20031295 Ver 1_COMPLETE FILE_20031020

WEI?WDS 1401 GROUP
... oCT 2 p 2003
??-, SECTION
wpTERQUALITY
Office Use Only: 031 Form Version May 2002
6
'USAC)E Action ID No. DWQ No. 296
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
RrSection 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
8401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
la
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:
11. Applicant Information
2.
1. Owner/Applicant Information
F-
Name: t?JC. iAzo Se-o-r PA,47
Mailing Address: O9 W&H GATE N
Telephone Number:1 7- 508' 8 SZ Fax Number:
E-mail Address: _ __
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: EDptE RqA'-Akl
Company Affiliation: 1-lI N d- PCB 151 f • C,
Mailing Address: ISO A 5, k&AvJ I
rAm DeAl M xG , Zn gZI
Telephone Number: ZSZ 51 S 2913 Fax Number: ZSZ-338-S55Z
E-mail Address:
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 roust include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than l l 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.
Name of project: VjeT?.AMO E)ELIKlEAT1W FOP-4flCNAW
2. T.I.P. Project Number or State Project Number (NCDOT Only): KIA
3. Property Identification Number (Tax PIN): AZ LOT 5(`1 LOT S7 n4U(O HACWC-
SU5D%VtstoAl IMtO A Sit-t-T1?JAN&LE P,a¢u, 5TID
4. Location 1 i? P t?TEF
County: PP_ML)JV AAaS Nearest Town: fl?Tfm-,>
Subdivision name (include phasellot number): /Z efaf ' NWU& ZZ09. Sec. D
Directions to site (include road numbers, landmarks, e c.): 91 T}t OF - 0 F
STATE SAD 1.'3"79 AND '5F- l41"- (? NUZL;,K1 - AtL + 9 AC?_FWT7r.A(L)
5. Site coordinates, if available (UTM or Lat/Long): Y4 A
(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): _1 i o 7 7. Nearest body of water (stream/river/sound/ocean/lake): IEOPPA C4EO-
8. River Basin: RA5MUOTAKL_
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/adm.iu/m.op .)
9. Describe the existing conditions on the site and
at the time of this application: LLtO1 eO
L, 2P_--,IDEMT1At_ Azek
land use in the vicinity of the project
r).?[TIA t _ LoT- t.t f tT?l-! l U?
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: TU eiLA-
404 4eeA To ACCESS 0 i LPAe t-;6?CM OP Lo'b` , _ AC-eA
IV.
V.
V1.
11. Explain the
TO -A LLc%u..-) ACC., S S 1-d -
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 inibrmation. 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.
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
At-ok1(o W M+1 VE .{- e vr\ CT` NDN ? tNu
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.
Page 7 of 12
(-&) 1 LA- ISe? Q D'C \J
Provide a written description of the proposed impacts
l PACT (D, O (o AAc, Cj F_ W e i LA K.tD
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2. Individually list wetland impacts below:
Wotland Impact
Site Number
indieatu on map)
Type of Impact* Area of
'Impact
acres Locatod within
100-year I'loodplain••
('es/no) Distance to
Nearmt Stream
(linear feet)
Type of Wetlands"
F t l? 0 ,0(0 yes ©? r esr?o w L

* List each impact soparately and identify temporary impacts. Impacts include, nut are not nmueo to: mecnamzuu ctee,utg, g,auwng, 1111,
•? excavation, flooding, ditching/drainage, etc. For dates, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FIRMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FIRMA Map Service Center at 1-800-358-9616, or
online to ),j1P:ff www. Tema. Wv,
••• List u wetland type that best describes wetland to be impacted (e.b., freshwater/saltwater marsh, forustud wt:iland, beaver pond,
Ciuolina 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: t LE) Ac-
Total area of wetland impact proposed: O t O(0 AL_
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Typo of Impact" Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
loaso specify)
LAO 1 --

• List each impact separately and identify temporary impacts. impacts utetude, out are nor nmrrea to: cuivens artu womiau:u utrlut,,
durns (separately list impacts due to both structure and flooding), relocation (include linear feet belbre and aflcr, and net loss/guin),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If atroim relocation is
proposed, plans and pro111es showing the linear footprint for both the original and relocated streams must be included.
•• Stream names can be found an 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.u?ggg?rv,. Several internet sites also allow direct download and printing of USGS maps (e.g., M%% t_ofozonc.com,
www.munq?ieF?; corn, etc.).
?0m1?
Cumulative impacts (linear distance in feet) to all streams on site: A '
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on mu
Type of Impact Area of
Impact
acres
Name (if me applicable) ody Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List cacti impact depurutely unO igenury temporary unpacce. mpucto uwluuc, vv o,? ?•?• •••••?•?? •• -»•-••? -•--o o.
flooding, drainago, bulkheads, ute.
5. Pond Creation
If construe ' of a pond is proposed, associated wetlanstream impacts should be
included above -"e wetland and stream impact s ns. Also, the proposed pond should
be described here an strated on any maps ' uded with this application-
Pond to be created in (chec that ap uplands stream ? wetlands
Describe the method of constr (e.g., dam/embankment, excavation, installation of
draw-down valve or spillwa , tc.):
Proposed use or ose of pond (e.g., livestock
local stone er requiretnent, etc.):
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.
I.i- inC A C??I I r_ t_AAIG_ 17V-1 itIx:;7- t=t?..UATeV A- ?"e: ue;
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VIII. Mitigation
M I VOW
DWQ - In accordance with 15A NCAC 211 .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.
Page 9 of 12
irrigation, aesthetic, trout pond,
........ .. ...... .. rrrr nl r7P7 --[n (`Ah? IT'11/',
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Pennits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are riot 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
httn //h2o enr state nc us/ncwetlands/strm ,ide.h.tml.
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.
AVIV^_ . - n-lk I I t= yr ,l ??e,.-?n 11 tai AeF:-=7 Ef4E?1'1R tit ML C,,
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.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):____
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/statc) funds or the use of public
(federal/state) land?
Yes ? No N
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 finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final 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 froin the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No M If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone" Impact
(square feet Multiplier Required
Miti ation
l 3
2 1.5
Total
* 'Lone l extends out 30 feet perpendicular ft rn near NO of channel; Zone 2 extends an
additional 20 rect from the edge of Zone. I.
Page I l of 12
[f buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260. t I ^ I
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
K10ME ri 41L_5T1Y`I (t_11 AKD AE, 00T
s
l I rVl PEP0tcu S AT f:?i?JAL_
/r7A1 ST20 LT7i M Al_t_ IrUKtOFF wLu. 0?E :5 ee-T t=ccxv Cue-- Vi
X111. 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
(tit C'AeWnto seem- S /ST?rh Foe. 5196,Lt FA-mtt-4 00"E
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No Z
Is this an after-the-fact permit application?
Yes (] No 91
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or outer issues outside of the applicant's control).
/0//s-/v3
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided)
dTAO;:7
AW4EA S
Page 12 of 12

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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF THE SECTION 404 OF THE
CLEAN WATER ACT UNDER THE PRESENT LAW AND REGULATIONS
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS A 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.
U AMY CORPS OF ENGINEERS
PERMIT OFFICER
A
THIS IS NOT A BOUNDARY SURVEY. THIS MAP IS TO
SHOW 404 BOUNDARY INFORMATION AS DELINEATED
AND VERIFIED BY THE US ARMY CORPS OF ENGINEERS.
BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY
BY HYMAN & ROBEY, PC, DATED SEPTEMBER 5, 2003.
CAROC
ESsio• .
SEAL
L-26901
EDWARD . HYMAN, ?R,
P.L.S. L-2690
404 LINE TABLE
LINE LENGTH BEARING
PROPERTY CORNER "A" TO 1 15.01' 573'31'00"W
#1 TO #2 38.40' S05'26'49"W
2 TO 3 63.34' S1 6'36'39"E
3 TO 4 31.43' S00'35'42"E
#4 TO #5 45.12' S1 0'38'43"W
#6 TO # 7 31.53' N37'45'40"E
7 TO 41.70' N35'30'41"E
#8 TO #9 37.48' N00'46'32"W
#9 TO #10 27.43' N10'05'03"W
#10 TO #11 15.41' N10'05'03"W
#11 TO PROPERTY CORNER "B" 122.17' S48.53'00"W_
?F
LEGEND
Q PK NAIL
QQ EXISTING REBAR
0 SET IRON REBAR
0 POINT
BOUNDARY LINE
- -RIGHT OF WAY LINE
- - -PROPERTY EXTENSION
- - - - - -404 WETLANDS
LINE TABLE
LINE LENGTH BEARING
L1 25.46' S 23'54'36" W
L2 22.48' S 35'44'51' W
GRAPHIC SCALE
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SEE DETAIL A
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UPLAND ACREAGE: 0.89 AC.
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VICINITYMAP
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NOTE. CONVEYANCE
EXTENDS TO WA TERS EDGE.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF THE SECTION 404 OF THE
CLEAN WATER ACT UNDER THE PRESENT LAW AND REGULATIONS
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS A 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.
U AMY CORPS OF ENGINEERS
PERMIT OFFICER
L
A
THIS IS NOT A BOUNDARY SURVEY. THIS MAP IS TO
SHOW 404 BOUNDARY INFORMATION AS DELINEATED
AND VERIFIED BY THE US ARMY CORPS OF ENGINEERS.
BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY
BY HYMAN & ROBEY, PC, DATED SEPTEMBER 5, 2003.
,,,1111?u1q??,'
CARO
SEAL
L-2690
fill 111
EDWARD T. HYIN N, JR,
P.L.S L-2690
I~ 18.00'
CRUSHED
STONE 12,00'
3'1 4.00'
? ?? - DETAIL A
NOT TO SCALE
555 r v3?
? 63 39,0 39P FOB/?j-
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1/2 LOT 86
PROPERTY CORNER "B"

PROPERTY CORNER "A"
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46,690 SF. `y
1.07 ACRES
BY COORDINATE METHOD
WETLAND ACREAGE: 0.18 AC. \
UPLAND ACREAGE: 0.89 AC.
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LINE LENGTH BEARING
PROPERTY CORNER "A" TO #1 15.01' S73'31'00"W
#1 TO 2 38.40' S05'26'49"W
#2 TO #3 63.34' S16'36'39"E
#3 TO #4 31.43' S00'35'42"E
#4 TO #5 45.12' S1O'38'43"W
#6 TO 7 31.53' N37'45'40"E
#7 TO #8 41.70' N35'30'41"E
8 TO #9 37.48' N00'46'32"W
#9 TO #10 27.43' N10'05'03"W
#10 TO #11 15.41' N10'05'03"W
#11 TO PROPERTY CORNER "B" 122.17' S4853'00"W
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NOW OR FORMERLY
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2,454 SF.
PROPOSED FILL
AND DRIVEWAY 0.06 ACRES
SEE DETAIL A
LEGEND
PK NAIL
QQ EXISTING REBAR
0 SET IRON REBAR
• POINT
BOUNDARY LINE
- -RIGHT OF WAY LINE
- - -PROPERTY EXTENSION
- - - - - - 404 WETLANDS
LINE TABLE
LINE LENGTH BEARING
L1 25.46' S 2354'36" W
L2 22.48' S 35'44'51" W
GRAPHIC SCALE
0 30 60 120 180
( IN FEET )
1 inch = 60 fL
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VICIN17YIWAP
NTS
NOTE. CONVEYANCE
EXTENDS TO WATERS EDGE.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF THE SECTION 404 OF THE
CLEAN WATER ACT UNDER THE PRESENT LAW AND REGULATIONS
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS A 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.
U AMY CORPS OF ENGINEERS
PERMIT OFFICER
IL
THIS IS NOT A BOUNDARY SURVEY. THIS MAP IS TO
SHOW 404 BOUNDARY INFORMATION AS DELINEATED
AND VERIFIED BY THE US ARMY CORPS OF ENGINEERS.
BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY
BY HYMAN & ROBEY, PC, DATED SEPTEMBER 5, 2003.
?\A CARO
• P SEAL
-2690
• •• Pa
EDWARD T. H ,
P.L.S. L-1690
I~ 18.00'
CRUSHED 12.00'i
STONE I
3'7 4.00'
DETAIL A
NOT TO SCALE

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t16?i??33'`w 1,.
? N6025pK 1N C
10 19
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404 LINE TABLE
LINE LENGTH BEARING
PROPERTY CORNER "A" TO #1 15.01' 573'31'00"W
#1 TO #2 38.40' S05'26'49"W
2 TO #3 63.34' S16'36'39"E
#3 TO #4 31.43' SOO'35'42"E
4 TO #5 45.12' $10'38'43"W
TO 7 31.53' N37'45'40"E
#7 TO #B 41.70' N35'30'41"E
#8 TO 9 37.48' N00'46'32"W
#9 TO #10 27.43' N10'05'03"W
#10 TO #11
?=
= 15.41' N1O'05'03"W
11TO PROPERTY CORNER "B"
# 122.17' 548'53'00"W
PROPOSED
24" CULVERT
4
46,690 SF.
1.07 ACRES
BY COORDINATE METHOD
WETLAND ACREAGE: 0.18 AC. \
UPLAND ACREAGE: 0.89 AC.
/ / `7
' If
I I 75.80'
N41'07'00"W
HURON TRAIL '
(60' RM)
(UNIMPROVED)
/ NOW OR FORMERLY
LESTER SIMPSON
f$'
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APPROX. AREA
OF WETLANDS
TO BE FILLED
2,454 SF.
0.06 ACRES
PROPOSED FILL
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SEE DETAIL A
LEGEND
GRAPHIC SCALE
0 30 60 120 180
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- -RIGHT OF WAY LINE
- - -PROPERTY EX7ENSION
- - - - - -404 WE7ZANDS
LINE TABLE
LINE LENGTH BEARING
Lt 25.46' S 23'54'36' W
L2 22.48' S 35'44'51" W
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THE BOUNDARY OF THE JURISDICTION OF THE SECTION 404 OF THE
CLEAN WATER ACT UNDER THE PRESENT LAW AND REGULATIONS
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS A 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-
US AMY CORPS OF ENGINEERS
PERMIT OFFICER
A
THIS IS NOT A BOUNDARY SURVEY. THIS MAP IS TO
SHOW 404 BOUNDARY INFORMATION AS DELINEATED
AND VERIFIED BY THE US ARMY CORPS OF ENGINEERS.
BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY
BY HYMAN & ROBEY, PC, DATED SEPTEMBER 5, 2003.
%,uuni4'p.1,
t? CARO
?O?OFESS/OC/ 9
' SEAL
?L-2690

EDWARD VT. HYMAN, JR,
P.L.S L-2690
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STONE (F ~I
3'1 4.00'
DETAIL A
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NOW OR FORMERLY
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404 LINE TABLE
LINE LENGTH BEARING
PROPERTY CORNER "A" TO #1 15.01' 573'31'00"W
#1 TO #2 38.40' S05'26'49"W
#2 TO #3 63.34' S1 6'36'39"E
3 TO 4 31.43' S00'35'42"E
#4 TO #5 45.12' S1 0'38'43"W
#6 TO # 7 31.53' N37'45'40"E
#7 TO #8 41.70' N35'30'41"E
#8 TO #9 37.48' N00'46'32"W
#9 TO #10 27.43' N10'05'03"W
#10 TO #11 15.41' N10'05'03"W
#11 TO PROPERTY CORNER "B" 122.17' S48'53'00"W
?F
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LEGEND
PK NAIL
O EXISTING REBAR
0 SET IRON REBAR
• POINT
BOUNDARY LINE
- -RIGHT OF WAY LINE
- - -PROPERTY EXTENSION
- - - - - - 404 WETLANDS
LINE TABLE
LINE LENGTH BEARING
Lt 25.46' S 23'54'36" W
L2 22.48' S 35'44'51" W
GRAPHIC SCALE
0 30 60 120 180
( IN FEET )
I inch = 60 IL
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UPLAND ACREAGE: 0.89 AC.
l
17
11
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75.80'
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(UNIMPROVED)
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VICIN17YMAP
NT5
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF THE SECTION 404 OF THE
CLEAN WATER ACT UNDER THE PRESENT LAW AND REGULATIONS
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS A 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.
U AMY CORPS OF ENGINEERS
PERMIT OFFICER
L
A
THIS IS NOT A BOUNDARY SURVEY. THIS MAP IS TO
SHOW 404 BOUNDARY INFORMATION AS DELINEATED
AND VERIFIED BY THE US ARMY CORPS OF ENGINEERS.
BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY
BY HYMAN & ROBEY, PC, DATED SEPTEMBER 5, 2003.
\AESSR???
' a SEAL
L-2690
?M
EDWAR T. HYMAN, JR,
P.L.S. L-2690
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NOTE. CONVEYANCE V
EXTENDS TO AATFRS EDGE.
f-18.00'
CRUSHED 12.00'~
STONE (~ I
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DETAIL A
NOT TO SCALE
n
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/ PROPERTY CORNER "A"
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1,07 ACRES
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WETLAND ACREAGE: 0.18 AC.
UPLAND ACREAGE: 0.89 AC.
tit I
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PROPERTY CORNER "B"
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75.80'
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91 sR (60' R/W)
(UNIMPROVED)
404 LINE TABLE
LINE LENGTH BEARING
PROPERTY CORNER "A" TO #1 15.01' 573'31'00"W
#1 TO #2 38.40' S0526'49"W
#2 TO #3 63.34' S16'36'39"E
#3 TO #4 31.43' S00'35'42"E
#4 TO #5 45.12' S1 0'38'43"W
#6 TO # 7 31.53' N37'45'40"E
#7 TO 8 41.70' N35'30'41"E
8 TO #9 37.48' N00'46'32"W
#9 TO #10 27.43' N10'05'03"W
#10 TO #11 15.41' N10-05'03"W
#11 TO PROPERTY CORNER "B" 122.17' S48'53'00 "W
PROPOSED
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NOW OR FORMERLY
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APPROX. AREA
OF WETLANDS
TO BE FILLED
2,454 SF.
0.06 ACRES
PA' NAIL
Q EXISTING REBAR
0 SET IRON REBAR
• POINT
BOUNDARY LINE
- -RIGHT OF WAY LINE
- - -PROPERTY EXTENSION
- - - - - -404 WETLANDS
LINE TABLE
LINE LENGTH BEARING
L1 25.46' S 23'54'36" W
L2 22.48' S 35'44'51" W
GRAPHIC SCALE
0 30 60 120 180
( IN FEED )
I inch = 60 M
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF THE SECTION 404 OF THE
CLEAN WATER ACT UNDER THE PRESENT LAW AND REGULATIONS
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS A 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.
U AMY CORPS OF N IN
PERMIT OFFICER
A
THIS IS NOT A BOUNDARY SURVEY. THIS MAP IS TO
SHOW 404 BOUNDARY INFORMATION AS DELINEATED
AND VERIFIED BY THE US ARMY CORPS OF ENGINEERS.
BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY
BY HYMAN & ROBEY, PC, DATED SEPTEMBER 5, 2003.
,??c ru u n rprrr
?,?o?,?•FESSR??i
'a SEAL
L-2690
?J inY
EDWARD T. HYMAN, JR,
P.L.S. L-2690
f- 18.00'
CRUSHED 12,00'
STONE I~
3'1 4.00'
DETAIL A
NOT TO SCALE

Q?
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1/2 LOT 86
PROPERTY CORNER "B"
?F
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/ PROPERTY CORNER "A"
46,690 SF.
1.07 ACRES
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WETLAND ACREAGE: 0.18 AC.
UPLAND ACREAGE: 0.89 AC.
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404 LINE TABLE
LINE LENGTH BEARING
PROPERTY CORNER "A" TO #1 15.01' S73'31'00"W
#1 TO #2 38.40' 505'26'49"W
#2 TO #3 63.34' S16.36'39"E
#3 TO #4 31.43' S00'35'42"E
#4 TO #5 45.12' S1 0'38'43"W
#6 TO # 7 31.53' N37'45'40"E
#7 TO #8 41.70' N35'30'41"E
#8 TO #9 37.48' N00'46'32"W
#9 TO #10 27.43' N10'05'03"W
#10 TO #11 15.41' N10'05'03"W
#11 TO PROPERTY CORNER "B" 122.17' 548'53'00"W

PROPOSED 7
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NOW OR FORMERLY
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LEGEND
PA- NAIL
QQ EXI577NG REBAR
0 SET IRON REBAR
• POINT
BOUNDARY LINE
- - RIGHT OF WAY LINE
- - -PROPERTY EXTENSION
- - - - - -404 WE7LANDS
LINE TABLE
LINE LENGTH BEARING
L1 25.46' S 23'54'36" W
L2 22.48' S 35'44'51" W
GRAPHIC SCALE
0 30 60 120 180
( IN FEET
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TRAIL m?
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KCINITYMAP
NTS
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF THE SECTION 404 OF THE
CLEAN WATER ACT UNDER THE PRESENT LAW AND REGULATIONS
AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS
THERE IS A 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.
U AMY CORPS OF N IN
PERMIT OFFICER
THIS IS NOT A BOUNDARY SURVEY. THIS MAP IS TO
SHOW 404 BOUNDARY INFORMATION AS DELINEATED
AND VERIFIED BY THE US ARMY CORPS OF ENGINEERS.
BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY
BY HYMAN & ROBEY, PC, DATED SEPTEMBER 5, 2003.
CARO
0 ti '
SEAL
L-2690
EDWARD HYMAN, JR,
P.L.S. L-2690
Q?
?l[O
NOTE. CONVEYANCE VV
EXTENDS TO WATERS EDGE.
f-18.00'
CRUSHED 12.00'-1
STONE
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DETAIL A
NOT TO SCALE
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PROPERTY CORNER "A"
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n 1.07 ACRES
N BY COORDINATE METHOD
WETLAND ACREAGE: 0.18 AC. \
UPLAND ACREAGE: 0.89 AC.
,2 I
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404 LINE TABLE
LINE LENGTH BEARING
PROPERTY CORNER "A" TO #1 15.01' S73'31'00"W
#1 TO #2 38.40' 505'26'49"W
2 TO #3 63.34' S1 6'36'39"E
3 TO 4 31.43' S00'35'42"E
#4 TO #5 45.12' S1 0'38'43"W
#6 TO # 7 31.53' N37'45'40"E
#7 TO #8 41.70' N35'30'41'E
#8 TO #9 37.48' NDO'46'32"W
#9 TO #10 27.43' N10'05'03"W
#10 TO #11 15.41' N10'05'03"W
#11 TO PROPERTY CORNER "B" 122.17' S48'53'00"W
J
75.80' _I
N41'07'00"W
HURON TRAIL '
(60' RM)
(UNIMPROVED)
PROPOSED A
24" CULVERT
0
NOW OR FORMERLY
LESTER SIMPSON
5
0 APPROX. AREA
OF WETLANDS
TO BE FILLED
PROPOSED FILL 2,454 SF.
AND DRIVEWAY 0.06 ACRES
SEE DETAIL A
LEGEND
Q PK NAIL
Q EXISTING REBAR
0 SET IRON REBAR
• POINT
BOUNDARY LINE
- -RIGHT OF WAY LINE
- - -PROPERTY EXTENSION
- - - - - - 404 WETLANDS
LINE TABLE
LINE LENGTH BEARING
L1 25.46' S 23'54'36° W
L2 22.48' S 35'44'51' W
GRAPHIC SCALE
0 30 60 120 180
( IN FEET )
1 inch = 60 tL
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