~o U H W W
I:I:I:I:ry:l Z w / ~ n w ~ W W
I : I : I : ~ ~ ~m (n ¢ o r/~ F~ vi in ~ a~ /\0, W V J z v, w w V J z J w ~ I,I~I.I. xW w o~ oo
I:I°I:I. Q ~ ~ ~ F-
I: o: I: II i ~ I I Z I:I;I:1.:~ Q W
:I:i:lgl~ l~ i i~ l i Z I
I:I:I.~ ~ ~ ~ ~ w W d .1.1.1= ~ ~ J ~ _ °
I:i:l:~ ~ H ~ ~ ~ wl EI ~ w o 3 ~ a
I:I~I:B:~ U i I ~ a Iwo Wa W ~ Z W ~ ~w J v, 3 ~ ~ uZ a
¢ w o ~ ¢ ~ Inw u~ w u ww WY vwi~

\ \ \ \
~ , , Rd i ' J~ g,d9e
Np1lY \ 'Cn
~ AUG ~ - 20~ PROJECT SITE ~ ~ ` ~
~ ~ ~ it ~
\ QQ per
~i+ 5R 210 ' ~
~ ~ ~ ~ yp~ ATLANTIC ~ ' ~oP OCEAN
~ VICINITY MAP
FILL COMPLETELY TO MATCH FILL DITCH BOTTOM TO ELEVATION SHOWN ON PROFILE AND NOT TO SCALE
EXISTING TOP OF BANK REGRADE SIDE SLOPES TO STABILE SECTION (3N:IV MAX)
~ I I ~ ~ >`1AX . 3 r1AX . LEGEND
LOCATION OF EXISTING ~ 0 -bE-, ~I DEPTH PR P.
FLASH BOARD RISER- ~ DEPT EX. 1. AERIAL PH~T~GRAPHY AND BASE MAPPING
TO BE REMOVED ~ ~ ~ PROVIDED BY D.B. FLGYD & ASSOCIATES ~ I~
LAND SURVEYGRS, WILMINGTON, .i ~ ~ , J ° - - PROVIDED , I 2 CROSS SECTIEN TOPEGRAPHY
/ / ~ r /l j , ~ ~ 2 21+53.11 BY DB FLOYD & ASSNCIATES LAND
~ / ~ ( ( ~ ~ A~ ~i~~~ sue. r, ~ SURVEYORS, WILMINTON, NC MARCH P001
4~ ~I \~~~~Ut ~ ~/~/ii`i G~~ ~i 3, LOCATION OF EXISTING FACILITIES BY ~.p0~ ;
/ ~ I III OS~ i~ i~i~~l~i/~i ~ _ J , , ~ ~ ~ GPS CCAPE FEAR ENGINEE
\ \ \ ~ bl ~ i iii i ~ . ~ ww I I ~•I g3_~\~\\~.\ TOP OF BANK ~ ~ ~ ~eZy/~/ ~ ~ 111 ~ -z~-_\~ ter,
~_~i ~ I I -~E ~ (TYPICAL) , , ~ , ' kp0~ 30
~~E' ~ ~i 1" i iii/ A ~ ~ ` ~ \ ' ~ TOE OF SLOPE _ _ rim ~ \ ~ \ 00 _ - , - k~a ~ ~ _ _:_l L I EL EX ST G
TYPICAL i~ ~ , ~ 1~ ~ \ ~ ( ) ii~r w PR POSE EL.
zq_ 4 00 ,~ti i ~ k0 25 -
0 5 10 15 20 25 30 ~ A
~ I• of ` / A
ib2/ o I
i i

CL DITCH 50' 100'
TYPICAL 50' 0 50' ( ) 5' 0 5' 10'
APPROX. LOCATION OF
IN 0 S 1 INCH = 50' EXIST G F RE TRY = 50'
DITCH 1 INCH = 5'
KDF
B REV. GRADED SECTION TO 3N:IV 7-I-04
KDF
A ISSUED 1=0R REVIEW 01- I-0 2
REV. REV.BY DESCRIPTION 1! q rr D,ti~~
REVISIONS
44
44
42
42
_ 40 it p .'l.
40 ....ROCK DAM ..DAMS SUCH :OCK DAM -TYPICAL, CON~~TRUCT NEW ROCK -
1 N U S AM >AMS SUCH THAT BOTTOM L LEVAT 0 P THE
g =TOP ELEV 3 TOP ELEVATION DOWNSTREAM, YIELDIPIG 38 ` 7/8/04
EFFECTIVE < TOP OF BANK-EAST FFECTIVE SLOPE OF -0.00%. A AT CL DITC~I PROPOSED GR DE 36
36
TOP OF BANK-WEST _ _ _ 34
34
- - ~ - _ _ ~ 3'±' MAX. - - - - 32
PROPOSED .GRADE AT CL DITCH 3 - 6 I 0.~48~

30; ~ - ~ 0.00% 30
~ - _ , - ~ ~
- 22 r ~ ~ 28 -
n~ ~ ~ ~~d- ~ ~ a 0.18%
26 26
TNIS SECTION: SECTION: FILL D1TCN BOTTOM TO PROPOSED
24 'ELEVATION AND ATION AND REGRADE DITCH BANKS TO - 24
EX. GRADE AT CL DITCH STABLE SIDE SI 'ALE SIDE SLOPE NOT TO EXCEED 3N:IV. - MATCH EXISTING GRADE AT POWER LINES
22 22
FILL THIS SECTION TO EXISTING GRADE 20 20
Inc. En ineeYin
18 _ _ 18 151 Poole Rd. Suite 100 y~, ~ ' Belville, NC 28451
~1 TEL [phone]
16 fAX [phone] ~ r i www.capefeareng.com
14
14 DRAWN : D.FENNELL PROJECT
12 o4o~-ao1 DESIGN : D.FENNELL NUMBER
12 CHECK : D.FENNELL SCALE : t"=50'
I~ APPROVED : D.FENNELL DATE : 21 JAN 03
10
8
8
o 6
Y
3
T TRA LANDIN M RRI o~ o~ N~ r
c ~ ~r o ~ ~ r r oo .N m ~ r ~ ~ v ~ ~i ~ i`~ r~ r~ ~o .Ln rLn r r r ~ ~o ~
N N N N N N N N NN NN NN NN NN NN Nn1 cu NO NO NO NO NO NO NO N~ N~} N m m m m m m m
0
U 17+00 18+00 Iq+00 20+00 21+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 0 DITCH **4
R FILE AND P PLAN
3 O
O
r- O PROJECT NUMBER SHEET NUMBER
Q
O 0407-001 C-1
C~