20071512 Ver 2_14_20071512 Ver 1_401 Application_20070907_20200522

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THOMPSON & ASSOCIATES, P.A.
NEW LOCATION
153 Holly Springs Road
Holly Springs, NC 17540
Phone: [phone] -~ Fax: [phone]
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401 ~ I~J~TI.~NDS ~N ~i
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WE ARE SENDING YOU:
Shop Drawings
Copy of Letter
Attached
Prints
Change Order
LETTER OF TRANSMITTAL
07-1512
DATE: ~$ ~ Jos NO.:
ATTENTION:
RE:
Under separate cover via the following items:
Plans _ Samples Specifications
Other
COPIES DATE ~NO.DESCRIY'PION
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THESE ARE TRANSMITTED as checked below:
For Approval Approved as Submitted Resubmit Copies for Approval
For Your Use Approved as Noted Submit _ Copies for Distribution
As Requested Returned for Corrections Return _ Corrected Prints
For Review & Comment Other (((~~~,,,
FOR BIDS DUE 2O PRINTS RETURNED AF-rE~~~>~ ~~~
REMARKS: ~ S1 ,`,~ ~ Qln ~/w S E P 5 -- 2 0 0 7
1n. /1or~ n• .non C( ,.r .l n ~ n ~~ (l In / ncm,io ~.,.,•~-a „~,,,~ ~,.,,
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COPY TO SIGNED ~ ~
If enclosures are not as noted, please notify us at once.
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Office Use Only: Form Version March OS
USAGE Action ID No. DWQ No. ~
7 - ~ 5 ~ 2
fir any pamcuiar item is not appncaote to ttus project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ® Riparian or Watershed Buffer Rules
Section 10 Permit ^ Isolated Wetland Permit from DWQ
401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: N~
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: (~
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area o
Environmental Concern (see the top of page 2 for further details), check h ~~~~D'~~~
II. Applicant Information ~~
P ~, _ "ZG07
Owner/Applicant Information
Name:~G I~ND DE
Mailing Address: 1~k22. C.
pI:WR - WATER QUALITY
nN0.4 RN9 &7~P-1Y'..ATER ggANGH
G~2~(, I.t~, ti~-s 13
QJi p m m ~ G ors ~' lb
Telephone Number: (~~(-~ S~6 - ~(~ ~~ Fax Number: - ~
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 a(~ut~ho~r~i~ty` ~for the owner/applicant.)
Name: ~~ I N E STEl"YF_lZ. O(L- K-,t''Ch~,l~i ~•~lJ•(J.-~. ~ j~ E .
Company Affiliation:_ OF-tPSptJ ~ >4~5[jG~[~~F~S , C}~, ~ ,
Mailing Address: l S3 ~-nl l Y Cf'~~.1NCzS ~? D ,
Telephone Number: - 0 O Fax Number: q
E-mail Address: (Z STEGKE(Z ~ EA~THL f.(K N G I
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
USAGE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Stt'CQ~ RDS ~i4 ~k. ~TT~ ~ 2-.
2. T.I.P. Project Number or State Project Number (NCDOT Only
3. Property Identification Number (Tax PIN): Z~fl(~ . ~ $ - ~ 2 - 'T~ CP~>
4. Location
County: ~t~ Nearest Town:_~'~~L~
Subdivision name (include phase/lot number):~.~~.t~5 ~~Q1C ~~ • 2 1 L j 3 LnT S
Directions to site (include road numbers/names, landmarks, etc.):
64 ~S~ E~•1T ~(.,D Runk-1 4Z~ (S Q • Z3 Zo 111 >~~t~l SCf'~ IS
Nye -1t~rF ~ SQ . 2320 ~ 5.1~. 2(-06
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): °N °W
6. Property size (acres): ~~'•~ t ~- '~O(- ~~E 2,
7. Name of nearest receiving body of water:_CpCtw~~ ~~~
8. River Basin: Iv.~USC__,
Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at _ .)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: SCCC IS V~•NT ~ too DES , a~E ~ i S
G.1Q.IZGKTUC Vf•~DF~. CoNS'['Rs.)C-[l ael.~i2_ ~S-D~1.iTthL . SI.tQ~JNDt-JC~
Lf4i.~,~ USE lS ACa'P--tGut~uR~4L. / ~7'~P_.F•lt~b.
Page 6 of 12
10. Describe the overall project in
11
IV. Prior Project History
including the type of equipment to be used: ~.~c-~~•
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. _ ~t/( (.f~t~1D LOC~TtO NS ~~ ~ 2cx~5 2l O 6~-
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.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Je-C-~^~ ~~s~ ~~o;.~~
L?~ - ~~~ ~~~ ~ -~~c Qerw`a~u Ql,,.~- rr-t~aal t,~l
Page 7 of 12
2. Individually list wetland impacts.. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
indicate on map)
Type of Impact
Type of Wetland
e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplain
es/no
Distance to
Nearest
Stream
linear feet
Area of
Impact
acres)
Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: g • I~ $ QC, .
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acrea e, multi 1 len X width, then divide b 43,560.
Stream Impact
Number
indicate on ma
Stream Name Type of Impact
Perennial or
Intermittent?
Average
Stream Width
Before Im act
Impact
Length
linear feet
Area of
Impact
acres
ilT }0 6¢av~.,s C.r•.C,U!/V'G2 i PL..~' •Z~.~ +~ :l I O G fi.0.0623
cr.Gt7LVE2i "'E~Z l25 ~.b.o129
Total Stream Impact (by length and acreage)2,~ ~,,~',5
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma
Name of Waterbody
if applicable)
T e of Im actp
Type of Waterbody
lake, pond, estua ry, sound, bay,
ocean, etc.
Area of
Impact
acres
Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resultins from the nroiect:
Stream Impact (acres):O.c~~SZ cw•
Wetland Impact (acres):
Open Water Im act (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Im act (linear feet):23S" L.F.
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ~ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
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 constructi~an (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,
local stormwater requirern~nt, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:_
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. ~~n.~~S l~2_. li~a~.e/)x~cH
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.
trout pond,
Page 9 of 12
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at _ _„_ _ ~ If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): ,235 L~: __ ___
Amount of buffer mitigation requested (square feet): ~, I I O s F -r q, Zhu SP = lS . 38~{ SF
Amount of Riparian wetland mitigation requested (acres): h!~
Amount ofNon-riparian wetland mitigation requested (acres): ~
Amount of Coastal wetland mitigation requested (acres): ht/k
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been fmalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA fmal approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ~ No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact RequiredZone ,,,_._„_ ~ „~~ Multiplier ,,,~;~~„~;~„
1 ~ (~
i (~ (~ S~ ~ 3 (2 for Catawba) 11J3 ~ ~{ ~ g
2 -~ ~csQ c c 1.5 ifl _ ~~~
Total ~ ~ Q ~ 3~1-r' S~ ~ ~ ~' ~ ~`~
Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appro riate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. ^~int~,<< LSGE heRl Page
11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. ,41I sbr>~Ges t,.lc~ll br _ ~ ~,,~-S,~14.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XTV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
S ~~ z~- ~
A plicant/Agent's Signature Date
Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
THOMPSON AND ASSOCIATES, PA
CIVIL ENGINEERING • LAND SURVEYING • LAND PLANNING
0 7- 1 5 1 2
August 24, 2007
NC Ecosystem Enhancement Program
Attn.: Kelly Williams
2728 Capital Blvd., Suite 1H-103
Raleigh, NC 27604
Re: Shepards Park Phase 2
Dear Ms. Williams,
On behalf of Mag Land Development, LLC we are requesting acceptance
of fees in-lieu of proposed stream impacts to the above referenced subdivision.
The impact are due to the development of Shepards Park Phase 2 Subdivision.
Two (2) of the subdivision roads require to cross the Neuse River Buffer in order to
fully develop the site. Those two roads need to be stubbed to the property line.
No alternate access points are available. The roads must be built in the location
shown on plans prepared by Thompson & Associates, P.A..
The placement of fill and culverts will result in 235 linear feet of stream impact and
18,384 square feet of impact to the adjacent stream buffers.
We shall await your letter of acceptance or comments. Please feel free to contact me
should you have any questions.
With Kind Regards,
s~
Regine I. Stecker
Thompson & Associates, P.A.
919) 577-0808
r. stecker@earthlink. net
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153 HOLLY SPRINGS ROAD
HOLLY SPRINGS, NORTH CAROLINA 27540
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9101 Southern Pine Blvd. Ste 310
Charlotte, NC 28273
MAG LAND
DEVELOPMENT, LLC
704-587-0123
Fax [phone]
0 7- 1 5 1 2
July 31, 2007
NCDENR
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Shepard's Park
Dear Sir or Madam:
MAG Land Development LLC, would like to appoint Thompson & Associates, P.A. to act as our
agent for any issues relating to the NC Division of Water Quality for the Shepard's Park Phase 2
subdivision located in Zebulon, NC.
If you have any questions, or require additional information, please contact us.
Thank you,
a . ~~
Glenn A. Garris
Member
MAG Land Development, LLC
NP
Cc: Steven Bailey
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I, RODNEY E. MORRIS, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM A SURVEY MADE UNDER MY
SUPERVISION; THAT THE RATIO OF PRECISION IS 1/97,800;
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN
LINES PLOTTED FROM INFORMATION FOUND IN BOOK PAGE
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 11th DAY OF JANUARY, 2006.
THIS CERTIFIES THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS ALL
AREAS REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
WETLAND DELINEATION
MANUAL.
REGULARTORY OFFICI+k~~° _' _
I
TITLE ~ts~~i~f,t.~ --~
DATE ,3~~DG
USACE ACTION ID ~ti"~.f~~~
V
72'34'52" W ~ ~ "' ~ ~.
122,18'
U
j ~NCE_ 3
EET ~------
W
LINE TABLE
LINE BEARING DISTANCE
L1 N 72'09'19' E 88.41
L2 N 61'04'00' E 32.00'
L3 N 77'28'110.00'
L4 N 70'48'00' E 104.00'
L5 82'48'00' E 40.00'
L6 N 63'28'00' E 68.00'
L7 7'24'00" E 42.00'
LB N 78' '00'54.00'
L9 9 2'DO" E 228.00'
L10 N '56'00' E 36. '
L11 N 4 '35'00'36.00'
Lit N 86'28'00' E 90.00'
L1J N 58'42'00" E 28.00'
L14 S 45'55'00' E 52.00'
L15 7 6'70.00'
L16 5 69'09'00' E 4.00'
L17 N 36'44'00' E 1 .00'
L18 N 1 '30'0 ' W 36.00'
L19 N 1 3'00' E 18.00'
Leo s 1s's.oo'
L21 N 85'17'00' E 44.00'
L22 N 61' '00'DO'
L23 S 1'03'00"64.00'
L24 S 3' 2'00' E 3 . '
L25 S 75'48'00'34.00'
L26 5 58'20'00' E 59.00'
L27 42.4 'Dp'76. 0'
L28 S 041 'OD' W 40.00'
L29 3g• g'OD"3.00'
S 70'48'00' E 77. '
Lit 44'00'7. '
L32 3'21'00'7b,00'
1 .1.1 C Y']Y 1'11!1" C "ni /1N1
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L11
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G'~ C•~ ~ ~'~ L13
L14
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L1
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rr C22 C21
C20 ~ ~ ~
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C.C~*'yL~
Il/111/11/1111111 T ~
l/~ll~. l~' V ~
F
LINE TABLE
UNE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCELtNJ3'11'S2' W 93.79'L26 S 3378'49' E 11.09'L51 S 29'52'04" E 22 41'L2 N 31'05 59' W 37.59'L27 S 45'05'02" W 10.70'L52 S 26'30'01` E 28 86'L3 N 24'58 55' W 30.44'L28 N 54'44'40' W 22.85'LSJ 5 19'39'17" E 23 35'L4 N 47'40 19 W 11.40'L29 S 74'16'06' W 16.70'L54 5 26'09'59` E 25 41'L5 N 51'04 04 W 32.18'LJO S 29'14'38" W 10.45'L55 S 67'00'33" W 3 89'l6 S 75'54 55 W 25.11'L31 5 76'40'48" W 4.28'L56 N 33'28'27" W 31 84L7SBB'46 3 " W 2.70'l32 S 79'38'09" W 19.22'L57 N 05'55'30" W 18 5'L8 N 77'20'48" W 34.84'L33 S 16'07'55' W 52.28'L58 N 30' 7'42• W 6 9 'L9 S 65'33 41' W 25.50'L34 S 08'02'40' E 31.99'L59 N 28'43'29" W 29 93'L10 N 10'38 00` W 35.18'L35 S 02'03'17' W 38.40'L60 N 14'31'23" W 8 54'L11 N 02'44'22" E 27.85'L36 S 36'20'06' W 25.95'L61 N 19'11'22" W 10 97L12N36'20'06` E 25.91'L37 S 02'44'22' W 25.33'L62 N 15'00'40' W 24 71'L13 N 02'03 17 E 36.02'L38 S 10'38'00' E 26.83'L63 N 11'23'05" E 31 92'L14 N 08'02 40" W 32.75'L39 N 65'33'41' E 19.86'L76 N 41'55'33" E 14 14'L15 N 16'07 55 E 57,27'L40 5 77'20'48' E 36.12'L77 N 71'17'56' E 39 08'L16 N 79'38 09 E 18.29'L41 N 88'46'36' E 1.30'L78 N 37'28'22" E 49 54'Lt1 N 0470 28 E 14.07'L42 N 75'54'55' E 27.42'L79 N 15'24'30' E 41 36'L18 N 31b5 O6 W 33.74'L43 S 51'04'04` E 35.35'LBO N 32'40'31' E 42 78'L19 N 3976 29" E 45.49'L44 S 47'40'19` E 12.7 'L81 N 41'42'40" E 5 13'L20 S 50'43 31" E 6.00'L45 S 24'58' 5"31.34'L82 S 41'42'40' W 67 03'L21 S 89'3128' E 9.34'L46 S 31'05'57" E 37.01 L83 S 32'40'31" W 39 32'L22 5.33'34'56' E 25.11 l47 S 33'11'52' E 93.21 LB4 S 15'24'30' W 42 86'L23 S 21'27'36` E 21.25'L48 S 5275'51' W 6.02'LBS S 4936'15" W 54 25'L24 S 40'36'40` E 8.40'L49 S 52'16'39' E 9.43'L86 S 68'21'14' W 38 53'L25 S 09'48'49' W 14.17'L50 S 18'41'16' E 17.12'L87 S 41'55'33" W 20.83'
c26 I, RODNEY E. MORRIS, CERTIFY THAT THIS PLAT WAS DRAWN
C278 61 L63 (n UNDER MY SUPERVISION FROM A SURVEY MADE UNDER MYc2e~9ti/~ J SUPERVISION; THAT THE RATIO OF PRECISION IS 1/97,800;
c2se ~/~~'~C27A °~~" THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN
c2BA rn LINES PLOTTED FROM INFORMATION FOUND IN BOOK PAGE
c3y6%~/dry czsA ~ THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-3G
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATIONC32B ~/k~`' C3DA °
NUMBER, AND SEAL THIS 11th DAY OF JANUARY, 2006.s~~0 C31A ~
S
C32A
THIS CERTIFIES THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS
AREAS REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WA
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLES
THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS,
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPI
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. TH
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINE(
WETLAND DELINEATION MANUAL.
REGULA~R,T~O,RY O~FF,ICI~A
TITLE ~/w~' 'JneS,.[_
DATE X3/06
USAGE ACTION ID _~~~Y T
6
Lam' ~9~
1'
tr~ '• ~
POND 1
5 42'38'20" W ~~
col ~` :, \4
9.47 ~I0.24 AC ;oo
N ~Z~~c?\ w; ~
coz~~\'~s ~~ 'O
o .•\ N
L103 Ly0
CUL4ERT/ ~ 8 ~ , ~8
9
30
X76\• . \<
3
0.090 ACRES 4S•.~3?
Z
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1
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M~rrFNr
CyghNF %.
J4 <
Ci?'~'•~ ,~t:9. 138,.
LINE TABLE
LINE BEARING DISTANCE LINE BEARING DISTANCE t1NE BEARING DISTANCE
L1 S 42'16'26" E 37.13'L37 S 88'48'28` W 19.89'L73 N 13'0141" W 91.86'
L2 2770'57' E 2D.42'L38 N 8172'40" W 32.51'L74 N 12'43'30" W 64.1J'
L3 S 15'42'31" E 53.06'L39 S 43'53'10" W 25.16'L75 N 19'01'34" W 119.96'
L4 S 00'2146' W 46.09'L40 S 40'05'17" W 50.63'L76 N 14'32'16' E 33.74'
L5 S 05'34'28" W 37.93'L41 S 46'00'22" W 41.46'L77 N 68'44'23" E 40.52'
L6 S 08'08'35" W 31.63'L42 S 47'29'27" W 36.49'L78 N 77'02'56" E 36.10'
L7 S 16'25'30" W 34.83'L43 S 37'31'51' W 31.04'L79 N 77'50'27" E 47.95'
L8 5 16'30'56" W 35.98'L44 S 34'23'45" W 45.62'L80 S 8311'01" E 57.27'
L9 S 27'56'54" W 40.34'L45 S 33'50'37` W 42.00'L81 S 49'46'36' E 42.80'
L10 S 15'23'49" W 51.75'L46 S 23'23'05' W 37.18'L82 S 43'42'02' E 57.92'
L11 S 44'30'52" W 11.68'L47 5 46'40'16" W 54.53'L83 S 4729'29" E 36.02'
L12 S 53'05'17" E 167.49'L48 S 24'26'08` W 19.19'LB4 S 55'08'06" E 29.07'
L13 5 45'46'10" E 72.44'L49 5 29'29'23" W 29.34'L85 S 58'20'44" E 36.50'
L14 5 5110'55" E 119.46'L50 S 41'52'42" W 40.61'LB6 N 27'20'57' W 9.22'
L15 5 45'07'14" E 65.97'L51 S 55'38'52" W 37.91'L87 N 4216'26' W 37.61'
Lt6 S 47'40'12" E 45.50'L52 S 00'23'12' W 14.75'L68 N 5215'51' E 6.02'
117 S 46'29'54" E 46.78'L53 S 00'23'12" W 9.70'L89 S 58'20'44" E 11.26'
L1B S 4152'06' E 132.58'L54 N 31U3'34" W 25.09'L90 S 46'28'14"12.86'
L19 S 46'55'36" E 48.55'L55 N 06'24'42" E 12.71'L9f S 18'33'12' E 13.67
L20 5 29'05'11" E 15.40'L56 N 10'24'53" E 20.96'L92 S 075142' W 29.00'
L21 5 54'49'09" E 59.05'157 N 10'24'53` E 5.65'L93 S 0918'07" W 34.62'
L22 5 0719'00" E 6.01'L58 N 37'40'34" E 25.51'L94 S 05'41'57" W 81.37'
L23 S 6917'19" W 4.63'L59 N 12'07'17" E 12.66'L95 S 05'45'43` W 58.16'
L24 N 49'19'37" W 47.75'L60 N 70'50'22" E 5.91'L96 S 69'30'56" W 15.43'
L25 N 56'32'54" W 12.18'L61 N 4355'15' E 10.83'L97 N 31'56'41" W 25.90'
L26 N 45'46'06" W 66,01'L62 N 25'24'47" E 22.69'L98 N 045756" W 79.04'
L27 N 48'31'32" W 45.39'L63 N 10'00'21' E 18.71 L99 N 0610'39' W 38.80'
L28 N 44'20'35" W 85.22'L64 N 31'21'23' E 52.03'L100 N 08'06'28" W 40.82'
L29 N 46'51'56" W 46.65'L65 N 28'36'31 E 70.64'L101 N 15'0137" E 45.67
L30 N 48'36'98" W 46.18'L66 N 31V0'46' E -33.32'L102 _N '22'12" E 33.67
L31 N 4109'05" W 48.84'L67 N 3311'20' E 44.88'L103 S 68'21'48" E 0.23'
L32 N 45'31'34" W 15.55'L68 N 7'39'42"1.01'L104 63'45' 9' W 25. 6'
133 N 4853'19" W 114.16'L69 N 11'03'45" E 48.62'L105 N 50'20'2D' W 18.49'
LJ4 N 46'54'07' W 75.51'L70 N 0315'58' E 32.68'L106 N 71'46'25" W 10.33'
135 N 56'36'02" W 171.33'L71 N 00'D8'22' E 62.79'
136 S 64'20'21" W 15.03'L72 N 00'06'27" E 63.07'
of
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i~L-35740; ~ o ~o ``
p9~~ SURN~'~"~~~otieY .....~~1 E.111"1j 111111111111 "
I, RODNEY E. MORRIS, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM A SURVEY MADE UNDER MY
SUPERVISION; THAT THE RATIO OF PRECISION IS 1/97,800;
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN
LINES PLOTTED FROM INFORMATION FOUND IN BOOK ,PAGE
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 11th DAY OF JANUARY, 2006.
v
THIS CERTIFIES THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS ALL
AREAS REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
s
THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
1 WETLAND DELINEATION MANUAL.
JJ
REGULARTORY OFFICIA
e
TITLE ~~"L~~JG++rG
DATE ~/3/OG `
7
USAGE ACTION ID ~b~O~~r
112 ~ 113^ 114
15
1 'W •~'~ ,x5'24'22" E 1o61os~1o ~.~2osi'~~i1t~
1629.91' 1os1o7 G ' ;,i5 ~~,~ ;c~'s
105 (~ ~•~QiW ~ ~ C~ /,;"0 210
104 (i W W~ ~• P
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103 (i W ~'' "' ~ F,5 p 208
209
1D2 (wa ~`~/ P.~,O PGA /ti
1o1C1J ,/S0~~ti0 ,/~ so7
N 19'46'37" E 10C113p 'S \ • ~ ~
147.74 - L) ti _ / (i 206
D1NNN N ~124'~~~ 205
202203`104
200 201
NI
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U
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m
N~ ~R1D CNPD83~
WETLANDS
151.3
143 151.2v . -~ 151.5
1412 ~~ w(~.NS(£~ ~ L45~~{~~k~~~S~154
140 ~ •~~3L32 '.." ~' q:. vM
138
3
9 ~ ~~' ~
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8 149 151152 ~ ~'• ~~L5415758 159
33~~137y0~' ~~~ ~ ~1~6115 146 15~ • ~' (S~~^~' \iS t~ 61174 ( ~ P /~
118 LIN
156 ~~L11 ~ ..r • ~81301;1 u,{±'~J^~~/~,e° 11s pAR wfT 191
tso .~,0 161 16216J~';~ 1ss
129.~i5 ~~ A q rfi2y6121 0 02 ACRe NOS 187 18 ~,
189 164 (2p
bg\~' 5~ ~i+ 122
S ~r 188 \~/
128 y60~~125124123 186` WETLANDS 6622127126 ~e ~ 0.48 ACRES
LINE TABLE
LINE BEARING DISTANCE UNE BEARING DISTANCE LINE BEARING DISTANCE
L1 S 49'18'40' W 31.66 L41 N 25'25'39" W 4.51'L81 N 10'16'53" W 26.56'
L2 S 25'26'27" W 33.65 L42 N 19'11'34' E 9. 5 L82 N 3128'14' E 12.16'
L3 S 45'5519` W 31.44 L43 N 04D1'18" E 17.06'L115 5 18'14'35" E 4.25'
L4 S 4152'49' W 64.81'L44 N 0J'S0'42" E 20.8 'L116 S 1328'15`20.70'
L5 S 34'09'15' W 34.67'L45 N 07'46'47' E 39.92'L117 S 09'38'01"12.61'
L6 S 56'J195' W 33.15'L46 S SJ 5'58" W 17.10'Li1B S 34'49'08'3.27
L7 N 63'58'06" W 17.53'L47 N 4052'5 " W 8.39'L119 S 34'24'03' E 33.46'
LB N 0450'45' W 26.16'L48 N 69'33'36" E 16.52'L120 S 38'15'54' E 22.95'
L9 N 05'39'49" W 13.73'L49 N 20'47'05` E 4.56'L121 S 20'49'10" E 40.91'
L10 S 59'42'15" W 32.45'L50 N 30'24'11' E 21.53'L122 S 11'02'34" E 11.29'
L11 S 15'18'22" W 22. 1'L51 N 45'54'44" E 12.50'L123 5 1'36'41'17.84'
L12 N 74'56'04' W 14.05'L52 N 74 1'42" E 5,60'1124 00'36' S" W 20.55'
L13 N 43'59'14" W 4DD'L53 N 3749'17 E 8. 6'L125 1459' S' W 16.64'
l14 N 13'D6'25" W 16.37'L54 N 1 53'00"1 .18'L126 13'47' 3' W 14.87'
Lt5 N 43'3492" E 2.56'L55 N 46'00'46" E 23.72'L127 S 0 59'33" W 5.10'
L16 N 27'00'39' E 17.23'L56 S 24'43'16" E 5.7 'L128 656'56' W 7.51'
L17 N 04'34'45' E 2.15'L57 S 6258'3D" E 9.83'L129 N 3'03'04' W 3.00'
L18 N 4'04' 1'6.L58 54'7 'L130 4'
L19 N 50'09'19' E 32. 0'L59 3'45'49"18.J2'L1Ji N 79'1D' B" W 9.15'
L20 N 31'42'13' E 23.34'L60 S 19'24'27" E 2.82'L132 N 58'06'35' W 14.51'
L21 N 48'1D'18' E 41.08'L61 S 33'00'34' E 21.60'L133 N 19'19'1] W 2228'
L22 N 25'24'32" E 40.23'L62 S 04'41'10' W 27.29'L134 N 10'28'05' W 9.89'
L23 S 60'42'37" E 106.36'L63 1 i'10.10'L135 41 9'4 " W 10. 0'
L24 5 46'00'46' W 2.65'L64 S 04'1 '39" E 5.23'L136 N 41 '47" W 10.80'
L25 S 15 J'DO' W 17,98'L65 5 0 2'05'28.63'L137 1'26"17.33'
L26 S 43'38'20" W 10.75'L66 S '45'08"8.94'L138 N J7 4' " W 16.99'
L27 S 74'21'42" W 25.75'L67 4b '14" W 4.4 'L139 N 14'19'05' W 18.33'
L2B S 4554'44" W 11 9'L68 7 '48` W 10. 4'L140 N 6' 2'0.55'
L29 S 7' 5'45'19,5 'L69 S 76'11'48' W 0.L141 N 34'46' ' W 1.34'
L30 2 ' 4'7'L70 1 .47'L142
L31 S 09'12'13' W 40.44'L71 N 09'41'13"8.66'L14J N 25'26'23' W 0.99'
L32 S 0350'42" W 20.74'L72 N 04'43'15" E 19.99'L144 N D0'38'S4" E 19.40'.
L33 S 04'01'18' W 17.27'L73 N 23'19'28' E 15.76'L145 N 23'19'11" E 25.16'
L34 S 12'39'43" W 8.32'L74 N 50'28'D2' E 7.22'L146 N 57'26'31' E 4.83'
L35 S 25'25'39" E 4.65'L75 N 03'30'53" W 1,51'L147 N 21'29'18" E 4.39'
L36 S 0'21'21" W 10.18'L76 N '43'22" W 1 .00'
L37 S 02'00'53'5.55'L77 N '02" W 1 '
L38 S 8759'07 W 3.00'L78 N 8'06" W 14.46'
L39 N 0 '00'53' W 6.14'L79 N 10 'S9" W 18.87'
L40 N 20 1'21' E i'L80 N 'S1" W 1 .85'
185 (,5 .
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I
I, RODNEY E. MORRIS, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM A SURVEY MADE UNDER MY
SUPERVISION; THAT THE RATIO OF PRECISION IS 1/97,800;
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN
LINES PLOTTED FROM INFORMATION FOUND IN BOOK ,PAGE
THAT THIS PLAT WAS PREPARED IN ACCORDANCE N1TH G.S. 47-30
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 11th DAY OF JANUARY, 2006.
THIS CERTIFIES THIS COPY OF THIS PLAT IDENTIFIES A5 WETLANDS ALL
AREAS REGULATED PURSUANT TO SEC110N 404 OF THE CLEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
WETLAND DELINEATION MANUAL.
REGULARTORY OFFICIAL~~~'"','~
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DATE 3 ~G /
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THIS CERTIFIES THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS ALL
AREAS REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
WETLAND DELINEATION MANUAL.
REGULARTORY OFFICIAL
TITLE ~J'~ '~'~~
DATE ~~/OG
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i, RODNEY E. MORRIS, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM A SURVEY MADE UNDER MY
SUPERVISION; THAT THE RATIO OF PRECISION IS 1/97,800;
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN
LINES PLOTTED FROM INFORMATION FOUND IN BOOK PAGE
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL HIS 1 th DAY OF JANUARY, 2006.
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UNE TABLE _ - ---
UNE BEARING DISTANCE UNE BEARING DISTANCE UNE BEARING DISTANCE UNE BEARING DISTANCE
L1 N 72'09'19' E 88.47 L36 S 39'36'59" W 32.82'L71 N 14'43'25" W 28.04'L106 S 79'14'06' E 20.63'
L2 N 61'04'00" E 32.00'L37 S 69'53'57` W 39.57'L72 N 05'26'56' E 31.15'L107 N 76'37'28' E 20.58'
L3 N 77'28'00'110.00'L38 N 8'40'57' W 228.61'L73 N 00'38'44' W 3fi.36'L108 S 22'47'41' E 58.76'
L4 N 70' '00"104.00'L39 S 7 '24'03' W 55.60'L7<N 00'45'30' E 30.40'L109 S 15'48'57' W 34.25'
L5 S 82'48'00' E 40.00'L40 N 72'00'10' W 41.32'L75 N 02'40'00' W 30.63'L11D S 14'28' 3' W 34.88'
L6 N 63 8'00' E 68.00'L41 S 63'0103' W 68.08'L76 N 04'03'47" W 8.88'L111 S 11'39'31' W 36.43'
L7 S 73'24'00" E 42,00'L42 N 8134'33' W 39.09'L77 N 41'04'58" W 36.24'L112 S 11'41 4' E 35.70'
LB N 78'32'00' E 54.00'L43 S 10'46'08' W 103.77'L78 N 09'16'31' W 33.15'L113 S 22'35'09' W 3.09'
L9 89'02'00' E 228.00'L44 S 76 1'50' W 108.72'L79 N 36'34'00" W 38.02'L114 S 49'29'00' W 26.18'
L10 N 69'56'00' E 36.00'L45 S 64'53'08' W 32.94'L80 S 8'35'27' W 28.20'L115 N 39'13'37" E 2 .73'
L11 N 42'35'00' E 36.00'L46 5 71'25'44' W 67.87 L81 S 80'45'08` W 34.78'L116 N 11'51'12' E 25.09'
L12 N 86'2 '00' E 90.00'l47 S 73'42'30' W 4.15'L82 S 6'45'01' W 29.42'L117 N 05'35'03' W 2 .93'
L13 N 58'42'00' E 28.00'L48 S 55'15'27' W 24.89'L83 S 48'56'48" W 35.64'L118 N 11'54'48" E 40.61'
L14 S 45'55'00' E 52.00'L49 N 56'53'08' W 20.94'L84 N 61'34'07" W 4.14'L119 N 13'29'38' E 34.11
L15 S 76'26'00' E 70.00'L50 S 8571'21' W 29.46'L85 N 07'36'44' W 19.20'L120 N 17'24'31' E 34. 2'
L16 S 69'09'00' E 84.00'L51 S 45'39'43' W 43.01'L86 N 05'17'47' E 18.60'L121 S 0579'45' E 3.67'
L17 N 36'44'00' E 12.00'W`2 S 86'03'06' W 31.67'L87 N 24'33'46'38.60'Li22 5 0558'53' E 2.52'
L18 N 10'30'00' W 36.00'L53 S 7'25'31" W 24.90'L~N 69'18'13'25.79'L123 S 4122'25' W 35.83'
L19 N 7523'00' E 18.00'L54 7'33'37' W 3.52'L89 N 03'39'49" W 16.39'L124 S 28'11'37` E 30.24'
L20 40'19' " {56,00'L55 20'00'35" W 21.42'L9D N 04'1131' E 32.78'L125 S 12'41'53` W 21.41
L21 N 85'17'00'44.00'L56 S 0020'17' W 28.72'L91 N 37'38'24" W 35.15'L126 S 5'48'53" W 48.42'
L22 61'3 '00"28.00'L57 03'43'20' E 21.61'L92 N 35'0131 E 24.56'L127 S 1721'14" E 25.19'
L23 S 61'0 '00' E 64.00'31 1'42' E 24.58'L93 S 53'44'09" E 19.27'L128 N 60'4 '37" W 106.36'
l24 S 2771'48' W 7.17'L59 5'36'22' E 36.65'L94 S 8'33'53' E 13.81 L129 N 5030'38'38.33'
L25 N 61'07'20' W 61.96'L60 S 0623'53` E 30.53'L95 N 7529'55' E 31.64'L130 N 5951'26' E 29.91'
L26 S 57'17' 0' W 3.14'L61 S 017 ' 5' W 30.52'L96 S 63'41'56' E 23.84'L131 N 26'43'17` E 38.21'
L27 5-85'10' A' W 51.79'L~06'08'38' W 39.43'L97 S fi134'S0' E 88'U32 _N 1453`4]' E SZ.D9'
L28 N 40'16'03' W 55.85'L63 03'36'18" E 24.00'L98 S 6652'39"21.87'L133 N 32'16'25" E 1 . 4'
L29 S 05'1138' E 32.34'L64 63'42'47' W 7.20'L99 S 20'40'37" E 21.76'
L30 S 34'31'39' W 25.13'L65 N 7954'21' W 32.87'L100 S 79'54'10' E 0.55'
L31 N 67' 5'05' W 87,07'L66 N 3052'12" W 21.68'L101 S 75'33'08"0.39'
L32 N 77'31'15' W 74.10'L67 N 00'36'13' E 20.20'L1D2 S 78'56'52" E 23.83'
L33 N 4420'18' W 47.49'L68 N 252J'57' E 36.91'L103 5 43'33'54" E 13.80'
L34 S 5922'05' W 25.50'L69 N 41'41'53` E 30.42'L1D4 S 13'29'54' E 25.02'
L35 c runo•ne• w onoR'L70 u tu171'7A' W 23.13'L105 S 62'31'21' E 22.72'
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LINE TABLE
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE
L1 N 87'46'24" W 110.01'L28 N 16'06'30' W 38.61'L55 N 38'03'32" E 35.31
L2 N 53'19'12" W 74.86'L29 N 5159'32' W 33,39'L56 N 55'19'19" E 33.10
L3 S 66'09'04' W 68.29'L30 N 80'28'55' W 5.87'L57 N 15'48'23' E 41.49
l4 N 70'23'07" W 77.84'L31 S 21'05'04' W 23.57'L58 N 56'45'07" E 45.06
LS N 46'44'01" W 7.02'LJ2 S 41'48'52" W 27.90'L59 N 42'08'06" E 31.70
L6 N 46'44'01' W 34.75'L33 S 30'50'11' W 8.J7'L80 N J5'35'36' E 24.77
L7 N 0874'57" E 40.30'L34 S 11'56'31" W 37.64'L61 N 68'42'56" E 14.19
L8 N 41'14'07' W 74.62'L35 S 18'38'24' W 34.29'L62 S 83'05'54' E 6.19
L9 N 58'15'54` W 55.21 L36 S 00'41'53" W 37.56'L63 N 38'35'34' W 15.73
L10 N 77'43'31' W 36.63'L37 S 03'54'35" E 35.67'L64 N 34'26'05' E 8.13
L11 N 40'34'21` W 34.41'l38 S 09'04'23` W 18.48'L65 N 27'25'30' W 9.45
lit N 2711'48" E 7.11 L39 S 0112'15" W 33.74'L66 N 56'45'29" W 50.88
L13 S 43'32'00" E 35.00'L40 S 01'59'59" E 31.30'L67 S 83'03'09" W 20.35
L14 S 75'48'00" E 34.00'L41 S 15'56'17" W 30.10'L68 N 75'21'53" W 31.72
L15 S 58'20'00' E 59.00'L42 S 30'46'00' W 21.32'L69 S 83'00'02' W 35.66
L16 S 42'42'00" E 76.00'L43 S 45'07'01" W 19.05'l70 S 41'47'02" W 36.90
Liz S 0472'00" W 40.00'L44 N 66'12'19" W 8.05'U1 S 35'52'50" W 39.68
L1B S 39'36'00" E 33.00'L45 N 79'27'23" W 62.36'L72 N 22'47'41" W 58.76
L19 S 70'46'00" E 77.00'L46 N 35'30'59" E 39.02'L73 N 4871'54" E 20.22
L20 N 66'4400" E 70.O1Y L47 N Q7`3Tfl2" E 3789'L74 N 6136'09` €13.75
L21 S 53'21'00" E 76.00'L48 N 5708'11" W 27.48'L75 N 61'08'20" E 12.94
L22 S 87'11'00" E 107.00'L49 N 65'05'02" W 30.17'L76 N 69'33'01` E 31.93
L23 S 83'44'09" W 28.35'L50 N 5477'02" W 42.21'L77 N 87'56'22" E 23.99
l24 N 79'49'48" W 44.47'L51 N 1375'18" W 6.69'L78 N 32113'56` E 23.97
L25 N 68'48'36" W 45.25'L52 N 11'53'41" E 38.33'L79 N 12'44'34" E 22.17
L26 S 58'35'49" W 33.53'L53 N 01'24'33' W 34.20'L~N 11'03'29" E 14.43
L27 N 84'44'34" W 27.76'L54 N 13'48'22" E 17.07'
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I, RODNEY E. MORRIS, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM A SURVEY MADE UNDER MY
SUPERVISION; THAT THE RATIO OF PRECISION IS 1/97,800;
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN
LINES PLOTTED FROM INFORMATION FOUND IN BOOK PAGE
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 11th DAY OF JANUARY, 2006.
THIS CERTIFIES THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS ALL
AREES REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
WETLAND DELINEATION
MANUAL~~' `~~
REGULARTORY OFFICIAL~'~Sr~s~-'~~~"~-~
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uNE rABLE
UNE BEARING DISTANCE LINE BEARNG DISTANCE UNE BEARING DISTANCE UNE BEARR4G DISTANCE UNE BEARING DISTANCE LINE BEARING DISTANCE
L1 S 23'4741' W 38.57 L31 538'34'28° E 8.78'l61 S 871728' W 31.79'L91 N 4212'26' W 11.49'L121 5 7519'51' E 17.42'L151 N 1600'23' E 34.54'
L2 S 01'51'19' W 75.22'L32 S 33'42'36' E 36.14'L62 N 8131'27° W 30.30'l92 N 49'49'35° W 17.60'L122 N 72'38'04' E 16.85'1152 N 0121'36` E 28.86'
L3 S 197757 W 60.30'L33 S 01'32'56' W 27.10'L63 N 51'58'19" W 64,61'L93 S 64'06'03' W 29.4b'L123 N 7810'29' E 13.55'L153 N 881718` E 17.53'
L4 S 37'43'18` W 34.56'L34 S 28'41'47` W 32.25'L64 k 1230'37' W 28.74'L94 N 69'05"28° W 16.22'L124 N 65'20'02° E 22.48'L154 N 10'45'23' E 21.32'
L~`S 06'47'42' E 25.68'L35 S 33'39'08` W 30.11'L65 N 80'49'16" W 35.07'L95 5 4219'09' W 17.39'L125 N 66'4736' E 15.68'L155 N 1112'39° W 24.96'
L6 S 2815'42' W 12.93'L36 S 0550'22' W 17.31'L66 N 77'54'36' W 34.81'L96 N 7270'45' W 27.71'L126 N 25'32'57° E 27.23'L156 N 0515'21' E 48.20'
L7 S 0513'57' W 46.13'L37 S 1319'41' E 27.49'L67 N 8254'57' W 66.02'L97 S 57'48'30" W 3.71'U27 N 455704' E 21.89'1157 N 26'45'53' E 11.26'
LB S 1051'06' E 26.53'L38 S 2756'56' E 26.33'L68 S 50'29'22' W 56.77 L98 S 3811'44° W 6.65'L128 N 0005'11' W 18.90'L158 N 03'44'36` W 27.90'
L9 S 1810'12" E 11,01'L39 S 0601'52" E 24.47'L69 S 32'29'42' W 47.33'L99 S 27'09'57' W 23.52'L129 N 21'44'33' W 00'L159 N 3716'22' E 35.12'
L10 S 2951'02' E 19.19'L40 S 0102'07 E 35.30'L70 S 2022'25' W 27.93'L100 S 39'42'44° W 22.48'L130 N 6332'48' E 5.78'L160 N 190753' E 57.04'
L11 S 1621'49` W 19.67'L41 S 00'26'28" W 23.10'L71 S 1911'49' W 26.21'L101 S 4859'22` W 14.74'U31 5 8903'44' E 12.99'L161 N 03'09'50` E 77.45'
L12 S 00'49'23' W 20.91'L42 S 04'49'57' E 21.25'L72 S 0251'14' E 31.76'UD2 N 6921'24° W 35.38'L132 N 20'32'22` W 5.00'L162 5 36'45'10' W 25.28'
L13 S 3323'58' E 36.10'L43 5 6759'19' W 23.05'L73 S 0054'00' E 5208'L103 S 78'38'30' W 26.50'L133 N 71'56'03' W 15.44'L163 S 16'38'23` E 18.25'
L14 S 12'40'10° W 27.63'l44 S 6200'10' W 28.10'L74 S 2901'51° E 15.87 L104 N 04'2706' W 8.93'1134 N 67'08'27' W 15.18'L164 S 443711" W 23.49'
L15 S 3520'37° E 28.82'L45 S 4908'16° W 3.57'L75 S 3303'18" W 15.93'L105 N 5671'45` E 11.41'L135 N 1612'29' W 2.00'L165 S 20'27'30' W 21.59'
L16 5 3031'06' W 32.49'.L46 N 221712' E 33.13'L76 S 0112'33" E 40.40'L106 N 31'25'03'41.70'L136 S 69'30'56' E 19.16'L166 S 01'46'12" W 18.60'
L17 S 7308'28° E 42.39'L47 N 0775'19° E 29.84'L77 S 0126'20' W 29.80'L107 N 04'3J'38' W 12.78'L137 N 84'36'35' E 7.53'L167 S 7235'41' W 30.13'
L18 S 2853'56' W 172.00'L48 N 0255'41' W 19.52'L78 S 12'30'40' E 31.06'L108 S 60'56'36' E 13.06'L138 N 36'39'01' E 22.96'L168 N 4872'20' W 4245'
L19 S 10'41'16' E 64.10'L49 N 1623'51' E 35.35'L79 S 4904'43' E 10.18'L109 N 677755° E 12.35'L139 N 05'39'04' W 33.24'L169 N 00'4b'S9' E 36.77
L20 S 24'31'15' E 119.54'L50 N 2026'59' W 18.15'LAO S 1218'23' E 54.30'L110 N 8218'12' E 19.43'L140 N 17'14'58' E 76.88'L170 N 44'31'40' E 28.83'
L21 S 5810'08' E 76.39'L51 N 28'42'56' W 29.83'LBt S 0512'13' W 45.59'L111 N 7619'15° E 10.11'L141 N 145750' W 49.38'L171 N 2952'11" E 39.53'
S 123527E 48.23'L52 N 1251'33' E 24.95'L82 N 1101'44' W 33.16'Li12 N 09'32'43' E 10.06'L142 N 0474'24' W 95.06'L172 N 2621'17 E 33.47
L23 S 0319'35' W 14.33'153 N 0114'11` E 24.39'L83 N 17'43'02' W 39.92'L113 S 5971'42' W 13.40'L143 N 2324'36' E 94.89'L173 S 7927'23° E 6236'
L24 S 4419'18" E 47.68'L54 N 0378'05" E 30.73'L84 N 12'23'01' W 28.05'L114 N 8378'50' W 16.51'L144 N 2450'00' E 64.97
L25 5 75'49'55' E 31.99'L55 N 2121'38° E 26.20'L85 N 06'45'00' W 30.44'L115 N 58'45'22' W 14.22'.L145 N 1628'33" E 89.50'
L26 S 5256'27 E 49.26'LS6 N 01'38'02' E 21.17 L86 N 0151'31' W 31.22'L116 N 5001'12' W 3.58'L146 N 40'06'54" E 37.24'
L27 S 6411'45' E 20.48'L57 N 002707 W 47.81'L87 N 14'41'42' E 29.26'L117 N 24'48'23' E 14.22'L147 N 7403'25" E 17.19'
L28 S 5515'06' E 39.83'L58 N 2203'15" W 59.58'LBB N 25'58'44' W 29.53'L118 N 585736' E 16.38'L148 N 8350'57 E 15.50'.
L29 S 20'31'54' E 51.39'L59 N 7257'13' W 23.95'L89 N 1828'58' E 18.62'L119 S 7902'31' E 17.25'L149 N 7453'09' E 26.81'
L30 S 3572'24' E 11.39'L60 N 49'49'08' W 44.94'L90 N 0973'53' W 18.55'U20 N 8733'52' E 15.29'L150 N 70'31'39' E 15.27
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I, RODNEY E. MORRIS, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM A SURVEY MADE UNDER MY
SUPERVISION; THAT THE RATIO OF PRECISION IS 1/97,800;
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN
LINES PLOTTED FROM INFORMATION FOUND IN BOOK PAGE
THAT 1HIS PLAT WAS PREPARED IN ACCORDANCE K11H G.S. 47-30
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGIS1RATlON
NUMBER, AND SEAL THIS 11th DAY OF JANUEARY, 2006.
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L`«`O ~ THIS CERTIFIES THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS ALL
AREAS REGULATED PURSUANT TO SEC110N 404 OF THE CLEAN WATER
ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDIC110N MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FlVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
WETLAND DELINEATION MANUAL.
REGULARTORY OFFICIAL
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DATE ~Sl a C
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USACE AC110N ID ~~~1Q`