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HomeMy WebLinkAbout20071098 Ver 1_Site Plan_20070727 2 0' E,~ V ESE T~ CALL NORTH CAROLINA ONE-CALL CENTER, INC. BEFORE DIGGG~NG:1-800-632-4949 ~ / ~ TREE PR AF / O ~ TI ONE A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST USING AN AVAILABLE - - / / / / I MAR ONE-CALL NOTIFICATION SYSTEM TO DETERMINE LOCATIONS OF UNDERGROUND FACILITIES; OR WITHOUT HEEDING LOCATION INFORMATION OF MARKINGS AND SUBSEQUENTLY DAMAGES A PIPELINE FACILITY SHALL BE SUBJECT' TO A FINE, IMPRISONMENT, OR BOTH. THE LAW ALSO STATES 1 ~ / THA ~_3~~ - THAT OSHA MAY 8E NOTIFIED OF ANY ACCIDENT CAUSED 8Y AN EXCAVATOR. ARCADIA ~ ~ / / _ ~ ` ` ~ / CONSULTING ENGINEERS, PLLC 302 JEFFERSON STREET I SRI ~ SUITE 200 ~ ~ ~Z ~ i ~ T - RALEIGH, NC 27605 ~ o O J \ TEL 918 832-7717 FAX 919 832-7782 / / \ \ \ \ ~ 6 ~ ~ ~ o z ~ i i i ~ . . 4 ? f f } i ~ ~ ~ ~ _y~ ? J+4 ? f 4 ? L nL. h i L ?TS{ ~J i V•V ? f'? ~o v ~ , ~ ~ ~ / / ~ ~ ~ I) q - ~ ~T~ . ? ? ? r ? _ _ _ Q LEVEL SPREADER SECTION ~ ~ ~ • ~ ~ / ~ I I ~t LEVEL SPREADER LIP 'vo~~ 2 ~ J 4`? i`f ~i o ~ ~ ~ 2 :ii:. m ~,~a . . f7 ~ ~ I I '~~~,~~~ti•~?~ ~ FLOW PATH ~ ~ ~ ~ ERGENCY RGENCY SPI LWAY ~ ~ \ 1 1 if f i i F 4 t A ~ / ~ EIR ELEV R ELEV=27 \ \ I R LENGTH= 0' -~J ~ ~ I I :Ma ' N 7 STONE ~~Y 4 f _ I ~ I~ \ OOIY ARN E YEAR ELE 271.79' I, \ ~ I 1 8' SOLID FILL s; - - - - - - - A 3' W TRIP I t t~~~t~a is - - - - - - - - m OF FILTER FABRIC ~ ~ / Q100=38.38 I/ \ V100=2.99 ~ / ~ l~, / ' \ TEMPORARY ~=38.38 =2.99 F /SEC v \ ~x.r: - - - 3 I) FILL I I > .t NORTH AMERICAN GREEN SC15 ~ I\ ? f + f + l ~ EQUIVALE P~RARY MATTING OR I ` ~ \ ~ 1 [VALE T UNTIL PERMANENT % \ I ~ 1 t a ? a s ~ / ~ ~ 1 ~I GRASS C? SS C? ER IS ESTABLISHED ` ~ ' r ? t ~l ~ Q- ~ ~ I 1 4' PERFORATED UNDERDRAIN ? ? ~ ? ? ~ a ~ a _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I rjR{ r ? ? r v 1 I I *~~,•,~,•*~i*~ UNDERDRAINT Q ' / ~ O J ~o ~s~ I I '~x.~ , . Z 1 / M.. ? ? i i•i ? f } J 1 I 0 #57 STONE 1 I \ I FILTER FABR 2 4 ~ ~ „ STONE ?N R FABRIC Q Z °C ~ ~ , LEVEL SPREADER CALCULATIONS 0 U J ~ ~ o 1 ~ ` ~ \ A DRAINAGE ARE \ C 0.50 AREA= 1.0 AC "B" DRAINAGE AREA= 1.8 AC "C" DRAINAGE AREA= 0.31 AC "D" DRAINAGE AREA= 0.28 AC ~ Z F- s C= 0.50 C= 0.50 C= 0.50 Ac cl) (j) O ~ ~ I ~ P ~ \ 110= 7.22 IN/HR HR 110= 7.22 IN/HR 110= 7.22 IN/HR 110= 7.22 IN/HR Q P~\~ ~ ~ ~ ~ Q10= 3.6 CFS ~ cf) > W Z z Q10= 6.50 CFS Q10= 1.12 CFS Q10= 1.01 CFS = Z ~ I ' ~ ~ L= 86' L= 7~' L= 66' ~I 1 ~ ~ ' x ~ ~ ~ ~ GROUND COVER G ~ ~ \ R GROUND COVER GROUND COVER GROUND COVER Q ~ O \`i , , G 'A ZONE 1: GRASS .S ZONE 1: GRASS ZONE 1: GRASS ZONE 1: GRASS , ~ ~ ZONE 2: GRASS ~S ZONE 2: GRASS ZONE 2: GRASS ZONE 2: GRASS ~ ~ \2, S,, FOREBAY SIZE: 3.5 3.5'x3.5' FOREBAY SIZE: 3.75'x3.75' FOREBAY SIZE: 2'x2' FOREBAY SIZE: 1.75'x1.75' W m z ~ ~ ~ C~ UJ D ~ ~ r SCHEMATIC OF A FOREBAY FOR USE WITH LEVEL SPREADER J CL' 0 ~ ~ ~ ~ 1 / ~ ~ \ ~ I ` ~ ~ / ~BN.dEL Y ~ w Lu / ~ //1 / 15" FES W VELOCITY DI SIPATOR_ J I Lu N o ~ INV= 268.4 \ ~ ~ ~I 1 TO LEVEL SPREADER ~ S= 0.9~ % ~ Q10= 14.0 CFS 1 ~ ~ \ W V10= 11.71 F/S / ~ W~ 4. OC ~ W a L= 8' d50= 6" 1 ~ ~ 1' ~ USE 22" DEPTH CLASS 3' U>e cl cr "B" RIP RAP W/ MIRAFI I ~ ~ ~ I ~ ~ 140NC UNDER-LINING OR APPROVED EQUAL ~ ~ i 1 2 2 ~ \ 1 Z I W w z 3: o \ I ~ \ ~ ~ \ o 0+00 1 +00 2+00 2+34 ~ ~ ~ / ~ ~ ~ ~ 1 zsa I ~ ~ SCALE: HOR.1"=50' d- 280 x J 0 LL z ~ ~ / =50' i Q .._5. ~ Cl) 1 m O O ~ Q ~ cra i / O ~ jrl ~ T P A = 7 •0 ~ II w i , I x i / 1~ ~ ~ w I_ E 1 E D L z lid 1 \ \ ~ i c~ ~`,1 ~ ~ ~ a a ~ ~ N ~'I N 11 ~ ~ - ~ NE 15" r, ~ ~ N N H DOTASTD. ~`fl I DRAWN BY CHECKED BY ~ N i V= 268.70 ' ~ 111 BGDI TDS ~ O +o c1~, DATE 3-16-07 ~ 1 ~ 3 O c°'o TEMPORARY 4x4 DROP 1 ~~1 ~ ~ N INLET f21SE 111 REVISIONS ~ W/ SKIi4MER >_70 5;, R 270 1 7-18-07 TAP= 271.7 1 I 1 INV= '68.7 ~ d- ~ i i ~ ~ i ~ - 00 00 cD cD i +27,3 1 qr z i t w,' , ~ r , , '1 ~ \ 2 ~ ~ ~ ~ 3"~~ I~ ~ ` ~Z00~ SHEET TITLE 1 +z~3 ~ ~ ~ - _ \ \ +2 2 1 ~ ~ - - - RISER BASIN #6 ND 07-109' PLAN AND N E~ 1 ~ 260 ?60 260 PROFILE 0+00 1 +00 2+00 2+34 eCAR~~ ~ ~ - p Q~~D~ESSIp••j~q Z yy SKIMMER ORFICE DESIGN i~A SHEET NUMBER 0 15 30 60 30 120 ranee cir ~ ci~ir.i~ nr Tur rn~ironi 1 E IS STABILIZED, REMOVE TEMPORARY ° 25 5o ioo zou ORFICE FOR THE FAIRCLOTH SKIMMER NOTE: AFTER SITE IS 12,000 CF STORAGE FOR 1 DAY DRAW DROP INLET AN :T AND SKIMMER AND INSTALL 15" C3.2 SCALE:1 "=3 PERMANENT 1"=30' DOWN USE 1 1/2" ORFICE PLATE. HE IT HEADWALL On% Do$ SCALq: I =50' -~7 4 of 12 i / _ - / ~ EMS NT ~ ~ _ - , - CALL NORTH CAROLINA ONE-CALL CENTER, INC. 6EF~RE GIGGING: 1-500-632-4949 - f- A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST USING AN AVAILABLE ~ , ~ ONE-CALL NOTIFICATION SYSTEM TO DETERMINE LOCATIONS OF UNDERGROUND FACILITIES; OR WITHOUT HEEDING LOCATION INFORMATION OF J MARKINGS AND SUBSEQUENTLY DAMAGES A PIPELINE FACILITY SHALL BE SUBJECT TO A FINE, IMPRISONMENT, OR BOTH. THE LAW ALSO STATES THAT OSHA MAY BE NOTIFIED OF ANY ACCIDENT CAUSED BY AN EXCAVATOR. ARCADIA ' i ~ J g CONSULTING ENGINEERS, PLLC 302 JEFFERSON STREET I~ ~ SUITE 200 , PC~G / ~ RALEIGH, NC 27805 i TEL 918 832-7717 \ ~ / FAX 818 832-7782 I ~ ~ ~ ~ i ~ -o / ~ ~ *PHASE II GRADING , NO WORK IN THE AREA OF THE EXISTING 48" RCP BETWEEN STRUCTURES #7 TO ~8 WITHIN THE BUFFER SHALL TAKE PLACE UNTIL THE REQUIRED ENVIRONMENTAL PERMITS HAVE BEEN r ~1~~, ~srR~,~~ OBTAINED FROM NCDENR AND CORPS OF ENGINEERS. W N q~ ~ CONTRACTOR SHALL INSTALL SILT FENCE BETWEEN SEDIMENT BASIN #4 AND #5 AND BETWEEN SEDIMENT BASINS #7 AND #8 ALONG THE TOP OF THE DAM AS SHOWN. ~ Eh~EPJ ' , \ ~S CONTRACTOR SHALL MAINTAIN THE SILT FENCE ALONG THE TOP OF THE DAM AND ~ IMMEDIATELY REPAIR ANY DAMAGED SILT FENCE BEFORE ANY EROSION INTO THE STREAM CAN OCCUR. PR ATE STORMW TER ASEME T ' i 1 ~ 1 ONCE THE APPROPRIATE ENVIRONMENTAL PERMITS ARE 08TAINED, PHASE II GRADING LEVE SPREA ER 'A' I ~ ~ L VEL SPRE DE "B' I OPERATIONS MAY BEGIN AND ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THOSE PERMITS. L=4 ' L* 86' 20' T MPORAR ~ 20' T MPORARY ~ 1 C? TR CTION / C? EASEMENT 0 1 EAS~~H NNE WETLANDS Q Z / ~ I ~ A J ~ p~ ~ ~ ~ ~ AIN i ~ Ug~L~Cl ~?R--- a Z °C I__- O ~ U ~ ~ 2 ~ - ~ C!) O °C cf) 0 o~ / ~ W Z Z / ~ = Z US p~1~ O ~ O ~1 ~ B A I I~ ~ ~ m Q >m LLJ (0) Z UJ D C;11~1T~M~ ~ z~< / , T , I - ~J7 J ~ U 05 ~ ~ BALI 4 ~ ~ ~ o~ \ Y ~ W Y X 7 Q1 SILT F ~ ~ ~ STORM CROSSING W a a -T FENCE U ' I W Cq O 3 _ - - 1 1 w _ ~ 1- o+oo ~+oo t+zz - - - a-~. - ~ ~ ~ `mil 320.00 320.00 U~ w a - a _ . ~sr~~ n ~ cc w Cl) II I =.--w _ LWLJ z 3 L - - _ _ ~~_1 r ~ m o 3: 0 X ~ 20'~~ / ?lii /B ASS ~ , # c. ~ J 0 ,~P~' ~ ~ ~ 310.00 310.00 z ~ ~ I , p cRE~E ~ ~ TOM m ~A RONI ~ BAST ~ ~ 1 (~1 w z Ij ~ ~~0= POR Y ( ~ J N N W 2 4% I` 20' TEMPORARY n a z / / n II ~ C/ E SE~f~1ENT~~ ~ ~ O' / ~ ~ - ~ O%/ ~ ~ I I ~ j C N TRUC I?IIIVVV~~~ M IM a --I _J 1 E S MENT a ~ P iVATE STOR ATER\ ~ Z / ~ I i E SEMEN I \ 300.00 300.00 DRAWN BY CHECKED BY 0+00 1+00 1+22 DGD TDS 1 DATE 3-16-07 / I~ I VEL PREAD R ~ ~ ~ I ~ ~ NOTE: EXISTING RCP TO BE REINSTALLED AT NEW SLOPE L=73' ~ ~ ~ ~ ~ ~I VEL P DER " REVISIONS ~ ~ ~ ~ 1 7-18-07 / I L-6 USE: , / II II I I m r ~ I CO ~'E ~ o~- ~E ~ ~A ION \ PRIV TE STOR yJA ER \ \ \ ry ~lI,~I ~ ~ \ EASEM \ ~ \ J ~ ~ ~ \ ~ I ~ \ \ ~ I \ SHEET TITLE ~ ~ ~ ~ R d I ~ , ~~i ~ 1 \ \ \ PHASED i ~ W ~ \ ~ GRADING ~ ~ ` \ l ~ CARp~ AREA i i i ~ ~ ~ ~ SCALE. HOF,. 1 50 ~Q ~~FESSIp~.~~Lq VER~T.1 -5 ~ li i i i, i SHEET NUMBER r5 3 so [4479 0 25 50 100 200 F` ;e,N~I N~~~.* Q ti~ON ..S.~~~ ~ 1 1 Do C3.3 t SCALE: 1 "=30' . as-<v7 • t SCALE: 1 "--501 5 of 12