20010855 Ver 1_Site Plan_20010606

/ r
% , i i~ i
\ ~ , ~ / ~ / / \ ~ f PROJECT DATA DRAINAGE SCHEDULE FOR PIPES f
\ i a}06; / i~ % iy. yi ; SOIL PIPE INLET OUTLET RUNOF , ~ ~ # DRAINAGE F FLOW RATE DIAMETER LENGTH INLET INV. OUTLET INV.
/ , y' ~ ACCESS ROAD A ~tELE AT10N STRUCTURE STRUCTURE AREA (AC) COEFFICIENT FT ;u~ (CFS) (25YR) (IN) (FT} (FT} ( )
, ~ f O S1 . , > r ; MSS, STA. 10+00 32.13 C W/FES ~ -0,23, PC STA. 10+00.48 32.11
n~ ~ ~ ' / r' CM ~pF lpF ~ Ga~~~W STA. 10+50.00 30.69 27,85 27.74
~o ~ i 9 J, e N a (0) PT STA. 10+58°82 30.40 CULVERT #1 FES~1 FES#2 0°24 0.35 0.68 15 69 ~ °F IMF MFj STA. 10+62,00 30.29
' ~r ~ ~ ~ ~(Y) STA. 10+74°22 TIE TO EXISTING E/P CULVERT #2 FES~3 FES#4 1.02 0.35 2.91 15 62 27.39 27.20 F(,I) 2j3
- _ M A Nqp ,..;:.cr Nq0 233 39g SOIL
S ~ ~ ~ + s i ~ , \ B3 8e?4e4~~, ACCESS ROAD B G.ELEVA110N * WSEL =WATER SURFACE ELEVATION ~ ~~>9 , DRAINAGE NOTES
, ~ ~ i T r S STA• 20+00 32.13
? r ~ C ; G r` r ' . y ,zo ~ ° STA° 20+50 31.50 STA° 21+oa 3o.8e 1, ALL STORM DRAIN PIPES TO BE RCP.
y~i , y ; ' x.20 \ PC STA. 21+17.46 30.66
~ END END \ STA° 21+50°00 30.26 PT STA° 21+75,80 29.94
' ~ r` SWALE t r , ~ ~ ~ SCALE ~1 STA° 21.60.29 TIE TO EXISTING E/P
, ~ y ROPERY uNE (TYP) GENERAL NOTES
/ ~ ~ / i , ~ . ~ y \ 1. ALL DISTANCES ARE GROUND HORIZONTAL UNLESS OTHERWISE
; , ~ ~y' P' im' 1+ k . y ~ \ SHOWN.
Y ,
,d. ' 2. ELEVATION BASED ON NGVD 29 CCESS
~ \ ROAD % , , . ~ . , ° ROAD "B" " \ NOW OR FORMERLY I-40 INVESTMENT GROUP 3. CONTOUR INTERVAL IS 1'
, r t DB1393 PG 0844 ~
• y 4. UNDERGROUND U1ILITES (ELECTRICAL, TELEPHONE, CABLE N>
~ RTY HOWEVER THE ~ WATER, OR SEWER) MAY CROSS THIS PROPE ,
~ , f ; BEGIN ~ \ ACTUAL LOCATION HAS NOT BEEN DETERMINED. ,,SWALE ~1 r ~
: , 1:;' , ~ r { ~ \ ' , d` , l ~ 5. ELLIPSOID REDUC110N FACTOR: 1.00000438, SCALE FACTOR:
.ACCESS , .e~ 568. . _ , • „ 100000220, COMBINED FACTOR: 1.000006
' > CJ , d. ROAD : A _ - _ . ~ ^ F : : y w, 1. , _ ~ . r

~ ~ * .k.. ~ , \ , . T a ~ LEGEND
' ~ .90 . 31:-=;..,.. . J.. x.31.; ~ EGIN
' 3200. ~ ~ . ,v ~ 3 _ _ , -..-..-...--..-.1 'SWALE ~2 - TREE PROTEC110N FENCE ,
/ ~ , i ~ m ..fly. h.. _ F "_i : ~ ~ ~ f. ~ 5: l+ i w' . _ _S ~ ~ _ `,s ° - CENTERLINE OF PROPOSED DITCH f M 7. y
' , / , . . h , ~ j • r•... ' l i W:~.-... ~ ~ ~ LIMITS OF DISTURBANCE
• APPROX. L ; ~ ~ 3t.. • , { ~ OCATION OF 80 ir?< 300 " : , .L ....,tt i so.
CORRIDOR FOR PROPOSED ~ - .y~ , i ~ . . . y~-.«.....• ~ - 12~ , i,. ; ~ F • ~ _ ` ~ ~ ~ ~ PRO
ON LINE. EXACT ~ ~ ~ o~ j..... ~ . TRANSMISSt ~ .~,r ~ 0 ~;4k •4 , o'.:' , - - ~ • _ _ ~ ~ m _ . _...........1LINE AREA Di = 0.27 AC .
LOCATION , ' p~'.p ; DETERMINED. ~ ; ~ ~ _ ~ _ _______'y ...I...; , .
_ y} m _ _
y ~ ~ ' i , . 1 _ r= ....I: t ~ w::;.,-..- AREA D2 = 1.34 AC .._~_,.I. ~ ..^..u..~._µ_.T_.~.....i ____~_._.._w__..__w
E...... ~...T;...:... ........................r, :..................................i
r,. • ~ • , ~ ...F ~ .~5 , I ..i.. r , L,... AREA D3 = 0.92 AC
, ~irr ~r . ~ _ , I : ~ i ~
qq,q•'v+ / ,r. , , ~ } BEGI { i......;.1.. i .............4 y 11 .
' SWALE ....tT. r._' ' _y .~w j ~
SEE EROSION AREA ! - - - - - _ - - _ - ~..-...r..~ r r ~ I .SUBSTATIOM..EXPANSION A . _ ~ REA D4 = 0.52 AC
(PROPOSED ~ _ r: ' CONTROL DETAILS DJ I. ~ • /ice; ~ i _ _ _ _ _ _ N..~._~ : ~
. - , ~ , ~ ~i. ~ y.-. ~ FOR SWALE ` • 1. t . ~ • _ _
. + ' ~ mfr ~ ; INFORMATION. TYP) ~ , ~ ~ ~ .I G S = FINISHED SOIL GRADE ~...-...1"..~.....'~..-!:.., / 350.00
w T- - -~-.~-^..~..~••i ~ STONE ELEVAl10N IS 6 ABOVE G/S ON ACCESS ROADS y
_ _ _ . I; _ ~ • ~._~i ~ ° ~ ~ ~ • ~ a ' r STONE ELEVATION IS 4" ABOVE G/S ON SUBSTATION PAD ..y~`.~~..~....~...
. . . , PRO D TREE t ~ . E. 0.5~ 1= ..D~Sx - - - - - - - - - - - - /
I y,~ , , ~ . I. ~1 ~ ~ i ~ LINE ~ ~ z.~ J-- ....~......E,~...;... II' F q •YN ~ ....~......:.,~...-...:::r ~ ~ ENDANGERED SPECIES AREA r ...................f ~
• N ? • CAROLINA POWER k :L........
_ _ • _~:....."I:,":.;"._;°.." ..~..F.. ~ ~ LIGHT COMPANY t ••.h-"• - .I ~ " DEED BOOK 859 WETLANDS AREA
4 I , ,F ~,,k•, , I.,., ~:~~...r M'~ ~~1"•~:~...~ r I PAGE 725 ~^r ~ . i ~
{ . + I _ _ .y. . . r% i , L. _ _ .y. ...I y
. , T ~ ~ . s ~ l
~ • : 1 • ~ r,; r'\\. mss' % ~ i t. _s 1 II f
1 - : - 'I ~ ~
• I.. . • , r f ~q • ? ~ ' , , r ~ , , T. ~ ,..E e® f I . - - - - - _ _ _ _ - I ' GRADING NOTES .....E . • j ! j _
~ END SWALE ~ ~ r € ~ f _ 1 ' ....4 .•...p
i r ,r' \ t,•\ 31:90 00 . • . ~1 , . j . yy ~ - , 1. ALL CONSTRUCTION IS TO BE PERFORMED IN .........j ty C r COUNTY
~ nm~ . . s. ~ ~ _ , ~ °°oS y ; ACCORDANCE WITH CURRENT NEW HANOVER
• / C nY, ;N i~ amnz as.«u° ~4 .,~.r r..~.. _ ..,k. •,4 • ~ y I ~ SPECIFICATIONS & DETAILS. 1 . . o ~y 6
r , . _ , r, w~~. . \ , ~ ~ ~ 31:90 3200 / - _ 1 , n , ~ y. w„y\\ , " ~ ~ ' :"nr''"r~' ..~sd~•~r.a'iY~::~«~ iW « i... • . ! ~ ~ 2, ALL PERMITS RELATING TO THIS PROJECT MUST 8E
i ~ ~ r>: ~ • 29 f , v ; ~ PROPOSED TREE • - ' I ~ j A OBTAINED PRIOR TO CONSTRUC .
.
~ r , DISTURBED , i• , ~ is ~'~•r" i`... ..\.?~.,r~...•,~....%\..~ ~ ;j r~o?~°..~• ~ - :,..r (PF(D) \:a r I x\ ~ :.,r.:_ - - - - ~ r _ y 3. INITIATE EROSION CONTROL SEQUENCE BEFORE ' ~ BEGINNING CLEARING AND GRADING OPERATIONS.
i'•,.." PROPOSED CHAIN LINK DICE I .
Designers Plan Certification: 4. GRADE AREAS TO BE CLEAR OF ALL VEGETATION. y y r
PROTECT VEGETAl10N BEYOND GRADING LIMITS.
' , "I hereb certif that this plan has been prepared in accordance with EX.'"tREE LINE TYP j Y Y ~ ~ ~ the latest New Hanover Count Ordinances and Storm Water Design 5. CONTRACTOR TO CONTACT ENGINEER AND OWNER IF
,i--" . ,t y y Y Y Manual." UNDERCUTTING OF SOILS IS NECESSARY FOR
h ~ ~ ~ ~ GEOIECHNICAL EVALUAl10N. ~ iy .v
i Signature:
~ ~ \ R; , r I END "r~ r y 6. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED
ca ,m° ~ ~ , Y` : ~ t • ~ ~ ';tI TRACTOR TO ENSURE ~ • r t "~w • CON I ~ I . Printed Name and Title: AND STOCKPILE. COORDINATE STOCKPILE AREA WITH ~ OWNER DURING CONSTRUC110N.
y Date:
, % " ~ DRAINAGE IS DIRECTED ~ ! • r ~ . ~ , a'f•~`•"' ~ 7. ALL BANKS AND SWALE SIDE SUES SHALL BE GRADED
' . • r', , : ~ ; THROUGH FlLTER STRIP 1 ~ ~ « <v' AND OUT INTO EXISTING 3 • ; r . - ' t .."r' r.'•,a, ~ Re istration Number: WITH NO GREATER 1NAN 3:1 SLOPES, UNLESS NOTED ~ 9
` SWALE ALONG EAST SIDE ! Ilr . . ' , „r"- CONTRACTOR TO GRADS j OTHERWISE. . ~ , y SLOPE AS NOT 1'0
.fit. ~ i . OF EXISTING SUBSTAION. ;1. ~ , DISTURB AREA OF ~ 8. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
E's~-~'• ~ STANDING WATER OCCUR EXCEPT IN AREAS OF SWALES. . ,r. y,,...' ~ 1HREATENED AND
, E .......i.... ~ • t •f ..,.N r .q ,,.z'~, ENDANGERED SPECIES. ! Owner Certification: , Property 9. OPOSED SPOT ELEVATIONS ARE SHOWN AT FNISHED y j PR
5-- • « ~~.,_-.r___~_~,.~I;, C~~ 01 Est c' r (i C "r"~ ~ ~ ~ , SOIL GRADE, UNLESS OTHERWISE NOTED.
,w:.,. ~ , , 1 i n ,M , , d • r ~ ~ y I I (We) hereby certify that I (we} am (are) the current owner of the Y ~ y -To-Construct" an
m: , f , ~ k l ~ ~ i ;n~,. • r . . ~ property and. thot upon receipt of Authorization Y 10. CONTRACTOR SHALL FlELD VERIFY EXISTING TOPOGRAPHY ~ .-+t truction or develo ment will be erformed in `y ~ I clearing, grading, cons P ~ P IN RELATION TO THE PROPOSED GRADES TO ENSURE
r S y ,r.=~~'""~ j accordance with this plan and that the applicable ordinances and rules DRAINAGE IN THE DvREC110NS INDICATED ON THE PLAN.
f~ ; ~ EXISTING SUBSTATION I ...•.j:. ~..~n',......-,.. J ' ' i 3• r '••~'n'..•-.'"~-~ r~r-' of New Hanover County, the State of North. Carolina and the Federal ~ I
i f f r f I i I't , r V , i x 4 ! i ' M1 ~ ( Y , ~ Government and its agencies which are hereby made part of this plan,. PLACEMENT TO BE DONE IN ~ j 11. COMPAC110N AND FILL
I ~ r,, ~ iiF j ~ i ~ M ~ / ..r E 1 : (r'~}.. 3 r. V~'"~G.:: -{j~}~...... r ~~"~.~.;,':r Y^..... ,.r"" I r„ Y.. .M. ~ •,,,,:y , As the owner, I (we) accept full responsibility for the construction and ACCORDANCE WITH CPdd. CONSTRUCTION STANDARDS ••-~"""S~~ •'•""Y ! operation and maintenance of the proposed facilities. I (We) wdl not AND SPECIFICATIONS.
v . } ,3 4 • ! ,,.~-~.•:y~. j attem t to transfer of this res onsibility without the written t P P
, . .f 1 r .;n: r ! 1 % who „ . r. r 1:1 f......_ny ~ . • ' """•t~;~~~" `,..~;.~,..,.._~_.:.=.'`--•:.~.~^•<.,~~,'°<,.:;,.;, authorization of New Hanover County. 12. TOTAL DISTURBED AREA = 3.50 AC
j 7 ,.3~ y,. 4~. Y ~r r ..,,a-... ,~'rs:fS~. ~ r ~~e'* / ' Y ,^e., r ~ ~ t Y g
~ Si nature: _ i ~ < wage" a~
t. , .-h ~ ? ~t i ~/r I~ I 't'` I , , - Printed Name and Title:
j , ®,m R®l CA ~P~®®~ . ~.a....
a, ' • _ -•----fil-i. « «.....t3H ...........«..'t~?Ei Eti{.. ,Jrl t1H,.. C71~,.. ~ , ~ , r ~ , Date: ~°®m ASS/ '°®®q
7 ~ , 1 cM ~ . _ m. ~ A _ , ~ ,ww. t. ® ~ QF a~ ~ - r..,.,.......
~ $ ¢ NORTH
A ~ ~ „
~ - N ............_„~,.....'W"-..v".:'~•.w,=.,i-:.•.-'Y-..,w.~~.:'~:.'.'-...,..~, _::~_~:.c:~_.. 1`~ ''~,q °®®°Y~i~~~Voa g!~• ti'a 40 0 O
• :v^A~ .<J, r ?~31' < a r ' ~ ..,w ? a~ J € i~ ~a 'B i~ ~ L~
q , . , • , ,r. , • ,.b..•.. 1 :.w/. flay J ~ , ~.y_. x ~~jYM ~k;;,, `~~~;"~""~:-~.~~'-'y'am="~~_::-:W::~:~::~:. ~`s~lns„EE,lti' SCALE: 1"=40' Horiz.) (
F
LIMITS OF SURVEY ~r,~. , { s F~: ~ ~ 5625 DILLIARD DR. STE 1.17
. , ^ ~l, it CAROLINA POWER !c j1 i , 1 • ` GARY, NORTH CAROLI A 275 1 0 0
• LIGHT COMPANY ~ CAROLINA POWER & ;•I`~r jll~'" DEED• BOOK 859 ~ LIGHT COMPANY I ~ :~.E-•"" 919-233-8091 OFFI E o 919-233-8031 (FAX A~,~,~.,,,
rnvc ~c~ DEED BOOK bt)9 PAGE 725 GRADING PLAN
CASTLE HAYNE 230 W SUBSTATION FOR
CP&L - A PROGRESS ENERGY COMPANY
LOCATION SCALE
CASTLE HAYNE, NORTH CAROLINA 1"=40'
2 4/16/01 REVISED PER CP&L MEL MJM MJM DESIGNED BY DRAWN BY DRAWING NUMBER
LRA MJM MJM MJM EEK RDC 45987 1 4/6/01 REVISED PER CP&L
CHECKED BY APPROVED BY CG1O1-O1590121.DWG
REV DATE REVISION BY CKD APP MJM MVZ

f.
r' BROOK~AIE OR
i i

i~' PROJECT DATA
?t , / /r SOIL
/ / ' / / ~ i / ' .ACCESS ROAD A OtELEVATION p
\ \ r STA. 10+00 32.13 ~O ~ ~ t
,i J; b ~ SS. PC STA. 10+00.48 32.11 ''1zs 'b
'8~•` ~ RELOCATE EXISTING cM p ? ~ la •~i•?3'p~, STA. 10+50.00 30.69 a O,y ~eF~~ GAF w PT STA. 10+58.82 30.40 °
~ POWER POLE ~ , ) ~C STA. 10+62.0 0 0 30.29 ~ d F OMF MF) STA. 10+7 ~ ~ ~ Nay) 4.22 TIE TO EXISTING E/P ~t ,
1 COORDINATE f f~ ~ F
Hqk) ~ /339 ! SOIL ~ 0 33 9 A ACCESS ROAD B OtELEVATION 93 88? 8A~ , S Sp ~
~ ~ Irk _.f j / 4A~ ~ STA. 20+00 3 . 'fit o= ~ 9S. ? 213
~ ~ STA. 20+50 31.50 ~ STA. 21+00 30,gg SITE
~,p r~, v v3 ` P C STA. 21+17.46 30.66 tss~
p h• ~ STA. 21+50,00 30.26 ~ PT STA. 21+75.80 2g,g4 ~
~ i / 1 ~ x STA, 21+80.29 TIE TO EXISTING E/P y
~ f ~
~ ~ „ ~ , pp 95 R ` N ~
i~9 ,i ~ ~ a~ ~
/ ~p ; ~ \y
`j. P NOW OR FORMERLY
~o0. I ~ - ' I-40 INVESTMENT GROUP VICINITY MAP D61393 PG 0844 NOT TO SCALE
~ ~G y ~
~0•
~ PROJECT DATA
~ ,.f ~ ~ ACCESS 1 j( r ¦ ESS g0 ~F
1 : ~ 7 ROAD B ' F p'~ ,f ACCESS .D `B` 1''`9' ~ _ y ~ SITE AREA TOTAL 9.34 ACRES
V , r,,~ . . ~ ~ 1 ROAD A , ~o - ~ DISTURBED AREA - 3.50 ACRES
~P r;, ,y ~ ZONING = R-15 RESIDENTIAL DISTRICT
0 i i, .r ,i 15.00 ~ y ~ 95 R y,, 15.00' _ y PROPERTY OWNER - CPBd. - A PROGRESS ENERGY COMPANY
412 S. WILMINGTON ST.
~ ~ `v o : RALEIGH, NC 27602-1849
: N ;J ~ i ` f O ~ ~ Pc +oo ae S N n, '
` NOTE: AN ELECTRICAL SUBSTATION TYPICALLY REQUIRES A SPECIAL s USE PERMIT IN R-15 ACCORDING TO COUNTY ZONING ORDINANCE.
f v` y~. °o, s THIS SUBSTATION DATES BACK TO THE 1950 S AND NO SPECIAL
~ ~ ~ \ ~ l' o~ USE PERMIT IS IN EXISTENCE CURRENTLY.
v a. ~ L~ ~ f,. h, LIMITS OF
T ~ . ,I. DISTURBANCE
, TYP) FRONT YARD SETBACK = 25' t , SIDE YARD SETBACK = 10'
, ~ ~ .r „ ~,t ~ ~ ~ REAR YARD SETBACK = 20'
~ ! ~ L rev,;
/ , ~ ~ f T NOTE: SETBACKS PER NEW HANOVER COUNTY PLANNING DEPARTMEN
~j1 vin.., v~1J^.,",,'"~, sr€.v.r"'-yf"^. r~"v.,,.^.,y.~.~+ y,rl.v •Fv. ~ st h
f~ i ~ ,,h .wv'/~.v ,s.v ,/vY,.~.vyfn,~,.r.rv .r•~ r' ~ ~ ~ ~ } 3 PRE-CONSTRUC110N
• ~r~ ~ tl ~ € 3 I yr v v„/r^ ,.v,,r ,€..t .'''vv'"'v ~~\,,J.r"v ~ PE,~O OS~D ~ V~L ° r N IMPERVIOUS AREA PERCENTAGE = 6.64
/ ~ . ~ ~ ~ ~ ~ A~ lid ~,,,h,..,%., ,'€.y,-..,.,J€, r1. f ( `~;v' v,.r~.,\,., vl,• vVr"'v v.,,r/`.v v, .~.v,/`~ ~v.t" ^ ~v J
, J, i ?,r'' , v..,-'" w,r'^v . v,y,.n.~. //vv %•^vvf~ /w r^v, r~. in POST-CONSTRUC110N
/"c vv' ~ ~.i EDGE OF PROPOSED GRADED ~ .y, r f,-, o IMPERVIOUS AREA PERCENTAGE = 12.63 0 0 0 0
\ , p , N PAD. GRAVEL INSIDE FENCE, ,f~. ~,.~J~~~,.<, r,;,~w , ~ a ~ ~ SOIL TYPE = TORHUNTA LOAMY FINE SAND, AND LYNCHBURG FINE
r~; % q7 ' .~P ,,.y. GRASS OUTSIDE FENCE TO ,,~"~,v,; J., ,M. ~J ~ ~ ~ a t y •.r ,t, ~ € ~ ( ~ Y . ~ti ,y~~ , ,,'v,~,', , M f~ N N ~ SANDY LOAM
I ~ \ t ~ EDGE OF PAD TYP1 r~~ rt ( ( ? o ,
i I ~ .i ,J i' i' ~ ~ `y ~ v..% vy' ~r v~.nvYrh.Wnv.'~ r~v„/"`y,r"v ..'"ti ~ v
! / r I 'may '~1 1 I ~ 'i PROPOSED 7 HIGH FENCE y'^~ ,1, m,, • ~ m
( 1 .c SITE NOTES D CAROLINA POWER &
p LIGHT COMPANY
- PROPOSED TREE ~,,~y' ~ ~ f' ~ tt` ~ I ~ \r r~fr 4ti.?`'....r'~v ,''`v.,+"v~..^. .~^,,ysiy,,.,fvv N DEED BOOK 859 1. NO HAZARDOUS MATERIAL IN REPORTABLE QUANTITIES
m PAGE 725 ~M WILL BE USED OR STORE" ON SITE.
, '.irl.. ` ~ "4 ~ yr,.,a..v.. v d ROPOSED TREE D 0
LINE ~ 0.00' ~
/ ! i ~ .
t..., y''~ vl ? v' v ,J~ ' v O~vvJ': v, ~v,.nvo' v va'~''+ 'f v. ' ' ' \ f 1 ~ i`~ ^y
~J,J t ~ ,~v/.vv,,'` rAv .r^. 1'v. .iv ~ ~ ~ f T` v~ o b ~.r;. PROPOSED GRAVEL ROAD/PAD ~ ~ ~
a N
f PROPOSED TREE ; -X- PROPOSED T HIGH FENCE
r, ~ ~ ~ ` ~ LINE ' ` o N WITH 1' BARBED -WIRE
~ 3`•.. i N 0
~ '%i POTENTIAL THREATENED AND ENDANGERED SPECIES HABITAT ~
EXISTING TREE , „ , ~ LINE 100.00 100.00 r~
, DISTURBED s. tt, \
r Designers Plan Certification:
ISTING CHAIN 120.00 ~ 12~ 00' " / : ~ r ~ r ':a LINK FENCE - , I hereby certify that this plan has been prepared in accordance with
N ~ ~ ' E E. ~ the latest New Hanover Count Ordinances and Storm Water Desi n " Y 9
v Manual.
I v ~ ~ .Y : , , . , (~NERAL NOTES
: i v~. % ' ~ 7~ , t, ' r ' Signature:
~ r... "I 1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE Printed Name and Title:
WITH CURRENT NEW HANOVER COUNTY STANDARDS,
EXISTING TREE ~ I , -„W,."~"~~ SPECIFICATIONS AND DETAILS. Date:
` ~ EXISTING SUBSTATION } : ~ , LINE ~4. PROJECT MUST BE OBTAINED ~..t Registration Number: ~ 2. ALL PERMITS RELAI1NG TO THE
> ;a' • PRIOR TO CONSTRUC110N.
f i
f r~•I s.. . ,,,...~-,r 3. ALL DISTANCES ARE GROUND HORIZONTAL UNLESS
A~,. ~ OTHERWISE SHOWN. Pro ert Owner Certification: ~ P Y
- ~ ~ ,.q ~ ,..p ..q ~ O Y,`.. .y R r; r'' f y
, ; - ~ ! ~ ,0 ~ r f ~ , , I. . h rr wner of the 4• CONTRACTOR SHALL FIELD VERIFY EXISTING ABOVE AND I (We) hereby certify that I (we) am (are) t e cu ent o ° an BELOW GROUND UTILITIES PRIOR TO CONSTRUCTION. I( property and that upon receipt of Authorization-To-Construct y
. , r . . ~ , . , . , ~I ~ .:Y` Gi '..yy:... ~ ~ r Nc" F clearing, grading, construction or development, will be performed in
~ FR ~A h ...;;~t.--- ;.,L._._. i..--~-- mot. FO ELEVAl10N BASED ON NGVD 29 NF ~ accordance with this plan and that the applicable ordinances and rules 5,
..Sp rv., ! u. 7" - FC SA ~ " of New Hanover County, the State of North Carolina and the Federal FCC . ~ ,
i a I ~ :T , . . ~s~: FS ;,,.:-t, Government and its agencies which are hereby made part of this plan. 6. SURVEY INFORMATION TAKEN FROM McKIM & CREED S
! ~ ' ~{ia." ii. ,~K.. , \ As the owner, I (we) accept full responsibility for the construction and WILMINGTON OFFICE. ~'a`"~~~ ~ ~ o eration and maintenance of the ro osed facilities. I We) will not
I F , v ~ t P P P ( attempt to transfer of this responsibility without the written
, ` I ~ t.. .L :::r . ~ L. ,i. authorization of New Ha a County.
~ . p ,.,.w- .
'C .t ? • " ' \ ` ~pgtl4lt9P~p~® . , u . ~ Signature: ~~ya
'.t .w' E I I: - ~~u<s' " Printed Name and Title: ~
t ! ~
, " - "'v~ ~ , a Date:
' i,~"' ~ ! ~i „ ro ~ 4 .w.. . ~
I . ~ r., . , r . ~ ~ ' . s - - . n• ~ aeZ... F ...t; ............,,,l.I;{............. t.iw v,.1_ G.f_ ,.1_ t F L.. t.3... ~ 1... . ...w.w~.~::i~::i. 5 4. It,. N.. ~ C a .1 ......................N.... l~1t,1G6V ~y.
g Sao $d "®•o~timO~M® 5- a° I i
.;.~Y~ „ M ~..i t. J. MP
q , A q ~ O " 20' REAR YARD SETBACK
, • , SCALE: 1"=4d Horiz. ( )
0 q ` , , q ~ ~ w.\ , r:lF.~~;,,,;,; r<rx - u. " :..-~:n,.,.~1. w..., ~ ,
T ~ ~ 0 , 5625 DILLIARD DR. STE 117
.,SA "~';.~r y'..~.'~,~~~~ CARY, NORTH CAROLI A 275 1 D o 919-233-6091 OFFICE ~ o
~CI~_ .w ~i ® a~'~CX,!+-i !-II1/1TC nC CI IDIICV
fly ~3~7-oUi31 (r AA) Ntc-'a AFWmNuArQR"
SITE PLAN
CASTLE HAYNE 230 W SUBSTATION FOR
CAROLINA POWER & LIGHT COMPANY CP&L - A PROGRESS ENERGY COMPANY
DEED BOOK 659 LOCATION SCALE
PAGE 725 CASTLE HAYNE, NORTH CAROLINA 1"=40'
2 4/16/01 REVISED PER CP&L MEL MJM MJM DESIGNED BY DRAWN BY DRAWING NUMBER
MJM LRA RDC 45986 1 4/6/01 REVISED PER CP&L LRA MJM MJM
CHECKED BY APPROVED BY
REV DATE REVISION BY CKD APP MJM MVZ CS101-01590121.DWG

WETLAND LINE TABLE WETLAND LINE TABLE \ ) NCGS"HAMPSTEAD"
AREA EB,FA, AND PA \ N(Y) 213650.1304' ~ ' E(X) 23360$1.5546' ~
POINT A North: 213387.9716 East: 2338848.0306 FA7 North: 212667.2057 East: 2339080.6987 AREA PB AND FC S 36-17-11 W Length: 20,56 N 62-50-55 E Length: 35.44 POINT B North: 212459.7851 East: 2338718.1435 ' NAD 83
FB61 North: 213371.3989 East: 2338835.8628 FA6 North: 212683.3785 East: 2339112.2333 N 22-48-40 W Length: 19,60 < \ ~
S 23-21-05 W Length: 47.02 N 60-16-02 E Length: 36.48 FC2 North; 212477.8522 East: 2338710.5447 FB60 North: 213328.2302 East; 2338817.2255 FA5 North: 212701,4710 East: 2339143.9107 N 05-55-58 E Length: 29.45 ~ \ e 1 \ ,
S 02-15-45 W Length: 30.18 N 60-24-57 E Length; 49.34 FC3 North; 212507.1444 East: 2338713.5887 \ 1 \
FB59 North; 213298.0737 East: 2338816.0341 FA4 North; 212725,8302 East: 2339186,8183 \ N D9-24-03 E Length: 48.91 ~ ~ \ \8A~ ti
S 80-11-52 W Length; 34,54 N 60-45-46 E Length: 38.18 FC4 North; 212555,3975 East: 2338721,5776 \ F857 North: 213292.1934 East. 2338781.9983 FA3 North; 212744.4783 East. 2339220,1343 N 02-45-09 E Length: 30.20 l ~ \4~~As
S 27-16-33 W Length: 5.88 N 63-53-27 E Length: 46.76 FC5 North: 212585.5627 East: 2338723,0279 iv s ~ ~ A3 , ro , SITE
F856 North: 213286.9672 East: 2338779..3037 FA2 North: 212765.0566 East: 2339262,1228 N 25-18-00 W Length: 85,50 N N \,S F rn •
S 67-37-12 E Length: 48.40 N 59-07-20 E Length: 54.77 FC6 North: 212662.8618 East: 2338686.4888 FB58 North: 213268.5390 East: 2338824.0581 FA1 North: 212793.1650 East: 2339309.1299 N 29-38-00 W Length: 28.75 ~ ~ ~ ~~0 ~3 v ~ ~ CMF ~ ~
S 70-18-04 E Length: 16.53 N 56-31-58 E Length; 14,56 P817 North: 212687,8515 Eost: 2338672.2734 \ - N Y 213399.8477 J/ ~ \ E 2338824.4795'
FB55 North; 213262.9671 East: 2338839.6207 North: 212801.1943 East: 2339321.2759 N 71-43-43 W Length; 31,77 \ S 70-58-48 E Length: 27,33 N 25-39-45 W Length; 10,49 PB16 North: 212697,8120 East: 2338642.1052 ~ \ \ NA 83
FB54 North: 213254.0603 East. 2338865.4587 PAt North_ 212810.6496 East: 2339316.7330 N 73-39-10 W Length: 34.95 ~ro / ~N ~
S 65-11-16 E Length: 29,87 S 62 48 15 W Length; 60.49 P815 North; 212707.6489 East: 2338608,5681 i` / \ / \ ~o N55 07-yy \ 0.71 IPF CMF ti ~ / F D ) VICINITY MAP -NOT TO SCALE
F853 North: 213241.5255 East: 2338892.5713 PA2 North: 212783.0036 East: 2339262.9302 N 72-49-58 W Length; 36.08 ~ S 68-25-04 E Length: 28.54 S 61 35 27 W Length: 57.97 PB14 North: 212718.2983 East; 2338574.0956 ~ CMF O ~ / ~,s1 OE ~,~1
F852 North: 213231.0274 East: 2338919.1104 PA3 North: 212755,4235 East: 2339211,9414 N 76-19-57 W Length: 31,77
S 40-23-32 E Length: 37.16 S 62-Ot-O6 W Length: 65.12 P613 North: 212725.8052 East: 2338543.2252 FB51 North: 213202.7254 East: 2338943.1907 PA4 North: 212724.8699 East: 2339154.4341 N 73-05-09 W Length: 62.20 \ / 9~i ~ 6 F982 " ~ / qrs. ~5 2
S 28-38-11 E Length: 90.17 S 60-13-02 W Length, 61.86 PB12 North: 212743.9016 East: 2338483,7158 \ / NCGS CULVERT 2, j 6 N{Y) 209054.3883 TBM RR SPIKE / 2p5
F850 North; 213123.5851 East: 2338986,4046 PA5 North; 212694.1433 East: 2339100.7449 N 65-23-17 E Length; 28.36 ' E(X 2337550,3509' ~ FLUSH WITH / NA 83 PAVEMENT 1~1 q
S 29-42-07 E Length: 61.20 S 63-47-05 W Length: 63.51 P611 North; 212755.7127 East: 2338509.4993 \ ~ FB49 North: 213070.4259 East: 2339016.7285 PA6 North: 212666.0880 East: 2339043.7675 S 76-42-54 E Length: 54.27 \ EL 30.7 `'1~' ~ ~
S 30-24-12 E Length: 52.68 S 61-00-55 W Length: 29.82 PB10 North: 212743.2417 East: 2338562.3170
F648 North; 213024.9902 East: 2339043.3890 PA7 North: 212651.6380 East: 2339017.6824 S 74-16-19 E Len the 55.49 S 47-11-13 W Length: 46.91 N 41-54-03 W Length: 22.01 PB9 North: 212728.1999 g E , / , 7
PA8 North; 212668,0200 East: 2339002.9832 ast, 2338615,7294 ~ \ FB47 North: 212993.1098 East: 2339008.9770 S 75-08-02 E Length: 59.63 \ \ / ~ s
S 61 37 07 W Length: 57.01 N 63-36-28 W Length: 48.92 PB8 North: 212712.9012 East: 2338673.3635 \ FB46 North: 212966,0108 East: 2338958.8194 PA9 North: 212689.7657 East: 2338959,1620 S 48-44-29 E Length: 34.05 ~ ' / i~,~0~ 1
S 59-05-01 W Length; 46.76 N 29-25-15 W Length: 54.64 PB7 North: 212690.4466 East: 2338698.9602 j ~ti t
FB45 North: 212941.9861 East: 2338918.7031 PA10 North: 212737.3590 East: 2338932.3217 S 24-57-04 E Length: 64.69 / ' 'y~ 1 / ~ ~
S 60-32-24 W Length: 31.30 N 32-30-54 W Length: 33.21 PB6 North: 212631.7942 East: 2338726.2 \ 494 F644 North: 212926.5923 East: 2338891,4503 PA11 North; 212765,3634 East: 2338914.4707 S 21-59-49 E Len the 55.10 ~ F838 /
N 48-13-52 W Length: 17.73 N 30-05-42 W Length: 50.06 P65 N rth• 1 .705 g o 2 2580 3 East: 2338746,8875 ~ ~ ' ~ ~ NOW OR FORMERLY
f643 North: 212938.4027 East; 2338878.2266 PA12 North: 212808,6750 East: 2338889.3688 S 07-52-21 W Length: 33.98 ~ N 18-58-35 W Length: 61.82 N 32-08-35 W Length: 24.09 PB4 North: 212547.0456 East: 2338742,2333 ~ ' ~ b ` F655 ~ I-40 INVESTMENT GROUP / ~ ~G y b D81393 PG 0844
FB42 North: 212996.8629 East: 2338858.1240 PA13 North: 212829.0726 East: 2338876.5521 S 06-11-02 W Length: 35.69 \ ~ , y ~ / ~-1;``~ 1
N 30-05-20 W Length: 61.26 N 09-35-07 E Length: 35.23 P63 North: 212511.5632 East; 2338738.3888 `
F641 North: 213049.8681 East: 2338827.4117 PA14 North: 212863.8107 East: 2338882,4185 S 05-20-14 W Length: 26.37 \ \ N 33-14-56 W Length: 54.00 N 17-38-52 E Length: 48.32 P62 North: 212485.3075 East: 2338735.9359 \ ~ ~ ~ ~ ~i y ~ i ~ ~ ~
FB40 North: 213095.0281 East: 2338797.8048 PA15 North: 212909,8567 East: 2338897,0674 S 29-30-39 E Length: 13.44 ~ ~ ~ ~ ~ ~
N 56-29-10 W Length: 36.67 N 55-44-56 E Length: 41,23 PB1 North; 212473,6112 East: 2338742.5563 \ FB39 North: 213115.2750 East: 2338767.2311 PA16 North: 212933.0618 East: 2338931.1472 S 60-29-21 W Length: 28.05 F ~ ~ s
N 70-27-06 W Length: 47,43 N 61-32-20 E Length; 75,29 POINT B North: 212459,7941 East: 2338718.1454 ~ / ~ L~. ~ y o,
FB3B North: 213131.1452 East: 2338722.5350 PA17 North: 212968.9422 East: 2338997.3377 I~{f s / 1 fr
S 11-12-57 W Length: 11.90 N 63-46-09 E Length: 47.39 Perimeter: 928.31 Area: 9,687. sq.ft. 0.222 acres FB37 North: 213119.4725 East: 2338720.2204 PA18 North: 212989.8880 East: 2339039.8475
S 61-57-46 E Length; 23.68 N 59-OS-07 E length: 35.06 / / q~4 ? yr"
FB36 North: 213108.3418 East; 2338741.1213 PAi9 North: 213007,9005 East: 2339069.9267 S 58-23-58 E Length; 43,26 N 23-31-04 W Length: 42.15 ~ ~
F635 North: 213085.6738 East; 2338777.9668 PA20 North: 213046.5494 East: 2339053.1074 \
S 37-48-50 E Length: 33.59 N 28-59-32 W Length: 54.48 \ .ti5 F840 ~~'j 5~6 ~ CO r x / / MMUNIGA,10
FB34 North: 213059,1375 East: 2338798.5608 PA21 North: 213094.2022 East: 2339026.7014 / S 29-45-28 E Length: 43.98 N 30-06-33 W Length: 48.32 /
FB33 North: 213020.9571 East: 2338820.3896 PA22 North: 213136.0025 East: 2339002.4618 \ / /q
S 28-31-14 E Length: 69,60 N 65-57-41 E Length: 26.94 ~ ~ FB32 North: 212959.8033 East; 2338853.6218 PA23 North: 213146.9766 East: 2339027,0653 \ ~
S 31-58-13 E Length: 22.57 N 87-31-55 E Length; 22.45 ~
FB31 North: 212940.6567 East: 2338865.5721 PA24 North: 213147.9433 East: 2339049.4945 / ~ F, D zX ~ y
S 16-28-50 E Length: 29.64 S 40-59-54 E Length: 61.06 / FB30 North: 212912.2344 East: 2338873.9807 PA25 North: 213101.8596 East: 2339089.5521 \ x i r_I
S 00-37-28 E Len the 25.15 S 79-18-30 W Length: 26.25 ~ / 9 1 z~
FB29 North: 212887,0859 East; 2338874,2548 PA26 North; 213096,9896 East: 2339063.7578 ~ ~ S 16-43-54 W Length: 33.33 S 37-19-11 E Length; 27.36 / i SUB SIAT~ON m PAZ2 PA23
FB28 North: 212855.1670 East: 2338864.6594 PA27 North: 213075.2311 East: 2339080.3451 ~ \ / o FB35 ~ t~ m
S 77-10-51 W Length: 35.27 S 11-43-04 E Length: 31.40 ! I F,
F627 North: 212847.3415 East: 2338830.2685 PA28 North: 213044.4855 East: 2339086.7222 S 61-19-13 W Length: 56.53 S 18-55-59 E Length: 40.74 F~0 x
FB26 North: 212820.2120 East: 2338780.6739 PA29 North: 213005.9496 East: 2339099.9408 I
en the 64,42 S 44-00-38 W Len the 23.10 ~ S 61-09-15 W L g g r / .,b6 • FB25 North: 212789.1323 East: 2338724.2470 PA30 North: 212989.3358 East: 23390$3.8911 0~ 0'~ PA21
S 67-56-06 W Length: 39.27 S 34-39-36 W Length: 26.95 ~ ~ 1~• ix $
FB24 North: 212774.3802 East: 2338687.8532 PA31 North: 212967.1683 East: 2339068.5645 s„ N 79-26-16 W Len the 37.74 S 49-41-16 W Length: 34.31 / 'f :::5 -
N h• 1 7 L g East: 2338650.7527 PA32 North: 212944,9714 Eost: 2339042.4021 ~ P8t3 ~ F623 ort . 2 2 82980 , ~ !PF ~ 1" OE
N 75-51-59 W Length: 59,06 N 29-03-33 W Length: 18.41 , - ~ IPF a . N Y 213177.2019'
F622 North: 212795.7195 East; 2338593.4805 PA33 North: 212961.0639 East: 2339033.4601 = N 72-01-20 W Length: 50,25 S 59-16-23 W Length: 58.10 x x ~ ~U; v;,~y E 2339272.0644' ~ pip N 83
FB21 North: 212811.2291 Eost: 2338545.6839 PA34 North: 212931.3779 East: 2338983.5167 x
N 82-10-30 W Len th, 21.42 S 63-34-38 W Len the 37.27 ~ 9 , 9 9 a F620 North; 212814.1454 East: 2338524.4633 PA35 North: 212914.7931 East: 2338950.1401 = .p ~ I 7 m PAfk ~
/ ' S 23-51-38 E Length; 18.04 S 04-03-17 E Length: 44.56 pg Pb/4 j i F830 r
F619 North: 212797.6472 East: 2338531.7607 PA36 North: 212870.3446 East: 2338953,2909 DISTURBED S 70-41-53 E Len th; 19,39 N 70-52-38 E Length; 40.59 a IPF D
9 ) FB18 North: 212791.2379 East: 2338550.0608 PA37 North: 212883.6416 East: 2338991,6411 1 OE r`' PAt5 pAtB PA19
S 72-44-00 E Len th; 58.20 S 49-32-11 E Len the 31.49 ~ ~ ~ ~ F918 9 g ~ f' ~ t°rw2~ P ~ ~ PA33 d
F817 North: 212773.9630 East. 2338605.6379 PA38 North: 212863.2057 East: 2339015.5993 - - ~ ~ S 74 59 23 E Length; 57,17 S 36-10-31 W Length: 35.56 ~ Q~ i ~ ~ ~ ! y pl?7 PAJ1f ~ ~ ~ >r_ PA14 v I ~ PA3 PA~p ~
~ FB16 North: 212759.1564 East: 2338660.8573 PA39 North: 212834.5011 East: 2338994.6097 z . F8t4 ~ ~ ~ ! --I FB14 q, ~ PA31
S 85-05-51 E Length: 28.77 S 53-09-49 E Length: 37.65 w ` , FB15 North. 212756.6978 East. 2338689.5220 PA40 North: 212811.9288 East: 2339024.7429 "r 2 ~ ~ O NOW OR FORMERLY
N 86-59-45 E Length: 18.11 S 40-00-06 W Length: 40.78 ~ y:;, 1 x - ~ ~ ~ CAROLINA POWER & LIGHT COMPANY
4 s.~•,. FB14 North: 212757.6469 East: 2338707.6071 PA41 North: 212780.6902 East: 2338998.5291 CHAIN )_INK FENCE PA38 ~ P'T' l to DEED BOCK 859 PACE 725 o Ai3 I, 404 Y~RAND AREA ~ C
N 61-21-16 E Length; 62.79 S 48-43-31 E Length: 44.37 z F813 North: 212787,7478 East: 2338762,7118 PA42 North; 212751.4207 East: 2339031,8756 404 WETLAND AREA x ! ~ ~ x T r~ 13~ 9~1. s eft. <
N 62-35-57 E Length. 64.90 S 65-37-31 E Length: 40.20 z ~ ,t. ~h i ~ ~ ~ r. tTl 3.02 oGres -C PA12 r ~ f~ ,
F812 North: 212817.6156 East: 2338820.3306 PA43 North; 212734.8300 East: 2339068.4924 n; ' N 67-3fi-40 E Len the 31.95 S 79-39-35 E Length: 26,69 ~ z 9,687. sq.ft. F ' 7 4 7 F8i . p~ i t ;
9 f FB11 North: 212829.7850 East: 2338849.8722 PA44 North; 212730,0393 East: 2339094.7490 ~ 0,222 acres z x m F
en the 17.00 N 01-26-49 E Len the 57.66 ~ ~ `4 S 43-58-13 E L g g ~ ~ ~'~I PA39 I ~ ~ ~ r ~
FB10 North: 212$17.5501 East: 2338861.6750 PA45 North; 212787,6809 East: 2339096.2050 \ ~ 1'e~ ~(~P S 31-58-47 E Length: 30,05 N 64-Ot-31 E Length: 32.07 f o \
F89 North: 212792.0606 East: 2338677.5901 PA46 North; 212801.7268 East: 2339125.0355 o-"' --{aHE_____ DH ~ h ~ I I y PA11 ~ ~ I I ~
S 26-32-20 E Length: 66,31 N 34-54-48 W Length: 30.01 ---0r-I~ ~ -OH -~z-----GH FB8 North: 212732.7376 East: 2338907.2177 PA47 North; 212826.3355 East: 2339107,8597 ~ r -----OHE H~------ -DHE ~3H r ~ i
h: 1. N 82-13-58 E Len the 35,60 _ _ . ~ S 27-53-56 E Lengt 5 22 g flHE-----------OHE k•:,I i SUB -o ~ ~ ' ~
F87 North: 212687.4707 East: 2338931.1842 PA46 North: 212831.1468 East: 2339143.1330 HEM------ I-I~ ; ` ~L~E SHE-- ~ I - ---o I I
S 46-45-34 E Length: 40,04 S 43 16 48 E Length; 24.43 \ \ 5 ,;a FB6 North: 212660,0408 East: 2338960,3527 PA49 North: 212813.3615 East; 2339159.8814 ~.a ,
S 55-22-35 E Length: 39.36 N 66-57-29 E Length: 32.87 ` HE ~ i PA47
F65 North: 212637.6771 East; 2338992.7421 PA50 North: 212826.2270 East; 2339190.1290 E '1' ~ ' - - ~V ~ , ~---Qi-I S 54-15-26 E Length: 16.78 S 89 30 56 E Length: 59.39 --__OME H ~--~-DHE: -OHE. --0 - --OHE - ^ ~ PA48
FB4 North: 212627.8751 East: 2339006.3616 PA51 North: 212825,7248 East: 2339249,5?68 -ONE pHE---. ~ r:r 'E-'~~ --ti,_~ F x E CHE PA42 I ~ j ~ ,E PA46
N 62-22-34 E Length: 32.83 N 59-36-28 E Length: 51.69 * FC4 r; FB3 North: 212643.0973 East: 2339035.4493 PA52 North: 212851.8757 East: 2339294.1037 < ~ F ' FB ~ _ --OE H~_._._ ~ r~ PA45 PA49
S 89-45-07 E Length: 14,32 N 29-39-46 W Length: 504.57 ~
FB2 North: 212643.0353 East: 2339049.7692 North: 213290.3234 East: 2339044,3949 ~ y © I ,I ~ PA43 ~ ~ ti~
S 29-35-19 E Length: 28.50 N 63-33-50 W Length: 219.35 ~E --------.pHE _.___~H i FB1 North: 212618.2519 East: 2339063.8416 POINT A North: 213387.9779 East: 2338847.9821 E IE -'---OHE; ---OHF-- --OHF- --------OHE ------------OH ~ PA44 ~ PA82
N 52-58-37 E Len the 22.83 ~"------°-DHE--- g --OHS----.~_____OH - ----OHE=--- -OhE----- -O~i -PAS HE.___....___._~ ur hIE --OHE _ PA51- N
FA9 North; 212631,9986 East: 2339082,0689 ~ hIE- x N 20-55-49 W Length: 26.13 Pt13 x --QNE--- -4H~------- JHE----____ _____O .4'i~
x - I FAS North; 212656.4045 East: 2339072.7344 F PAB N W
N 36-24-11 E Length: 13.42 PB ~x`''- , N~CA~ x ~ ti ~ ®GOMMUNICAT~ON BaX ~ y m
1. ALL DISTANCES ARE GROUND HORIZONTAL UNLESS OTHERWISE SHOWN. FCt ~,r,: ®COMMJ Perimeter: 5558,81 Area: 132 951. s .ft. 3,052 acres q 2. NOT PREPARED FOR RECORDING AS PER GS 47-30 AS AMENDED. ~ PA7 ,:'J PA1 fi ' P P1~4:
3, ALL COORDINATE VALUES ARE NORTH CAROLINA STATE PLANE, NAD 83. 2" ~ ~
N~ 4. UNDERGROUND UTILITIES (ELECTRIC, TELEPHONE, CABLE TV, WATER, OR SEWER) MAY ~ ~ B LIMITS OF SURVEY ~ ' FA8 7 FAS FA5 FA4 FA3 FA1 FA
CROSS THIS PROPERTY, HOWEVER THE ACTUAL LOCATION HAS NOT BEEN DETERMINED. ~ pgt ~ J `
5. ELLIPSOID REDUCTION FACTOR: 1,004004368 o SCALE FACTOR: 100000220 ~ Q b 'rFA9 ti ~U
COMBINED FACTOR: 1.000006568 i
4. WETLANDS WERE DELINEATED BY ENVIRONMENTAL SERVICES, INC. A i
1100 WAKE FOREST ROAD SUITE 200 ~ d
RALEIGH, NC 27604 919-833-0034 \
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ' ~ ti~ ~
IDENTIFIES AS WATERS AND WETLANDS ALL AREAS L.EQ~VD NOVJ DR 1"OR' OF WATERS AND WETLANDS REGULATED PURSUANT TO NOW OR FORMERi_Y ~
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED ~PF IRON PIPE FOUND CAROLINA, POWER & )LIMA POWER & L1GEiT COMPANY
BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IRF IRON ROD FOUND DEEC 6DDK $ti9 15 A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, pKF pK NAIL FOUND )EED GOOK 859 PAGE 725
THIS DETERMINA110N MAY BE RELIED ON FOR A PERfOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS TBM TEMPORARY BENCH MARK ` \ ~
DETERMINATION WAS MADE UTILIZING THE 1987 CORPS ' ~ CMF- CONCRETE MONUMENT FOUND
nF FNniNFER~ wFTI ANDS DELINEATION MANUAL." PROJECT _ e_ TATT~'TT A'NTTI TILT TATL'A~T'T(1TT C'TTDZ7L~V ~ ' nmFO m~~
GUYWIRE q 0., °4 11L1LrilVL LL'L11VL'ril1V1V 1)V1.bYli1 PROD. SVYR DLJ"" °'FESSI ~4. ; 4 b
COMMUNICATION BOX GRAPHIC SCALE DRAWN BY : WJC
U.S. ARMY CORPS OF EN EE S REPRESENTATIVE WOODS LINE 50 0 25 p --X-- FENCE I I I 50 100 200 230 kV SUBSTATION 4e~NFM&CREED C~~ g CASTLE HAYNE FIELD BK.: W651 W652 W654 S1./~ e
COMP. FILE ; VT101-001590121.DWG 200 243 NORTH FRONT STREET 3 REBUILD 115/23 kV YARD SHEET #
-OHE- OVERHEAD ELECTRIC c~ TITLE WILMINGTON NORTH CAROLINA 28401 ; . Q~ prepared for:
w w w 404 WETLANDS ( IN FEET ) TELE: [phone] •<<,,,SUF ,•,a..:• , CAROLINA POW ER & LIGHT
, FAX. [phone] "a 0 347 MILITARY CUTOFF ROAD
1 r~------------- w w ATE 1 inch = 50 ft. http://www.mckimcreed.com < WILMINGTON, NC 28402
DWG DATE: 0.101 FEBRUARY 26, 2001 . #