20010855 Ver 1_COMPLETE FILE_20010606

/ r
% , i i~ i
/r. / / ~ ; ~ r PROJECT DATA DRAINAGE SCHEDULE FOR PIPES f
\ ~ ; ~ ; SOIL PIPE INLET OUTLET RUNOF , ~ ~ # DRAINAGE F FLOW RATE DIAMETER LENGTH INLET INV. OUTLET INV.
r / % i u(~: ACCESS ROAD A ~tELE AT10N STRUCTURE STRUCTURE AREA (AC) COEFFICIENT FT ;u~ (CFS) (25YR) (IN) (FT} (FT} ( )
J' ~ ~ f p S~ . ~ > r ; MSS, STA. 10+00 32.13 C W/FES ~ -0,23, PC STA. 10+00.48 32.11
n~ 1 ~ ' / 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 / y~i , ; ' 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 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 . - , 1. ALL CONSTRUCTION IS TO BE PERFORMED IN .........j ty C r COUNTY
~ IIIII~1 ~w. , / y'"i fr~ ! ~~r b ~ i ~ wWVn: -.•l~ms.~n.•,~+::.. ..-'.:v7').rF .,d•=•~ - •~"'m'r'•~1-- , , ~ °°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 / - _ / , n , ~ y. w„y\\ , " ~ ~ ' :"nrl'"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~,.. ~ , 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
• ,c'J :v^A~ r ?~31' < r 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 . #

O?QF WATFi4pG Michael GF. Easley
overnor
Uj f William G. Ross, Jr., Secretary
] Department of Environment and Natural Resources
p `C Kerr T. Stevens
Division of Water Quality
August 6, 2001
DWQ# 01-0855
New Hanover County
Lee T. Mazzocchi
Carolina Power and Light
412 South Wilmington Street
Raleigh, NC, 27602-1849
APPROVAL of 401 Water Quality Certification, Wetland Restoration Program
Dear Mr. Mazzocchi:
You have our approval, in accordance with the attached conditions, to place fill in 0.38 acre of wetlands in order to construct the
Castle Hayne Substation expansion in New Hanover County, as described in your application received by the Division of Water Quality on
June 6, 2001. This is in addition to 0.9 acre of prior wetland impacts at the site in 1992, bringing the cumulative total wetland impact to
1.28 acres. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number
3288, which can be viewed on our web site at http://h2o.enr.state.ne.us/ncwettands. This Certification allows you to use Nationwide
Permit Number 12 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water
Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the
General Certification. This Certification replaces one issued to you on July 16, 2001.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions.; If.total wetland .
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in.15A,NCAC 2H :0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification as well as the.additional conditions
listed below:
1. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for the impacts to
wetlands. In accordance with 15A NCAC 211 .0402 and 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory
mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 2B .0233(10). Until the Wetland Restoration Program receives
and clears your check (made payable to: DENR - Wetlands Restoration Program), wetland impacts (including fill) shall not occur. Mr.
Ron Ferrell should be contacted at [phone] if you have any questions concerning the Wetland Restoration Program. You have
one month from the date of this Certification to make this payment. For accounting purposes, this Certification authorizes the fill of
0.38 acre of wetlands, in addition to 0.9 acre of prior impacts, bringing the cumulative total to 1.28 acres, in the Cape Fear River and
sub-basin, Cataloging Unit 03030007, and 2.56 acres of wetland mitigation are required. Please be aware that the Wetland
Restoration Program (W RP) rules require rounding of wetland impacts to the nearest quarter acre (15A NCAC 2R .0503(b)).°
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have questions,
please call Joanne Steenhuis in DWQ's Wilmington Regional Office at 910-395-3900 or Cyndi Karoly at in Raleigh 919-733-9721.
Attachments
cc: Corps of Engineers Wilmington Regulatory Field Office
Wilmington DWQ Regional Office
Central Files
File Copy
Steve Cahoon, ESI, 524 New Hope Road, Raleigh, NC, 27610
010855
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(fill 7'n .7On /..L --- \ !1111 ? COn7 /i•..•\ \.H...//1.n•......-.- _•. ..•. /.. •...r•.?I•. r.•d•.I
Page 2 of 2
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, Mr. Lee T. Mazzocchihas permission as outlined below to fill 0.38 acre of wetlands in
order to construct the Castle Hayne Substation expansion project in New Hanover County, North Carolina. All activities associated with
these authorized impacts must be conducted with the conditions listed in the attached certification. THIS CERTIFICATION IS NOT
VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT
WETLAND RESTORATION PROGRAM
LOCATION: Castle Hayne Substation Expansion
COUNTY: New Hanover
BASIN/SUBBASIN Cape Fear (03-03-00-07)
Impacts:
0.38 acre of wetlands, in addition to 0.9 acre of prior impacts, bringing the cumulative total to 1.28 acres
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for the above
impacts through the restoration, creation, enhancement or preservation of wetlands as outlined below prior to conducting any activities
that impact or degrade the waters of the state.
Mitigation:
2.56 acres of wetlands by W RP
Note: Linear foot requirements proposed . .to be mi i9ated through the Wetland Restoration Program must be rounded to the
- . ,
nearest foot and acreage, requirements must be rounded to one-quarter acre increments according to 15-2r.0 (b).
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee to.
the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this form and mail it to the Wetlands
Restoration Fund at the address listed below. An invoice for the appropriate amount of payment will be sent to you upon receipt of this
form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR
PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature
Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
O?OF W A T FgQG
o ?
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
July 16, 2001
DW Q# 01-0855
New Hanover County
Lee T. Mazzocchi
Carolina Power and Light
412 South Wilmington Street
Raleigh, NC, 27602-1849
APPROVAL of 401 Water Quality Certification, Wetland Restoration Program
Dear Mr. Mazzocchi:
You have our approval, in accordance with the attached conditions, to place fill in 0.38 acre of wetlands in order to construct the
Castle Hayne Substation expansion in New Hanover County, as described in your application received by the Division of Water Quality on
June 6, 2001. This is in addition to 0.9 acre of prior wetland impacts at the site in 1992, bringing the cumulative total wetland impact to
1.28 acres. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number
3287, which can be viewed on our web site at htto://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide
Permit Number 39 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water
Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the
General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification as well as the additional conditions
listed below:
We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for the impacts to
wetlands. In accordance with 15A NCAC 2R .0402 and 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory
mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 2B .0233(10). Until the Wetland Restoration Program receives
and clears your check (made payable to: DENR - Wetlands Restoration Program), wetland impacts (including fill) shall not occur. Mr.
Ron Ferrell should be contacted at [phone] if you have any questions concerning the Wetland Restoration Program. You have
one month from the date of this Certification to make this payment. For accounting purposes, this Certification authorizes the fill of
0.38 acre of wetlands, in addition to 0.9 acre of prior impacts, bringing the cumulative total to 1.28 acres, in the Cape Fear River and
sub-basin, Cataloging Unit 03030007, and 2.56 acres of wetland mitigation are required. Please be aware that the Wetland
Restoration Program (W RP) rules require rounding of wetland impacts to the nearest quarter acre (15A NCAC 2R .0503(b))."
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have questions,
please call Joanne Steenhuis in DWQ's Wilmington Regional Office at 910-395-3900 or Cyndi Karoly at in Raleigh 919-733-9721.
Sincerely, /
Kerr T. Stevens
Attachments
cc: Corps of Engineers Wilmington Regulatory Field Office
Wilmington DWQ Regional Office
Central Files
R?7`a"p?y??;
Steve Cahoon, ESI, 524 New Hope Road, Raleigh, NC, 27610
010855
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
non - 4' om /.. L.......\ Mon 7JlJ Cor%7 /#-% tiN...//L.n......-.. ,.i,...... - I—.....N......1,./
Page 2 of 2
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, Mr. Lee T. Mazzocchihas permission as outlined below to fill 0.38 acre of wetlands in
order to construct the Castle Hayne Substation expansion project in New Hanover County, North Carolina. All activities associated with
these authorized impacts must be conducted with the conditions listed in the attached certification. THIS CERTIFICATION IS NOT
VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT
WETLAND RESTORATION PROGRAM
LOCATION: Castle Hayne Substation Expansion
COUNTY: New Hanover
BASIN/SUBBASIN Cape Fear (03-03-00-07)
Impacts:
0.38 acre of wetlands, in addition to 0.9 acre of prior impacts, bringing the cumulative total to 1.28 acres
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for the above
impacts through the restoration, creation, enhancement or preservation of wetlands as outlined below prior to conducting any activities
that impact or degrade the waters of the state.
Mitigation:
2.56 acres of wetlands by W RP
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program must be rounded to the
nearest foot and acreage requirements must be rounded to one-quarter acre increments according to 15 2r.0503(b).
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee to
the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this form and mail it to the Wetlands
Restoration Fund at the address listed below. An invoice for the appropriate amount of payment will be sent to you upon receipt of this
form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR
PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
O?O?- W A T F9QG
o -c
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
July 5, 2001
Mr. Steve Cahoon
Environmental Services Inc. Z?
524 New Hope Road
Raleigh, North Carolina 27610
Dear Mr. Cahoon:
? l' 06?'S- r(3)al
Subject: Project: CP & L (Castle Hayne Substation)] ??p +
County: New Hanover
The purpose-& this letter is to notify you that the North Carolina Wetlands Restoration
Program (NCWRP) will accept payment for wetland impacts associated with the subject
project. Stream and wetland impacts will be mitigated in accordance with the Memorandum
of Understanding between the N.C. Department of Environment and Natural Resources and
the U.S. Army Corps of Engineers dated November 4, 1998.
Based on. the information supplied by you in a letter dated May 22, 2001, the wetland
restoration that is necessary to satisfy the compensatory mitigation requirements for this
project is summarized in the following table. The maximum amount of mitigation that the
NCWRP will accept for this project is also indicated in this table.
Stream
(linear feet) Wetland (non-riparian)
(acres) Riparian Buffer
(ft2)
Impact 1.28
Mitigation Max. 2.56
As requested, the NCWRP will provide wetland mitigation as specified in the 401
Water Quality Certification and/or Section 404 Permit for impacts associated with the subject
project in Cataloging Unit 03030007 of the Cape Fear River Basin.
If you have any questions or need additional information, please contact Crystal
Braswell at [phone].
Sincerely,
Ronald E. errell
Program Manager
cc
A'ZA
NCDENR
Customer Service
Cyndi Karoly, Wetlands/401 Unit
Allen Davis, USACOE
Steve Mitchell, RRO
file
Division of Water Quality 1619 Mail Service Center Raleigh, NC 27699-1619
Wetlands Restoration Program [phone] Fax: [phone]
1 800 623-7748
Re: [Fwd: [Fwd: Castle Hayne Substation]]
Subject: Re: [Fwd: [Fwd: Castle Hayne Substation]]
Date: Mon, 25 Jun 2001 15:10:41 -0400
From: Jeff Jurek <[e-mail]>
Organization: NC Wetlands Restoration Program-DENR
To: Cyndi Karoly <[e-mail]>
I'll just use this copy. Could you please email me the DWQ project number.
Thanks.
Cyndi Karoly wrote:
> Thanks for your response Jeff. We're obviously still working on getting all
> triage staff to make sure these PCN's are forwarded to you guys. Anyway,
> we're fine with the applicant using the WRP. We've also received the same
> recommendation from the Wilmington Regional Office. Do you want me to forward
> you a formal copy of the PCN, or can you respond based on this e-mail
> message? There's plenty of time to go on our 60 day clock. Just let me know
> your preference.
> Thanks.
> Jeff Jurek wrote:
> > Cyndi, I received a copy of request but only as a courtesy. 401 is
> > supposed to send us a copy of PCN package from which we make a
> > decision. That way you all have first choice as whether we are an
> > option. Normally, we would not receive a copy, so would know nothing
> > about project until you send us notice.
> > ---=--------------------------------------------------------------------
> > Subject: [Fwd: Castle Hayne Substation]
> > Date: Mon, 25 Jun 2001 13:54:21 -0400
> > From: Bonnie Duncan <[e-mail]>
> > Organization: NC DENR DWQ WRP
> > To: Mac Haupt <[e-mail]>,
> > Jeff Jurek <Jeff. Jurek@ncmail. net>,
> > Larry Hobbs <Larry. Hobbs@ncmail. net>
> > Anybody know anything about this???
> > Bonnie
--------------------------------
> > Subject: Castle Hayne Substation
> > Date: Mon, 25 Jun 2001 13:47:00 -0400
> > From: Cyndi Karoly <[e-mail]>
> > To: [e-mail]
> > Bonnie, we received an application for the Castle Hayne Substation in
> > New Hanover County, c/o CP&L/Progress Energy and Environmental Services
> > Inc., on June 6, 2001. Their letter is actually dated May 22, 2001. In
> > their cover letter, they mention that a copy of the application was sent
> > to you specifically to get WRP concurrence to do mitigation. Did you
> > get this application, and are you guys willing to accept this project?
> > Please let me know either way. If WRP does accept this one, can I get a
> > copy of your acceptance letter?
> > Thanks very much. I hope you're having a good Monday.
1 of 2 6/25/013:31 PN
MEMORANDUM
TO: John Dorney Regional Contact: Joanne Steenhuis
Non-Discharge Branch WO Supervisor: JRick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Castle Hayne Substation c/o CP&L/Progress County New Hanover
Project Number 01 0855 County2
Recvd From APP Region Wilmington
Received Date 6/6/01 Recvd By Region
Project Type substation
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req. F 39 _0TH O Y O N ('F-- 16-74-53 ??S`W30,623. 0.38 ?-

Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 341948 Longitude (ddmmss) 775248
Comments:
This office has no objections to the project as proposed on the condition that the mitigation
r uir !ment is met_
cc: Regional Office
Central Office Page Number 1
ENVIRONMENTAL SERVICES, INC.
524 NEW HOPE ROAD
RALEIGH. NORTH CAROLINA 27610
22 May 2001
[phone]
Mr. John Dorney l
North Carolina Department of Natural Resources
Division of Water Quality 12
'
2321 Crabtree Boulevard
Raleigh, North Carolina 2761
RE: Nationwide Pf
New Hanover
ation for Castle Hayne Substation expansion,
Carolina
6

Dear Mr. Dorney, 010855
On behalf of Carolina Power and Light (CP&L), Environmenta Serv ces; Inc., (ESI is
submitting a Pre-Construction Notification (PCN) for Nationw e Permit #12 fo the
Castle Hayne Substation expansion project in Castle Hayne, New ver Cou , North
Carolina. An original and one copy of the PCN was sent to Ms. Angie ennock of the
United States Army Corps of Engineers Wilmington field office and o emb of he PCN
,%Rs, sent to :Ms. Ronnie Duncaro.of',the of the North Carolina Wetland Restoration `
gq,grarn. Although we understand written concurrence from the Division of Water
Quality (DWQ) is not required for Nationwide Permit # 12 seven copies of the
application have been included for distribution to state agencies including the Division of
Coastal Management (DCM) to obtain the CAMA Consistency Determination.
Three wetland areas were delineated within the expanded substation study area. No
streams were delineated within the expanded substation study area. Wetland impacts will
include clearing and filling 0.38 acre of jurisdictional wetland areas. Based on the past
history of the site, the Corps is requiring CP&L to mitigate for prior wetland impacts of
0.9 acre, which occurred in 1992 for a pole storage area. CP&L is mitigating for a total
of 1.28 acres of wetlands impacts at this site, with a mitigation ratio of 2:1; meaning
CP&L is required to mitigate 2.56 acres. No potential threatened and endangered species
habitat will be altered.
If you have any questions or need any additional information please call me or Brandon
Smith at [phone].
Sincerely,
EI30MNTAL SERVICES, INC.
Steve Cahoon
Senior Scientist
Attachment: (7) Permit packages
PP W, RJ
RECEKo

OF \,N ATR
Pre-Construction Notification (PCN) Application Form
?G-
M cam--'
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://w-ww.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://w-ww.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://w-w-w.saw.usace.armv.mil/wetlands/nwpfinalFedRep--.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.elinr.state.nc.us/newetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 010855
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
I . Check all of the approval(s) requested for this project:
® Section 404 Permit
Section 10 Permit
® 401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 12
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 (see section VIII - Mitigation), check here:
II. Applicant Information
Owner/Applicant Information
Name: Lee T. Mazzocchi
Director - Transmission Engineering
Mailing Address: 412 South Wilmington Street
Raleigh, North Carolina 27602-1849
Telephone Number: [phone] Fax Number:
E-mail Address:
2. Agent 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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE 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: Castle Hayne 115kV Substation Expansion
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1800-003-013-000
4. Location
County: New Hanover Nearest Town: Castle Hayne
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): The site is located on the east
side of Blue Clay Road, near the intersection of Blue Clay Road (SR 1318) and Parmele
Road SR 1335) in Castle Hayne, New Hanover County, North Carolina.
5. Site coordinates, if available (UTM or Lat/Long): Lat. - 34 19' 48" Long. - 77 52' 48"
(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. Describe the existing land use or condition of the site at the time of this application:
Active Carolina Power & Light Substation
7. Property size (acres): Total CP&L Property - 46.0 acres, Study area for this expansion
project - 9.34 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed Tributary of Prince
George Creek
9. River Basin: Cave Fear
(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/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: To upgrade and expand electrical capacity
at the existing Carolina Power & Light Castle Hayne substation.
11. List the type of equipment to be used to construct the project: Sediment and erosion
control devices will be employed in upland areas adiacent to wetlands in order to avoid
jurisdictional impacts. Equipment used for project construction will include a wide-track
backhoe, a wide-track bull-dozer (Cat D4), a rubber tire backhoe, a motor grader, a smooth
drum roller, and several dump trucks will be used to clear and grade the site.
12. Describe the land use in the vicinity of this project: _ Agriculture, Residential,
Transportation, and Natural Vegetation
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.I.P. project, along with
construction schedules.
Previous substation expansion for a pole storage area: USACE Action ID No. 199300309
(Nationwide Permit No. 26), Application Date - 07/28/92, Issued Date - 12/18/92. DWQ Water
Quality Certification, Project No. 92427, Application Date - 07/28/92, Issued Date - 10/05/92.,
Div. of Coastal Management (CAMA) Consistency Letter DEM ID No. 92427, Application Date
- 07/28/92, Issued Date - 08/25/92. Please see the Attachement 1 - Previous Permit History,
submitted for a previous substation expansion for more information.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None at this time
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. 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
Page 5 of 12
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
Mechanized Approximately
WA, See Figure 2 Clearing & 0.12 No 1200 ft. Naturalized Ditch
Filling
Mechanized Approximately
WB, See Figure 3 Clearing & 0.07 No 1200 ft. Naturalized Ditch
Filling
Mechanized Approximately Naturalized Ditch &
WC, See Figure 4 Clearing & 0.19 No 1200 ft. Forested Wetland
Filling
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 3.27 acres within the
9.34 acre study area
Total area of wetland impact proposed: 0.38
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 0 ft.
Page 6 of 12
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): R uplands F] stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
The existing substation location severelv limits the feasibilitv of avoidine wetland impacts.
However, several steps were taken by CP&L to minimize impacts to wetland and potential
threatened and endangered species (T&E) habitat. The large, forested wetland encompassing the
majority of the eastern half of the property was scaled down pertaining to wetland impacts by
CP&L for the expansion on the east side of the existing substation. The original site plan
proposed impacts to two naturalized ditch (linear) wetlands and a larger portion of the
aforementioned large, forested wetland. Upon completion of the T&E habitat evaluation, it was
determined that a portion of the large, forested wetland proposed for impact was potential T&E
habitat. The original site plan was ultimately altered to avoid the potential T&E habitat,
Page 7 of 12
includes impacts to three naturalized ditch (linear) wetlands and a small portion of the large,
forested wetland near Blue Clay Road, after altering site plans twice to avoid a majority of the
forested wetland systems and all of the potential T&E habitat.
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 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 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 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
http://h2o.enr.state.nc.us/ncwetlands/stnngide.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.
Payment into the North Carolina Wetland Restoration Program (NCWRP) for the
proposed 0.38 acre of wetland impact and for a previous substation expansion of 0.9 acre of
wetland impact permitted under Nationwide 26 in 1992, at a COE agreed upon ratio of 2:1.
For a total of 2.56 acres of wetland mitigation to be paid into NCWRP.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
Page 8 of 12
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr-state.nc.us/wM/index.litm 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): 2.56 acres
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12
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
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If 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.
XI. Stormwater (DWQ Only)
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.
Impervious acreage - 1.59 acres existina & an additional 0.56 acres proposed. for total
impervious surface to be 2.15 acres, Total Study Area Acreage - 9.34 acres. Total property
acreage - 46.0 acres; total proposed impervious surface for property - 7.1 acres. For proposed
stormwater controls see Attachment 2 (Design Narrative for Stormwater Management Permit
and Supporting Calculations)
XII. Sewage Disposal (DWQ Only)
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.
The site is an electrical substation, there will be no sewage disposal from this site.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes [:J No
Page 10 of 12
Is this an after-the-fact permit application?
Yes n No
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 other issues outside of the applicant's control).

Applicant/Kgent's Signature or if Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
11101
Page I I of 12
f
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO December 18, 1992
Regulatory Branch
Action ID No. 199300309 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
Carolina Power and Light Company
ATTN: Ms. Brenda Brickhouse
Post Office Box 1551
Raleigh, North-Carolina 27602
Dear Ms. Brickhouse:
Reference your application, which we received on October 30, 1992, for
Department of the Army (DA) authorization to place fill material in
approximately 0.9 acre of wetlands adjacent to a tributary of Prince George
Creek, at the intersection of Blue Clay Road and Parmele Road in Castle Hayne,
New Hanover County, North Carolina, for the purpose of constructing a wood
power pole storage facility.
For the purposes of-the U.S. Army Corps of Engineers' Regulatory Program,
Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the
Federal Register on November 22, 1991, lists nationwide permits (NWP).
Authorization was provided, pursuant to Section 404 of the Clean Water Act,
for discharges of dredged or fill material into headwaters and isolated
waters.
Your work is authorized by this NWP provided it is accomplished in strict
accordance with the enclosed conditions and provided you receive a Section 401
water quality certification from the North Carolina Division of Environmental
Management and, in the coastal area, a consistency determination from the
North Carolina Division of Coastal Management. You should contact Mr. John
Dorney, telephone [phone], regarding water quality certification, and
Mr. Steve Benton, telephone [phone], regarding consistency
determination.. This NWP does not relieve you of the responsibility to obtain
other required State or local approval.
This verification will be valid for 2 years from the date of this letter
unless the NWP authorization is modified, reissued, or revoked. Also, this
verification will remain valid for the 2 years if, during that period, the NWP
authorization is reissued without modification or the activity complies with
any subsequent modification of the NWP authorization. If during the 2 years,
the NWP authorization expires or is suspended or revoked, or is modified, such
that the activity would no longer comply with the terms and conditions of the
NWP, activities which have commenced (i.e., are under construction) or are
under contract to commence in reliance upon the NWP will remain authorized
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National 1V
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
urine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
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Servicices, Inc. Environmental Castle Hayne Substation Expansion Project: ER0101.01
New Hanover County, North Carolina
Dotes May 2001
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Services, es, Inc. acCastle Hayne Substation Expansion Project: ER01010.01
er New Hanover County, North Carolina
Dates May 2001
ER01010.01/xsec_a.dgn
PROPOSED
32.4 rpAni: 32.4
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30.0 30.0
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28.6 28.6
28.4 RADE 28.4
28.2 28.2
28.0 28.0
27.8 27.8
27.6 ° 27.6
27.4 27.4
27.2 27.2
-60 -40 -20 0 20 40 60
SECTION A-A
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=1'
Source: McKim & Creed Engineering
Average Cross Section Through Wetland A Figure: 5
Sericess, , Inc. nc. Environmental Castle Hayne Substation Expansion Project: ER01010.01
servc New Hanover County, North Carolina
Dates May 2001
ER01010.01/xsec_b.dgn
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31. GRADE 31.0
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00
26.6
26.6
26.4 26.4
26.2 26.2
-60 -40 -20 0 20 40 60
SECTION A-A
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=1'
Source: McKim & Creed Engineering
Average Cross Section Through Wetland B Figure= 6
Ser ®ices, es, Inc. Environmental Castle Hayne Substation Expansion Project: ER01010.01
New Hanover County, North Carolina
Dates May 2001
ER01010.01/xsec_c.dgn
32.4 32.4
32.2 PROPO ED 32.2
32.0 GRADE 32.0
31.8 31.8
31.6 31.6
31.4 31.4
31.2 31.2
31.0 31 .0
30.8 30.8
30.6 30.6
30.4 EXISTI 30.4
30.2 GRADE 30.2
30.0 30.0
29.8 29.8
29.6 29.6
29.4 29.4
29.2 29.2
29.0 29.0
28.8 28.8
28.6 28.6
28.4 28.4
28.2 28.2
28.0 28.0
27.8 27.8
27.6 ° 27.6
27.4 27.4
27.2 27.2
-60 -40 -20 0 20 40 60
SECTION A-A
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=1'
Source: McKim & Creed Engineering
Average Cross Section Through Wetland C Figure: 7
Serviicces, es, Inc. Castle Hayne Substation Expansion Project: ER01010.01
Ser New Hanover County, North Carolina
Date May 2001
IF
-2-
provided the activity is completed within 12 months of the date of the NWP's
expiration, modification or revocation, unless discretionary authority has
been exercised on a case-by-case basis to modify, suspend, or revoke the
authorization.
Questions or comments may be addressed to Mr. Richter, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sincerely,
ne Wri
Chie , Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Bob Stroud
Acting Office Manager
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
1
GENERAL CONDITIONS
1. Navigation. No activity may cause more than a minimal adverse effect on
navigation.
2. Proper Maintenance. Any structure or fill authorized shall be properly
maintained, including maintenance to ensure public safety.
3. Erosion and Siltation Controls. Appropriate erosion and siltation
controls must be used and maintained in effective operating condition during
construction, and all exposed soil and other fills must be permanently
stabilized at the earliest practicable date.
4. Aquatic Life Movements. No activity may substantially disrupt the
movement of those species of aquatic life indigenous to the waterbody,
including those species which normally migrate through the area, unless the
activity's primary purpose is to impound water.
5. Equipment. Heavy equipment working in wetlands must be placed on mats or
other measures must be taken to minimize soil disturbance.
6. Regional and Case-by-case Conditions. The activity must comply with any
regional conditions which may have been added by the Division Engineer and any
case specific conditions added by the Corps.
7. Wild and Scenic Rivers. No activity may occur in a component of the
National Wild and Scenic River System; or in a river officially designated by
Congress as a "study river" for possible inclusion in the system, while the
river is in an official study status. Information on Wild and Scenic Rivers
may be obtained from the National Park Service and the U.S. Forest Service.
8. Tribal Rights. No activity or its operation may impair reserved tribal
rights, including, but not limited to, reserved water rights and treaty
fishing and hunting rights.
9. Water Quality Certification. In certain states, an individual state
water quality certification must be obtained or waived.
10. Coastal Zone Management. In certain states, an individual state coastal
zone management consistency concurrence must be obtained or waived.
11. Endangered Species. No activity is authorized under any NWP which is
likely to jeopardize the continued existence of a threatened or endangered
species or a species proposed for such designation, as identified under the
Federal Endangered Species Act, or which is likely to destroy or adversely
modify the critical habitat of such species. Non-Federal permittees shall
notify the District Engineer if any listed species or critical habitat might
r
-2-
be affected or is in the vicinity of the project and shall not begin work on
the activity until notified by the District Engineer that the requirements of
the Endangered Species Act have been satisfied and that the activity is
authorized. Information on the location of threatened and endangered species
can be.obtained from the U.S. Fish and Wildlife Service and National Marine
Fisheries Service.
12. Historic Properties. No activity which may affect Historic Properties
listed, or eligible for listing, in the National Register of Historic Places
is authorized, until the District Engineer has complied with the provisions of
33 CFR 325, Appendix C. The prospective permittee must notify the District
Engineer if the authorized activity may affect any historic properties listed,
determined to be eligible, or which the prospective permittee has reason to
believe may be eligible for listing on the National Register of Historic
Places, and shall not begin the activity until notified by the District
Engineer that the requirements of the National Historic Preservation Act have
been satisfied and that the activity is authorized. Information on the
location and existence of historic resources can be obtained from the State
Historic Preservation office and the National Register of Historic Places (see
33 CFR 330.4(g)).
13. Notification.
a. Where required by the terms of the NWP, the prospective permittee must
notify the District Engineer as early as possible and shall not begin the
activity:
(1) until notified by the District Engineer that the activity may
proceed under the NWP with any special conditions imposed by the District or
Division Engineer; or
(2) if notified by the District or Division Engineer that an
individual permit is required; or
(3) Unless 30 days have passed from the District Engineer's receipt
of the notification and the prospective permittee has not received notice from
the District or Division Engineer. Subsequently, the permittee's right to
proceed under the NWP may be modified, suspended or revoked only in accordance
with the procedure set forth in 33 CFR 330.5(d)(2).
b. The notification must be in writing and include the following
information and any required fees:
(1) Name, address and telephone number of the prospective permittee;
(2) Location of the proposed project;
-3-
(3) Brief description of the proposed project; the project's purpose;
direct and indirect adverse environmental effects the project would cause; any
other NWP(s), regional general permit(s) or individual permit(s) used or
intended to be used to authorize any part of the proposed project or related
activity;
(4) Where required by the terms of the NWP, a delineation of affected
special aquatic sites, including wetlands; and _
(5) A statement that the prospective permittee has contacted;
(a) The USFWS/NMFS regarding the presence of any Federally listed
(or proposed for listing) endangered or threatened species or critical habitat
in the permit area that may be affected by the proposed project; and any
available information provided by those agencies. (The prospective permittee
may contact Corps District Offices for USFWS/NMFS agency contacts and list of
critical habitat.)
(b) The SHPO regarding the presence of any historic properties in
the permit area that may be affected by the proposed project; and the
available information, if any provided by that agency.
14. Water Supply Intakes. No discharge of dredged or fill material may occur
in the proximity of a public water supply intake except where the discharge is
repair of the public water supply intake structures or adjacent bank
stabilization.
15. Shellfish Production. No discharge of dredged or fill material may occur
in areas of concentrated shellfish production, unless the discharge is
directly related to a shellfish harvest activity authorized by nationwide
permit. ,
16. Suitable Material. No discharge of dredged or fill material may consist
of unsuitable material (e.g., trash, debris, car bodies, etc.) and material
discharged must be free from toxic pollutants in toxic amounts.
17. Mitigation. Discharges of dredged or fill material into waters of the .
United States must be minimized or avoided to the maximum extent practicable
at the project site (i.e., on-site), unless the District Engineer has approved
a compensation mitigation plan for the specific regulated activity.
18. Spawning Areas. Discharges in spawning areas during spawning seasons
must be avoided to the maximum extent practicable.
19. Obstructions of High Flows. To the maximum extent practicable,
discharges must not permanently restrict or impede the passage of normal or
expected high flows or cause the relocation of the water (unless the primary
purpose of the fill is to impound waters).
-4-
20. Adverse Impacts from Impoundments. If the discharge creates an
impoundment of water, adverse impacts on the aquatic system caused by the
accelerated passage of water and/or the restriction of its flow shall be.
minimized to the maximum extent practicable.
21. Waterfowl Breeding Areas. Discharges into breeding areas for migratory
waterfowl must be avoided to the maximum extent practicable.
22. Removal of Temporary Fills. Any temporary fills must be removed in their
entirety and the affected areas returned to their preexisting elevation.
NOTES:
1. Qualification for and issuance of a nationwide permit does not relieve the
applicant of the need to obtain any other required State or local permits.
2. Should all or part of a proposed activity be located within an Area of
Environmental Concern (AEC) as designated by the North Carolina Coastal
Resources Commission, a CAMA permit is required from the North Carolina
Division of Coastal Management. Should an activity within or potentially
affecting an AEC be proposed by a Federal agency, a consistency determination
pursuant to 15 CFR 930 must be provided to the North Carolina Division of
Coastal Management at least 90 days before the onset of the proposed activity.
REGIONAL CONDITIONS
1. All fill material authorized by this permit must be obtained from an
upland source.
2. Use of this permit for livestock and domestic animal waste treatment
facilities is not allowed.
STATE CONSISTENCY CONDITIONS
1. All fill material authorized by this permit must be obtained from an
upland source.
2. Use of this nationwide permit for waste disposal facilities is not
authorized.
3. Established erosion control practices shall be utilized to prevent
violations of the appropriate turbidity water quality standard (50 NTU's in
streams and rivers not designated as trout waters by the North Carolina
Division of Environmental Management; 25 NTU's in all saltwater classes and
all lakes and reservoirs and 10 NTU's in trout waters).

-5-
4. Proposed fill of greater than one acre in SA, trout, ORW, WS-1 and WS-2
HQW watersheds requires public notice and an individual Section 401 Water
Quality Certification from the North Carolina Division of Environmental
Management.
5. For activities resulting in the loss of waters of the United States
greater than 1/3 of an acre, the applicant must receive written concurrence
from the North Carolina Division of Environmental Management that the proposal
is certified under the Section 401 Water Quality Certification Program.
6. If the proposed activity is within the North Carolina Coastal Area and the
activity will result in the loss of waters of the United States greater than
1/3 of an acre, the applicant must receive written concurrence from the North
Carolina Division of Coastal Management that the activity is consistent with
the North Carolina Coastal Management Program.
GENERAL CERTIFICATION CONDITIONS
1. Proposed fill or substantial modification of greater than 1/3 of an acre
of such waters, including wetlands, requires a written concurrence from the
North Carolina Division of Environmental Management.
2. Proposed fill or substantial modification of equal to or less than 1/3
of an acre of such waters, including wetlands, does not require written
concurrence from the North Carolina Division of Environmental Management.
3. Proposed fill of greater than one acre in SA, trout, HQW, ORW, WS-I and
WS-II watersheds require public notice and an individual Section 401 Water
Quality Certification from the North Carolina Division of Environmental
Management.
4. Established sediment and erosion control practices will be utilized to
prevent violations of the appropriate turbidity water quality standard (50
NTU's in streams and rivers not designated as trout waters by the North
Carolina Division of Environmental Management, 25 NTU's in all saltwater
classes and all lakes and reservoirs and 10 NTU's in trout waters).
5. Additional site-specific conditions may be added to this Certification in
order to ensure compliance with all applicable water quality and effluent
standards.
6. Concurrence from the North Carolina Division of Environmental Management
that this Certification applies to an individual project shall expire three
years from the date of the cover letter from the North Carolina Division of
Environmental Management.
.+I
ya 4ATZ
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Carolina Power and Light
c/o MS. Brenda Brickhouse
Transmission Forester
P.O. Box 1551
Raleigh, N.C. 27602
Dear iris. Brickhouse :
October 5, 1992 A. Preston Howard, Jr., P.E.
Acting Director
Company
Subject: Proposed fill in Wetlands or Waters
Wood Pole Storage Site; driveway and storage area
New Hanover County
DEM Project # 92427
Upon review of your request for 401 Water Quality
Certification to place fill material in 0.92 acres of wetlands or
waters for driveway construction and wood pole storage located at
SR 1318 and SR 1336 in New Hanover County, we have determined
that the proposed fill can be covered by General Water Quality
Certification No. 2671 issued January 21, 1992. A copy of the
General Certification is attached. This Certification may be
used in qualifying for coverage under Corps of Engineers'
Nationwide Permit No. 26.
If you have any questions, please contact John Dorney at
919-733-1786.
Since el
reston Howard, r. P. E.
jrd/cplwood.ltr F
Attachment '
cc: _Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Dorney
Central Files REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 9191896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
.i
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? Jy 4G4
ti ('1
D
I `
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
225 North McDowell Street e Raleigh, North Carolina 27602
James G. Martin, Governor- August 25, 1992
Roger N. Schecter
William W. Cobey, Jr., Secretary Director
Ms. Brenda Brickhouse
Transmission Forester
Carolina Power & Light Company
P.O. Box 1551
Raleigh, NC 27602
REFERENCE: DEM ID 92-427, Nationwide Permit Application for an activity located in New
Hanover County, NC: Fill and Clear Wetlands for Access and Pole Storage Area.
Dear Ms. Brickhouse:
The NC Division of Coastal Management has reviewed the above referenced application for a
Nationwide Permit dated 07/28/92 pursuant to Section 307 of the Coastal Zone Management Act of 1972
as amended. Based upon our review, we have determined that the proposed activity is consistent with
the North Carolina Coastal Management Program provided the following conditions are met.
1. The activity described in the above application qualifies to receive one of the Nationwide Permits
described in 33 CFR Part 330 with the exception of numbers 17, 21, 24, and 34 which were found
inconsistent with the North Carolina Coastal Management Program.
2. A 401 Water Quality Certification is received, where required, from the NC Division of
Environmental Management.
This letter does not relieve you of the responsibility to insure that all other State authorization
and /or permit requirements are met prior to implementation of the project. Please feel free to contact Mr.
Steve Benton at [phone] if you have any questions or need further assistance.
Sincer ly,
Roge he ter
cc: Bob Stroud, Division of Coastal Management, Wilmington
John Dorney, NC Division of Environmental Management, Raleigh
Wilmington District Engineer
ATTN: CESAW-CO-E
P.O Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 26 (HEADWATERS
AND ISOLATED WETLANDS)
This General Certification is issued in conformity with the
requirements of Section 401, Public Laws 92-500 and 95-217 of the
United States and subject to the North Carolina Division of Envi-
ronmental Management Regulations in 15A NCAC 2H, Section .0500
and 15A NCAC 2B .0109 and .0201 for the discharge of fill mate-
rial to navigable waters and adjacent wetland.areas which are
above the headwaters or to wetland areas that are. not a part of
the surface tributary system to interstate waters or navigable.
waters of the United States (i.e., isolated wetlands) as
described in 33 CFR 330 Appendix A (B) (26) of the Corps of Engi-
neers regulations (i.e., Nationwide Permit No. 26).The category
of activities shall include any fill activity in these headwaters
and isolated wetland and water areas where the activity does not
result in the loss or substantial modification of 10 acres or
more of waters of the United States, including wetlands. This
Certification replaces Water Quality Certification Number 2176
issued on November 5, 1987.
The State of North Carolina certifies that the specified
category of activity will not violate Sections 301, 302, 303, 306
and 307 of the Public Laws 92-500 and 95-217 if conducted in
accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Proposed fill or substantial modification of greater than
one-third of an acre of such waters, including wetlands,
requires a written concurrence from the Division of Envi-
ronmental Management.
2. Propdsed _'fill or substantial modification of equal to or
less-.than one-third of an acre of such waters, including
wetlands, does--not require written concurrence from the
Division of Environmental Management.
3. Proposed fill of greater than one acre in SA, trout,
HQW, ORW, WS-I and WS-II watersheds requires public
notice and an individual 401 Certification from the Divi-
sion of Environmental Management;
4. That established sediment and erosion control practices
are utilized to prevent violations of the appropriate
turbidity water quality standard (50 NTUs in streams and
rivers not designated as trout waters by DEM; 25 NTUs in
all saltwater classes, and all lakes and reservoirs; 10
NTUs in trout waters);
5. That additional site-specific conditions may be added to
projects with greater than one-third of an acre impact
which are proposed under this Certification in order to
ensure compliance with all applicable water quality and
effluent standards;
6. Concurrence from DEM this Certification applies to an
individual project shall expire three years from the date
of the cover letter from DEM.
Non-compliance with or violation of the conditions herein set
forth by a specific fill project shall result in revocation of
this Certification for the project.
The Director of the North Carolina Division of Environmental
Management may.require submission of a formal application for
individual certification for any project in this category of
activity, if it is determined that the project is likely to have
a significant adverse effect upon water quality or degrade the
waters so that existing uses of the wetland or downstream waters
are precluded.
Public hearings may be held for specific applications or
group of applications prior to a Certification decision if deemed
in the public's best interest by the Director of the North Caro-
lina Division of Environmental- Management.
This is the 21st day of January, 1992
DIVISION Q?F JNVIRONMENTAL MANAGEMENT
„".
By
George T.(,ierett, Director
gencert.26
jrd/gc
WQC 2671
-. . . q
DEM ID: ACTION ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT 26
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE Pig 1MiTS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILIVIINGTON, NC 28402-1890
ATTN: CESAW-CO-E
TELEPHONE [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
TELEPHONE [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. OWNERS NAME: Carolina Power & Light Company
2. OWNERS ADDRESS: P.O. Box 1551
Raleigh, NC 27602
3. OWNERS PHONE NUMBER (HOME): (WORD: 919-546-6782
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE
NUMBER: Brenda E. Brickhouse
Transmission Forester
P.O. Box 1551
Raleigh. NC
5. LOCATION OF PLANNED WORK (ATTACHED MAP). COUNTY: New Hanover
NEAREST TOWN OR CITY: Castle Hayne
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Blue Clay Road (SR 1318) and Parmele Road (SR 1336)
6. NAME OF CLOSEST STREAMIRIVER: Tributary of Prince George Creek (> 1000 feet away)
7. RIVER BASIN: Cave Fear
IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW, WS I, OR WS
IP YES [ l NO [XI
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY?
YES [ I NO [XI
IFYES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS,
LOCATED ON PROJECT SITE: 3 acres 4-
3/30/92
-2- w _...
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE
PROPOSED PROJECT:
FILLED: .80 acres
CLEARED: .12 acres
DRAINED: None
FLOODED: None
EXCAVATED: None
TOTAL IMPACTED: .92 acres
12. DESCRIPTION OF PROPOSED WORK (ATTACH-PLANS): Construct driveway and storage area
13. PURPOSE OF PROPOSED WORK: Wood Power vole storage
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINDME WETLAND IMPACTS.
This is an expansion of existing use of this electric Power facility and is the most efficient
arrangement with the smallest impact necessary.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR
NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE OR ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
HAVE YOU DONE SO? YES [ ] NO [ X ] NOT APPLICABLE
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO)
REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE
AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES ( ] NO [ X ] NOT APPLICABLE
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON THE
PROPERTY.
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Electric power substation built prior to 1968.
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Not applicable
c
OWNER'S SIGN)MURt DATE
1-
5rATE
s ?
State of North Carolina
Department of Environment, Health, and Natural Resources
. Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary September 23, 1992 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Robert M. Pitts, Jr., P.E., Project Engineer
Carolina Power and Light Company Transmission Department
Post Office Box 1551/CPB-6C3
Raleigh, North Carolina 27602
Subject: Certification of Compliance
with Stormwater Regulations
Stormwater Project No.920710
CP&L Pole Yard @ Castle Hayne
New Hanover County
Dear Mr. Pitts:
The Wilmington Regional Office received the Stormwater
Submittal for CP&L Pole Yard @ Castle Hayne on July 15, 1992,
with final information on September 23, 1992. Based on our
review of the project plans and specifications, which limit the
built-upon area to 6.6 acres for the entire site, we have
determined that the project complies with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1003(a)-(3).
.Any modification of the plans submitted to this Office or
further development of this site will require an additional
Stormwater Submittal/Modification and approval prior to
initiation of construction. Modifications include but are not
limited to; project name changes, transfer of ownership, redesign
of built-upon surfaces, addition of built-upon surfaces, redesign
or further subdivision of the project area.
This Certification shall be effective from the date of
issuance until rescinded. The project shall be constructed and
maintained in accordance with the plans and specifications
approved by the Wilmington Regional Office. This Certification
does not supersede any other permit or approval. The developer
is responsible for obtaining any and all permits and approvals
necessary for the development of this project. This could
include the Division of Coastal Management under - CAMA
requirements, the Division of Environmental Management under
Wetland 401 Water Quality Certification and/or a Dredge and Fill
-continued-
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Y Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
Mr. Pitts
Stormwater Project No. 920710
September 23, 1992 -
Page Two of Two
-----------------------------
Permit and/or a Sewer Extension/Collection Permit, U.S. Army
Corps of Engineers 404 Wetland Permit, local County or Town
Agency permits under their local ordinances, or others that may
be required.
Deed restrictions (if applicable) must be recorded with the
Registrar of Deeds Office. A copy of the recorded deed
restrictions, including deed book number and page, must be
forwarded to this Office within 30 days of the date of the
recording. Failure to record and/or submit the deed restrictions
to this Office is considered a violation of this Certification.
If you have any questions concerning this matter, please
contact Linda Lewis or me at [phone].
Sincerely,
Dave Adkins
Water Quality Supervisor
DA/arl: 920710.SEP
cc:
Mr. Sky Conklin, New Hanover County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
STATE
d ,,.. mm>6nn
Q? ' - DA
W O
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor DIVISION OF LAND RESOURCES Bob Jamieson
William W. Cobey, Jr., Secretary Land Quality Section Regional Manager
July 29, 1992
LETTER OF APPROVAL
Carolina Power & Light Company
Attn: Mr. Robert M. Pitts, Jr., P.E., Project Engineer
Post Office Box 1551
Raleigh, North Carolina 27602
Project Name: Castle Hayne 230 KV Substation Pole Site
Location: NCSR 1318 & 1336 - New Hanover County
Submitted by: Carolina Power & Light Company
Date Received: July 13, 1992
New Submittal
Dear Mr. Pitts:
This office has reviewed the subject sedimentation and erosion control Plan. We find the plan to
be acceptable and hereby issue this letter of approval with comments as attached.
Please be advised that Title 15A, of the North Carolina Administrative Code, 413.001 7(a) requires that
a copy of the approved plan be on file at the job site. Also, you should consider this letter to give the
Notice required by GS 113A-61(d) approved plan. The last page( s) which lists approval comments should
be copied and attached to the sedimentation and erosion control plan that is maintained on site.
North Carolina's Sedimentation Pollution Control Program is performance oriented, requiring
protection of the natural resources and adjoining properties. If, following the commencement of this
project, it is determined that the erosion and sedimentation control plan is inadequate to meet the
requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-51
thru 66), this office may require revisions to the plan and its implementation to insure compliance with the
Act.
Recognizing the desirability of early coordination of sedimentation control, we believe that it would
be beneficial if a pre-construction conference could be arranged to discuss the approved plan for this
project. Please contact this office and let us know the date of construction start-up and the date of pre-
construction conference so that we may attend.
We look forward to working with you on this project. If you,have any questions, please contact our
office.
Sincerely,
Daniel Sa s,
Regional Engineer
DS/sfc
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
PROJECT NAME: Castle Hayne 230 KV Substation Pole Site
LOCATION: NCSR 1318 & 1336 - New Hanover County
SUBMITTED BY: Carolina Power & Light Company
DATE RECEIVED: July 13, 1992
APPROVAL COMMENTS AND CONDITIONS
1. The developer is responsible for the control of sediment on-site. If the approved erosion measures
prove insufficient, the developer must take those additional steps necessary to stop erosion from
leaving this site.
2. Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed
development unless otherwise noted. The removal of vegetation within any existing ditch or
channel is prohibited unless the ditch or channel is to be regraded with side slopes of 2 horizontal
to 1 vertical or less steep. Bank slopes may be mowed, but stripping of vegetation is. considered
new earth work and is subject to the same erosion control requirements as new ditches.
3. The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could
include the Division of Coastal Management under CAMA requirements, the Division of
Environmental Management under stormwater regulations, the U.S. Army Corps of Engineers under
Article 404 jurisdiction, local County or Town Agencies under their local ordinances, or others that
may be required. This approval cannot supersede any other permit or approval; however, in the
case of a Cease and Desist Order from the Corps of Engineers, that Order would only apply to
wetland areas. All highland would still have to be in compliance with the Sedimentation Pollution
Control Act.
4. If any area on site falls under the jurisdiction of Section 404 of the Clean Water Act, the developer
is responsible to the orders of the U.S. Army Corps of Engineers. Any erosion control measures that
fall within jurisdictional wetland area must be relocated to the transition point between the wetlands
and the high lands- to assure that the migration of sediment will not occur. If that relocation presents
a problem or contradicts any requirements of the Corps of Engineers, it is the responsibility of the
developer to inform the Land Quality Section Regional Office so that an adequate contingency
plan can be made to assure sufficient erosion control on site. Failpre to do so will be considered
a violation of this approval.
5. Any borrow material brought onto this site must be from a legally operated mine or other approved
source. A single use borrow site or an area to waste material is only permissible if it is operated
under total control of the Financially Responsible person or firm who is developing this site and a
plan modification is submitted to this office that includes the area in question.
6. This permit allows for a land disturbance, as called for on the application plan, not to exceed 1.2
acres. Exceeding that acreage will be a violation of this permit and would require a revised plan
and additional application fee. Any addition in impervious surface, over that already noted on
the approved plan, would also require a revised plan to verify the appropriateness of the erosion
control measures and stormwater retention measures.

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Attachment 2
Design Narrative for Stormwater Management Permit and Supporting Calculations
DESIGN NARRATIVE
FOR
STORMWATER MANAGEMENT PERMIT
AND SUPPORTING CALCULATIONS
CP&L - A PROGRESS ENERGY COMPANY
CASTLE HAYNE 230KV SUBSTATION
REBUILD AND EXPAND 115124 KV YARD
Castle Hayne
Hanover County, North Carolina
Prepared for:
CP&L A Progress Energy Company
347 Military Cutoff Road
Wilmington, NC 28402
[phone]
April 2001
McKim & Creed 0159-0121
Prepared by:
McKim & Creed, P.A.
243 North Front Street
Wilmington, NC 28401
DESIGN NARRATIVE
1. GENERAL
The project site is located east of the Town of Castle Hayne and west of 1-40. The site
is bounded on the northwest side by Blue Clay Road (N.C.S.R. 1318) and on the other
three sides by CP&L property. The project area is located on the upper north side of
the CP&L property. The drainage area of the project site consists of approxitmaly 9.34
acres. The total CP&L property is 46 acres.
The intent of this project is to construct a new 200' X 235' substation pad to replace an
existing 170'X 140' pad and to replace an existing gravel drive with two new 20' wide
gravel drives that will connect the site to NCSR # 1318.
2. EXISTING SITE
The existing drainage area of the project site is approximately 9.34 acres in size and
consist of the 115/23 kV yard. The 115/23 kV yard and the surrounding area within the
CP&L property has been used as an electric substation since the 1950's. The site is
relatively flat and drains into a network of wetlands, open channels and roadside
drainage ditches that surround the site. According to the environmental survey
conducted by Environmental Services, Inc, (see attached document) approximately
1.37 acres of delineated wetland and Threatened and Endangered (T&E) Species
areas are within the existing project site, though the T&E area will not be impacted at
all. Permitting with the US Corps of Engineers and NCDENR is currently in progress for
the wetlands. In addition, the Threatened and Endangered Species permitting is on
going as well.
3. PROPOSED IMPROVEMENTS
The proposed improvements include expanding the existing 115/23 kV yard,
constructing two 20' wide gravel entrances, installing two 15" culverts, grading
proposed and existing swales to utilize the existing drainage system and incorporating
two level spreaders and a forested filter strip to attenuate any peak stormwater flows.
See attached calculations and drawings for more detail.
4. EROSION CONTROL CONSIDERATIONS
Erosion control considerations are integrally tied to the existing storm drain system. All
culvert inlets will be protected with inlet protection and the outlets will have rip rap
dissipater pads to eliminate sediment migration through the storm drain system. In
addition, silt fencing will be located on the low side of the affected areas which will not
impede the flow of storm water. The proposed drainage swales will be properly lined
with erosion control matting. Temporary construction entrances will be located at the
entrance/exit points of the new work area. All erosion control measures are
documented on the erosion control plan and detail sheet.
5. OPERATION AND MAINTENANCE PLAN
Contractors shall be responsible for periodic inspection and maintenance of all
indicated erosion control devices. In addition, inspection and any necessary
maintenance will be required immediately following any significant storm event. Any
measure that fails to function as intended shall be repaired immediately. Upon
completion of construction, the property owner shall be responsible for site
maintenance.
According to the April 1999 edition of the Stormwater Best Management Practices
manual, maintenance for the Grassed swales include the following:
• At least once annually, remove excess sediment, especially from the upstream
edge, to maintain original contours and grading.
• At least once annually, repair any erosion and regrade the swale to ensure that
the runoff flows evenly in a thin sheet through the swale.
• At least once annually, inspect vegetation and revegetate the swale to maintain
a dense growth of vegetation.
• Grassed swales shall be mowed at least twice annually to maximum height of six
inches
According to the April 1999 edition of the Stormwater Best Management Practices
manual, maintenance for the a Primarily natural, woody vegetation strip includes the
following:
• At least once annually, remove deposited sediment, especially from the
upstream edge, to maintain original contours and grading.
• Repair channels that form and regrade the filter strip to ensure that the runoff
flows evenly in a thin sheet above the filter strip
• Repair level spreader whose disrepair can cause the formation of channels in the
filter strip.
• Reseed and regrade the filter strip to maintain a dense growth of vegetation,
especially if the strip has been used for sediment control.
• Grassed filter strips shall be mowed at least twice annually to maximum height of
six inches.
6. DESIGN APPROACH
According to the New Hanover County Storm Water Management Ordinance Adopted
September 5, 2000, section 6.4, redevelopment activity shall provide sufficient
management of post-redevelopment runoff from a 10-year frequency storm such.that
the discharge rate of post-redevelopment stormwater runoff does not exceed the pre-
development rates. Pre and post calculations indicate that storm water runoff will
increase from an existing 26.34 cfs to a proposed 29.04 cfs. The increase in
stormwater runoff from the existing conditions to the proposed conditions is 2.7 cfs over
a 9.34 acre area of which 15% of the area is covered with wetlands.
Due to the limited area of the site, the wetlands and Threatened and Endangered areas
and the small increase in runoff, the use of existing and new grassed swales to direct
the runoff to two level spreaders then to a forested filter strip is the design approach
chosen. First, three primary grassed swales will be used to catch the runoff from the
proposed gravel pad. Because of the flatness of the existing terrain, the grassed
swales are sloped 1 percent or less, slowing the velocity of the runoff, retarding peak
flow rates, and allowing infiltration of the runoff water into the soil. The runoff is then
routed thru two stone-filled trench level spreaders then on to a forested filter strip. The
level spreaders and the filter strip will be used in combination with the grassed swales
to provide a TSS removal of up 85%.
We feel these prepared measures will properly control and attenuate the insignificant
increase in post construction stormwater runoff and meet New Hanover County's
section V objectives:
• To prevent the creation of new flood prone areas.
• To reduce the discharge of pollutants to the maximum extent practicable by
controlling storm water discharge rates and encouraging the use of best
management practices, structural and/ or nonstructural storm water quantity and
quality control measures and other provisions.
• To reduce erosion associated with storm water runoff.
• To provide for inspection and proper maintenance of structural and nonstructural
storm water facilities.
• To prohibit non-storm water discharges and require the removal of illicit
discharges.
Erosion and Sedimentation Control
1.01 General: The contractor shall be responsible for erosion and sedimentation control within
the construction limits; for prevention of sediment laden runoff leaving the construction
limits or entering ditches, streams or water impoundment's; and for implementation of
necessary erosion and sedimentation control measures to meet the requirements of the
North Carolina Department of Environment, Health, and Natural Resources. The
Contractor shall also be responsible for all damages or fines resulting from erosion
or sediment laden runoff in the execution of his contract.
1.02 Construction Sequence: While the use of erosion and sedimentation control devices is
especially important on areas of steep topography, easily erodible soils and sites in close
proximity to water courses throughout the construction period, the control measures
should be installed prior to the commencement of land clearing and shall be fully
maintained and periodically inspected until final restoration and stabilization is
completed. Unrestored cleared areas shall be kept to a minimum. Disturbed areas ahead
of construction shall only be accomplished on those segments for the shortest practical
distance as required for continual progress.
Final restoration shall not be delayed until completion of the project but will be
carried out in phases as the work proceeds. Under no circumstances will any areas be
left denuded for more than (30) thirty calendar days without some form of stabilization
until final restoration is complete.
1.03 Sedimentation: Control Measures: The following are some of the sediment control
devices or measures that may be required to prevent sedimentation of streams, water
courses, or drainage structures:
1. Sediment filter inlets
2. Silt fences
3. Temporary gravel construction entrance
4. Temporary swale liners
5. Level Spreaders
6. Forested filter strip
7. Rock Dams
1.03.1 Erosion Control Measures: Some of the soil erosion control measures which may be
required in this contract are:
1. Storm inlet protection
2. Silt fences
3. Temporary gravel construction entrance
4. Temporary Swale Liners
5. Level spreaders
6. Forested Filter strip
7. Rock Dams
Q? i..wC`F
t
G
Project/Site: Date:
COUnty: /r/Przfu?IGYPI
Applicant/Owner: /'t+- L -
'sT State: /V/_
Investigator. ,_?_r. -
Da Normal Circumstances exist on the site? No Community ID: /EPPcrtFCcts
Is the site significantly. disturb e& (Atypical Situation)? YesI Transect ID:
Is the area a potential Problem Area? YeTIV;2 Plot ID: f"v i
(If needed, explain on reverse
Vcf+cTAT1AAt -
DATA FORM
ROUTINE WETLAND DETERMINATION
0987 COE Wetlands Delineation Manual)

Dominant Plant Species _ Stratum Indicator _ Dominsrtt Plant Species - Stratum Indicator
1. e re sue
? 14C 9.
2. / 10.
Jr ? 1
3
?'d r ? ? 0 (3L 11.
_
J
crr
-
-
4. 12.

6. 14.
1
7. 15.
8. 16.
Percent of Dominant Species that are 06L, FACW or
FAC (excluding FAC-)
Remarks:
I4Yr)Rf1I nr.Y
-Recorded Data (Describe in Remarks):
-Stream, Lake or Tide Gauge
Aerial Photographs
-Other
?C No Recorded Data Available
Field Observations:
Depth of Surface Water: C>- ?t (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: (in.)
Wetland Hydrology Indicators:
Primary Indicators:
.Inundated
Saturated in Upper 12 Inches
-Water Marks
-Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Secondary Indicators (2 or more required]:
-Oxidized Root Channels in Upper 12 Inches
-Water-Stained Leaves
Local Soil Survey Data
_FAC-Neutral Test
-Other (Explain in Remarks)
Remarks:

SOILS
Map Unit Name )) 02-11 1
(Series and Phase)• c?' ?vtn?c, csi ?r?y ?{ ?? Sd- Drainage Class: 02-11 V
' Feld Observations
f Confirm Mapped Type: Yes (Ar
Taxonomy (Subgroup): C_ B A 1116
Profile Description:
Depth Matrix Color
t)
i
l M Mottle Colors Mottle ,-
(Munsell Moist) Abundance/Gophest Texture,-Concretions,
Structure, etc.
o
s
inches orizon - fMunse
?
I - P s Y bass ,?? :?. ;z all,
u
'
y
I
Hydric Sol Indicators: i
Histosol _ Concretions
_
Histic Epipedon - High Organic Content in Surface layer in Sandy Soils
_
Sulliidic Odor Organic Streaking in Sandy Soils
-
Aguic Moisture Regime =
listed on Local Hydric Soils List
_
Reducing Conditions -Listed on National Hydric Soils List
i _
Gieyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation present? No (Circle) (Circle)
Wetland Hydrology Present? ?'? No
Hydric Soils Present? < G No Is this Sampling Point Within a Wetland? ? No
Remarks:
Approved by HQUSACE 2/92
HJL
8/93
3
Ci
Project/Site: Date: 1-17-04
Appticant/Owner: L County: lryt? ; lk'c mar
lnvestigator. State: IV6-
Do Normal Circumstances exist on the site? No Community ID: ,,d WJ
Is the site significantly disturbed'.(Atypical Situation)? Yes Trunsect ID:
Is the area a potential Problem Area? Yew Plat ID:
(If needed, explain on reverse
vcrncrnTtnnt
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

Dominant Plant S eci Stratum Indicator- Dominant Plant Species Stratum Indicator
/Y R-1 6
2. ce r'41'tm 10. -

4. J'- -r?r yr 12.
5. r1°?4?1rt,l/i r.1 SCr??'?ru IS F IL
6 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or
FAC (excluding FAC-)

Remarks:
Flynpn1 nr;Y
-Recorded Data (Describe in Remarks):
-Stream, Lake or Tide Gauge
-Aerial Photographs
-other
jC No Recorded Data Available
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
- - (in.)
71 fin.)
7 f (in.)
Remarks:
Wetland Hydrology Indicators:
Primary Indicators:
-Inundated
-Saturated in Upper 12 Inches
-Water Marks
-Drift Lines
_Sediment Deposits
-Drainage Patterns in Wetlands
Secondar f Indicators (2 or more required):
-Oxidized Root Channels in Upper 12 Inches
-Water-Stained Leaves
-Local Soil Survey Data
_FAC•Neutral Test
-Other (Explain in Remarks)

SOILS

Map Unit Name
?
g a
Y?\?
{u?l f
? o 'g ScIA4 Drainage Class:
j
?
s
Gi
L
(Series and Phase):
- -- // Field Observations
e: Yes
ed T
M
Y
fi

?
Taxonomy (Subgroup):
yp
app
rm
S Con
? ?
Profile Description:
a
matrix Color
Depth Matr
i
t)
ix
- Texture,.Conczetions,
Mottle Colors Mottle
(Munsell Moist) Abundance/CWtIst Structure. etc.
s
Mo
inches orizon (Mu
fl H
Z. -?
=
-
6
1?
1
Hydric Sol Indicators:

l
Histosol _ Concretions -
_
Histic Epipedon _ High Organic Content in Surface layer in Sandy Soils
Suifidic Odor _ Organic Streaking in Sandy Soils
_
Aquic Moisture Regime - Listed on Local Hydric Soils List
_
Reducing Conditions -Listed on National Hydric Sols List
_
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ?e No_ (Circle) (Circle)
Wetland Hydrology Present? Yes ?..
Hydric Soils Present? Yes clcl) Is this Sampling Point Within a Wetland? Yes No
Remarks: j
fnJL???Gc?'? ('?;1?' `?t?C?a/1 ct?t;?. dJ?G?
Approved by HQUSACE 2192
HJL
8/93

DATA FORM
ROUTINE WETLAND DETERMINATION
1987 COE Wetlands Delineation Manual)
Project/Site- /,f/? ????hP S:s} Date:. 1-7_ 0/
Applicant/Owner: ;¢ L _ County:
Investigator: PSL State: yVG
Do Normal Circumstances exist on the site? 264 No Community ID: R?wc?
Is the site significantly disturbed' (Atypical Situation)? Yes Transect ID:
Is the area a.potential Problem Area? YesJ6 Plot ID: I.J E F
(If needed, explain on reverse
V CL7GIMIIVW _--
Dominant Plant SZcies Stratum Indicator- .. Dominant Plant Species - Stratum Indicator

2. 10.
3. P ?r/ s' 11.
4. i v-14 12.
5. ( t ,), In O 13.
6. a } aft: 6OL- 14. I
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or
l
FAC (excluding FAC-) ?
/
Remarks: I
CR i/L?aQnGSA r i,l;v!c(
FIYnRnI nr;Y
-Recorded Data (Describe in Remarks):
-Stream, Lake or Tide Gauge
-Aerial Photographs
-Other
,( No Recorded Data Available
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
-_ (in.)
'7 % (in.)
-(in.)
Wetland Hydrology Indicators:
Primary Indicators:
-Inundated
Saturated in Upper 12 Inches
-Water Marks
-Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
-Oxidized Root Channels in Upper 12 Inches
-Water-Stained Leaves
-Local Soil Survey Data
_FAC•Neutral Test
-Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name f ?oe 2 _
(Series and Phase): /U?r,?n Gi Idu/ !? ee- Drainage Class: r
Feld Observations
Taxonomy(Subgroup): Confirm Mapped Type: Yes
Profile Descriotion•
Depth Matrix Color Mottle Colors Mottle - Texture,.Concretions,
inches orizon (Munsell Moist) tMunseA Moist} Abundancef;Snjl? Structure. etc.
1
r
Hydric Soil Indicators:
_ Histosol _ Concretions
Histic Epipedon - High Organic Content in Surface layer in Sandy Soils
i -Sulfrdic Odor =Organic Streaking in Sandy Soils
Aquic Moisture Regime Usted on Local Hydric Soils List
Reducing Conditions -Listed on National Hydric Soils List
k Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ? No (Circle) (Circle)
Wetland Hydrology Present? ? No ?-,
Hydric Soils Present? No Is this Sampling Point Within a Wetland? C? No
Remarks: f
Approved by HQUSACE 2192
HJL
8/93

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: ?_elkDate: / Awe-,-Q.,
-4a - Applicant/Owner. ff't; L _ County: /)ew Investigator: ,ESL _ State:
Do Normal Circumstances exist on the site?
Is the site significantly disturbed' (Atypical Situation)?
Is the area a.potential Problem Area?
(If needed, explain on reverse
No Community ID: / 'Flalwl
YeSQ Transect ID:
Yes Plot ID:
VEGETATION --
Dominant Plartt Species Stratum Indicator Dominant Plant Soecies - Stratum Indicator
1. 1"? "4, a, i s.
rA? lo.
3. LICE ti? C??wl 11.
4. 12.
5. _ 13.
6. 14.
7. 15.
8. 16.

Percent of Dominant Species that are 013L,
FACW or //
FAC (excluding FAC-)
Remarks:
t4ynpni nr;y
-Recorded Data (Describe in Remarks):
-Stream. Lake or Tide Gauge
-Aerial Photographs
-Other
x--No Recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit. 7/5 (in.)
Depth to Saturated Soil: / -(in.)
Wetland Hydrology Indicators:
Primary Indicators:
-Inundated
-Saturated in Upper 12 Inches
-Water Marks
-Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
-Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
-Local Soil Survey Data
_FAC-Neutral Test
-Other (Explain in Remarks)
Remarks:

SOILS
Map Unit Name <-- ) j /
(Series and Phase): /c r It?v1 dll `Q
s`E'? . Drainage Class:
rr
/ Feld Observations ?i
Confirm Mapped Type: Yes Cato'
Taxonomy (Subgroup?: C
Profile Descriptions
Depth Matrix Color
i
t)
ll M Mottle Colors Mottle
(Munsell Moist) Abundance/CQtil(pst Texture,-Concretions,
Structure, etc.
o
s
inches orizon (Munse
i
Hydric Soil Indicators:
i
1
Histosol _ Concretions I
Histic Epipedon High Organic Content in Surface layer in Sandy Soils
_
Sulfdic Odor Organic Streaking in Sandy Soils
_
Aquic Moisture Regime Listed on Local Hydric Soils List
_
Reducing Conditions Listed on National Hydric Soils List
_
Gleyed or Low-Chroma Colors =
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? 'cam No (Circle) (Circle)
Wetland Hydrology Present? Yes (9,c? --1
Hydric Soils Present? No Is tfiis Sampling Point Within a Wetland? Yes <diC :>
Remarks:
//"7: //-/ Vv"
Approved by HQUSACE 2192
HJL
8/93