HomeMy WebLinkAbout20140046 Ver 2_Application_20140908STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCRORY
GOVERNOR
September 2, 2014
U.S. Army Corps of Engineers
Regulatory Field Office
2407 West 5th Street
Washington, N.C. 27889 -1000
Attention: Tracey Wheeler
ty 3-// y
ANTHONY J. TATA
SECRETARY
I U - vo q Co %/.
Subject: Request for a NW 12 Permit and DWQ 401 Authorization for the relocation of existing utility
lines for Low Impact Bridge # 12 over Newland Drainage Canal on SR 1360 (Fire Tower Road) in
Pasquotank County. WBS # 45347.1.13
The North Carolina Department of Transportation is requesting the issuance of a NW 12 permit
and corresponding DWQ certification for the relocation of utilities associated with the replacement of Low
Impact Bridge # 12 in Pasquotank County. The relocation of the existing power line with a temporary
overhead power line and pole on the north side of the bridge will temporarily impact 106 square feet of
wetland. There is also a Century Link line that will have to be temporarily relocated. This utility line will
be relocated through the boring method and have no additional wetland impacts. This bridge replacement
project was permitted under the NW 3 Permit Action Id: SAW- 2014 -0039 and was issued on March 5,
2014. The DWR project #14 -0046 was issued on February 24, 2014. This bridge followed the Low Impact
Bridge Process established by FHWA, NCDOT and Regulatory Agencies.
Included with this letter are the location map, permit drawings, and Low Impact Data Sheet. If you
have questions please call me at (252) 482 -1876.
Sincerely,
Jerry Jennings
Division One Enginee�U�—
Clay Willis
Division One Env' nmental Officer
Cc: Garcy Ward, DWQ
Sonia Carrillo, DWQ
Z
Low /Minimal Impact Bridge Project Data Sheet
1/1712013
TIP NO
BD -5101L
WBS
45347 1.13
County
Pasquotank
Bridge Number
Bridge #12, 690012
Description
4 span bridge, 67' long x 25' wide concrete deck on timberjolsts with timber caps and piles
Stream
Basin
Pasquotank, 03010205
Classification
Class "C, SW'
SIN
DWO Index # 30.3 -1.5
Type
Warm / Inland
Size
65' wide at bridge
Existing Structure
Type
concrete deck on timber joists with timber caps and pees
Size
4 span bridge, 67' long x 25' wide
Suff. Rating
Suff Rating =9.8
Proposed Structure
Type
3 span precast cored slab deck on concrete or steel plies
Size
105' long x 33' wide
Stream
USACE Impacts (LF)
COE jurisdictional stream present, do to bridging there should be no stream Impacts
Non 404 Impacts (LF)
N/A
Wetlands
USACE Impacts (AC)
Wetland impacts will be within the threshold for NW3 Permits from the COE
Non 404 Impacts (AC)
NIA
CAMA Impacts (AC)
There are no LAMA jurisdictional wetlands within the project area
NC DWQ Buffers
Impacts (SF)
Project is not within a Buffer Basin, therefore Buffer rules do not apply
Buffer Application Required ( >40 ft) (VIN)
NIA
NC DWQ Storm Water Permit Required (YIN)
Permit Required (YIN)
No
T&E
Habitat (yin)
No habitat for Bald Eagle (BGPA)
Species Present
No habitat present
Bio Conclusion
No effect
Moratorium
Type
No moratorium required.
Dates
NIA
Trout Waters
NativelHatchery
NIA
Trout Species Present
NIA
Trout Conditions (VIN)
NIA
WRC Reviewer
WA
CAMA
AECs
Division of Coastal Management claims "Public Trust" on this water body
Essential Fish
Habitat (yin)
no
Nev.
Opening
4'- V vertical clearance, 17' horizontal
USCG
Permit
none
Historic
Properties
Survey Rerquired
Archaeological
Resources
none
Tribal
Lands
none
4(f)
Resources
none
6(f) [LWCF]
Resources
none
Wild and
Scenic River
none
Forest Service
Lands
noire
TVA
Area
none
FEMA
Buyout
FEMA
Flood Study
LISTS
Haz Mats
Relocatees
Location
LAT
3642419
LONG
.76 36952
Project Comments
Completed b
Lead En er I
If
Division Environmental Officer
1/1712013
Pasquotank Bridge #12 Replacement
r% rA A /'1 ^ ^ Ir ' • 4 n--% n n o fr.-,
U I qD u% I %3UU r, H U u uwui Mid Over Newiaria Uramaye Uanai
.. 'Y`-- h�s`�:�'c.� :i?v+x% •° °• % .,,: �- '- "t'`; ��! �`'"r ;A,,,, "��;,.",�:��:a�".+�;.ewz,?M% :*a« � r
„ ty;e., ' "' :aFi�' �*:�"• -•c�F yz7G-`:.T .r* y 'sF"'' —„+, ,.,,�}b,. w..; =' *3•.
"'^�•,y �*= •-
"
••?�- r�,:..a`- +,•,.��+•��'��„ �.-" +^�;a•'� `,�"`- ^7"sa{g�,�.M a. a`+aFa *•i�..;,� * f '�*"��;��r.,.' °n°.,:••-: +G"'�'� w•��""° ��t*;'°"z.�t;:.a� �.
'°` >xr� ;roa, .%,t; i.•"�'Gi.`• • ' s +�'" � �». a.. � y- '�. ,jy '%"v �,...'x, :-s ",�r„ ,,*•a•u """�
°c-+,'- rwft:2 ` • ,� .�'- '4"i,_z�,d„r', a ` _,° =..,,. �..,L�,•M`:`- `:`. *,- '€".-'* 1' - ,'�°:':s±3:' �N,•t `,`. , ry
- "s""'�:- � - ,p °.u'�k:, - -.:.. �,�;iz,s'`.�.,+.., , iw,a;�'�- .'^'ra•- ""-- .5,= ;•xir� .�,l+t.• -�" 7 ^ti
. ti.r�•a?.p. -�• ,'+� r`'' ` r' - �,. a�3:r,F,•,+•,Y�, °' L ,,;,, , »fit
!di.�, ry L-e^°+ �k _g,:�< x`.ro.o..'±r{: �.K.... ':� -�,-. ,,.- "..,`°3..`'.t- ,+"fit:,':' °`n" „; -,i.; -> �7wr_. ,= •- ��+..`�._s»_ �.�err.,�- •:�'"`�5•��'.:� �"'".�:�J�^...�e.r -�,: a9
i . - w� � ��°,� ' �:Ri "iL•i• �, .,�"•trt :.W-u: 'c' ,4+i• y,�.'qq�•,° � �:4: ,t., � •i .
"�, {f.' `�: � = � t • t► .r< •,e �,,,,.:� • _xi-�. "d_ ."..•. �a;R`� -" i�" :m`,. r't�' • Y: Q� ° �.. ,e" .K' - •�.i;tiy.'��; � • � -
;�," -"{ _'F'� -� trr.w -k `�' 'z. - a�'`_.:x � r✓ Rc��;: .'le.�`is -= z.,,' �:;: =. (r; 'C:e- z+n;:« '�'�''rr;a... �
a•t` fr a �'� s • >i�, "G`',,,
'f= '- ,r•^,' - ,.�.;< -, ,.bs'.r q. .a;Pj„?w- "-+- � -rm:,- "'i *fit -,
1 GO
` i � .� M .,+a:r '�s'8•.a. #- +''r,� ,;'.,: sd4- *ns1cR,,. }:w ..as,' a ip+•' -" ;�
Go - - • t "tE b v FR•.• - >N"z;`- �p 'ir.� wr. "t xw• r �:;�2s'
°�`� "�' F �,�� I ,;��_ �;� a� °- Mac ..�x.�r� ^� ",��:�� �..��.•.�� nor-a -,'tee, �y,wr � „�` Si`f""e*u•^„n. �, -- �'•.._
,.� ,�� ;�"�;`:'* � ���,;,.� .; +�--• :z�,�.= �i,r�.•.:�,�,� �^s,�,�e. n to _e..a��",a�y�a
' �,?,...w,...ar, . F§ x”. z�, r.:"^'-"'�:�'•+4',,�,•r;`...a'` cam'=- r ns.°` _
(. -I2�t ' '.:r :,�'-�.,- sytw'cf'":N ,�.w- �'•�+m*: "ee.?',,(t-;`%,,. <, .:';:�`,#„"'°.`
..y?= ,.-�:; 4»
� �• 13 0' ..1.. "'.�`_ "- � ".,'r . �""R �; x r 'r'` � xr c ,� ° ( ��Tg' ,Y „ '�� 4.. ±�•_•�r>; �- �s,wra^ " 't s*.n�- :^±C'.t%F- '' ,:”: -.�p,.T-�:T*? +� �� ,.::'�ent.N�r 'et • M tn.t,,'»,wn , : - ''' ,' , ,.p+_,-�'£ ;�.a,�rt, },. . �,t ' os. +"4 �, tivau�n �� � .?
rr ;e a
N
?-
- ' -s - f."• �. ri Z,.¢. s;•s .,ew•- .,;. %din, '•$"`„y,"'^a +`a'r' "!'- - +''s'{'r r
.;1� �" .,�, -� ":u„e`•„u ,:rse ^ -���: ;�= ''�'`•- �'>r»�; ,c=i �s�,.�,;w :,.."���s�ryt� =:,Y -- .�;, =�.
j - Iry r,1,, :', s• �. w..«A,- �s^;"8"'- . ^''�; +''4•.v..a'ti:.:iY u,r: '- .`i#' +,- +. `^,p.:�,`�'a...'*�t!':a of
�J"' ' „Y l �:11'Srni �r.d f� m•.�T.'*.” z �; "'„.z.J.:"" -- s•�'..e°L«. "'i-w t•. ��iF: �., x+auY .' i4�t_
I,� n r ;d' -. - •.?s" .�..`,..: itntaa „5��,2.�`'`�`''Y`Sk r °�.+..�- �vw"�' � .ets :n:C*'.,s
i, '�'� >vue�; j, ,y c .c , z,'3,� �''• � rt: �`'-'�;`,' - "�`tr. u: cy -�r, � H: d �
'_ !' ',. - �.;,�"`r 3�;; -:: ',._•- `�`,:�:.`-_+'°'�af= ;._r*a ,,a�`�'� -di�"� - ,�...:a fr45k" .
»� ff x'"�°` �•`, .+ yx�;,+•o- a %., ' "� ,+r,��:t,„�, �•• x -n"t?:��brw.� 3".
� «$E�'
i" .>k. `�"' ,•3.;.,- ,;. «� - •xt'•t '�.s
pw. '� •`- iE=�.u� 'C � +1.Y=F,�'T. �U�. -�••f �- "?i`b� ,r ,.�,r" "�„' �''- `�,z";.-'- ^.•:.�,:�r� r`�s,::tir-7
,� >.,�' ,� �� "= .r.: t` 't'g ,�„�;m.._•a«„�'- t«.t.w,t"gk; ".. z-L. •&'�'t �a:�r, a:�'1r. -:. �`•i.r'i.••t:».�..y• "':..d;- �r�ti�»•` �
- �- • -i+.° ,>� �i� .;�y'��`} ` . e. _�.}i±, n.. •- :.+z*- +� � ^*e*'c -°:^r s.. »��^ '*F._= aY.. ="' "'s r., e-.
_ _�� - -.a :s�,;;{ '.,� ° ,'� - axr` =.scc:,,aha•`c :'�.'�e -, -�'�,�a >ueix•-'.���.,- - ,aim'^°: ,*2d o` .'.>; �. ,.,F�n;' ,?•�,
• '.1 � - � l'yf- �nir"-- !•,.p1' +o` _ -e?Y� ++<...g .Y;. -' '+5t;• °- t. - iva..-
F�� -'�r.� tigr �:s �" ws.,,.s- •,��.,*..4�'' �',..w.. - f - ,�'?r:w°' Gr, �-:' - ,p'1+^'
7,� j� � i - y,.r_.. ,. }'4k �. iFS`��- '`�'wae,�- .,a,4S� '�rt�.5"F` ,4.. � =�;'�'"•sF'. � ±}Y'•�+;+..f =n
r ,% t - °��;' . , <.r _ 1 �'� ;?.•" z w, - ti'a •r �-„zb - . ,. ra'P;�. o f a �11I. F .�' ' . h I Ir ` ,y'1i> y ` �wiar'^:w' ""s a `• te- .e,'.°•p✓`;.uea+y',- "Bridge w+="�� .,. �t,- ... ", ..n n^�: r,.•,, - ' •='' * ' .; �r3"•'C�";- ,;. r•,. ;<`„:w�i,•w �:;.' as ;z
3642419
11 Ru °:Nlv"�4 :. ; "- mw"w ' , . ,.a'- ,M1., x . ,i€ : . ,. ,.,,•n5•a.
• :; x
'
�:;3;•,, ,,•�..Uy,,,.. ,,:'* "„x„ z
76.36952 fu^. :YS 3{yta, "a;�eXe;'• +•,rx.r ;u E;'$ ::c�:w zx«."-. -•..s.,,,-a. �•,x
i .,,�r''j?s •' may« r x• „ ^°,f.
n�icr „�� n ;sRr� •a.; '•i>;*,a'h�'-?, �_ :�;y.�. --.. `Y- `”- `•R�'- :=�`'� ;�MZ:+tG: - '�'����' 7'-s�1"�'.is,•�;'
• I�;y `C `.�k,;- -xi,.? i r�:,• v ""^(= .•-,y •.. -:`"• •,pu",...a, 'x'o y'"°!;rnrs,.'- �`'�•,a, -_; �,...t.
,_ #a `a!`.• sN- ,��"�• -!±•�' : •.
..5ra•,, _1i.m -i'
,3 ”' "`tl rcr I: -, ^• y. "a.;l- „s p n.•;va >« �,.ar a iR'a;_'
�5I ,r ° _`�' � fi ' Sri !Ii: � .iI3"'� J a� ��ieiwx�': ��jp,� �� L'"�'••F {,5�. :iAy9 �S^•3'+±%
]I �Fegtt .fit -.. A A� :� „a.�i.Mt_� - ,r, :�•s�az`�; ,•�'' -a
«. �,�', .. {` i,.,'�, ..�:i' °'� j-; ���µ 1, jy;' YE — �y�`°i' G"c.",�_- i`..:: «.°.r'°"�'s' - = - r'�•` .a; -'j'. `,t'"�.'« `- -c.�'a P�'r_°-:`.`.a�(
?'``; "" irSy`d• 1 ., i v ?•,•re: �,.�..',�-r',..c,.' ,;r„,,.�„ ifn "' .u.,�' a?"-F, t' k '} jqr. ` ,t.'. 4 °;';
�; :h •'��<�; -. � -z -' o�:P' �iy'far'3 -�,� •'y' � • �'' _ : N}i� � w �xEw Ji, �*n•.,,,',.,mk,r,Q'µ: `«>" �'a' 3: tL-+""" � "� �..a., z "`�.. »n � ' � `. `
ti1a' ,ry"`�a `�;y -+H' •,j- �" `i` is -z „,- r"..R �,n +;��'����,�Y•�'• '¢' I Sn °�' �_' � y.ix,'
i ,�,,'`�': `3 �r , 3 � 'f.: € �c,=�� °.t �.'�.. -3".� ::4e �'ti, 9j�K. "k 'i, '9F'•i} �,'st �``Y�!% v4`'r� `�S'j:R�::
..;v� ..: t '�.,� ,,�,;:'�, y 1 zr=�� �•�,•.- !�,,'! ,•�; ,f.� -»p •Z, �p. air�'"�r >t i �, c�`- +fir,- �.`�aim• =, ,,+5j�?z,,,.,,1=
j'• }.�_y��^!� � �r� _;�_�E � J(�•� �.5� s}9 ��`�4 � �?�„���r�)� w� '�y° �i -� -!4" ,�w;�y�' F et�, ,t'
,�Ma'a�r�,�,��p� *�,7'.','° �"L%- »r:� ”' - e4:?'k°'..Y >),•kzf -, ",Y'p�'%?.�° {s� 'G.ya,.� <, i'° . .r ,Fs5 N '�'`e�:.:_z.5 }`n2•'w,�`a :.fr�wE.,�ry
a { :'t :: �" 4yst.' � {•'"�•,.. `�"'� $•k �:: t• � '�,�. �Cdai' 1 '�`, �. ;a �� "a`"'.:��'� _�� F �• "x':`'�x;�x«•'r, ' n
} %�',e4 "'.J:i � �41� -^4^ +..�. .�lj-i�,: �e nFt , - � • 1 '� > }- •'iI' - ^,7., :;R ?e# �• ,"�ta:,�� e
� `"'? -'rs' + P r � '�5-.'•. � A•. �i,«- „tom'• ra{` .. ” +a '�;- EA1':c: "�`• -'s :t�.,. 'y3"
W;} a :. -� _ J'"'",',:,`:'9, $zz;r- ;,' - I` ,tiTn ':"'.,�- _'q-ft>.••^e^^= v..
^3 O�_.a• :�``�3 ( • .� v`'� = �;,- . ».�•�'i •...:.?'�";°,+,,� �_ -..:. �*- ';.°�` fi,. I ' �iliel _ �_ ."ti•� F:;
rr� ro •W A� .,: Y,:: y_.' a ;,+u, " . {:l:d:lt ! �: •k� .'i.;' �'i:%''.•_'t' '�'�••,�:i:
>. '.:- �=�,.' ail/- 3'r: h-.... � i. • �- +3�•.r.�
fixi ( ? i ?':i w •'r`�
ell
' H.• �„r �.Y ,'`'�,:'e� P`s�' � 1 i 3h'µ,' •.l" *: w�,k,%s "� . .. �1.0 �•a- .-�''"
'�.`K =Fra °„r.• '`s? >`yy�� - csxc,,. M3:, r"�`.` •_.._`;''_: ._.rr . c - i..: ,__.• �. �.._ C- �..�,''•',`i' `,y,•� s
_ ,:.Sa� �i A # a.�,; ;;. «;''� �.,. -,. .__ g,�:;ur•y.�:�,� u.,! ,�a.�'r'�,,t- e' gz= �s�.�.a' ;o„cma; fir -�ti5�'
_ "'txT'k'• ^ ;�- ;'d «..._g:�r' y;s.,' i• 4vy #-�i az.-",:.
•""? - ,'w.w':a,:;'F""' ,w I'r -3'x •' '�cr >. wf ' t",,w""`-,-;'' zar ""'`•
,� a •11 �1`".r - �� 1" `1.' ;'� � 't.�'a • ,z. °•= ��;,?• -".'" :n l�:�, �'`?'�:�; � i bp� - u,'�Y3 j• M �'•. - �;-:�,
`�'» i � �-'-,,,cn. ,ir- �i'..3� r °` �-sk�.�; •y'`""",'fa„e �+*%= r�'-'i�U'n''�' a- t ''�3; -t;,': .y,s. �'i+` ,�; a 1�1; �t � • -et=
,+',"^,� ^t 2_' ° {ra - xs'� • r •� • - «.. - ��,.. t�P"+c;�,` �- �t ,.k� „o =ArYp 1 i M y '••o.,•'rw r c•,
.�'S
§ .•ji}•�b U?";� w -i�'�' ,� ° '�l '^" Wiz„ r f,
F.� ry h saw ' ",^ � � •V � � �'a� � � • .e . � , _ _ 1�� ��,• �� ^.. � "� • ti :• ft (:'1��. � f'
6;.,,. io•. . °`
.' 'jF, >••i' i •v�`+`�yi:.-z.` ^"�''lv,':,,.s,, •�.f*,.'� • «, of
•� (ilsi' rte• a• "' €y,.slti. _•?�y. °- �., a'` r,.�x, „,.,S�r':'�';:z41•' .f:%,.
„
t ?a� zv„ -�r•'- ,,,x °” a a?fr ^. #�x_' .:» u. ~:J _
4,�r',s� •;:,�' *- ff _ •rgi.'�'s� �`:.",; , °a^t.,L C
F'Ln _ ° �,Y.... ,, �.« �--�f` +�"" a �t ,, � �y%:, ,mod >. ' „ ••-i�
„ w+�,a;. f;.s -•!^ .J;J;�_ - 7 ^- t +�" - 'i'„`.'?�;{.}'t �gg,, ar 1� ;, b•# �rw, c - -t? -° ,•,,
`,$•'•'•�-`'.. ��Y' °t�''„v.',xm;v ..�,..,`_;L.,�"'y' -:`:y V,rY�'+`irrv�•,+ .�
C5 r ' _t =w{'•A _ {' '°".."" "°P"t > Vii__ _ ° ..5 a 'a;,' -.z, -••'i,`5".'.. :'rr - l"n",v
",�'� &,,
It{ ^ -k ykt'n`'•w„`r,F � ' �';'�•: - +«'x�'- r`�.f`:
f "�J;�ita- � :,. ;t:,�.. -ate" � . ,�r � .•°",; •�3``,1 '�� ,.,
r{ _ ;tip. -<4;,.: ��'y'•`,�
�,a �'i�s=:,%`t• tit;', .,,'
' ' ' ,�`'^a"c.' t , .., ,,.r. d' €. , i �y„, 7 , I `�1� `,: r� „ , xw, v. 7r^x -� ±`'. •t`� • v'::
•J• ' A^ ,µms °'i,�s'':'`<it >,m • .t �c° ,.. yj �,�i.+ 7�„�,.t I� �` r ���� �� A s.__ i,ir"- � �- "- �`';"'z'����'"'._4"
�' ���' %L. =. ✓xai. =- A ^F-•F" _�i'4•y ` �i I �.� .t, fr'!+` 1)•.£''" - . -Z.^C �:. �� "�i•Y +•`
-}' - �.- •z.`v��-cs= Tom' � •`;'� _ ��.,�``„ - '_= d "j: •,��`'.' ,
_ 4ew• 1. -r, -` -i /.•�" k_ � r, .._'- 5,•,..3'..,31; °Y4 I a � ;ft�p -r,�+�'' � „ `t
• �`� r�' �'� ,r+.�- `'��"''�� =' ". +YFU•� � � .Ix_ul _' �.i�`: E•... ;:�`x- �3��� 1 rc�-<_ °rs,r� �4��:' _
{a5- uf-` ^; _ • 9 ='�, A rs 1 w, " -r_,• t�s: ' + -��» '� :-�`� >`'
3s
�,: �,,: -?,�. - s: Q1 a'•'` ; :,...* " "N• "-' ;x zi,a'37� ,;'' ti�'''°�; F's 4 c , �,�'.;•- _ ��,, :'. .�� r
rli ;F? - _ � 'k 4�,?;r �•Y ;f$Ie 1Nff;';te',.,i i `:�' -nq• ^i '��:` �7` °z', �'t.. zc- .ryc:; ✓. -� V.L
v, :� „t, yy ,- ,c�ii..:., � �N- =*,,,_r�,:.` :� „z :r�r���:,r, €'= t�•. " :'iAry'� r{. ` ��^c- 4. ;+;.'�•, °s :fie ";t� "�t'.euw"k t:;- �'+• -'��'e � *,.+
�f, Fj �<�� �a !+;Kg°- .r<;,.p 4�.�,�hjr'v: �.;� o1C .wys -1 .. §;•;,�, 5: %'.y i `,��; t�-r; «sa-�, ?'. h- g'^s. r..+ f:,
I tt •� -'s'z�pw
USGS Quad - South Mills
Pasquotank River Basin
0 0.1 0.2 0.4 Miles
I I 1 1 1 1 1 1 1
1V
w �
S
ti
0
r
r
m
Z
G1
2
O
�
O
C)
rn
y
o
n
--i
O
3
m
N
h
a
0
-10
I
�
0. O
R
b
h y
2 Z
�
w
N
2
a
v � �
cn c� O
r r
CC r ��yr
b�'�Lyvaao. ®r'AR
w
y 8
9 C
f �
4 $
a°
o9r�r /On. vk�lob
WES ELEMENT: 17 R.I.R. 71
o�
cny
o;
®2
O
m c
P °
a
*111W/D DRNM
CNIK
A
O
Z
I ,
_NI I II al I_y
II
°ICI I I
103
0 0s
0
10 m
00 00 L �'
03 031
T
Aoz 00 � e
/5
1Fi I I ME7Y�AYK KN� �� O
o c a o
� o A
to E it
s
F,O
°3 0 <
01 0
° H m
0
� o •,� �``� w N
Z� W
>s Z?
p
c ti
co
^' 86 W
(!i
ro r a by
�J W N
OSO
00 N
CA E In
W d°
3
C)
1* ;y y
g0
O
y a
ti
h Z
w
S
0
tiso�c
i2
5-11
i
n
l •�
i
1 —
a � �
q
3
r a
V �
TW g
v 5
V �
k
�` vP
-DCDM
o c�
N
tigO�,C'
LTIrr
v %J ao 61 ,w I ��
,�„ I I I
O
O
cn I I m
v I I •" LA
Zm /3
Z ni III
c
III ' 00
m
0 o
rn
Ul
m
I
Z v Q° ,
m m I
Go M m ti m
O m°o (A
m rnn�(A I
m o y
D° z I o N
i o /4
Lq
I Lq
M I
r Z I
m I I x
m Ct
�cj
o
/5
NEWLgN CANAL I a r I
< i m i #EWtAIVO DRAINAGE
rn I
O
rn m
m Q I II I m —1
r rn
tA
O z Cn b II I� z� _
CID M
CA
O IIII I O m a '� r
Z z mo n z
I ' O O
rn o
m CD
C3 z
0
D °Q o cno I
r -+ z = r0 00
z m n e —/� m M t0/1 �
W
< u X v(nm m A
C m v
N p z Q _ S 40 °33'33" W
a O Q
K) y C m C z Z
a p a p D / ��/ s
CD
N Z z r Z Q"p /� / I I• A R1.�
f
0
/ O
z v Q Q m v� / ^ Z
G) c) X z z j° / / m
(n m � nC / r m
no
< a ;o
ao D I / r
m N oo y /
r0 z m o � (D v I t /// / rn
m //
t m
D ti ' /cb
o yj (n -1
l�7
m w D N c -a z
M n Q m mC) O
rnm m �da3a ar Z /J
O D N
O z O
� s
4N
D:\ Active. Projects. l\ E1769. SMWA. WL. RELOC.BR12\acad \BR12.FIRETOWER. 8 inch.DWG, shl blank logo 11x17, 10/30/2013 5.43:01 PM, Xerox WorkCentre 7345 PCL6.pc3, 11x17, 1:1
O)
v
o m�m�LXMXX
O S >D >moQ5 --1
pzo(nrnmo�z0, -z+
zD Sxvz -+(n
�vrO(n m;vCDO =C
m�OZ�XDOCnO�v
`z- 0 ::10on- 4G��t��
�o
=�OZ�Z ;�o�m
(n0Zmr- (nm C {O
K 0zrn_<,>Mo� C
n
-n 4M)DU)- 1rrn -DizoC
ODmzm -<WDZO _I
Uc�5 ovm a;0cor
2zomzKm�ZXrm
0 z vD Do -<00 n
Mz�n mOZC <Dm
DnoZOp��p -D4 ui
--40 v J >UWAmo°�
zmm>-n;umo,). <Z
Qoo=o
z>>O- 1oCC ra;0
;Ozcm>
m C z -r =°_ * =mzmY 0-
�� =rOD -�-4 o mi
m C O> ->::i> D
MO z o :: >0mm O m
X . 'ma ZDZ,A N
C o r O -
M SI O 'o S
moo-1SW=
(n -t < D 007>
z��-0 rn0nr O
-0O� z
(noo =o ZX
> 0 Z U) S
r- --4 mo -W� Cn
DMOO Dz<m rn
UrimmC Z =m= D
00Mr rW—M z
XC,-< ° -0i o
S
D 0 pmD m
N
o m Xp r
r'
m<0
�0 mDC
avi o <v
�3 Do0
N'o zoo
DCm
r* MWD
U O m (n
in
n (DnDZ
o zz°
O oOD
'1m<
rn CAo
3 <DD
m(nm
-4
o > *m
ohm
m
o to Z
mm
0 �;U
mD
00
D 4
I
Cn D m
nm
° om
r My
o N�
m
m�
3- �r
o 00
rn T
z co v
O r
N <
K z0 mm
�g
D '0 S 0 2
mK
r Ni= Zm
CU v-
M
C m :E m m
-I m-Di OD
O �S E,o
* -� z
z ZD Dot
0 61) r�
m 0 °z
n
> mU)
Z
O Z
D V C-0
z * 0 -1
o (n m
mM
r
v :—q 0 -v
,i D m
'f07 O v
v z c)
0 m (n D
Z D 2m
X�
z o o (m
n
C
-1 _ �Z
N z 0O
C Z
0 d oz
v
in (n Z X N
r _r D
m Om
z
ym
0 Z -0
m
U)
C
A
m
O
DmOZ >0>
norm �zr-
m 4z -iTvm
�oZ=mDoin
pzmmn0Z,
-im -X z�z>
mDr;a
�mo<
�:<W<nmc0 r'1
1m0(/) \
;OSDD
0 y�Z
[mIOO.�sEn r-0
-4ZPI`L r-= r<
r-> �m
mD1rn1D0
m n0 �m
-(cDmm o XC
zmm--(0 DTI
T1NO�ZOtrnD
D=OT DZ n
0 mv4*(m
0 >o i1
Nr0m -1 Z=
Nz F io->
C --f co = r
�mDm mm mm
m m
K�Jo m> mm
0D
mm o� r-�
_ o
m�Zm �Dm
mm>-<�n°
--1 0 m -0 -II
<p0m�S
oxmmlrnm
m(noO�
22
O
(n m -
zn=�KZm
= (>U�
O�c�
Z
<0N U)r r
m>xm
�� 0
Sm1
m' o
0
IV
m
!�1
0
t0
N
v
O>
CD
_m
�D
r
r�
D
z
Dv
m�
O
W�
U) >
OD
OZ
D=
zW
mr-
nv
^m
0
�
Z
Nn
O
X
v
D
z
0
m
D
S
D
m
W
m
v
O
z
M
m
o(f)
r�
O=
z�
0z
z0
22 m
;v;0
Din
m
D
mZ
;�
DC
Z�
00
�r
1m
O >
3D
z
00
�m
Dz
m�
D
rom
a;0
3
Zz
v
C�
KO
A;0
;0K
r Z
mm
DS
0
mr
m
m
--I
v
0- imm020
�r=n�Cmn0
to D C Tn
zmM> -UMn
-1 Z-0X ,
O��zW�
=m' °'?
<°D -PON .
mmZOr=
Z v r- -n E
c)gmmOC)
r,?<0 -1D
Zm(nm r
o�� zr
�z -< gz
O Z O -0 m
011 5-m 0
M ;0 pr .U)
r, -13
nromm
-<
mz
N��D
>zzM�
zyiZrn
0m omp
zmcaZ
Z =N
n o o > z
_ -4m�
m j= 0 z
L< m Co
L< �
z Z��
rri
O Dn�
Co F-
T :U z N
n Zr0
mvM
.Zl -
m 0m�
z�
m nmD
Z �
m o00
z°z
0
�D
rnr-
z-0
>m
DN
rD
Dm
ZO
>V)
S
Z > r-
r
mn
03
om
D�
O
Z
D=
z1
O2
m rm
rn;u
MD
C
mm
G0) -q
Ln>
m�
OD
In
OD
D
z
Wv
rD
m;0
v
Dn
-4 to
m0
;o
D
z
v
0
T
0)
OM
X0
zzz
OD
DO
=j;u
Ow
ZS
-p D
Zr
r
�D
0 L
m D
Or
�W
�O
m
Z0
n;D
mm
90
rn
zC:
1m
om
z
O�
�O
v
m
"0
D
--1
m
Z
v
mx
z o
g
Zo
mz
mCn
c
C7
O
z
z
O
T
m
Ln
S
D
r
r
W
m
0
0
m
X
m
v
C
z
r
Z
N
m
1
m
v
m
N
D
D
z
v
O
m
f
l
(V
0
F,
I.L
♦♦s^^
V/
z
0
2)
O
:■
2)
0
vj
K
(n
L .
i
�Cnv
C/
0
0
i)i ■
0
=3
T �8
y N
11 / LA)
co i
n
8" Waterline Relocation Firetower Rd &
a•
(� McDOWELL & ASSOCIATES, P.A.
CD, "•.�����y %,
m
m
Newland Drainage Canal
ENGINEERS • SURVEYORS
w o 'i'� � '°o A-A
• c>
�
Z
�
P. O. BOX 391
1899 WEEKSVILLE RD.
O0
O
for South Mills Water Association
ELIZABETH CITY• NORTH CAROLINA
0]
N
(252) 338 -4161
(O
W
W
South Mills, North Carolina
!!r
I.1
I'
I '
,
I
I `
J
N �
I
I
I
I
m
,
f�
I '
,
lI
f '
I,
' f
I '
,
' � r
I '
,
I '
I
I
- 7VNb'0 3Jf "7I 10 ON
VIM3N ,
I
1
,
,
,
,
,
,
,
,
I. Iii
r„ I!
a
1 a {i
_
- ' i
Z-
M I'
,
C ..I
I
z -
1 k'' " � F
,
,f
A
0).0
I
-0'0
McDOWELL &ASSOCIATES, F.A.
O
-'
`°�V
m
O
Newland Drainage Canal
N
=
CD
r
n.
tD
I
z
(D
CF)
n°
o�
for South Mills Water Association
1899 WEEKSVILLE RD.
ELIZABETH CITY, NORTH CAROLINA
o
+
CD
a
co
O
p
-hr
-n
CD
w
w
�m
�.
a
c
p
1+
N
o
w
a
cc
m
00
v
T.
�
M
w
r-
N
j
n
8
I
�
Z
Z
N
co
;
f
cv
' l
CD
p
.
�
i
5-
D
1'
r
l
i'
�1
!
f
,
,
,
,
,
,
,
,
I. Iii
r„ I!
a
1 a {i
_
- ' i
Z-
M I'
,
C ..I
I
z -
1 k'' " � F
,
N OR
M
,f
!
m
0).0
-0'0
McDOWELL &ASSOCIATES, F.A.
N OR
M
m
a
ey
I-1
I
I
I
x
I
I
i
I�
t
"I I
ca i
7,
me
n
ft
1,
0
s
= ov)!E*W-
rneW
'U �
m0
�o
�m
Q
N
O
r
'1•I
n
r
N
C
i
r-
m
z
DOX
=m-0
O 10
0 >cc)
n r- 00>
m
<
Z <
j
D Iv
0
Z
m
x
cn
z
0
n
D
m
X
r
z
m
(D (D
ODX
rWD —�
r1 I
:U = z
po0
DO<,f
C) mn
�D
_Cn m
m
O
C0
�7
0
m
z m
N z
- o
D p
r T
r
o �
v
00
Ca
m m
c °v
n m
X a
A
CD
CA
8" Waterline Relocation Firetower Rd &
!
m
m
a
ey
I-1
I
I
I
x
I
I
i
I�
t
"I I
ca i
7,
me
n
ft
1,
0
s
= ov)!E*W-
rneW
'U �
m0
�o
�m
Q
N
O
r
'1•I
n
r
N
C
i
r-
m
z
DOX
=m-0
O 10
0 >cc)
n r- 00>
m
<
Z <
j
D Iv
0
Z
m
x
cn
z
0
n
D
m
X
r
z
m
(D (D
ODX
rWD —�
r1 I
:U = z
po0
DO<,f
C) mn
�D
_Cn m
m
O
C0
�7
0
m
z m
N z
- o
D p
r T
r
o �
v
00
Ca
m m
c °v
n m
X a
A
CD
CA
8" Waterline Relocation Firetower Rd &
N
0).0
-0'0
McDOWELL &ASSOCIATES, F.A.
O
-'
`°�V
m
O
Newland Drainage Canal
N
=
CD
r
n.
tD
o
P. O. BOX 391
(D
CF)
_
o�
for South Mills Water Association
1899 WEEKSVILLE RD.
ELIZABETH CITY, NORTH CAROLINA
o
+
CD
ao�'
co
O
p
-hr
-n
CD
w
w
�m
�.
M
South Mills, North Carolina
p
1+
N
o
w
o
cc
m
T.
�
M
WO
r-
N
o
CO)
n
�
Z
Z
::E
co
cv
CD
p
�
=
°-
5-
D
8" Waterline Relocation Firetower Rd &
McDOWELL &ASSOCIATES, F.A.
`°�V
m
Newland Drainage Canal
ENGINEERS• SURVEYORS
-
y0.
TF
• •
N
• •
o
P. O. BOX 391
—�C•T � Hen•--
M
11
for South Mills Water Association
1899 WEEKSVILLE RD.
ELIZABETH CITY, NORTH CAROLINA
co
O
(252) 338 -4161
W
South Mills, North Carolina
If
D.\Active. Projects. 1\E1769.SMWA.WL. RE LOC. BR12\a cad \BR12.FIRETOWER. 8 inch.DWG, sh3 BR12 mca PROFILE, 10/30/2013 5:43:30 PM, Xerox WorkCentre 7345 PCL6.pc3, 11x17, 1:1
+
i�
O
m
v
0
CD
CD
3
U3
0 0
O T3
r �
1+ m
CL
a
3
CD c
X
X W
v
0° m
03
<
n =.
m
m
a
m
v
m o
N
z
n
n
a
v �z
w
— -a
�0
m a
a
O
r
t7 n
- m
w =
N p
m
I(III,I �A
PROPOSED 10 W fn
COVER (MIN.)
1 I 1 11 1
m
,I
�O
C7
(2)
0
p00m
X
O
�a
��o
o-
O<m
a;
13 moo -5i -0
Asia � _
m
m
� �
0m G)
z°D
"<
go
TT M
= a
vmmz v °m °cam (p.
z m
° m
z
O v
m
n
DIz� _1m
0,
a-U
P. O. BOX 391
C, z mz m
m 0
W
m °m
for South Mills Water Association
1899 WEEKSVILLE RD.
ELIZABETH CITY, NORTH CAROLINA
b.cm
�a
0
C-
D O
�m
0)
23
o wii Q
x
Q
(A)
South Mills, North Carolina
m
g
O
o
N
m
CD
27 -0 CO S
Q
7 O
3 1+= m °v
n m
D v
�. -n
0
m =z m
° m n o
00°;
m0<
n
co Cn
m Cl) n
CD ONm -S
vmC
to
o m i
v
CL
v
U
m
O N
m
,I
�O
C7
(2)
0
p00m
X
O
�a
��o
o-
O<m
a;
ADO°
m
� �
0m G)
z°D
"<
go
TT M
= a
vmmz v °m °cam (p.
z m
° m
z
O v
m
n
il'
N
DG)0
mz --I
�
� m
mCo
m-4 m
0�
n r
z
0
T
-s
O
°
8" Waterline Relocation Firetower Rd &
�a
p
tD
v
vmmz v °m °cam (p.
(p
0m�° nb-0-1 C)
j7 ° m :H F= 0 _
0 ?501�m O
ENGINEERS• SURVEYORS
DIz� _1m
0,
OrOcv OGm) zo
P. O. BOX 391
C, z mz m
m 0
W
O30
for South Mills Water Association
1899 WEEKSVILLE RD.
ELIZABETH CITY, NORTH CAROLINA
b.cm
OMK 0
C-
D O
�m
0)
CD N
x
� O
(A)
South Mills, North Carolina
m
O
o
N
m
CD
Q
D v
D -�
m =z m
00°;
m0<
n
m Cl) n
CD ONm -S
vmC
0m N
N
DG)0
mz --I
�
� m
mCo
m-4 m
0�
n r
z
0
3
i
T
m
°
8" Waterline Relocation Firetower Rd &
p
(� McDOWELL & ASSOCIATES, P.A.Q.`
®
(p
Newland Drainage Canal
ENGINEERS• SURVEYORS
P. O. BOX 391
M
v
W
O
for South Mills Water Association
1899 WEEKSVILLE RD.
ELIZABETH CITY, NORTH CAROLINA
O
(252) 338 -4161
0)
W
(A)
South Mills, North Carolina
3
i