20071835 Ver 1_Application_20071029

AYE`}~E~~~
~~~~~~ ~~,"fie) 0 7- 1 8 3 5
~.~
Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I.
II.
Processing
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: NWP 14
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: ^
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:
Applicant Information
Owner/Applicant Information
~~~I~~~ ~
OCT ~ g 2007
Name: Leon Hardee ~~Nr{ `anif ~~~~
Mailing Address: 1156 Autumn Lakes WETLAND4AfVD5TORMW.ATERBRANCH
Grimesiand, N.C. 27837
Telephone Number: 2527527921 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 authority for the owner/applicant.)
Name: Jav Johnson
Company Affiliation: Bluewater Environmental Services
Mailing Address: 1473 Boyd Galloway Rd.
Grimesland, N.C. 27837
Telephone Number: 252 3419802 Fax Number:
E-mail Address:
Page 5 of 13

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: Bedford Heights South
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
Property Identification Number (Tax PIN): DB 1296 PG 467
4. Location
County: Pitt Nearest Town: Greenville
Subdivision name (include phase/lot number): Bedford Heights South
Directions to site (include road numbers/names, landmarks, etc.): Hwy 33 E. out of
Greenville to Blackjack Simpson Rd. follow to Beddard Rd. Project is on left side of_S
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.5564 °N
6. Property size (acres):
12.15
attach a sheet that
76.2775 °W
7. Name of nearest receiving body of water: Juniper Branch
8. River Basin: Tar -Pam
(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/admin/ma~s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential. Rural
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used:Subdivision
development, Typical land clearing and road building equipment: dozers, backhoes,
road graders, dump trucks.
11. Explain the purpose of the proposed work:For development of a residential subdivision
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.LP. project, along with
construction schedules.USACE has not been onsite to look at wetland delineation. No
permits have been applied for in the past and do not anticipate any need for permits in the
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.
Unknown
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
Page 7 of 13

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:Wetland impacts associated with a
single road crossing
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,
se arately list im acts due to both structure and floodin .
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)
A Fill Herbaceous no >300' .03

Total Wetland Impact (acres) .03
3. List the total acreage (estimated) of all existing wetlands on the property:+/ 6.88 acres
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 ly length X width, then divide by 43,560. N/A
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial o~
Intermittent. Average
Stream Width

Before Im act Impact
Length
)
linear feet Area of
Impact

acres)

Total Stream Impact (by length and acreage)
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.NONE
Page8ofU

Open Water Impact
Site Number
(indicate on ma)
Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water [mpact (acres)
6. List
the cumulative impact to all Waters of the U.S. resulting from the project;
Stream Impact (acres):
Wetland Impact (acres): .03
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
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.
N/A
8. Pond Creation N/A
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.):
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.Impacts are associated with
only one road crossing on the entire tract. Area being crossed has reduced area of wetland
impacts Only filling wetlands associated with the road crossing. No other wetlands will be
impacted.
Page 9 of 13

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 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 USACE 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
http://h2o.enr.state.ne.us/ncwetlands/strm~ide.html.
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.
No mitigation is proposed at this time.
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
[phone] 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 http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:N/A
Amount of stream mitigation requested (linear feet):
Page 10 of 13

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 appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
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. Stormwater from tract will sheet flow through
vegetated uplands prior to entering wetlands.
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.
Onsite~;ravity septic systems
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
XIV. 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
http:!/h2o.enr.state.nc.us/ncwetlands. 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
Page 12 of 13

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).
N/A
b/2.S/v
Applicant/~ent's~ignre Date ~
(Agent's signature is valid only i an authorization letter from the applicant is provided.)
Page 13 of 13

Agent Authorization
I certify that Baldwin and Associates has the permission to submit a Wetlands
Crossing permit to the environmental review agencies for the Bedford Heights
South Subdivision on my behalf.
~I
/i~ / i
eon Hardee
/ J i" V ~' /
Date

TopoZone -USGS Greenville SE (NC) Topo Map
Page 1 of 1
.~
fi:T:,cz~.~ ~_ ~.~ _.-.. ~ - -mow; ,, , ~ . ~
~~. , ~ ~ • g! 1 _ - , _ - t - ~f~ .,' ,a ~:
t A'` _
-
y; j ,'
~ . , '~' Motile tame \; ~ ~'` i

t „'-
~ ~=--__Jl ~ f • `J
/ ~ •`- _ _ a~._ 4 i~ ~'i~~.,_ `fit` f'~.._...
`~
. • -_
~l
~~ • ~' r f 51
~ • ~

h

,~
~,~"`~ --~ ~e
` - _ -
~ `~ 'i '1
i ---
J ,
; ..~+ ~. •_.l~.~i .tom.. ~
I
r
~
~ _
ti
! -' ! '_t~ i ~
-
~ _ i S l
`' ~-~-
._.:_ 5 `'S ~'.' t ~ •l4. is ~„^.
;~' ( 1 r i 4~,, fit;
-.-~
~ 1 ~' -, 9
.+~~. ~ f 1~~ '.~ j
~ ,
', f'- ~ ,
--
'
-1
; r'
•
~
~
~
~
~`~ _
.~
~
~
~
t
e,
-` r-v' ~ _ -----
I ~
~
~
-~4
_ ~:-=
i'-~'- ~;'±;
- -
J r~s -" ~;
--
~
- /
'
~ .~
'
.,}~, ;
,
_ c--~ .;~
,---'' h, `~ '~ ,-
~~ -~ ~~' ~ f~~.
A1o~te Hoare ,.-.~

/ i

/'' ~ - '1
r '
S ff'L { .S
`r `
,
~ ~ _ - I ~

•
~ ^
,
~ ' _
., 4:- - ten,
-~,i} '~~ ~ X ~~ /fs~
t ~~ i
'r ~

~ ~ i
• 1 J

~ ~'

-. ;
~
J ~ r « '..
": y
~ 1

X ~aQ
f'S ! ~ K 1
0.3 0.6 0.9 1.2 1.5 km
4.2 0.4 0.6 0.8 1 mi
35° 33' 24"N, 77° 16' 38"W (NAD27)
USGS Greenville SE (NC) Quadrangle
Projection is UTM Zone 18 NAD83 Datum
hr~
h~l=-9 . ?51
G=-1.3c5

__ ,.
~,
~1 ~~ '_i ~1 ~_
/ 4 i -_ ,~~ ~ ~' ~ ~ ~ .
:, ~ -~ ~ ,, _ ,;~ ~ E I P ~
- - -EX. 24" RCP M ~ ~; ~ O ;~, ,EIP ,
M ~ , ~°~ ~ ROAD CROSSING IMPACT
N V 41 . ~ ~~ E I ~'
- , ,,
r _
~ ~`~ 11 ~ ~ ,_ _ - _ __ c~ ~,
LiJ
EIP ~ ' ` ~_ - ,~ `~
EIP IP ~ - ~. _ ~ m
z 1 2.49' - _ _ __ ~
-.~ ~ ~
n if I ~~ ~ ~ Q
;. 4 I 'fix : ~ - .
CTS
o ~ ~~ Q ~
~ - ~~. X ctEs, ~ O
..
o ,,
h
~-
~~
~;~ ~~„ n, -- 1~~~
~~ ~ _ r--
_- ~ _=
..
~,
` ~ {
_ ~
__
_ ~ ~, ~
__
__ _ ,, ~
30' DR ASE _ _ _ _,
- --____
_ - _ I ~ ~
E ~ ~~
~ EAS E M E
i ~ I ~
-" _ I i i
~ i 1~ ~~
\ ~ - ~~ ~
~-~ ~ ~ ~_ I I i I

d (Joins sheet 51-) ~..--_---____=~:`~`_`_"`'~ \ --u_ati '~ ( , /, --\1u
f ttk~ .. ~ T665-000 FEET ,
ll"~'
1'nY1o0•N Iro
•' ~ i IN n 197 IY)1 1•rl•1 plwlop•pny. Poalhon• of 6,000 1001 pld IICAa •r• •ypraalrnal• •nd La a•d on IM Nollh C•IPlin• coordin•Ia aralam.
iMt Ily•p y Mt •1 ~ NI wle 1 ! ./ Nu 01 • NII Wry.
' ..4~i,tlw•..+a ~t..ws;ydsaMdro+rr~a.:., V W tM Unnaf SI 1 . U v 1 . 1 0l At n S 1 Oonau..hon 5•r. Ia,
~'~"•'~~~' ~"~'W~' Y1'AMbr1Y11Y.,yty -,a„11•. and Iha Nor lh C:.rPh n. Arlicull ur al E.
PholePaaa burn 1911 aerial PI olo '"•r•y" ••'~~~• ..-~.~~+..~......... p•rlrnanl Slahun.
yra PhY~ Poalllona of 6 0001001 yr'd 1 k Ira '~ ~~•~ '"'•""""` _"••~~ -
aPPro.irnal• and La aed on ,he North Catuhna __•~~ ~~„~••-, ~-'~••"'~•" ~"~"~~`
N coos male fyslem. ~ "-~-`~`-'~- - - _
W
- i- ~ -- ~ ?
---
• '~~a --- - I _._ (loins sheet SO)
,,, ';
n ty:-'' Q a Wa ~ o~x,kF.Y~ - , ~,.- N` vl f _ 6osouoFetr
Ql ~~ ~ W f ~, •~yY .,I ~ry,.. •• ~Vr JL ~ j't 1k~y ,tyl'F.~,~1,Yi~1L~.~ K ~I~M 11-`"a~ r{ ' ~p~: i r.t-. ~-._ _ ._._ _
.q , O} i gKrr'r .,i".1Cf '. f ()O ,.'[' . ` ~~~..~ r tl ~ , ~ Q~~~ r`Y~~ s i ~~~ r~ J " ;` ~ r,~r •ry: w• r'y~ - ~. _~
' gib.: t ~/ Cp ...~ t ~ t b' m r- '!~ „~, ~ ~.~1 ~'.~1 ,"'eYr~¢'~! h ~f :, d n:~ ai ;'~iR~- m
.I•~ O\~ b~ ~ 1~: 7 a ~6~ CD .' .g '?,~.tJ ~ 1.! # ' ~ , t ~+:~i r~ ~ • / ti~b~ ~ m ~'e '
S to W ~ ~ • p; ~ W ~a D +~! .. / f 1~~rtrrt~G*Ll`fi' , 1,+. ~~
y.y.""~". ~ y., ,_, O -~•~4i:~; .¢~ T`t'~i " ' O //(//'d' ~1 O~CY ,t, ~~~;7CO ~'r~4. "' CD
l' 11
~~~~t t',,1 ~ ~ I-- t, ~1,~ ~~`",~ 4 -`bl3r~~ D 00 m m Z o ,~'~~,t r~~ {~ ,r `e•"t`'~
O c~ NrB2 h ~+: '~ t • ~~~<~,~~ x ~~ to _, n
. 1 O W '~ D D O T ~~1it~~ ~+ ~qyC i.. 1 ~n,,~, i ,E. " D y.; \ o z z ~ `, ~ ~
~r. rr,tr '.d ~ ~ IJ ~:Sr~,r ~. x~. O r~, t~ Z pp r„ r
y yr~jU~~ CD ~~:. ti T ' .h z ~ usl';~,' ,q ~'hl ~ C'r r 1 . n .
e~lj~tip~r~ tt L7 0 / d ~~~ y D ~ ~ ~; ~ ~•a1 ~ t''y Z ~ .~' o . -
``LL~L `y~ iyyS O W m a ,~ ~ O Z r i 't,.,ny o T' r i,• W ~ ~
,,$.f' t~ D ~ ~ ' ~: z • ~ ~ ~' ~ ~ r ~lkN ~`Y;+ ~,~: t ~.9 ~ n n a
ayl~ ~,'4`~I~a.Ra p /q''r t ~ t~}}pQii11 t 'l~$" ti,r r}, ~,~' a,•, '.~~ , y ;O o W ~
~I.S~'~ rt. ~, i*V'K+~ ~ O N { CD 7~ I ~ ~ y `1::ii' ~ < ,
~ ' ,-; 111 V t Q •' ~ • C ' 1N ~-~ ` ~
't" ~~3: ..{~~ ,,,~~, ~ ~~ W ~ ,5, ~ ~ ~ ,n ''~ ~~ >' _ ,,,~T*'at,~ '*~`y~n ~~ Af _ ~~`\ °~ .x.41 Z ~. _
~<I^ ` a ~~il xU'i.1r`n d AT ~ ~1i (~ tV • Y:L~ f~ ~F-'S - ~ r
i ~t •~.~~' J rl O Ir ,~i ~ CA
~.y ~ ~~, ~~. v r: o W tyZ W ,y . d r~ ~ '' ~ i o P a~~'ic?ti, ;.~ ~{ ' 1 •} ~~t ` ya.a'~'. 4~ ~ }~ • W ~, . , y a ry ~ ' ~~ -i
~'',,C}. ~~~-^i•~~~'~ltt~t~ ~ D r~„~~'_'t ;, t Z aJ .>," ~" r 9•~~l a q~ 0.~ y. 1 .y ~ d ~ 6: W o.
.~ y~ a. t i`"~ ; . "~ +< .»,' o ~ 1 ,, r ~ W r ' ~? i'ri 1 +~.. .~O m / D .
s 1 ;yL !'~ti ~ y ~~~ '4` -. + f, X09 ~ m ~ .;. a ~" ,1 r~ o ,~~ ~k l~ ~'~~"r° c ~ i.' ~ a ~ ~
„~,r,~~l,, b^ t'' ~~1,r ry te` ;T"L_~ +9 W ~ ~,a crfc~i lyyt. ~(s e.'• m ,, -
g~ r t~C~ti~{''0, t~+.'~ff •_•, • S <;,~~i ~ 'r 1{' m
~? m ~ r fkq OcB, e , o •1 O ~., , r x .. ,
n(~,T^'~t~~r;Sr "aaY~C ~) ~~~.>~1 ~ r 'I.i ~ ~t,Y ., ° ...~ ~ • »~ n .~ D 3
a~+s r tit .k ~~, \ yl'. a % . 'O O
!"r xr ir~+,~l i~ri.jtV ~~' `I~'~143, W o D ", W ~ "~ ~,~` ~ 1 ~~ a: 2,: 1 2t *' - -Z - ~-. ~ \ , 7
'tlj~",{ y,+~+.rr .u,~ S t aJ e~'.. l G ti W ~ ~ ~ t if _tA 1 c ~ , ~ ~
' ~ 1 r ~' 2 D
,,~~~~yyl1 f~ ~ 4 ~ CC i ,
l:.~~'~~ I ~ ~ G I1 11 N! l
l~i~fs~":.~r ~~~ a~.str~;~t v, w '`'r~ °' YD ~0 `t '' ,~ z 1~.~Y w 4:
W.iti$ M , t aE ~. ~ ~Y t~Tfk O Ij.(r ' S C~ n ~ s 17 o!p f ,~; , 45 ~ N '' x nl
~1 ~~< ~, ~,_~~'~'P ~LIR•+'.~~J D ~ ... lr„>. 1~ ~- +~ 1 W ~ i,; ie~ yM~, A: W .,.~. .~~0 W ~ D .., I:[
rp 4. x k t~~~°.~1 ~~ '~~~4x i?+;4~+~{ r' ~t'`}>•t. e7 ~. .• /' ..fK K.~ ~A ,~t;y.• 1 .~.r ~ _ :r.\.;,
f~ a 1 .~t~., 'ta1~y~C;i'i ~r{t~'~t~.. ~ ~~~.. ~h '~ F''" • ~rf~.~.=~ ~ ~,a¢t`l~ ~ ft. '1:..: ~~ Z
~• ~t~ :~ ~ i .: y it t• ° I 1 l p .' 1 ~, . .~•, ~
1 ? \,t;' a, ~ ~ ~ yy ~ '~... ~+Ct d "~'t -A' `i .i ?'• '. r - r .. ~ O O ~r::•+~r ..~ ,m y. tp -
+, I . ~ i ~'M1. y .. " to C t~ #R'# °,~ r Yt CA o ~ rl a ".: V i !;'r . ~c ~ ~:. ~ D
~/ i_ ~ ~ ys^tq~~ ,
"ia~ ~~„~ , t.~-,3 p. ~"ft7l i"r ~` .r ~. '~ ~ ~ ~i~ G f \ ` ''~ - ~_ - - \ •t ~ x " D
t .rr~, °'f ~ ti'.Ir'~' a ~„I{: °t1'~Ya,f+l'~•'~Y'I ,t `~l. ~ Q~rr y ,?'~.. _ ~~--~. `~. `r W i t
` ~ .~ ,i,
§ x ~~fa~T,<~1 ~" :i ~.a : rat ~ lyf~g' '~'~'i"~ w - `• Z ~x x _ ~ ~ ~ wr ~+.~ ~.
fy`,,s~~~ j ~ ~~>~,, 1~ w: • .~~y'xr~ t}y ,, pp "~~, oo / - J ~~ ~ m • D ~ ~ ~ ~ ..
e ~I ~ ~, ~~~ dyk t 2 ~ Nf `z. z ~ ~ ~ k , rr a ' ~~ i ~\` ~
~, ylr~ a I ~.. ,~`y~ ~ ~y.,' d~ ~ ~ ~• W W -. '•31 tti 1 ""'I
,jam .. ~ y ~``~ • ~h 'Y~7G~~S}R, 'h r 1' ~ ~}e ° ' y.ft, k ~ ~ o _ __ ,.'t.~„~i`a~ y'?' ~ ~. m r._ - $ ~:,: r .ap' ~ ---I
~r•?~.A°~ •'~ , ~. `I" ~ ~ •t,t• ~~ ~.,, .. 'l Z .dirt '+, Yta-+ D A ~'sm; n
~{~*~. fy'r a •+~?`: i~ '4~ , {•yf.. /!m' Oc ~ ` 8¢M ,1 1'tP < ~ ,.
t' ~y~ ~ ,a.y 1:. -`Z% ~yr Pf1 5 ~• xn.. B ~ a .O \ d ~ r ~ in O
jy ~~ t~~~ ~~• ~'~,{~~ ~ .E{ ~ CO P11~ `iG t.~ ~ D/'~ ~d8 y+.i;, ~~CD _ ~ t~ r ~ +' h ~ { Z
{ jj $ ~a @ ~C s r ~ n . o .~
1.YgU ~l;.d ~j'~;~dl•~c~.t+.~y~~'~a~f *t§K~1 ~~;~ ~~ ,~a :: 4~#g '' ~ ~~ :,:. ~ obi ~"-.;h.- X D }t l''~'., by _ _~~ ~
T"
r
F r...,rat f, ~ 7,'^RI•ls~r~..~~,~~!'F f#, O ~'.'. J" O D ~h~ ' Y by k ~ }:. 07 D 1 , -
~{{`{ ~ A a''
I
~ ~~H ` } -` _
it < f '~` ~~~ ~ T fa ' n .. ~ ~` . W _ _ _ _ - fA O ~ . { I~
' ~ It , (~~ i, K r i'C~ : ' W • . _ _ _ -- ------- q ,*.' W dx9 I <r? a * 1 ,
rr1 a - .. ~ y m \ r, 1 O
f_ .~ ~`' ~ +~ .a, \~, Y- ~ a ~~k/ a-_'~,~ C) ~ a '~Q , i~. ~ `. D ~ •~` Vtr D ' D Z 9yB1 ._
i, *,. S 4"i1~' ~ ~O ~',~'Y o ~~: ~'2 S• ~ Z ~, ~\, f~ ,;;Y D I ~N ~ ~- qLq C~
yy `N ~~~ O t 'O ~ t M' } N m D
1 y~ 3, /'~ r I . ri ^" 1 Io Z ~ ,4't.Q ~ • r W '~ `D ~ s, t r y Y ~ ~ iv a aNO k ~7
r y6Q
r + ~'. , er - r ~ Vol ~; w i ~ ` :~ D • ~i Yjl,~ ,~ ~
•"f R ~ i ~ F
X ~ ~_ ~~'~i+ ~- fi 'S fx it "y. .}Y1, ~r'~~iQ `'~ ....__` f -.,, •'.jl{MCJt-,i~•' -.. _. '
SSY~~,r; -•~.r iX~~~+~~`, h~ 7~`Srwy ~}.,~'• l~ X 1 ll /1.~~ 2 ~ ~ ~..;. n
a7jN'• v ~ +.'~' k~tri~ '4::.'r'~'rM1 ~t~Uj`f ~a~` }~ -•y ~~~i- ~, y .N ~i.1'r,a .. W ~ ~ ~ t', ,y
;~k ~~' ..y x•fiY #ry,~~, ,s~~o~. ~, r .~~, -Y'. ~7 X~l 5 ., .. ~p ~ ~~ ~. • F
w.l YF~~l~y A ~~71'~•r•~.{cf~1~ t~>f~ + ~ ' ..fa a~.~ W.-, ;.. d Z / _ m n ~- a.r+ ~ _ N n •.~~~ .ODo ~ ' ,r! D
«~, ' S¢ ~ s,,. i~aj' ~yY."1• .,:'~l~y f .• -~ ~ s 's .~: /. ~ m' m .
'~i 1 F 'r r i 't, i 0 1! O OJ C)
FY ~.~~,,,~,c w ~;, r~S~f' °'I~h~a'1 ~~ '~ ~f `#R~sY " i o m y ~ g D ' ~
~ ~ ~> ~Y tf. ~~~y J1y, t<~' 1f, ~{. '1y ~'r'• ), {y~f~S p L~ CD nl ~ A 4 '~. _
,at !fit s I: r 6 ~ ~~,c, ~1~,1'7 :V ,~ 'jC,r O .' ~.
;1~ y t :+ ~,~'.t,• t f ~ yat+ r~ ~,~~'ir tpb 1 s y t~sY e6 i°~~1~% ~ + ry0 W ~ D 1 ~ ;. m
r~ ~~ ~,~d '~s z •at'~,~~e~ ~f• '~''i '' ;•u ° x m W g - { n C, A,~,u ~
~ ~r , yr ~„ `%n ~x,.~.~r„#r~°IK~•%: ~'i~'~i~^ ~K ro .rf D °' k °° ti ~ c~ Z
.y{b ~S ~,y .. r~ h~~ r,~„~l "1,„.,~~.~,~,''.. ?'~~rRi- ~ttw,/ M :kY- ~- '}y- .f,'t 1 W y,N ~. , . p,.. pq ;. D rv C
.} ~'~ n. NN ~ :" ~Y :,,"'i`4Crr Jsfl yt`+"rf,~ ~ . ~ '1r .c~ '1 ~ -~. ''„ ~v_1,
k/r •~lyr`t(`4 ~a, ;x~fe?'&`''k'~n~~~ +:` ~ , m ~ .,,ty^ rr .~ w 4 t v. ~~. W
_ • ~/~. i,4^t,' fy, ~y;t.T;, •..t- .i O W E "Y" . ~: , O ~'y TJ
t' ` '~~~ l` ...c ,~} /i~'14a9h'~ `ii'.., ~ dntr 1 00'~--, ~".tx 1 ~ D o Z > r .~ ~' I
r+l ~~~ h ~,zJ &f~yti 1 si ' ~ f ~ ' ` tr. x ~ t.< ,a 1 ~ ;~ b - ~ m ~ .7~ ~ t ` _ pC
~~,I ~N ~/S +ls v ~ ? '`11•'~jt'•t •d;. • g3+ia. ~ ~ m ~ r.l?~ ~. ~ z r o (
-v`<„~ ~;_j£i rr'atf4'f;+~rr~a^~~~Ir~~, ~''}~'t.j 'A. x \ .,r /I/ X r~ yl~Ft~ y. ''^r., duo W sr"1^'D E
~trtOt kh .F~ ~ , •At.-.~~j„&r ~L +. r ~~ D _.... / ~f' ~ ` ' i.: « r ~ • 'C' ~ ''~' ~ 1
• "k, N - r '~ •z~,yC tY r!uh ,~r / D t >! 4 ~ t
y 1L ? a ~ te' \ e'r.''F~ ~ r- ':. ~'1/ -' ' ~. }~• i ~Z " t~ r r'r
q ~F: • ~( 'yt" ~b~' ~yr w 'fir': , I .. ~ A ~ ~ Y i .' (n I r 'i
~ ~~~ T, '+ '~'.,~1~',f~~r dtt _~ vti' a O a ~ ~''~ k. E r f • ~r~ 1 + t , ,: 'fi't
~ r•: '~y(~`,r~4Z:.}j? +Gr ,a~`!ee :fir ,j; ~ a 'dam jt .a. h# ,2 a1 / 9 t' ~, '~,t
~~~ th i ~b ~lridy'4 A~ ~'l~f`^51 ,ray' ~---- - - -- -- ~- --- -- ~,y~ 4ii~,r \~t. ~, ~~. • ~,, i y I
f, ~c'rt~~~~ f t Q rE`'T sr}f~l~ ,( ~, ~f~i i.tr~~ _ m, y. _ _ - ~Y . 1't ~F~; D, ~ ~~~~ tS • 1
,Ija ~: (~1yy("~#.r, rl~ ~~~~Y~t ~ ~ i,r fn W } •1 D e'' -''~' x ~r,. k ~ ; P`
-.,, t rt ~l4~~y'~ '~ ~~a k~1§~S, , 'fV ~ •~+ ~I ~ ;"'/~~~K r,{: ~ x~ _ ~ ~ ~ ~ t. '. 61 • ~ ~ • ~•. ~ ,.{I r ~~ f
1 a 'SD
k'~ i `y~r r~~i y~ ~'r` ~ ~ ~ i~~,~ {{ ;~ ~ -' ' ~ ' ~F
•i K f Ti~ ` . N
:cur:. ~' ~ I~f lt• ,t I~. k O r ,r~• 4 D O7 ' 10 ~ I
~1.1r t° a1•~~~~' ~~ yr'~i ~~' r~ 'sit, s 4?rj~ s •1 n ~' o , P. ~ ~ ~
~t ?:fir' 1 r.P Ya,~C'.~ ~ , =~Tw,. ,s . ..s? ' ~' ~ i ~ .,"~ a"';a rk"~ r . , W r.r ~ y ,.1' n ;
G> ~+~r N,~y+• ~~~.q~~ P' ~~ ~,d~,1 1~,~~;5 ;tt •N ~i ll.u m.. N o m '~ ~
'~ayo~t : ~ ' ~ t1r ~ ~', '~ f A~l'yA r d r a ,~,' a `. ~ O N~ ~` «~ ~ D p j
~Mi ~Lr. ,. ~ ~~ ~ r. 1, r `;ry r .~. s r i -' ~ sn ~ :'. F n ~. ~' I
L /n ~j r c , 4 J'~ f o su ~, m~ ~
r Q y h" r 1 1 `~ N }O W• O
t . " O-~W 1
~, ~ _ ~<~-~~ _. { y~. f i ~ ritir ~ \ ~ ,, ¢M ` a ~ to .
v ~, 1 ys 1 D .~ ~~ ~*i n y
0 0 lh~rd ~t`'r: ?"- ~i' ~ 1 ,v'' d Q `a W f ~ 1 1 v°W
w Z ~ Ul OD • ~ ry. ~ :JrS. i ~yr. ..~:pDO ~ ...m "., ~ m Z",k,a 7 ~ CO yS ~ V~._ k,Vy1.n~ 1' ~.: '.... ~
s i. (F/~
_ ~ '~ x ~~' ... W t' :1 °`' . -- ~ ~ r ~1 4rl ~ \ CAM r~,l +,£v, .r'1 ~+ 'ti
"; Wa8 ~ D r \ ' +~ D 'fie O(' ~, - n ~ ~t t , ~eFy ~' ~,'' k T. it~ i, A
u,. -~ 0 ~ -'~..,, ~ ~ W (A .• ~ ft.~' ~ ,•.:' \1Y r. F„Ic ~y'Y f :.;' 1 ` \~1
~- r _ ~ ~ ~ ~ } m r ~ + . , ~ cu e, ~ , ' ~ ; ti' t `fie
/. o ~ ~____~ W ~^~O °I ~ m 1, V }N,y S. ! 1 1~ ~ ~O~ 11{`a f~ I {. •`~,. ,.~.
D D m 1 r 11
,~ ;1 1 ti _
D t.(p l~ K d r ~ ~r D o ...~j' ~ I • < rJ r f' I ,+1 ~M_, ; 1 :
` QI `~ ~ r . ~ W ~7 d V ry_, I yEr ( i.. r tit( ~ V~i~'~\Ai ,. -~~~~ ~r A' ~ ~W ,~ f
Z U ~D fl1 W f tx1 i'1 ,~,~ r. 1 1 ~ 1 t~
Cn ! r •s ~ r,xr. ,>;`, ~ ~ 1D ~, ~ {# ,~jr~. + ~ L t x ~ ~ __ ~
-% D x ..~~ ,{•) • ~ J ~; .. ~ n O .t ~ .H~Irr~ ~ I. ~ D .. ~ ~:, x ~ W m n N.t l..
.. ~.. r~n :~ r, /~ ~ O :,} z tp.A 1 7..i 4< +l W` ..~ W }I~< '' W ~~ F [O.f`~ F
3 ~(
hl x 6aooooFE[r~"- -------~! }r., ~''%• AC9 i`• ,,st~~ ,',., .~„ ~r9 ••D/ ~ nl " r?,•
m rA r)
I w r, D (Joins sheet 52) A ~ -- -- -
-- - --=
-ZTT-~i- F _i r- _~-,.- ____ N I Mile
5 000 4 000 3 000 -~~- - - _-
'~000 I nnn - - --- --

~~
x`
0
Z
sy
B `"~
a ~~ 5!j < pPRO
~ hJV.F ~ 0E0
n
i>
"~ SITE 9
0
Z
SP WNS
MOBLEYS BRIDGE
VICINITY MAP
SITE DATA
ROAD CROSSING IMPACT
CAMA IMPACTS 0 SF
404 IMPACTS .1 ,145 SF
0.026 ACRES
- 8' MAX. WIiH WIRE
6' MAX. WITHOUT WIRE
MIDDLE ANO VERTICAL WIRES
SHALL BE 12 1/2 GAGE MINIMUM
TOP AND 80TTOM STRAND
SHALL BE 10 GAGE MINIMUM
wIRE--~ FILTER FABRIC
FILTER FABRIC
COMPACTED F
~"
IN.
EXTENSION OF FABRIC AND
WIRE INTO FABRIC
100' S0' 0 t 00' 200' 300'
GRAPHIC SCALE: 1 " = 100'
SHEET 1 OF 1
ROAD CROSSING PERMIT
PARCEL# 22886
BEDFORD HEIGHTS
SUBDIVISION SOUTH
REFERENCE: PORTION OF DEED BOOK
1296, PAGE 467 OF THE PITT COUNTY
REGISTRY
GRIMESLAND TOWNSHIP PITT COUNTY NORTH CAROLINA
OWNER/DEVELOPER: LEON HARDEE
ADDRESS: 1156 AUTUMN LAKES
GRIMESLAND, NC 27837
PHONE: [phone]
B Baldwin and ASSOCIATES DESIGNED: RJK APPROVED: JSJ
ENGINEERING, LAND SURVEYING
/T~ AND PLANNING DRAWN: VH/CGD/MLB DATE: 10/17/07
1015 CONFERENCE DRIVE
A GREENVILLE NC, 27858
[phone] CHECKED: JSJ SCALE: 1 " = 100'

v
R/W =RIGHT-OF-WAY
EIP =EXISTING IRON PIPE
NPS = NO POINT SET
PP =POWER POLE
R =RADIUS
X =SPOT ELEVATION
CH =CHORD
SIP =SET IRON PIPE
NGVD =NATIONAL GEODETIC VERTICAL DATUM
TB =TOP OF BANK
BB =BOTTOM OF BANK
PC =POINT OF CURVATURE
EIS =EXISTING IRON STAKE
HYD =EXISTING FIRE HYDRANT
CONTROLN\
CORNER 523'
l~~9?~ ~
EIP
LEON R. HARDEE AND
WIFE LINDA HARDEE
D.B. 1296, PG. 467
M.B. 53, PG. 166
N 14'51'29" W
181.11 ~'
EIP ~~ _~

I ~ ~ I ~ TvT n~iw~w-'
~~~YJ ; , ,~.__. - NPs ~.
i !
~~ WETLANDS ~ l i ,
BOUNDARY I ~. ? / ~
I ,
18'0'0" W 197.44' 'EIP ~~ I ,I I~ ~,
~~ l ~~~~
~~ ~ 1~ J~ I, i ~ ~~ ~
,,
o~ ~ i ~ ~~
o' ~~`~ ~~ `~w00DED ~~
N~ 1 i l
~~ z I
i 1'
/ ~~ ~ I
-' ~ / ~ I ~ NPS
;~ / / _I
~ ,6^~a /~ ~ ,I k
~'~ ~ 'EIP ~ T 1~
~, EIP .. ~ ~' ~ ('~ ' FLOOD ~~ ZONF~ AE ~~ NPs ~
JU; ~ I 1 I
A ~ , ~ i ~ I.
_~ , , I REA = .1
~ ~ I
'~ ~ - -=-~=-, , ~ I ` '' ~ ~' ~ ,' ~ 28:88' `~ .
EIP •406.38'38$.57' ~ I ~ T
N 14'51'29" W 465.69' TOTAL 1 I
EI 60. 1'NPS
S 74'58'22" W
111.74'
S 74'39'23" W
92.01'
00 YEAR FLOOD BOUNDARY
SCALED FROM FIRM
S 74'15'28" W
103.15'
ACRES
9" W
99.07'
(TYP)
I l
JON S COVE FLOOD ZONE AE
SECTION 2 ~~\
MB 48, PG. 166 I ~~.~
I EMILY CORBETT
j WARREN
i ESTATE FILE: 82-501

30' Rw
t 5' t 5'
NORry
8" CABC(MIN) 10'
~ 1/4" PER FOOT 1/4" PER FOOT -~ 2'I-2 ASPHALT (MIN) /
M, g
II ~ NO SwALE~wwSIDEA60' S3, PC
BUFFER ~ ALBERT L. HEATH X66
DB K-54, PG. 522 q
~~~ EIP ~
30" Reinforced Concrete Pipe CONTROL
Native Soll 74.37' CORNER ~ /'
Ex. OvHD ~I ` ~
S1 V
a .f N, Ex. HYD 21'28" E 5:64' OT `~'3 ~
PP ~ ` ~ I 1268.38'
AQUATIC LIFE PASSAGE . j ~ ,3s.o ;ESP ~ Ps
SECTION 6" N57 cur wIRE -~ EIP EIP ~ , I
(NOi~ORSCALE) EXISTING 6" ~ ~ I~ ~ ~ ~I
PVC WATERLINE ~ V
~ I
N 89'20'44" N
I I '~ I ~ ^; NPS 63.27'
PROPOSED 30' R/W ROAD ~ ~ 1 ~ II ~ ~ ; r~, ..~
~ f EIP ~ 1
r I
I~~~ N ~ i~ ~ ~~
~~ r~ ~ ~ ~ S 86'46'41" W
1 EIP., r % , ,,' ~ ~ 98.58'
CURRENT GRADE / N ~ rr ~~ '~ ' NPS
DIAMETER OF PIPE I "~_ -~ ~ r ,
3EDDED TO ALLOW 1 I _~ i ~ r ~' ."
JATIC LIFE PASSAGE 1 EIP o ~ ~ ~ f
h 1 a ~ " fl~~,. "%'
Native Soil ~ v I ~ ~ ~ ' ~ ~~ r~ ~ ~ ~ // S 86~' 1~8 84" W
EIP ~ ~'I- `° l~
~ ~ ~ ti~ , ; I' j ,r - N?s ~ JAMES A. MEEKS
~~~ ~ ~~ ~ rr r ~ i ~-~ ~ DB I-33, PG. 107
MB 11, PG. 99
AQUATIC LIFE PASSAGE ~ ~;ti~ EIP.. Ir r' ~~~r' ~~ _ ~~~~1 ~
END VIEW r ~r _ s s4.31'13" w
~ /~ EIP / i~ ` r r `_r f. 98.87'
(NOT TO SCALE) ~ ~ r ~r
D~t~~l ~4 ~ ,~. r r ~ -.NPs
„ ~ _ _ ~~' EIP ~ r/ ~ i~_ _ ~-~ \
RAW _ _ _Ex. 2a RCP ~ X20,.:; EIP / ~ r 1 ~ ~ 1 S 84'26'56" W ~
/ ~ ~ 101.54'
INV 4 ~ "° 1g ~ ROAD CROSSING IMPACT W00 ~D ~ I ( J
- - 6 ~ ~ ~~ ~ - EI _ _ _ _ -, ~ w ~ ; 9 ~ ~' . ~ _ ~"P'S ~ HARVEY R. LEWIS
BEDDARD ROAD SR 1761 - EIP IF EIP:;- ~ ~ - - ~ ~~ ,~'~. ~~_-, , ~~'_u ~~~, ~ D.B. ,025, Pc. 13z
(60' R/W - 20' ASPHALT PUBLIC) ~ 30_MBL Z ~2.a9' - ___ ~~ I v•J I ' ^~ J \
~" ~, ~ 4s
I ~ \
~~ 1_- ,,-' era ~.
~~ ~ 1 ~& ~ ~ ~ I ~'~~ ~~ ~ S 82'56'21' W \
wETLANOS u'
PS 100.60' \
BOUNDARY ~ ~ / ,,~ ~ ~~ 1
r! j
~ ~
~~ ~~
_-
-~~+`~ /
ra~A IP ~~,_ ~ ~_-- = _- -- ~ -~e_~ -,~ 3j'; 1 S 82'02'59" W
~~ - - _
,,/ ~ - -
~s:,
i`•' 404 S 50 59 _ - . , _ _ _' - ` - ' ; ~ ,' - _ ~ 9 4.62
WETLANDS _. _ _ - _ _
i
_..0~ EI - \ -.. 30' .OR AGE _ -~ ~ \\~ ~, ! ~ ~
r
gyp- ~ ~ S 25'58'29" E ~- EASEME - ~ ~, I >" N~S 95' PITT DRAINAGE
-~~ ~/ `~ 81 a9, ,, - --~ ~- ~ ~ ~ %~- ---~ ~ ~ DISTRICT EASEMENT
~, o -- ~ ~_ ~ '. r _ 50' TAR~PAM
°~ ~~' - ~ I ~ 1 `BUFFER ~ ~-
,~ ~ ~- I \ ~ 1.3=: r ~ FLOOD ZONE AE
-EIP - .-_ }I 1 I ;" - I
I i ~. ~ I~
/ O _ c0' DRAINAGE ~ I -
v% -- _EASEMENT I ~ i I I,
EIP ~' ~ ~f I ~ ~ I~ S 79'14_"7' 4V
r
~ ~ -,
1 2 _ I I ~ I' I ~~ ~f 1~ t ,~~~ ~ ;; d
>' - r I I ~ Q D.5 ~' OJ
~t ~ ~ ~ ~ 11 - ~ ~ ~ ~ MB 11, PG. 49
I
SIP ~ 1, ~ ~ I i ~ I i ~ i A/1A WCTI AAif1C _-. ~.._~_ ~ Q'