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Home My WebLink About001 C101.pdf_T� 7 4- 0 U-) co HERITAGE WALKING TRAIL BASE tLEVATICIN LINES ARE X -nQN-"FRqM X AP TE 6o6A IRM W �� ;_ -i- / . . ..... 4- N0 51 -FLOODWA�AREAS -4- C'� IN ZONE Atl,, 0 0 ul _7 <P _1Q J� -_4 7�- _7L W _7L 4-1 a) 411 _)k -i- _7L _7� SITE -j- 0 30 69 910 r _7� GRAPHIC SCALE Y_ 1 30' 7- QA� Y_ 4 Y_ 0 SECURITY ST. c: 00 CD- CD Ilea .10 0 z E AREAS INEP 0 E )U-TSIbE 0. X CD 5 Cli -BE c 0 U) rn c ANN4AL "NCE PLAIN z LU cr) Fif gill Uj -/_ 7� ZONE AE BASE FLOOD -7C _7DETERMINP ELEVATIONS VICINITY MAP - NOT TO SCALE 4mmJ 0 _7L ...... ui > co ,I _7( -7k STOP - CAUTIONY! Uj V) BEFORE YOU DIG CALL 811 co Y_ -800-632-4949 SILT 'VEZNCE. INSTALL OR 1 T 0 0) 0 _7� ... .. ... ... TY TYP.) 0) f I E OF FILL SLOPES'.- AT LEAST 48 HOURS PRIOR ROM F 0) 04 v .. ..... ... - P.) < cy) cy) SILT TO CONSTRUCTION ,S CREDIT 1 SITE SELECTION: ALL *s-A On"all Center 0 EO of OUTLET (TYP.) N&4 Cmd* U� -UP N, I AREAS SHALL MAINTAIN A MIN. 50 BUILT _7L T ENT SURFACE WATERS. cc� BUFFER FROM ALL PERENNIAL AND CL ITERMITE _7� Ole 0 CA 7�- y CC A UL;AS PROJECT h;iliil" 710 BOUNDARY 02 _IU IK36 ACRE ... .. 4) Wr� -i- _7L _7� c 3 c Q TS NU FU L S ABILIZE D' D GROU d INSTAI.I_ U �TEMPORARY CAT H BASI�l LL, ISC ARGE A AT OUTFA OF ALL THE, SKIMME EmSt ,W1, TH ]INSTA&L IN, OR EXTEND U ON INSI LAT16 SUC 0 ET Lti)_ OUTFALL SHA S SEDIMENT BASIN T STABLE "GROUND;, HAROLD J. MARVIN, P.E. INSTALLED N 14, 5 3TABILIZATION ,D- DIS",BED 'LIMITS F CCAS-i- TO PLANNED, �S, 6 OUT 9T is S AD LEVEL AND CONSULTING ENGINEER I _RS LOCATION BASI T1 3.183 C OW DI 4kGE FROM SKIMMER 0 SHI DIRECTED TO 'SABILIZED C NCE 4124 WANDERING LN. N.E. THROUGH GROUND AND 01" STON5',OLITLET TS S1 4ILT- FENCE STONE OUTLEI., TS HICKORY, NC 28601 '828) sTABiLIZA ThON PHONE 0-3367 ss c 4 z t C3 IV F. E. 867'"GO FES-4 ss LLj ss- Li EM LINE R ED L WAT R S U c-n FU N LLJ L) TS z 7�- Uj CL V W INSTALL,,.2' THICK, MIN. STORE BAS 'ND 0 10' EITHER SIDE OF NGAS LI�ES TOVIDGE-?�� TR A ch. �QONS UCTION� TR' FFI C (TYF c S F 0 XFMR V) A�f DISC OR TLET S X THE,, N D, > LLJ OU, 301 -30LL 301 301 rpLL 33i J STA31 Al A 18 3nd--' .. ......... . R JD ED.-- NN1.1 I.Z -W7 _W` . .... ..... . TO Tn ... .. ...... .. kIE- F! PUE4-L- PUE E' I PUE- PI E PU6�- PUE rUL PUE-7 U E- 0, ca 0 rC*lr ICE7- TCE� _I1cr)"FUT RE-SER I 0 AD, -------- I E7- 90 TCE� TCE � -0 -L �_ - E TCE -TCE --- REP) TCE- TCE- TCE- T E �TCE c A� TCE TCE tE- Tci� TQE� PROP. FUTURE DRIVE G > UGE�- UqE� _Um- -L*E- -L*E- q, Od Od Cd 4 . ..... Od R H BYL ccNUNN"" f ON TCHE-S` OR,, :or CC DIVERS1 !S, DI ANNgL�,;SHLL BE H BENPS-1W'TEMPOR RY AN-6 PERMANENT ALL NAG S150 T-EMPORA Y ERO, Revie FFde TEMPORARY,,CLEAN 0 WITH 1 5 ET 60�TR91L INSTAtfE ADW& 14 BLANK (xmphance - WHR cc WATER DIVERSION PRIOR TO PERMANENT F LL -9- CHANNEL LINING BEING INSTA __F EB 2013 CL > ..... ..... 0 Catawba County ....... MAINTENANCE PLAN NOTES— LEED NOTES DEVELOPER /OWNER:. TION AT LEAST ONCE A WEEK AND C > 00 LEED SS PREREQUISITE 1: CONSTRUCTION ACTIVITY POLLUTION 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERA FOR EROSION AND SEDIMENT CONTROL PLAN PREVEN11ON - FOR THE PROJECT TO ACHIEVE LEED CERTIFICATION WI ATER THAN A HALF INCH (DURING A 24-HOUR PERIOD). CONTRACTOR MUST TAKE LAN SPECIFIC 07 116m NEWTON, NC 28658 cc CE NOTES SEE SHEE COMPLISH THE FOLLOWING OBJECTIVES FOR THE M Go IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE. PHONE: 828-465-8261 CCAS PROJECT SITE AND ANY OFFSITE BORROW OR WASTE SITES: C4 FAX: 828-464-5216 -.S YOuR SITE AND EVALUATE THE EFFECT ON NEARBY 2. CONTRACTOR MUST INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEA\.1 STREAMS OR WETLAND TIIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE OR INTO A STREAM OR WETLAND, OR ci S. CORRE*C A. PREVENT LOSS OF SOIL DURING CONSTRUCTION BY STORMWATER NSIBLE FOR MAINJENA LE, RUNOFF AND/OR WIND EROSION, INCLUDING PROTECTING TOPSOIL 13Y CAUSES A VISIBLE INCREASE IN TURBIDITY (CLOUDINESS) OF ANY WATERBODY. I HE R 17 9 Y A C K M 0 W L E rl n 144 T T 14 F IS r P t. A N 5 A& ftk TEMPORAY SKIMMER SEDIMENT BASIN STOCKPILING FOR REUSE ARE B. SHALL PREVENT SEDIMENTATION OF STORM SEWERS OR RECEIVING 3. RECORDS MUST BE KEPT OF INSPECTIO TIVE ACTIONS TAKEN. 4) 0 NEWTON, NC 28658 STREAMS -465-8261 BASIN # 1: MIN. STORAGE CAPACITY 1800 CUBIC FEET ACRE PHONE: 828 BED AREA I SF REQUIRED VOLUME C. SHALL PREVENT POLLUTION OF THE AIR WITH DUST AND 4. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 1.5 FEET OF SEDIMENT DEPTH. GRAVEL WILL BE C'' '' tv c 0 DISTU DRAINING TO BASIN= 2.75 AC REQUIRED SURFACE AREA 2165 PART11CULATE MATTER ED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. OF 1",N 0 FAX: 828-464-5216 191901k cn 4950 CF Q10 it- 6.66CFS SKIMMER PIPE DIA.=2.0 SKIMMER ORIFICE DIA.=1.35 D. MINIMIZE SITE DISTURBANCE DURING CONSTRUCTION AND CARY OUT CONTACT: MR. BARRY EDWARDS, P.E. WSJ AVG. j_5N%GjTH = 100' AVG. WIDTH = 30' DESIGN DEPTH = 2.5% 1.5' EXCAVATED BELOW GRADE tf SITE RESTORATION EFFORTS TO PREVENT EROSION AND 5. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN(S) AND GRAVEL INLET PROTECTION DEV10ES WHEN STAGE CAPACITY HAS BEEN SIGNA"rutit 40 LONGER DRAINS PROPERLY, 0 SEDIMENTATION APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL SURVEY NOTE�§E WEIR LNGTH 5' MIN. MAX SEDIMENT DEPTH = 1.5' BERM SLOPE = 2:1 FREE BOARD 1.0' MIN. 00-op 'Top cF BERM 5' 857.5' REQUIRES 3 BAFFLES THE CONTRACTOR SHALL FOLLOW THE E&SC PLAN APPROVED BY 6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT 1) THIS IS A TOPOGRAPHICAL SURVEY kN6'NOT ALL BOANDARY LINES WERE SURVEYED. LINES NOT SURVEYED HAVE NCDENR DIVISION OF LAND RESOURCES AND SHALL ADJUST AND FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. AND HAVE NOT BEEN VERIF4.'D By FIELD LOCATION. cc 2) ALL ELEVATIONS SHOWN ARE BASED ON NAD 83 DA-fJM. V61111111111111 0 0 GENER.AL SEQUENCE SCHEDULE OF CONSTRUCTION MAINTAIN MEASURES AS NECESSARY THROUGHOUT THE DURATION OF 7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE 3* ALL BEARINGS SHOWN ARE BASED ON N.C.G.S. NAD 83 DATUM (VIA GPS OBSERVATION). Ammmd 0 THE PROJECT. tv PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETAInVE COVER. 4) ALL DISTANCES ARE HORIZONTAL MEASUREMENTZ UNLESS OTHERWISE NOTED. Irmo CONSTRUCTION ACTIVITY SCHEDULE CONSIDERATION 5) THIS PLAT IS NOT FOR RECORDATION AS PER G.S. 4:7-30 AS AMENDED. Af 4L FIRST LAND -DISTURBING ACIVITY--STABIUZE BARE AREAS IMMEDIATELY THE CONTRACTOR SHALL FOLLOW THE NPDES STORMWATER DISCHARGE E THER BMP'S SHALL BE MAINTAINED AND 6) ALL CORNERS MONUMENTED AS SHOWN. %a*# LLJ CONSTRUCTION ENTRANCE, ORARY VEGETA11ON AS CONSTRUCTION TAKES PLACE. PERMIT FOR CONSTRUCTION ACTIM11ES ISSUED BY NORTH CAROLINA 8. ALL TEMPORARY DIVERSIONS, BER S,, gLf�-EaD PROTECTION, AND 0 7) UNDERGROUND UTILITIES WERE LOCATED PER LOCA11ON MARKINGS ON SITE BY OTHERS. THE SURVEY COMPANY, IPMENT PARKING AREAS. WITH GRAVEL AND TEMP ADHERENCE TO THE APPROVED E&SC RESHAPED WHEN REQUIRED AS END OF EACH DAY THAT DEVICES ARE DAMAGED BY INCORPORATED IS RESPONSIBLE ONLY FOR THE LOCATION OF ABOVE GROUND MARKINGS AND NOT THE ACTUAL LOCATION DIVISION OF WATER QUALITY. OF UTILITIES BEING MARKED. THERE MAY BE OTHER UNDERGROUND UTILITIES ON THIS SIT 0 ER THAN THOSE SHOWN. SED BASIN TRAPS, SEDIMENT INSTALL PRINCIPAL BASINS AFTER CONSTRUCTION SjTE IS ACCESSED. PLAN IS AN ENFORCEABLE COMPONENT OF THE STORMWATER PERMIT. CONSTRUCTION EQUIPMENT. E TH DURING GRADING. :t -800-632-4949). PROTECn ls FENCES. AN6 kl� I INSTALL ADDITIONAL TRAPS AND BARRIERS AS NEEDED BEFORE DOING ANY DIGGING CALL NC ONECALL (1 -HE SURVEY COMPANY. INC-, 4105-8 STUART ANDREW BLVD, 6) SURVEY FOR THIS PARCEL WAS PREPARED BY T CHARLOTTE, NC 28217, (704) 561-9970. re ot r%rawings Y__QQNi$QL DIVERSIONS, PERIMETER DIKES, WATER INSTALL KEY PRACTICES AFTER PRINCIPAL SEDIMENT TRAPS AND BEFORE LAND rmi u BARSv AND otrxff PROTECTION. GRADING. INSTALL ADDITIONAL RUNOFF -CONTROL MEASURES DURING GRADING. Lio wilt EROSION CONTROL DATA TABLE LEGE4 dsar;iPrf1v(-%1 ct;(, ------- .�VX- STABILIZE STREAMBANKS, W14ERE NECESSARY, STABIUZE STREAMBANKS AS EARLY AS POSSIBLE. INSTALL PRINCIPAL DRAINS, CHAkFgLs, INLET AND OUTLET PROTECTION. AND RUNOFF CONVEYANCE SYSTEM WITH RUNOFF -CONTROL MEASURES. INSTALL REMAJNDER - PROJECT AREA i fu may be ____1000_ PROPOSED DISTURBED LIMITS ...... PROJECT #: DATE: SLOPE DRAINS, OF SYSTEM AMR GRADING. D SITE 6.36 ACRES EXISTING CC C%6U .1000 Ef-A D DISTURBED AREA FOR CCAS CONST. 3.83 ACRES PROPOSED C Nh" A ,Of '4", i SSN, U!j U -QL.ARI AND SITE PREPARA-noisi-cLITIING, BEGIN MAJOR CLEARING AND GRADING AFTER PRINCIPAL SEDIMENT AND KEY RUNOFF -CONTROL OFF SI TE DISTURBED AREA 0.0 ACRES Y SLOPE DRAit, 0 m Elam a 9 6 12.12. 0 7 LARL SEDIMENT TRAPS. BARRIERS, DIVERSIONS, PROPOSED PERM. DIVERSION DITC 4- PD 4-- PD OD FILUNG AND dF4kDING, MEASURESARE INSTALLED. CLEAR BORROW AND DISPOSAL AREAS ONLY AS NEEDED, 'H DRAINS� AND SORFACE ROUGHENING. INSTALL ADDITIONAL CONTROL MEASURES AS GRADING PROGRESSES. MARK TREES AND ACREAGE OF IMPERVIIOUS SURFACE AREA EXISTING SITE 0.0 ACRES- 4, TD4+1TD,* �DOLG ONU'V 11 W�4 ,,,PROTEC11 ON ROCK; BUFFER AREAS FOR PRESERVATION. ACREAGE OF IMPERVIOUS SURFACE AREA PROP. CCAS SITE 1.32 ACRES PROPOSED TEMP. DIVERSION DITCH PROPOSED STORM DRAIN LINE SHEET NUMBER: L b %jsE CE n9ffiJZAM TEMPORARY AND PERMANENT APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY ON ALL ACREAGE OF IMPERVIOUS SURFACE AREA - TOTAL 1.32 ACRES PR OLA UN DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETE. �jki�jAPPW46"ON y SEEDING, MUL04INU, SODDING, AND RIPRAP. PERCENT IMPERVIOUS SURFACE PER ACREAGE OF SITE 20.78% ROC SILT FENCE STONE OUTLET mm T SHA L L HE rRE 016*1 7RA C TOR RESPOA1518k T INSTALL NECESSARY EROSION AND SEDIMENTATION CONTROL PRACTICES AS WORK TAKES PLACE. AREA TO BE VEGETATED - PROPOSED CCAS SITE 2.51 ACRES DIRECTION OF OVERLAND FLOW DURING GRADING kU0jN9 BUILDINGS, u-nu-nES, AND PAVING. quRE - I -HA r TO COA1,74CT THE ClViL EA161VE , To il�_ SOIL TYPES RELATIVE TO SITE CfB, TMC. CsA, CfD WEIR HARDWARE:_FL_"__f?r`0RAVE_L INLET PROTECTION IN POSSESSION Of- rRE U0,57- iAL_STAffiLa&M_N- TOPSOILING, TREES LAST CONSTRUCTION PHASE--STABIUZE ALL OPEN AREAS, INCLUDING BORROW AND _0A1 DO r -T OF COW55TRUC71 C41ML /V T AND SHRUBS, PfRVANCNTSEEDING, MULCHING, SODDING, AND SPOIL AREAS. REMOVE AND STABILIZE ALL TEMPORARY CONTROL AREAS. USGS STREAMS ON SITE TRI13UTARY OF HILDEFIRAN CREEK SE RIPRAP, DEVELOPMENT WATERSHED HILDEBRAN CREEK -4 PROPOSED CONSTRUCTION ENTRANCE tFMPORARY SEEDING -EErf-ORE C01V57??UC770N COMIff-NCE-5 MAINTENANCE (i) MAINTENANCE INSPECTIONS SHOULD 13E PERFORMED WEEKLY, AND (2) AFTER PERIODS OF RAINFALL, MAINTENANCE REPAIRS SHOULD BE MADE IMMEDIATELY. PROTECTION SKIMMER BASIN, SILT FENCE OTS