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..y. / 1 1 ~ 1 ~ 1 t 1 ~ ~ , 1 ~ 1 1 ~ ~ _ 1 ~ ~ ~ - ~ ~ ~ , REDI~CER, ~ ~ - PIPING SITE PLAN D ~ J D ETAI L
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i 4. ~ ~ 1 1. i ~ . - 1 ,4 1 1 _l. 1 i . ' ~ ~ ~ NOTES:
1 +4 1 ~ 1 ,4 ~ ~ . i ~ W ~ S ? ~ i- ~ l 1. FIELD ADJUST SPRINKLER PATTERNS TO PROHIBIT IRRIGATION IN WETLANDS, 25 FT,, AND 1 - - 2. CLEAR AND CUT STUMPS FLUSH TO GROUND IN 1 AND 100 FT. BUFFER ONES,
~ ~ .i / 1 1 . 1 1 ti.,.~. - 1 1 1 ~ 1 LATERAL (TYP)"
` ~ ' ~ i ~ a ~ i i ~ ~ 1 Jc 1 ~ 1 ~ IN 10 FT. WIDE STRIPS IN WETLAND
i ~ - ; 1 ~ 1 1 1 , l 1 ~ 1 ~ 1 , , - 9 i ~ BUFFER ZONES, EXTENDING FROM TREE LINE TOW ` FOR MAINTENANCE TOWARD WETLAND, TO PERMIT ACCESS
~ / ~ ~ ~ ~ 1 ~ ~ J - _ ~ . ~ ~
Q W V1 _ _ ~
Z 1 W 1 1 M i 3. INSTALL DISTRIBUTION MAINS 5 FT, OFF EDGE OF BUFFER ZONE BOUNDARY. ?E OF ROAD OR 5 FT, TOFF
O W U ~ ~ ~ / 3 - ~ ~ i TION MAIN
w f-. z m JJ _ , ~ 4. SEE DETAIL SHEETS FOR SPRAY IRRIGATION SYSTE 5, 100 YEAR FLOOD ELEVATION IS 12', SYSTEM DESIGN,
N - MM W _ ~ LL Y _ U 1 tii : ~ /
o _ W ~ - V~ i p 1~ , ~ i
~ ~ ,4 1 ~ 1 ~ Q / ~ ~Q ~4 V - ~
N 0~ C O~ ' 1~ , LEGEN - PROPERT - 100 FT. 'END
3 0 o 1 +4 ~I IJ / 1, ~ / ;OPERTY LINE
1 ~ 1 . _ o . ao f~ ~ /
~ _ ~ f f 0 FT. WETLANDS BUFFER
o ~ _ o ~ PU~I A. _ ~ .n _ ~
INV. EL. ND. 2
20.0 FT. X - 6 _ _ _ - 25 FT. • -WETLAND ? FT. WETLANDS BUFFER i
O J i
OJG ~ Y 9/2 ~ / ~ Q~'~ ~ ~P~ ~o~ ~G~ :TLAND AREAS
P ro
S ~ \ ; p ~.Q~ ~ - 100 YEA ,~~4~ ~ 0 YEAR FLOOD ELEVATI9N
~ ~ / _ ' + p~
~ ~~~\~J - TREELINE p~ ~ P~ o -CLEARIN ~ - - 'EELINES
o ~ -F ~G~ ,EARING LIMITS
a S _ tp Dc
TOE OF SLOPE ~ ~'L ( - UNDERDR JDERDRAIN PIPING
~ ~'9i,L ~2 ~ L
Z ~ u ~ ~T~ -SILT FEN _T FENCE
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D ' { BALI N 2 - \ ~p ~y ° y ~ ~ B-24 -BORING 11 - 3'~ PVC L y ~ ~ -NON-IRRI )RING LOCATIONS
~
PVC LATERAL AND SPINKLER LOCATIONS
o '
- ,~~y - J-IRRIGATED SOIL
~ p,1 N I ` O
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- - - - GROUNDWATER ~
. PUMP STA. ~ /pip, P~ ~
o ~p\J •1P . . _
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1~ - y~P~~ SPRAY IRRIGATION SCHEDULE IULE
W IGAN ~N ~PJ ~ G'(R~ ~ SpRp,Y IRR _ ' ~ ~ OF ~ ~ ~ AREA MAX. APPUCA ~ ~ , ZONE ~k SOIL TYPE 4PPLICATION MAX, CAPA I T Y
S1A~(10 N PUMP . , P~c~~~ ~ (~-E€ QE 4 - I ~ ~ V _ . _ . _ _ _ O~ (AC) RATE (GPM I rE (GPM) (GPD)
W _ _
d' ~ A GROUP 1 10.42 943 943 70s725
X '
B GROUP 1 13.02 1,175 1,175 88t425:
CAIN ; C GROUP 1 13.02 1,305
o ~ 1,305 97,950
N BASIN 1
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~ ~
W Z ~ J,~ _ ~ ' - _ _ INFILTRATION BASIN SCHEDU INFILTRATION BOTTOM MAX WATER TOP B BASIN ~ ELEVATION LEVEL ELEVATION ELEVAT - / ~ ' 1 34' 44' S8' HEDULE
,gyp Z ~ G
a° X ~ 1 ,J c I a ~ m / I
TOP BANK INFILTRATION AREA
ELEVATION (AC)
o ~ W ~ ~ / 20" FO CE MAIN 58' 7.39:
o ~y,? DRAIN LINE 2 28' 46' 48'
20" FORCE MAIN g ~ ~ - SEAL SEAL _ - ~ _ - - 48' 5.16', CZ
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U q~ v MCC FILE NUMBER DATE: JULY 200 SCALE
~~~iiiiiiii~~iiiii ~~~~~~~~~iiuii~i~iii~~~~ . CARS%, CqR~,,, v WEST BRUNSWICK REGIONAL DATE: M CE PROJ. 00 CS1 06 69002
`~~~\\`Q' pFESSION FESSlO,~ ~j''., .°~~\Q` pFESS/ON ~j''. ' r~ WATER RECLAMATION FACILITIES DRAWN DRAWN SM HORIZONTAL: DRAWING NUMBER
m a O Q~ °°2-. o Q~ 2-, `v~l~~IaQVI~CREED 1"1 r /11 ~ 1 1 ~ r 1"1 ~ ~ / ~ Tr 1"1 11 ~ ~ r1 r r'1 /1 ~ t /1 ~ i~ ~ • - X11 1 ?n'
I 0 O S E A L co D O - E A L SEAL = 200 MacKenan Court, Suite 200 B 013260 Cary, North Carolina 27511 v FNGINE~`~~ Phone: [phone], Fax: [phone] BRUNSWICK COUNTY KrULAlMtL)--- WAltK L)lZ)twptKZ>AL Z:)TZ>ILM °t"'" CHECKE NORTH CAROLINA PROS OVERALL MERCER MILL SITE PLAN STATES7. CHECKED VERTICAL: DMH C200
/II 0257330100 N 00 co J33 3 E A L PROJ. MGR. KC NA
0 2 5 S E ig 19 0 4 G 010O
t0 O O /i ~ O / / O 001 ~i~~l 11 AA0002667 EB0006691 STATUS: REGULATORY REVIEW REVISION
/ ~ ~ /j111111111111111 N o IREV.NO. DESCRIPTIONS DATE NI-o www.mckimcreed.com
REMSIONS
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f d . i , J'r... . ~ ~ J .f f f
TEMPORARY DIVERSION DIMENSIONS (FT) f r f f;
CONTROL CROSS H ~ s . ~ ~ ~r 4 ~ E{
MEASURE TOP WIDTH DEPTH SECTION - ~ s g ti ~ C , .
NAME AREA 33 129 6 r ~ ~ 1.
7D13 12 2 12 ! ~ ~ „ - ~ F {
i } t,= 1 ~ i _ r ~
8 8 23 12 55 1 - :ki t ~ is ~ - gyn. S .c.v ~ ? . r I r i
t4 7.2 1.2 4.32 ,.M { ! t
/ ) % , f ~ ( ;t r i , t d I
TD15 10.8 1.8 9.72 ~ - ~ ~ ~ . - , i i
w ~ r
8 2 i r . , P , • { - - . , Aft
TDt6 10.8 1.8 9.72 P n _ : , t _ , , _ , t
~ ; _ _ , _ ~ ~ _ 1
~ ~ , t t r _ - ~ . , .
_ _ , .t. ' - - , 1 x :
ROAD DITCH DIMENSIONS (FT) . ~ ~ r-, _ ,
s ~ ~ ~ ~ ~ - ~ ; 4 , - a ~ , s
CONTROL TEMPORARY PERMENANT TEMPORARY PERMENANT MEASURE WIDTH W/O WIDTH W!O DEPTH W/O DEPTH W/0 , ' 1 t, h~• - Y~
NAME FREEBOARD FREEBOARD FREEBOARD FREEBOARD i ~ ~ . , i F
. i t . ~ ~ i i 1`+Y Ert j
D 1 3.63 5.66 .60 .94 ~ f. ; r ~ z t - j ! A i ` f ~ i ~ ~ 111! y1f~
~ y .y ' _ • i o,, - - _ ! i r - F f~• f f i
a ~ ~ _ 6 ~ \ f' } s 1. i t r 1 . _ ! l.. ~ f ,l t}f V
D2 2.43 4.13 .4 .69 ' ' \ r ~ . ~ ~ i I ~ ~ ~ ~ i j. _i: ~ ~"i I
,J J e i r ~ , f. i~ : +L. f~' ~ i ,r ~ ~ ~ z 1I
, ~ ; ~ - _ < y _ R r, / ' l ,t r 1:
CONSTRUCTION SCHEDULE i ~ f~ , ; r ~ _ p~ < _ , ~r~ _ , i I
PRECONSTRUCTION SCHEDULE: i - ; t ; _ N/ 7 f
1. OBTAIN PLAN APPROVALS AND OTHER APPLICABLE PERMITS. .W 4 ; , , ~ i - ~ r ~ f. , ,r 1 ,er. ..,,L,.,,,..,.,,,, . ' 1 f f . ,
2. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. ~ ~ P~ •..v. { s _ i l , j ~ > / r .r'`~~ ,
3. REFLAG ANY WETLAND BOUNDARIES THAT HAVE FALLEN SINCE THEY WERE SURVEYED AND STAKED PER US ARMY CORPS OF ENGINEERS WETLANDS . ANDS - ~ i ; _ ~ ;i
DELINEATION MAP AND FLAG 25 FT BUFFER IN FRONT OF SAID WETLANDS. 4. PLACE TREE PROTECTION FENCE 5FT IN FRONT OF 25FT WETLAND BUFFER UNLESS SHOWN DIFFERENT ON PLANS; IN NO CASE SHOULD THE FENCE - s JCE ~ ~ ' ~ t ~ ~ ~ - - , 'i t L i
BE LOCATED ANY CLOSER THAN 5FT. FROM STAKED WETLANDS! ~ > - \ ~t. i
5. CONSTRUCTION ACTIVITY IS TO TAKE PLACE ONE PHASE AT A TIME: r. ~ ± ~ 1 J ~ ~J ~ NP. p r - 2 . 't Y^,...
UNLESS THE CONSTRUCTOR OPTS TO WiORK ON BOTH SITES ~ ~ SIMULTANEOUSLY, IN WHICH CASE PHASE 1 OR PHASE 2 CAN ~ ~ qn f ~ ~ - 1 ~ i 5. l
BE WORKED ON CONCURRENTLY WITH ONE OF THE OTHER _ _ x • i S m 4
PHASES SO THAT NO MORE THAN 2 PHASES ARE UNDER 2 ~ s,4 CONSTRUCTION AT ONE TIME AND ONLY ONE PHASE PER s p y,6 -1 r' - Y IV ~ ~ ~ s /y~~p~~/~ 1FIOUT VVG/MHny r~,, i j ~ d ~ f i ~ ~ ~
SITE. ~1 r' i ~ ~
4 IP ~r8.9 FOLWMED B1/ ORIP iE1DS - ~ ~ i ~ ~ ~ r _ { i" '
5 IP ZONES At, A2, A3 . . ..c i . . r i _ J ~ , f f E t 1 i
6 IP ZONE B _ } - r t :w
7 ~R 1NLL ~ LOWED BY ZOgE , - ~ ' 1 / i ? f/ f
~ f - ~ J F DIS7URBEO AREA FOR SPRA INES ARE A 15 FT. CCORRKM EACH IK
CONSTRUCTION ACTIVITY IN SEQUENCE PER PHASE: a .~ac~e wu ~ Fou,ow~o sr m~ c asiune~o _ ~ ¦ ~ Z~ I . _ t f ' 1/ = OTAWNG 12.63 ACRES SIZE
1. INSTALL TEMPORARY SEDIMENT FENCES (SILT FENCES) AS INDICATED. SF LE 2. CONSTRUCT NEW ACCESS ROUTES, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, AND EQUIPMENT PARKING AREAS. Tp _ 13 _ - - . . ~ f _ _ . _ , i ~ - ~ ,
w._ _ _ - t ,r' r,,.. - . ~ ~ . ~ ti~ . - V _ ~ y. rtn r ~J / e
3. CONSTRUCT THE TEMPORARY ROAD DITCHES, PERMANENT CULVERTS, INLET AND OUTLET PROTECTION AS INDICATED ALONG THE ROAD FOR r.. \ \ l ~ ~ ~ _ f'' rv i 1 ~ d / .Is
STORMWATER DIVERSION. SEED AND MULCH IMMEDIATELY AFTER CONSTRUCTION. _ y ~ J ~ _ . - is 1 ~ - r ~ I I~ ~ / ~ , ` `
4. CONSTRUCT PRINCIPAL SEDIMENT TRAPS AND BASINS WITH BAFFLES. ~ _ ~ ~ , . ~ y f i ; ~w
5. CONSTRUCT THE UNDERNEATH DRAINAGE PIPE FOR INFILTRATION BASINS. r ~._l. ~ ~ _ YF / ` ~ I / / ~
6. CONSTRUCT TEMPORARY CHANNELS AND DIVERSIONS FOR RUNOFF CONTROL. SEED AND MULCH IMMEDIATELY AFTER CONSTRUCTION. w,- ~ _ - .S ~ - - _
7. BEGIN MAJOR SITE CLEARING AND GRUBBING VIATHIN THE CLEARING LIMITS AS INDICATED ON SITE PLAN. MAXIMUM ALLOWABLE CLEARING LIMITS ARE SHOWN, CONTRACTOR IS TO S ARE ~ "1~ - ~ \ , >~7' 1 ~ r \ / 1' ~ ~ - . f ` M1J ~ J / P;.
CLEAR AS LITTLE AS POSSIBLE ON SITE. r ij { ~P / ® iE
8. BEGIN ROUGH LAND C3RADING, STOCKPILE TOPSOIL IN DESIGNATED PART OF CUT DISPOSAL AREA FOR LATER USE. € 7 i ~ t 1~ \ ~ \ , 1 ~ ~ \ ~ . \ \ O I ! i I
9. INSTALL ADDITIONAL TRAPS AND BARRIERS AS NEEDED DURING GRADING TO KEEP SEDIMENT CONTAINED ON-SITE AT APPROPRIATE LOCATIONS. 10. FINISH THE CaRADING FOR INFILTRATION BASINS AS SOON AS ROUGH GRADING IS COMPLETE. \ ~ 4 I 1 \ \ \ I I i \ O S e -i
11. CONSTRUCT ALL 8TRUCTURES FOR BASINS, SUCH AS PUMP STATIONS, DRAINAGE PIPING, VALVES AND GEO-MEMBRANES. ' j i ~ ~ \ \ \ ~ \ \ ` ' t ~ ' w ~ ~ tI
12. COMPLETE FINAL GRADING FOR ROADS AND GROUNDS. 5 6tACED T ~ ~ ;
rn 13. APPLY TEMPORARY SEEDING AS SURFACE STABILIZATION IMMEDIATELY AFTER LAND CLEARING AND GRADING ON ALL DISTURBED AREAS WHEN WORK v IS DELAYED OR COMPLETED. WORK I ; i ; , , 1. ~ \ \ 4 ` \ \ ~ \ \ ~ ~ ti ' , 1ENGTH=353FT
14. CONSTRUCT THE PIPE LINE AND SPRAY IRRIGATION SYSTEMS FOR THE IRRIGATION AREA AFTER CONSTRUCTING INFILTRATION BASINS. i ~ ~ { i \ \ i i 1 i \ ~ . \ l 1 igii( 1~ ~ ~ ~ ~ ~,S f ,
c~ 15. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY. AND AFTER RAINFALL EVENTS, MAINTENANCE REPAIRS SHOULD BE MADE j ii ii ; i ~i l ~ ~ ~ ~y 3 i 3 i "t 1 F. i ~ ~ t i ~ 3 r ~ r 5't
IMMEDIATELY. a 16. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANANT MEASURES. INSTALL FINAL STABILIZATIONS AND LANDSCAPING (PERMANENT i t i i i t i i i I ~ 1 1 1t ! 1 ~ .i { '1 I fiitt' ~ ~1 ~ ~ - 7! i j I t t l ~ i~ ~ 7 i ! , ~ ~ f I~
Z SEEDING, ETC) ON ANY DISTURBED 1 i i it 7 ~ ~ ~i!j i t i ~ i 7 i I~ 1 1~~ 's~SI~i _ 1 ~ i i l~ i I l l i( i ~ ; ~ i 11 I I ~ i r i~ i itj 1 ?3 ~ F ! I ; f ^-Y .rte ~
AREAS. W 0 17. ESTIMATED TIME BEFORE FINAL STABILIZATION IS 8 MONTHS. j ~ i ~ 1 ~ ~ i i i ~ ~ 7 ~ ~ are. ~ ~
1 li~ii ~ _ ~ ( ;'j;i ~~!t i I I i i~' ~ 1 r ' `iSl 11~4~lljl i ! r ,i ~ 1' '''`~D ~ ~ ' \ \ : w..._........~..._.. 6 r' rt ~ ?s ~ !
~ MAINTENANCE PLAN rn I ~ ~ i ~ j( 7 ~ I; r i ~ ~ 4 ~ ~ t ~ . ' ! I I ~~4 ii ii i I i Ii'' i~~a1 f''f "i,' i ~ J, f,,.. . i ' f 1
c ~o THE MAINTENANCE REQUIREMENTS OF MEASURES ARE LISTED BELOW: i jj i r' lii ~ 7Y1 ? r~ ~ ? ~1 ~ i~ ~ , r, 1M 91LT,FENCE IS TO BE , ti ~ ; ` - ,r , 1FIOUT ~ PLtCEO CLEARMrC ` ,l' _ • . ....FENCE IS TO BE PLACEp f THOU'T CLEARING LAND
0 i t i E i 3 i 1 i { Ii ~ 3 ~ l . S S i i i I i i f" ti ' t.11N0 , . , ~ ~ , ~ ! ,r , HO 5FT ON EI7HER SIO~ HAS AD FOR CLEAR~IC'
1. GENERAL: ALL EROSION AND SEDIMENT CONTROL MEASURES 1MLL BE CHECKED FOR STABILITY AND OPERATION FOLL0IMNG EVERY RUNOFF-PRODUCING ~ RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED. JCING l 1 t 1. i ~ r'~ 1 :i~ ` i r'' / i . ~ 1$ ,i., ? ! , , ' , • ~f ON PERMIT
N O + ~r ~ r' r .i FT ' , ~.t
2. TEMPORARY BASINS: INSPECT BASINS WEEKLY AND AFTER EACH SIGNIFICANT (0.51N OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE ; r : r ~ ti '
o SEDIMENT WHEN APPROXIMATELY ONE HALF OF THE SEDIMENT BASIN VOLUME HAS BEEN FILLED. HOWEVER, THE MINIMUM VOLUME REQUIREMENT MUST ~ ALWAYS BE MET. CHECK THE SEDIMENT BASINS DESIGN CALCULATIONS FOR THE BASIN CLEANOUT. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET JIUST yy 41 ~ ~ ~ ~ 9 t ~ i LET a, - , - ' /y~~ ~ ,
FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL t ~ f' V V , , ' r ~ , :f . i .r.-• . ~ ` J J ~ ~ A w./' , ~~,r DIS7VRfw \ \ \ l ` • 20.3 ' i
TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. 'v ~ i ~ ~ / ~K ~ i ~ ~ i / .r J, ,J" ~ ,`.i r . . r,. m . _ r,..~..._ _ r r'
0 o~ 3. TEMPORARY SEDIMENT TRAPS :INSPECT TRAPS WEEKLY AND AFTER EACH SIGNIFICANT (0.5 IN OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. , r . . RELY. : ~ ~ \ . ~ _ _ .w._.._...... . . ~ , _ ~ per f,J . , ..w.. r J .,.a„_..... ~ r ,i r -~...r...... ~ r _ _.....Y,..~.. . i per.... .....r... ......n•
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSION WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF OF THE DESIGN DEPTH ~ _ , -PTH _ ~ ~ _ - 11 \ ~ `ti, ~ - _ l i ~ - - _ _ , ' ~ i ~ / ~ r ~ K.. r. • / ,....w, ` r _ _ s,.-' , ..u - J ' , - . _ _
a OF THE TRAP. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. as ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. ~IENT. \ ~ _ - _ . _ : - - i ~ ' ; J s _ , w._._..__.-- _ r ~ r / ` ,,r i r -
~c \ \ l i ~ / nY r•~~ ~ . . \
4. TEMPORARY DIVERSIONS :INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE ~ ~ - r _ _ , i : - - _ - - . . ,r ~ . _ . _ . . / ' ~ ~ , f Y
~ FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS - PERMANENTLY STABILIZED, REMOVE THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. , ~ . ,r'" r' . d U _ ~ ~ i -
W O ~ _ . , - _ , J, ~ - ~ ~ _ ~ / t f,~~ / ~ j
X ° 5. SEDIMENT FENCE: INSPECT SEDIMENT FENCES ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIR IMMEDIATELY. REMOVE SEDIMENT ~ DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO IMENT - ~ - - ~ %
a o ~ ~ AVOID UNDERMINING THE FENCE DURING CLEANOUT. i j t` t 1 i t ~ ' l f I i~ J 1 ~ 1 , 1, Z l ` i 1S t t S
LEGEND o I 7 ' j f i ~ it i! or.~ 1 ~ f 1 ~ t ~9 yy E?dr,- r t f j iVk ~ :i } ikA
_ _ _ i f1 ~ 7 ! I I I r i i ~ ~ 1 j, 1 ~ i i .t t ! + i ! S
g a - Paoa~nr uNe ~o _ _ _ goo e~ 2s ~r. wEr~wos eu~a _ _ ~ ~ i > ~ - - - _ - _ I ~ t t i i 1 ~ l \ i ~ \ ~ r 1 ~ \ \ S , S t l ~ ~ ~ lj
0 0 1 1 \ , ~ ti ~ \ 'I ~ ~ \ 1 \ \ ~ ` \ Y` \ y
Q - w~nrwo ~a~?s ~ ~ - 1 . ~ ~ , - ~ } ~ - . . `a . ~ ~ ~l~; ;}}1 t 1 ~t
` moo - o~ww~ce ups o '8 ~ - ~ \
~ S -CLEARING UMITS FOR PERMR ~ PAYMENT rn _ ~ I
N N o , - UNOERDRAIN PIPING i ~ s \ .
a ~ -SILT FENCE - - i - , r . f 1 + ft ~ t f
v c 3 v ~ -CHECK DAM o ~ ~ ' _ 1J . i r ! F t !
'o v ~ - Q(ISTING IiAM~WR C01dT0URS . - . ,K ~ ti „ ~ _ _ . f - E . ...........:...__.v . / j .4 .
o in ~~w _ , _ _ ti 6~ - _ a~s-+ _ r r ss'
c v a _ - _ _ _ . _ _ _ EXISTING MAIOR CONTOURS o ~o W - -PROPOSED MINOR CONTOURS . , - , ,ti r . . y, ....w_.._.._..... f~........ ....y.. 0- VN
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V 2 D Z ~ ~i~wr ~ TEIAPORARY~PERMIWEM ROAD $ ~ ~ W Z _ _ WiiCH ¦ +19.20 ----•---i_.~._....__._......._ ~ 10 Nr TD I 16
i ate, ° v~-i ~ ~ '~-9-0-x-0- -TREE PROTECTION FENCE i j ~ 1 I r~~r % J
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I O ~ 2 2 SEAL SEAL
oj~o~3~v3 T ~ / O W O GJ `\\\\~~~\111111111111/////~~,/,/ IlIII 11ar11?IIIIIIIIIIIII 1l1/// l/// DATE; TE: JULY 2007 SCALE M&C FILE NUMBER
iii ~~i M CE PROJ, PROD. - CE1 OZ # ~ 0069 0029
o ~ .,~FESSION,. i~ ; ~ i~ o DRAWN AWN ALN HORIZONTAL: DRAWING NUMBER
6-0 rn iv 00 v " V Qr" .7l V0c00 /00 0ornlll i i i i iii V i V ~/i WLL l ror SIGNED ALN YW 1n =100'
y/0/N- 47 / 0) O 00 00 00 _ S E A L A L SEAL = BR l33 = 013260 200 MacKenan Court, Suite 200 BRUNSWICK COUNTY RECLAIMED WATER DISPERSAL SYSTEM DESIGNED CHECKED
O CN 0 - 0u0/N fA U) 00 00 C C C 025733 . Cary, North Carolina 27511 A' _CKED DMH VERTICAL: C202
a [••0333 I W-0u0ooo ~i Oho NEED ~v,~ FNGINE~~ Phone: [phone], Fax: [phone] NORTH CAROLINA PROS MAR MERCER MILL STATES: )J. MGR. KCE NA
0p ,.000 ~i 0&G N O O W u l I I 0i 000 DO Ft~~ AA0002667 E60006691 ry ~
01 00 00 00 o o "o, -,0' C. /11 111\\ 0 o o woo MillI11111j1 Z m J r- 0 REV.NO. DESCRIPTIONS DATE 1111111\\\ '/,/1111111111111\\\\ 'TES: REGULATORY REVIEW REVISION
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