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Home My WebLink About20052046 Ver 1_Site Plan_20070101r 40'Qg 2~ (L~~~ ~~G 50J WHITEHORST CREEK ti;;` , g S.R. 1941 ~ i 0'~. s0 V G4~ G~ ~4E y ~ SITE 0P _ c~F F / _ ~ 5~ N RA LROAD Iddie 6t y j -,KSp~iNER - in , NpRpOL _ F n,r s ~ N.G.33 a ~ I ~ ro ~ 1p0, N.G.33 ~ ~~1 , , AURORA , PCS PHOSPHATE VICINITY MAP , F. R. ALFRED D.B. 592, P( ' / ' r PCS PHOSPHATE COMPANY INC. D.B. 1024, P F, R. ALFRED TRACT ' ~ D.B. 592, PG. 586 ~ - r 1 ~ D.B. 1024, PG. 588 I \ \ - 10 N 8636'39"E 1907.45' - I 1 N 88'23'55"E 1053.03' SC - / - ~ C I - / _ I \ AULVfRT fi ~ - j ~ ~ i ~ f-CORN __.J 1 I ~ - 0 I I ALE L~IRUCKS ODUT ANOL & DDGS TRUCKS OUTCULV£k 1 f I ~ ~ ) TRUCK SCALES IN/OUT ~ ~ I o i ~ ~ 1 I , ~ I I ~ ~ l I f ~_~i CV M 1r r ~ ~ I - 1 f 1 / > N RAI RO LOCA?ION PROVIDED BY \ ~ I , ~ EW L AD ~ , ~ ~ BENCINMARK DESIGN. I ~ ~ i II / ~ , 1 ~ li i , 1 i I I 10 l ~ ~ I ~ o ~O 1 r I i ~ ~ ~ i2mil ~ ~ - ~ ' r / 81 ~ t--, r--- 10 - 1 ~ I f r I - - I 1 I ~ / ~ 1 I ~I i; i t ( ! w I r 14 I ~ II; ~ ~ I 1 ,bI ww I ~ I I r ~ I I/ cn cn I I r~ h~ ~ 1 I o ~ I l ~ , ~ ~ ! ' 1 r I ul I 1 I I / I rr a r w w ~ l I ~ Z I z I 1 1 / µ I r ~ 1 III i n~. rao ~I o Mj I h 1 JIJ o ~'I o o, I W / 1 u I II 3 ~ r I l 2 I i I I W o I/ 0 7 I o ~ W , l i U U I PCS PHOSPHATE COMPANY INC. u ~ ~ ! ' ,W f j I / q2 W r4 I I ~ I ~ ~ - y 1 i FISCHER-THOMPSON TRACT 47 I , Q Q , W I I , D.B. 632, PG. 130 t° K 1 ; ~ ~ I 5 I ~ _ / I ~ - - FIRST TRACT ~n i I ~ r I ~ 'r D.B. 1024, PG. 588 ~ I I ? I I , _ ._J' r T" out 1 ` I r T I, 5 E RWD r_. DDGS Ir / r I I I I ~ f CC RT 3 1 I ~ I courar s I I 1 1 ,RCP !S(J~ TJ4 COL~ERT #3 1 ~ „M„ I ~eao~ I I „I„ I I R" 1 RCP I ' tone n I /1 ' ~ I ~ ~ I I 1 ~ I I I l ~ Q~~ r I I ~f"' 9 f ~ I II ~ ~ ~o II h ~ ~ / ( r ~ 1~ ~ i / ,r ' I Iz ~ I I 1 / 1 I I to I (54,000,000 CPY ETH) _ i _ I I IW 3-1500 NP GAS FlRED ~ ~ ~ ~ I f I 1 ~ ~ I lu BOILERS ~ ~ _ _ I ' II 1 ~ 1 I I+ m~ ~ rn I I l ` I IL I I # o ~ ~ ~ r ~ I l~ I~ - ~ I I MATCH LINE ~ I I MATCH LINE SEE DWG 8904-C-002 ~ I - ' -I ~ ' I I y MATCH LINE -SEE DWG 8904-C-004 I I r I P ~ I t ~ I i I p I i I I 1 - 1 ,L. I II ~ WQP 2 - j ST k (3) STORAGE 511OS I _ I I ~ I .1 ACRES 65D,DDD BUSHELS EACN I I \ 56 I ~ I i I I ' `>t ~ ~ III ~ I ~ ~ ~ ~ ' 1, I r I I 1 r I I ~ ~I'J' ~ , 1 _ ~~I !Z~ 0 .1 M 'C' TB I ~ ~ I S ~ ~ I I ~ ~ TOP OF FLANGE ON WELL ~ v ! i a ~ ~ ~ ~ TEE 6"LD. STEEL WELL CASING ~ I ~ 1 ~ ~ , ~ EV.9.91 r ~ ~ , I~r- / W W ( I i I I 1 II II I f I ~I~ I I I _ I 1 • I I I r I I ~I~ ~ I; ~'I I i ~ I I ~ Q I I I c E I~ I O j I I I jjI I SC I ~ ® I 1 i I W wT I I i ' II I III' II 1 I I i, ~ \ (n I (n TO ~ ~ I I I li ~ n I t o ~ ~ ~r ~ Q 1 ~j I I H ~ ~ ~ ~ I U 1 o I I 1 00.. I A I ~ ~y I I 00 i 1 ~ ~ I I f z Z\I \ ~ ~ I I I ari I I I~ ~I-~ ~ ,~D 1 1' I l i I ' \ ' Or I >0 bti / 1 LL r ~ ) U Cf-~ T II I ~ ~ (_~I- F'e' ~i - - 3 I I'~. ~ ~ - ETFIANOL C I I i ~r 1 I I ~I - - - i i :i I I I ~ ~ I ~ ~ ff' I j LY£RT 1~~ ~ I ~ n+ _ I it i 41"RCP i tJR CE FA: r4301 SFi ~ p, N r wI a) aM' I Ij I / I ~ L~ ELEV: 5.00,11 1 W a I I WQP 3 I ,0 , ~ 0' y l w ~ I I i I ~ n ~ , 44,3 ACRES N ~ I I ~ r ' g ~ I I a• diaren,~~r r ~ ' = I ~ ~ I I ~ I I ; ~ ~ Z II I ~ I I ac ! ~ ~ ~ 11, ~ r I / ~ ~U \ II I NEW RAILROAD LOCATION PROYtDED BY ~ - - , ' X i I ~1 ~ BENCHMARK DESIGN. ~ I ~ ~ NEW RAILROAD LOCATION PRONDED BY ) ~ ~ I ~ BENCHMARK DESIGN. ( ~ .--9-`~~ . I I I I ® ELECTRICAL fRICAL - ' , - ' } ~ o I ~ ~ / i II TRANSMRTER ~Iw ( ~ I II 1 ~ NSF TITTER ? JaS & W zl I I I 1 I a~o,o ~ I I ~I ~ ~ of 0 I ~ t I L 1 ~ _ I _ I ~ ~ I ~ ~ WG 89041 004 ~ - NCI a F MATCH LINE SEED , _ _ - - o~~SSS.~ n I , pR S~ RG~ Pcs PHOSPHarE coMPaNY INC. ' I MATCH LINE -SEE DWG 89041 -006 I FISCHER-THOAiP50N TRACT ! H I II I U D.B. 632, PG. 130 I II 11 ~ flRST TRACT I I 11 I ~ ~~i , ' o ~ ~ ~ . D.B. 1024, PG. 588 I ~ ' RPtl I / I I t 1 V ~ , ~O' ~1' 230v S0U PNSMISS\ON , „ , I ~ I + ~ I II 14 _ 1 / Gg r CUL T ~8 11 ' / ~ r 5 PROGRESS a.B 80;2 9G 946 / P-_ 10 I to ' /1,.,' ROORES I , ENERGY Z 0-7. \46 I ~ -v~~~ ~,~I~ OOMpw n.B• - I / I 1 I 1l.WP~ j ~ / s m' TNERN 019 , j s.~ 'r' ' `S0~ gp1 PG. T t. ~ ORf I~ oB' I ~ ~ ' I r/,~ ~ ~ . N O O I NE RI ''''f I ~ ~ , I I , + / , ~ , ~ 1 5510N ~L. I I ,.r' UIU / % 3 S ~r1Sl ~ANSM~ . ~ ' I ~ I ~ ~ ~ I, ~ P~~ St SEGM EROV I I I ~L~~, ~ ~ 1.00 ~ ~ Fla 55 EN vim` a' O O /I ~ '~RF~E LEL95 RO~RE., sD~RM. P~~ z ~ z~~~uot ~ 4' (?0 I ~ I ~ ^ / , l' ' 1' PNY I I 0 A- OMR I ~ CULVERT ~9 ~ ~ .O„ I~WAY ~ U ~ 1 v , -4 ESN N G. D pR 0 I I ~l' N WIW ~ j , W W ~ ~ j ~ I 8 I I I / / ' I / ~ z z -t'om' 8 GMP , I ~ Rp,11.WPY , , , ~ e 210 , jN6RN 19T =I= / ~ 1NN , h OAK SO 9 y95, PG' U I U / ' / / ~ NORF o ~ Q Q X ~ ~ / ' ~ . GMP , 58 1 ~ / - 1NN mot' / RAINAGE ZONES T Y P N D S D R UAL 0 ,X, WATE ~ .E„ n Y'' ' ~ N i ' ' GENERAL PROJECT NOTES a 9 ~ a " G DESCRIPTIVE 1. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE AND or " NORTH LOCAL CONSTRUCTION STANDARDS 2. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS r'~ APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR e~ ~ I zo, ~E VERIFYING LOCATION OF ALL PUBLIC OR PRIVATE UTLITIES WHICH c a~ LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. 50 URST H rM1CREEK ~ WHITEN 3. APPROVAL OF THESE PLANS IS NOT AUTHORIZATION TO GRADE o n ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED g,R.1941 ~ Z PROPERTY OWNERS. 4. MATERIAL USED TO CONSTRUCT EMBANKMENTS, BACK-FILL E`ti- `PO AROUND DRAINAGE STRUCTURES OR IN UTLITY TRENCHES OR ANY ca`` I_ Gay ! OTHER DEPRESSION REQUIRING FILL OR BACK-FILL SHALL BE 0P1~~~- ~ p ( / SITE 'P~ COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM D-698). THE CONTRACTOR SHALL F E PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACK-FILLING pAIlROAD 1dtlleSt %NEHN ~ / ; ~otiKSOU _ ~s, SUBMIT THE RESULTS OF THE PROCTOR TEST TO THE CLIENT'S NORT ~ ~ / REPRESENTATIVE N.C.33 ~,~a„~~_, ~ ~ ~ M 5. THE CONTRACTOR SHALL IMMEDIATELY REPORT, IN WRITING, N.C.33 ' / i ANY DISCREPANCIES FOUND BETWEEN ACTUAL FILED CONDITIONS AND CONSTRUCTION DOCUMENTS TO THE ENGINEER FOR RESOLUTION. ANY AURORA PCS PHOSPHATE COMPANY INC. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH F. R. ALFRED TRACT N BB'36'39'E D.B. 592, PG. 566 DISCREPANCIES AND PRIOR TO RESOLUTION BY THE ENGINEER SHALL VICIMTY MAP ~ ' D.B. 1024, PC. 588 BE DONE AT THE CONTRACTOR'S RISK. ' I 1 ' r , PCS PHOSPHATE COMPANY IN PRATE COMPANY INC. _ ~ „O„ 6. EXISTING TOPOGRAPHY FROM SURVEY PERFORMED BY MAYO AND j ~ F, R. ALFRED TRACT / D.B. 592, PG. 586 ALFRED TRACT _ ~ ? _ ~ 592, PG. 586 I 10 ~ N 88'36'39'E 1907.45' ASSOCIATES, P.A.; DATED JANUARY 13, 2005. NO WETLANDS WERE DELINEATED. ~ D.B. 1024, PG. 588 r 1024, PG. 588 s - Ycr ( $C N BS'23'5S'E 1053.03' _ - ERISTING i8' RCP UTILITY NOTES i = - \ - 1 ~ ~ INV. 4.30' ~ ~ aULVERT /1 ~ ~ WATER QUALITY PDND /1 I i ~ I I PI I "-~-CORN L - ~ SURFACE ARfil 45,6(3 SF TBM "B" - ~ PERM. PODL ELEV.: 5.00 TOP 18" RCP I I ~--_ETHANOL.~D~GS 37T X 112' ~ ELEV. 5.94' 1. INSTALLATION, MATERIAL AND WORKMANSHIP OF ALL ~ I ~ ALL TRUCKS OUT__ _ _ - CULVERT.. p° - - I ~ ~ ~ ~ TRUCK SCALES IN/OUT 4 RCP Ili m UNDERGROUND PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODE. r ~ rs ~ I/ ~ I r ~ I o ~i I I o I ) Ild ~ ~ _ ~ 2. STORM WATER PIPING SHALL BE REINFORCED CONCRETE PIPE J~ { I 1 I ~ (RCP) UNLESS NOTED OTHERWISE ON THE DRAWING ~ 1 I~ I ( ~ L 1 / NIA I ~ gm I1~ A. RCP SHALL BE CLASS IV AND SHALL COMPLY WITH ASTM C-76. ~ ~ r ~ > NEw R I ~ 9 TRUCKS I I ~m NEW RAILROAD LOCATION PROVIDED BY ~ I ~ % - _ - ~ - - - - - _ _ _ - _ - -1- I I ~ JOINT CONNECTIONS SHALL BE TONGUE & GROOVE WITH A "0" RING RUBBER GASKET AS PER ASTM C-361. I I ~ ~ BENCH! i ~ f ~ BENCHMARKDESICN. UiU A l i ~ X~ I I I I ~ , ~ I B. RCP UNDER RAILROAD TRACKS SHALL BE CLASS V REINFORCED / r ~ r; 1 I I ~ ~ I WALL B CONFORMING TO ASTM C-76. CONNECTIONS SHALL BE TONGUE i l it 1 I '~~I~~ I~ ~ to-- - - r ~ ALL Tos i ~ 10 ~ II//~ o ; /_1 & GROOVE WITH A "0" RING RUBBER GASKET AS PER ASTM C-361. i ' z ++J~P.+~'2, i~ffiS~S~~a:aasesex as~asaaaaaaaaaaaaaaaaaaa ~ n$ 3. BACKFILLING i ~ ~ II r~i i ~ r A. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE PIPE i' I ~ I I S - r-- 10 - / w ~ _ t $o ~ I ~ II rn ~ ~ I"I;~a ~ , a - ~ I SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX (6) INCHES (EACH f I ~ I I i ~ I Iti ~ ~ I , w ~ i, I/ I I III ~ I lo,, ~ I ) / I I Impact 1 ~ LAYER SHALL BE THOROUGHLY COMPACTED), 95% SPD (100% TOP SIX ~ ~ I r I / r ~~r I w w I l i I I I 1 / I III (6) INCHES). ~ I I ' N~ I l o r ~ ~ ~I I I ~ / I La _ 1 ~ f B. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ;l ' I ~ ~ Y i~ ~ ~o - I i i I I W wl ~ ~ I ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE 1, ~ ~ I z z II I ,~.,ae o, W P 1 ' OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO o r ~ I " I ~w ^ I SS I 1 = w J p Q 0 I i TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE w o 1/ d~ I' I, z z ' l l i l - I I 61,6 ACRES ~ I, 1 I J P U U ~ - ,I ~ I I ~ ~ TAMPING BLOWS OR PROOF ROLLING. PCS PHOSPHATE COMPANY INC. ~ r ~ ,w J j I FISCHER-THOMPSON TRACT ~ / I I, I- I I ~ ~ v 6~ Q d i~ C. MATERIAL DEEMED BY THE ON SITE GEOTECHNICAL ENGINEER AS D.B. 632, PG 1J0 ~ ~ I ; h ~ I Y FIRST TRACT ~ ~ ~ ~ I I I ~ / ~ ~ - _ _ p / P _ - ALL_TRUC OUT - _ I F UNSUITABLE FOR BACKFILL PURPOSES SHOULD BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL. D.B. 1024, PG. 588 h / / 2 ~ I ii r I, E RAID ~ ~ ~ 1 ? / QP D. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE r / I IJ I T1 u4 ~ 7~ N I J, 14", i C L~ERT ~'3 i IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. 1 I i' I I ~ to carom ~ 1 'iRCP I X ~'S~ I n i I E. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF .,M„ I ~ I /1 ~ / MECHANICAL COMPACTION METHODS. EACH LAYER OF BACKFILL SHALL r II I I i a I - ~ ~,a BE PLACED LOOSE AND THOROUGHLY COMPACTED IN PLACE. F. BEDDING SHALL BE TYPE II - GRANULAR MATERIAL EMBEDMENT: J ~ f I ~ I I s°~~ ~ ~ ~ / ~ ~ ~ THE TRENCH BOTTOM SHALL BE UNDERCUT A MINIMUM OF SIX (6) r I I if ~ I ~c I ~ i I I / ~r ~ I o I I ~ INCHES BELOW THE PIPE BARREL GRADE AND FILLED WITH AN r ~ T I Iz / i I 1 ~I I I ~ S/ _ _ I J,' l 54000000 CPY ETH ~ ~ a , ) ~ 1 APPROVED STONE. VERTICAL HEIGHT OF THE STONE SHOULD BE SUCH ~ I I~ ~ ~ 1 III Iw 3-1500 HP GAS fIREO ~ i l I BOILERS ~ ! ' I a ~ 1 THAT THE PIPE WILL BE COMPLETELY AND UNIFORMLY BEDDED TO ONE- g I I ~ I I I+ I i u _ :~_N?_ ~ ~ ~ / A ~ ~ . THIRD THE OUTSIDE DIAMETER OF THE PIPE BELL FOR THE PIPE'S ENTIRE LENGTH AND FOR THE ENTIRE WIDTH OF THE DITCH. r ' J I~~ - 1 I MATCH LINE SEE I I - - - s _ _ _ ~ , i i, MATCH LINE SEE DWG 8904_ C 003 - u _ _ _ - _ _ - _ _ - _ _ - LINE SEE DWG 8904 C 002 - DEPENDING UPON SOIL AND GROUNDWATER CONDITIONS, GREATER - ' -I - ~ ~ DEPTHS (UNDERCUT) MAY BE REQUIRED TO CREATE A STABLE - I MATCH LINE -SEE ~ IX / , rl -SEE DWG 8904-C-004 I ~ ~ S 88~ 243.7<' LINE i a ~ ~ ~ I 1 CONDITION. SOIL IS THEN BACKFILLED BY HAND AROUND THE PIPE i ~ ~ I I ~ i / 1, 0 / w 7920 S 88 1~~ - 30' EASE. . / X 91.27 AND COMPLETELY UNDER THE PIPE HAUNCHES IN UNIFORM LAYERS NOT I I 1 I I r I ~s2- - - ' ~ / i (TOTAL) ~:'~"r . Li I S" EXCEEDING SIX (6) INCHES IN DEPTH TO AN ELEVATION ONE (1) FOOT ABOVE THE TOP OF THE PIPE BELL. ~ Si kl i WQP 2 3 STORAGE SILOS I , , ~ ~ ' ~ ~ ~ ~ ~ ~ ~ 850,000 BUSHELS EACH I ~ ~ ~ / / i : ~ f _J i j I i 56,1 ACRES I ~ ~ I ~ I ~ 1 I / 'Ii 1 ! ~ I / . / I Ln ' - ! ~ - i - _ - ~ -_DDCS I ~ ° / / ~ ` ~ , / I GRADING NOTES / I a S l T 1 1. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT i _ 10 1 ~ ~ ~ TB 'o I ~ I ; I I i ~ rBM 'c' III / 9 FINISH GRADES, EXCEPT WHERE NOTED. FINISHED GRADE SHALL BE i , a I _ TO r rE TOP OF FLANGE ON WELL ~ ~ ~ ' ~ / I - ~ TEE 61.D. STEEL WELL CASING O O X AS SPECIFIED BY THE CONTOURS PLUS OR MINUS 0.10 FOOR EXCEPT i ~ i ~ I _ ~1 ~ .9.91 WW I I ~ / r~~~,,, - ~ rc I 1 ~ i WHERE A LOCAL CHANGE IN ELEVATION IS REQUIRED TO MATCH i ~ I I 1 / N { C.~ I C.~ I I / SIDEWALKS CURBS, MANHOLES AND CATCH BASINS, OR TO INSURE i ~ f I i I ~il~ ~ ~ 41~ PROPER DRAINAGE. ALLOWANCE FOR TOPSOIL AND GRASS COVER, AND SUBBASE AND PAVEMENT THICKNESS SHALL BE MADE SO THAT THE I ' ~ I 11 I I 11 D D ~ I / O I i C 0 z I ~ X <v I I I ~ ~ I I / Q~ ~ K ~ SPECIFIED THICKNESS OF TOPSOIL CAN BE APPLIED TO ATTAIN r SC I I I ~ I I w ~ ~ I I I 0 w ~ , I I ti, ~ ~ I F 0~ ` I I , cn I cn 170 0 0 1 o~ FINISHED GRADE. I I I i Iz I= ~ I ti I I ~ I / h 2. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND i n ~ to IN r ~ ~ Iro I to ~ o~ 0 ~ ~ I ~ / B„ °0 I~ ' I I ~ ~ I I ao a.r ~ --J ~0 X i MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO BREAKING i o TS I ~ I I a ~ w ~ I I e~° / 4 a I ~ / I Z Z GROUND. 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER i ~ I I~ i ~ f i IJ I , X I III X JIJ y ` lt'R I I i~ ~ ~ - ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND i a~II Is ! ~ I ~ I I p I v I ~ . ` i ~ ~ CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR i pi T I i. I I ~'~U 1 1 ~ ~ ~ w/ ~ / X n I _ C i / 9 TO PROCEEDING. r 3I I I I 1 I I I " ~ ~ ~ ~ I I - i~ ~ o 1 - ~ I ~I ---I ,i / rn 4. FINISH GRADING SURFACES SHALL BE SMOOTH, COMPACTED AND I I I ~ I si / ~ FREE OF IRREGULARITIES. THE DEGREE OF FINISH SHALL BE THAT NORMALLY OBTAINABLE WITH A BLADE-GRADER. r o If I I 1 " ~ n+ _ I I ~ I I I LVERT 1 ~ ~ ~ I ~ QL1A PQND ~'2 ~ ~ ~ % / ~ $ I i R CE EA: 43,095 SFi i i ~ ~ A I 41' RCP ~ ~ ~ 5. THE CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT ~ a II r W I f l O. I I I~ I ~ ~ F I 1 I ~ h I WQP 3 l o ~ RUNOFF WILL DRAIN BY GRAVITY FLOW AWAY FROM BUILDINGS AND r p . a II I r * I W I I I I I i~ I k I I 44,3 ACRES ~ ACROSS NEW PAVEMENT AND/OR LANDSCAPE AREAS TO NEW OR I ~ ~ N ~ 1 I i a. ~ „ I I I ~ - ~ EXISTING STORM DRAIN INLETS, DRAINAGE SWALES, OR OVERLAND I ~ ~ a I I Zr ~ I I I a' i ~ TOTAL A I 1 ~Y i I I I I I aex~c 161.865 A SHEET FLOW. i5 i I i ~ ~ Z i 1 I I I ~ FE~ ® NCGS "BEA 63° I N~ 8.63'NAVD 88 I r I ~ i I 11 I ~ II ~ ~ I 111 ~ x 2~K~ II 1 I ~ I I I / ~ /k I NEW RAILROAD LOCATION PROVIDED BY I BENCHMARK DESIGN. I I ~ ' I NEW RNLRDAD LOG.TION PROVIDED BY I y M ! - I I ~ , I + BENCHMARK DESIGN, I b I I I I I b -9-`'L / ~ 8 I i ®I I i ..I ST / 1 ~I I I ELECTRICAL k ( TRANSMITTER .r I ~ ~ I I~ 1 ~i I ? ~5 W I ~TN~F I 11 1 I / 11 UNE RI ` 9~,. I I I ~ al ~ I I it I I PO.2 SION ' .t' II ~ / " e• 614, ~S I ~ ~ ~ D. PNS~ ' ~ MAT E~INE - SEE. ~DW~~8904-C-005 I ~R ~ ~ LEGEND ~~I ~ i - I I- MATCH LINE SEE DWG 8904+ 00 a - 1 - I - I [ 89041 '-004 N~RGV _ 'k I MATCH LINE SEE DWG 8904, -00 - - -A,.~~k-- -4~--- - .SNOW"TD BONE i - ~ PRO - k ' - 4-~~'~aazaz2' 8904, 006 M~,TC~ LINE SEE DWG 890 PCS PHOSPHATE COMPANY INC. FISCHER-THOMPSON TRACT ~ ~ ~ I' I II ' , g. ~ I II ~ ' k -a'I. 10 EXISTING GRADES D.B. 832, PG. 130 I I FRST TRACT I I I I ~ / ,.ti I 1 ill C ~ D.B. 1024, PG. 58B I I I I I ~ -S'' pit E RIW NCGS "SNOW" 1966 I I I I ~ TA ~ 1,1N ` N~ 573085.173 10 NEW GRADES I 'K" ~ h y I ~ ` y i ~ ~ . -1 ' / 250KV 5~ SMISSION ~ ®E~ 2658814.427 1 I I ~ (RPN c cuc i /a 11 it I r I 11 ' _ 10 I / 4-- k.. 1;RG~ G• 146 ~8 J I I r ~ f ~ S EN 801, P 9+8 ---f-+-~---- RAILWAY i p~..10 I to ~ ~ 10 I to ~ ~t-.~'' PROGRES D•B.,p1~ PG. 'o ~ ` ~ PP~Y DB i + CULVERTS ~ I ~ypw':'a`" i I T s HEAD WALL O O O O I~ o~ ~ SSIGN ~1N I I I I ,4'' U~U FLOW ~ ~ ~ 3 s ~ENSI •~RpNSM~ ~ ~I I li I - -t~ 'Y I I I vo26, sj 5E ERGY I I ~ ~ 00 ~ ~ FlREgS EN . -R O O /I w~ E~CE E<sy ~RpGR ~nc1c, j ~ w. ~ z SxK~,~,c C aA O IOC -.t V 00100 i ,1- ,o- -i V C~MpFN I 'CULVERT f9 - D ~~~~1P C~ C + ' ERN ~e S 'S ~ ,1- 4' pRf~~K pF ~K S~~'(H gp1, Pa, a - 0 ~ NpRFO ag. I Ii IW W W (n cn I I I WIW A?n 971 18971 9/1/05 L 8.~ / PY CaMP z z C 108904 1100 REVISED F01 J J REVISED FOR PERMITTING PER NCDENR COMMENTS CMS / 2•~~ } ''k USNERN9G Lei AIM 7u 189n 8-10-05 N' fQ~( S D.B ggg =I= B 108904 1100 REVISED FOI REVISED FOR PERMITTING PER NCDENR COMMENTS CMS as Off, / 189n 971 189n 167n 7-26-05 A 108904 1100 FOR PERMIT y FOR PERMITTING CMS ZONES CLIENT Al WATER QUALITY PONDS DRAINAGE ~~Ev PERIG6 N Mlsc PROD # DETAIL # PROD R # DESCRIPTION DRAWN CHECKED JAPPROVED APPROVED APPROVED APPCLIENT OJ ROVAL DATE NG~?T~ TG? INS' ' ALL OWNER SAFETY GUIDELINES, AS n GUIDELINES, AS WELL AS MANUFACTURER SPECIFICATIONS, ALL APPLICABLE SAFETY CODES, REGULATIONS, AND STANDARDS, INCLUDING, BUT NOT Ll. (DING, BUT NOT LIMITED TO, NFPA AND OSHA, MUST BE FOLLOWED AS MINIMUM SAFETY PRECAUTIONS DURING CONSTRUCTION ,%Aftkl CHARLOTTE 931 Industrial Drive, Matthews, NC 28105 (704) 246-2000 PERif"'Aml www.perigoneng.com CLIENT ;I ETHANOL PRODUCTS, PLC LOCATION AURORA,l FORA, NC 7-5-05 TITLE 0 150 300 450 DRAWN BY CMS mmili CHECKED BY S. ?TlaioAamo, ,m,m 7-26-05 AURORA PLANT SITE SCALE: 1 150' APPROVED BY 971, 2atRa,m, in 7-26-05 OVERALL PLOT PLAN APPROVED BY 0 7-26-05 FILENAME: 8904-C-001 SCALE: AS NOTED DRAWING NUMBER REV APPROVED BY Z. 7natm. CLIENT APPVL AutOCAI7 R 14 PLOT FACTOR: 1 8904-C-001 C