EROSION CONTROL PLAN FOR DORAN MILLS DEMOLITION

Transcription

1 H:\Projects\7\7- Cleveland County Doran Mils\ngineering\&C Plan\Plansheets\66- COVR HT.dwg, /5/8 :5 PM, David eikle FOR 7 POLKVILL ROAD heet List Table heet Number heet Title COVR HT ITING CONDITION VICINITY MAP (NOT TO CAL) VICINITY MAP BLO ROION CONTROL DTAIL - 5 ROION CONTROL DTAIL - 6 ROION CONTROL MICLLANOU NOT, NORTH CAROLINA VICINITY MAP CAL: N.T.. N POLKVILL ROAD IT VICINITY MAP CAL: " = 5' U HY 7 HLBY VICINITY MAP CAL: N.T. CONTACT INFORMATION ONR/DVLOPR 8 MARION T HLBY, NC 85 URVYOR (BOUNDARY ONLY) BANKHAD URVYING AT MARION T, UIT HLBY, NC NGINR HILD NGINRING TAGGRT CRK ROAD CHARLOTT, NC 88 (7) 9-69 CLINT CONTACT BRIAN HOAGLUND TOTAL DITURBD ARA =.87 AC. DRAING NO: HT TITL: COVR HT HILD NGINRING, INC. TAGGART CRK ROAD CHARLOTT, NC 88 Phone: PROJCT # 7- DAT: JANUARY, 8 DIGN BY: DRAN BY: APPROVD: D CAL: A HON NGINR' AL: RVIION RV. DAT COMMNT RV DAT RV DAT RV DAT RV DAT RV RV RV RV 8 MARION T HLBY, NC 85

2 RIV GR OV R T R T BARING AND DITANC TABL HOYT Q. BAILY DITANC OLD TOTAL TRA CK B D TOTAL P PI RV RV DAT DAT 79 M BAP ARAN ATH TI T 7 CHU A R - 9 CH RV. 5.7 Acres GA LIN 79 RV DAT D 78 B CK JAM C. HAFNR RV RA DT OL RV DOVR FOUNDATION 9,-6 RVIION RV 7.68'.' 8.56'.' 87.' 7.' 8.9' RV DAT 8'5" 6 8'57" 68 58' 88 '" N 77 56'" 8' 9 '9" L- L- L- L- L-5 L-6 L-7 BARING 78 RV DAT COUR AL MAR TD COMMNT MANHOL CONCRT RIGHT OF AY MONUMNT DIK RIGHT OF AY MONUMNT GA VALV UBJCT PROPRTY LIN ROAD RIGHT OF AY LIN RAILROAD RIGHT OF AY LIN R LIN GA LIN OVRHAD LCTRICAL LIN ITING FNC 8 MARION T HLBY, NC 85 N LGND 8 IV R 75 LIN PROJCT # IION TRAN M - H Y# APHALT 78 OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 57-7 OH OH L OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH VIL OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH NGINRING, INC. OH OH OH PO LK OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH APPROIMAT FLOOD LIN OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 79 OH OH A CALD FROM CLVLAND COUNTY GI RFRNC: PANL NUMBR 757J OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH ITING OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 8, Davideikle OH 78 ROAD ITING VARIOU FOUNDATION AND DBRI OH RANDO LPH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 79 OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH ' R/ 57-7, /5/8:5PM TAGGART CRK ROAD CHARLOTT, NC 88 Phone: T R TR GROV OH CONCRT OH RO AD HILD OAD 8 PR 8 LOO 8 HA KIN 796 UBTATION 798 " = ' 7 CAL: 7 D APPROVD: DRAN BY: DIGN BY: JANUARY, 8 DAT: 7-7 DR 7 OA 8 ITING NGINR' AL: ITING TR LIN (APPROIMAT) BR CHRIT FOR TH NATION 8-5 T FIR RONALD T. LL ATR TOR RR TRACK 75 CHARL HAMRICK IV, YDNY FRBRG, Jr tal GRANDCHILDRN TRUT 8,H-9; 6-79,79, RR TRACK GRAPHIC CAL CHARL HAMRICK IV, YDNY FRBRG, Jr tal GRANDCHILDRN TRUT 8,H-9; 6-79,79,797 5 (IN FT) "=' ITING CONDITION PLAN HT TITL: C D OA ILR RA DRAING NO: 7 APHALT (POIBL LAYDON ARA) H:\Projects\7\7-ClevelandCountyDoranMils\ngineering\&CPlan\Plansheets\66-ITINGCONDITION.dwg FANNING DRIV

3 H:\Projects\7\7- Cleveland County Doran Mils\ngineering\&C Plan\Plansheets\66-.dwg, /5/8 :55 PM, David eikle ' R/ TMPORARY CONTRUCTION NTRANC APHALT (POIBL LAYDON ARA) FANNING DRIV RANDOLPH ROAD HAKIN LOOP ROAD POLKVILL ROAD - HY #6 8 8 LGND MANHOL CONCRT RIGHT OF AY MONUMNT DIK RIGHT OF AY MONUMNT GA VALV UBJCT PROPRTY LIN ROAD RIGHT OF AY LIN RAILROAD RIGHT OF AY LIN R LIN GA LIN OVRHAD LCTRICAL LIN ITING FNC ILT FNC (6.6) TMPORARY DIVRION DITCH LIMIT OF CLARANC TMPORARY CONTRUCTION NTRANC (6.6) ROCK CHCK DAM (6.8) LIMIT OF CLARING ITING TMPORARY DIVRION DITCH TMPORARY DIVRION DITCH TMPORARY CONTRUCTION NTRANC ITING CONCRT ITING VARIOU FOUNDATION AND DBRI ATR TOR TMPORARY DIMNT TRAP (IF RQUIRD) OVRFLO (LV = 798.5') = OVRFLO (LV = 798.5') = ' BOTTOM LV = 795.5' TOP BRM LV = 8. IR LNGTH = ' ILT FNC ILT FNC TMPORARY DIVRION DITCH 'L 6' 8" D CLA II RIP RAP OUTFALL 8 8 UBTATION 75 ITING TR LIN (APPROIMAT) LIMIT OF CLARING APHALT TMPORARY KIMMR BAIN # TOP LVATION = 77.' BOTTOM LVATION = 769.5' ILT FNC TMPORARY DIVRION DITCH MRGNCY PILLAY LVATION 77.5' 'L 6' 8" D CLA II RIP RAP OUTFALL 9.'.5' 5.59'.'.8' 78 8 TRANMIIO MRGNCY PILLAY LVATION = 788.5' 79 'L 6' 8" D CLA II RIP RAP OUTFALL TMPORARY DIMNT BAIN # LNGTH = ' IDTH = 6' TOP LVATION = 79.' BOTTOM LVATION = 786.5' APPROIMAT TRLIN GA LIN N GRAPHIC CAL (IN FT) "=5' DRAING NO: HT TITL: HILD TAGGART CRK ROAD CHARLOTT, NC 88 Phone: PROJCT # DAT: DIGN BY: NGINRING, INC. DRAN BY: APPROVD: CAL: 7- JANUARY, 8 D " = 5' NGINR' AL: RVIION RV. DAT COMMNT RV DAT RV DAT RV DAT RV DAT RV RV RV RV 8 MARION T HLBY, NC 85

4 LV. = MARION T HLBY, NC 85 LV. = ILT FNC RV RV DAT RV RV DAT RV RV DAT RV RV. DAT NOT TO CAL NOT: TMPORARY DIMNT TRAP AND AOCIATD DRAINAG DITCH AND ILT FNC AR ONLY TO B INTALLD IF TH POIBL LAYDON ARA I TO B RMOVD RV DAT TMPORARY DIMNT TRAP RVIION LV. = 795. COMMNT LV. = ROION CONTROL NOT: A HON CAL: D APPROVD: DRAN BY: TAGGART CRK ROAD CHARLOTT, NC 88 Phone: NOT: CHANNL MATTING ND TO FACILITAT A MINIMUM VLOCITY OF 5FT/ (TO B APPROVD BY NGINR) N.T.. HT TITL: TMPORARY DIVRION DITCH PROFIL 6.8 ROCK CHCK DAM DRAING NO: HLBY,, NORTH CAROLINA ROION CONTROL DTAIL - ' ' MIN. H:\Projects\7\7-ClevelandCountyDoranMils\ngineering\&CPlan\Plansheets\66-DTAIL.dwg DIGN BY: NGINRING, INC., /5/8:55PM CHANNL MATTING ( NOT BLO) DAT: 7- PROJCT # HILD, Davideikle. PROVID ILT FNC AND/OR OTHR ADDITIONAL CONTROL DVIC A MAY B RQUIRD TO CONTROL OIL ROION DURING CONTRUCTION.. ALL DITURBD ARA HALL B CLAND, GRADD, AND TABILIZD ITH GRA D AND MATTING IMMDIATLY AFTR FINAL GRAD I TABLIHD.. ALL ROION CONTROL DVIC HALL B PROPRLY MAINTAIND DURING ALL PHA OF CONTRUCTION UNTIL TH COMPLTION OF CONTRUCTION ACTIVITI AND ALL DITURBD ARA HAV BN TABILIZD. ADDITIONAL CONTROL DVIC MAY B RQUIRD DURING CONTRUCTION IN ORDR TO CONTROL ROION AND/OR OFFIT DIMNTATION. ALL TMPORARY CONTROL DVIC HALL B RMOVD ONLY AFTR CONTRUCTION I COMPLT, TH IT I TABILIZD AND I APPROVD BY TH ROION AND DIMNTATION CONTROL INPCTOR.. TH CONTRACTOR MUT TAK NCARY ACTION TO MINIMIZ TH TRACKING OF MUD ONTO PAVD ROADAY() FROM CONTRUCTION ARA AND TO MINIMIZ TH GNRATION OF DUT. ANY MUD LFT ON PUBLIC ROADAY MUT B RMOVD IMMDIATLY. 5. TMPORARY DIVRION BRM AND/OR DITCH CAN B PROVIDD A NDD DURING CONTRUCTION TO PROTCT ORK ARA FROM UPLOP RUNOFF AND/OR TO DIVRT DIMNT-LADN ATR TO APPROPRIAT TRAP OR TABL OUTLT. 6. LITTR, CONTRUCTION DBRI, OIL, AND FUL ITH IGNIFICANT POTNTIAL FOR DAMAGING NVIRONMNTAL IMPACT MUT B PRVNTD FROM BCOMING A POLLUTANT OURC IN RUNOFF DICHARG. 7. ALL ROION CONTROL FATUR TO B RMOVD & FINAL GRAD BROUGHT BACK TO ITING CONDITION ONLY AFTR FINAL APPROVAL FROM TH ROION CONTROL INPCTOR. JANUARY, 8 NGINR' AL: ALL DIMNT AND ROION CONTROL DVIC HALL B INPCTD AT LAT ONC VRY VN (7) CALNDAR DAY AND ITHIN HOUR OF A TORM VNT.5 INCH OR GRATR. IF IT INPCTION IDNTIFY BMP THAT AR DAMAGD OR AR NOT OPRATING FFCTIVLY, MAINTNANC MUT B PRFORMD A OON A PRACTICAL AND BFOR TH NT TORM VNT HNVR POIBL.

5 BAIN ITH KIMMR DTAIL BAFFL (TYP.) 8 MARION T HLBY, NC 85 KIMMR N.T.. ARM AMBLY BAFFL (TYP.) "C" NCLOUR LNGTH INCH CHDUL PVC PIP ATR NTRY UNIT PRPCTIV VI ' MIN. INFLO NRGY DIIPATR PVC VNT PIP CHDUL PVC PIP ATR URFAC PILLAY KIMMR DATRING DVIC IMPRMABL MMBRAN H CONTRUCTION PCIFICATION: PILLAY LAYR OF 8OZ/Y NONOVN GOTTIL PLAC A MINIMUM DPTH OF FT OF COMPACTD BACKFILL OVR TH PIP PILLAY BFOR CROING IT ITH CONTRUCTION QUIPMNT. IN NO CA HOULD TH PIP CONDUIT B INTALLD BY CUTTING A TRNCH THROUGH TH DAM AFTR TH MBANKMNT I COMPLT. BAIN URFAC ARA CLANOUT DPTH (FT.) H/ H (FT) L (FT) MIN (FT) KIMMR IZ* (INCH) KIMMR ORIFIC DIAMTR (INCH) BAIN RQUIRD (FT³) PROVIDD (FT³) RQUIRD (FT²) PROVIDD (FT²) 6,768 9,6 5,78 6, ,8 7,87,978,.75.5 VARI VARI.5.5 RV DAT RV DAT * KIMMR IZ RFR TO TH MAIMUM DIAMTR OF TH INLT. FOR AMPL A 8" KIMMR HA A 8" MAIMUM ORIFIC IZ. "(cm). INTALL POROU BAFFL A PCIFID IN DTAIL, THI HT.. AFTR TH IT I TABILIZD, RMOV TH TRUCTUR AND ALL TH UNTABL DIMNT. MOOTH TH ARA TO BLND ITH TH ADJOINING ARA AND TABILIZ PROPRLY. (5cm) (5cm) 5 "(cm) 7 (5cm) "-5" (5-.5cm) "- (-5cm), Davideikle 6, /5/8:55PM (5cm) 8 CRITICAL POINT A. Overlaps and eams B. Projected ater Line C. Channel Bottom/ide lope Vertices A B BAFFL DTAIL N.T.. C A B NOT: *Horizontal staple spacing should be altered if necessary to allow staples to secure the critical points along the channel surface. C **In loose soil conditions, the use of staple or stake lengths greater than (5cm) may be necessary to properly secure the RCP's.. Prepare soil before installing rolled erosion control products (RCPs), including any necessary application of lime, fertilizer, and seed.. Begin at the top of the channel by anchoring the RCPs in a (5cm) deep (5cm) wide trench with approximately "(cm) of RCPs extended beyond the up-slope portion of the trench. Use mat at the channel/culvert outlet as supplemental scour protection as needed. Anchor the RCPs with a row of staples/stakes approximately "(cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted soil and fold the remaining "(cm) portion of RCPs back over the seed and compacted soil. ecure RCPs over compacted soil with a row of staples/stakes spaced approximately " apart across the width of the RCPs.. Roll center RCPs in direction of water flow in bottom of channel. RCPs will unroll with appropriate side against the soil surface. All RCPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide.. Place consecutive RCPs end-over-end (hingle style) with a "- overlap. Use a double row of staples staggered " apart and " on center to secure RCPs. 5. Full length edge of RCPs at top of side slopes must be anchored with a row of staples/stakes approximately "(cm) apart in a (5cm) deep (5cm) wide trench. Backfill and compact the trench after stapling. 6. Adjacent RCPs must be overlapped approximately "-5" (5-.5cm) (Depending on RCPs type) and stapled. 7. In high flow channel applications a staple check slot is recommended at to foot (9 -m) intervals. Use a double row of staples staggered "(cm) apart and "(cm) on center over entire width of the channel. 8. The terminal end of the RCPs must be anchored with a row of staples/stakes approximately " (cm) apart in a (5cm) deep (5cm) wide trench. Backfill and compact the trench after stapling. A HON CAL: CHANNL INTALLATION DTAIL "(cm) ROION CONTROL DTAIL - 9. ROION CONTROL CONTRUCT TH TRUCTUR O THAT TH DITURBD ARA I MINIMIZD. DIVRT URFAC ATR AAY FROM BAR ARA. COMPLT TH MBANKMNT BFOR TH ARA I CLARD. TABILIZ TH MRGNCY PILLAY MBANKMNT AND ALL OTHR DITURBD ARA ABOV TH CRT OF TH PRINCIPAL PILLAY IMMDIATLY AFTR CONTRUCTION. 5, D 77. APPROVD: 77.5 HT TITL: DRAING NO: 6,6 DRAN BY: 79. TAGGART CRK ROAD CHARLOTT, NC 88 Phone: NGINRING, INC DIGN BY: PILLAY IDTH (FT) HILD TOP BRM (FT) HLBY,, NORTH CAROLINA PILLAY (FT) JANUARY, 8 BOTTOM (FT) DAT: BAIN 7-8. INLT DICHARG ATR INTO TH BAIN IN A MANNR TO PRVNT ROION. U TMPORARY LOP DRAIN OR DIVRION ITH OUTLT PROTCTION TO DIVRT DIMNT-LADN ATR TO TH UPPR ND OF TH POOL ARA TO IMPROV BAIN TRAP FFICINCY. LVATION PROJCT # 7. ARTHN PILLAY INTALL TH PILLAY IN UNDITURBD OIL TO TH GRATT TNT POIBL. TH ACHIVMNT OF PLANND LVATION, GRAD,DIGN IDTH, AND NTRANC AND IT CHANNL LOP AR CRITICAL TO TH UCCFUL OPRATION OF TH PILLAY. TH PILLAY HOULD B LIND ITH LAMINATD PLATIC OR IMPRMABL GOTTIL FABRIC. TH FABRIC MUT B ID AND LONG NOUGH TO COVR TH BOTTOM AND ID AND TND ONTO TH TOP OF TH DAM FOR ANCHORING IN A TRNCH. TH DG MAY B CURD ITH 8-INCH TAPL OR PIN. TH FABRIC MUT B LONG NOUGH TO TND DON TH LOP AND IT ONTO TABL GROUND. TH IDTH OF TH FABRIC MUT B ON PIC, NOT JOIND OR PLICD; OTHRI ATR CAN GT UNDR TH FABRIC. IF TH LNGTH OF TH FABRIC I INUFFICINT FOR TH NTIR LNGTH OF TH PILLAY, MULTIPL CTION, PANNING TH COMPLT IDTH, MAY B UD. TH UPPR CTION() HOULD OVRLAP TH LOR CTION() O THAT ATR CANNOT FLO UNDR TH FABRIC. CUR TH UPPR DG AND ID OF TH FABRIC IN A TRNCH ITH TAPL OR PIN. NGINR' AL: 6. LAY TH AMBLD KIMMR ON TH BOTTOM OF TH BAIN ITH TH FLIBL JOINT AT TH INLT OF TH BARRL PIP. ATTACH TH FLIBL JOINT TO TH BARRL PIP AND POITION TH KIMMR OVR TH CAVATD PIT OR UPPORT. B UR TO ATTACH A ROP TO TH KIMMR AND ANCHOR IT TO TH ID OF TH BAIN. THI ILL B UD TO PULL TH KIMMR TO TH ID FOR MAINTNANC. 5. AMBL TH KIMMR FOLLOING TH MANUFACTURR INTRUCTION, OR A DIGND. H:\Projects\7\7-ClevelandCountyDoranMils\ngineering\&CPlan\Plansheets\66-DTAIL.dwg BAIN VOLUM. PLAC TH BARRL (-INCH CHDUL PVC PIP) ON A FIRM, MOOTH FOUNDATION OF IMPRVIOU OIL. DO NOT U PRVIOU MATRIAL UCH A AND, GRAVL, OR CRUHD TON A BACKFILL AROUND TH PIP. PLAC TH FILL MATRIAL AROUND TH PIP PILLAY IN -INCH LAYR AND COMPACT IT UNDR AND AROUND TH PIP TO AT LAT TH AM DNITY A TH ADJACNT MBANKMNT. CAR MUT B TAKN NOT TO RAI TH PIP FROM TH FIRM CONTACT ITH IT FOUNDATION HN COMPACTING UNDR TH PIP HAUNCH. RV DAT. HAP TH BAIN TO TH PCIFID DIMNION. PRVNT TH KIMMING DVIC FROM TTLING INTO TH MUD BY CAVATING A HALLO PIT UNDR TH KIMMR OR PROVIDING A LO UPPORT UNDR TH KIMMR OF TON OR TIMBR. RV. CRO-CTION VI. NUR THAT FILL MATRIAL FOR TH MBANKMNT I FR OF ROOT, OODY VGTATION, ORGANIC MATTR, AND OTHR OBJCTIONABL MATRIAL. PLAC TH FILL IN LIFT NOT TO CD 9 INCH, AND MACHIN COMPACT IT. OVR FILL TH MBANKMNT 6 INCH TO ALLO FOR TTLMNT. RV DAT BAFFL DAT. CLAR, GRUB, AND TRIP TH ARA UNDR TH MBANKMNT OF ALL VGTATION AND ROOT MAT. RMOV ALL URFAC OIL CONTAINING HIGH AMOUNT OF ORGANIC MATTR AND TOCKPIL OR DIPO OF IT PROPRLY. HAUL ALL OBJCTIONABL MATRIAL TO TH DIGNATD DIPOAL ARA. PLAC TMPORARY DIMNT CONTROL MAUR BLO BAIN A NDD. ID VI RV INFLO NRGY DIIPATR MBANKMNT RV MA. DPTH OF FLO OVR MRGNCY PILLAY RV ' FRBOARD RV CLA B TON PAD (' ' ' MIN.) COMMNT PLAN VI RVIION CHDUL PVC PIP FLIBL HO L ORIFIC PLAT PVC T

6 NOT FOR: ROION & DIMNT CONTROL PLAN H:\Projects\7\7- Cleveland County Doran Mils\ngineering\&C Plan\Plansheets\66- NOT.dwg, /5/8 :55 PM, David eikle GNRAL NOT:. CAUTION, UNDRGROUND RVIC ALRT! TH CONTRACTOR HALL HAV TH ITING UTILITI LOCATD PRIOR TO TH TART OF ANY CAVATION A HON AND NOTD ON TH APPROVD PLAN.. ALL CONTRUCTION HALL CONFORM TO ALL APPLICABL RUL, RGULATION AND TANDARD OF TH NORTH CAROLINA DPARTMNT OF NVIRONMNTAL QUALITY,, AND ANY ADDITIONAL RGULATORY AUTHORITI.. UNDRGROUND UTILITY LIN LOCATION (IF ANY) AR APPROIMAT ONLY, AND IT HALL B TH RPONIBILITY OF TH CONTRACTOR TO DTRMIN TH ACT LOCATION OF ANY UCH UTILITI. UTILITI HON ON TH PLAN AR FOR TH CONTRACTOR' CONVNINC ONLY. TH NGINR AUM NO RPONIBILITY TO VRIFY ALL UTILITY LOCATION. TH CONTRACTOR I OLLY RPONIBL FOR ALL DAMAG TO ITING UTILITI. TH CONTRACTOR HALL NOTIFY TH NGINR IMMDIATLY IF ANY ITING UTILITI ILL FFCT OR IMPD TH PROGRION OR COMPLTION OF TH DIGN INTNT OF TH CONTRUCTION DOCUMNT.. TH CONTRACTOR HALL COORDINAT RLOCATION OF ANY ITING UTILITI ITH TH APPROPRIAT UTILITY NTITY PRIOR TO TH TART OF ANY CONTRUCTION. 5. TH ONR HALL DIRCT TH CONTRACTOR A TO HAT ITING VGTATION ON-IT HALL B RMOVD BYOND TH CLARING LIMIT A HON AND NOTD HRON. TH CONTRACTOR HALL RCI TRM CAUTION IN PROTCTING ITING TR. COORDINAT ALL TR RMOVAL ITH ONR PRIOR TO TH TART OF ANY CONTRUCTION. 6. MICLLANOU MAPPING NOT: a. UTILITI HON AR LOCATION OF GROUND IDNTIFIABL ITM. ADDITIONAL UTILITI MAY IT ABOV OR BLO TH GROUND. TH URVYOR ACCPT NO RPONIBILITI FOR TH COMPLTN OF THI DATA. b. THI PROPRTY I UBJCT TO ALL RIGHT-OF-AY AND AMNT HON OR NOT HON, RCORDD OR NOT RCORDD. 7. TH CONTRACTOR HALL RMOV AND ABANDON ITING UTILITI ONLY AFTR APPROVAL FROM ALL INTRTD PARTI. TH FACILITI MAY INCLUD, BUT NOT B LIMITD TO: ITING ON-IT DRAINAG PIPING, ON-IT PRIVAT LCTRICAL LIN AND APPURTNANC, ABANDOND ROION CONTROL DVIC AND TRUCTUR. TH CONTRACTOR HALL COORDINAT ANY AND ALL ABANDONMNT AND/OR RLOCATION ITH TH APPROPRIAT UTILITY COMPANI OR NTITI. ANY DIPOAL OF AID FACILITI HALL B DON IN ACCORDANC ITH LOCAL UTILITY AND/OR GOVRNMNTAL RGULATION. RLOCATION AND/OR ABANDONMNT OF AID FACILITI AND/OR UTILITI HALL B DON AT TH PN OF TH ONR/DVLOPR. PRMIT (IF ANY) HALL B OBTAIND BY TH CONTRACTOR AND/OR ONR/DVLOPR. 8. IT HALL B TH RPONIBILITY OF TH CONTRACTOR TO INUR THAT PRIOR TO ORDRING PROJCT MATRIAL, THAT TH MOT CURRNT T OF CONTRUCTION DOCUMNT HAV BN OBTAIND FROM TH ONR/DVLOPR INCLUDING, BUT NOT LIMITD TO, TH PRMITTD T() FROM ALL APPLICABL AGNCI A APPROPRIAT. TH PROJCT NGINR ACCPT NO RPONIBILITY FOR IMPROPR ORDRING OF MATRIAL. 9. TH ONR/DVLOPR AND NGINR HAV RVID TH APPROPRIAT LOCAL, TAT, AND FDRAL RGULATION RGARDING DVLOPMNT ACTIVITI ADJACNT TO FLOOD PLAIN AND TLAND AND HAV DTRMIND THAT THI DVLOPMNT PLAN ATIFI TH TANDARD PRNTD IN APPLICABL RGULATION. GRADING NOT:. GROUND URFAC PRPARATION: RMOV VGTATION INCLUDING GRA, ROOT, AND URFICIAL ORGANIC, DBRI, UNATIFACTORY OIL MATRIAL, OBTRUCTION, AND DLTRIOU MATRIAL FROM GROUND URFAC PRIOR TO PLACMNT OF FILL. PLO TRIP, OR BRAK UP LOPD URFAC TPR THAN VRTICAL TO HORIZONTAL O THAT FILL MATRIAL ILL BOND ITH TH ITING URFAC. HN ITING GROUND URFAC HA A DNITY L THAN THAT PCIFID UNDR COMPACTION FOR PARTICULAR ARA CLAIFICATION, BRAK UP GROUND URFAC, PULVRIZ, MOITUR CONDITION TO OPTIMIUM MOITUR CONTNT, AND COMPACT TO RQUIRD DPTH AND PRCNTAG OF MAIMUM DNITY.. PLAC BACKFILL AND FILL MATRIAL IN LAYR NOT MOR THAN INCH IN LOO DPTH FOR MATRIAL COMPACTD BY HAVY COMPACTION QUIPMNT AND NOT MOR THAN 6 INCH IN LOO DPTH FOR MATRIAL COMPACTD BY HAND-OPRATD TAMPR.. BFOR COMPACTION, MOITN AND ARAT ACH LAYR A NCARY TO PROVID OPTIMUM MOITUR CIONTNT. COMPACT ACH LAYR TO RQUIRD PRCNTAG OF MAIMUM DRY DNITY OR RLATIV DRY DNITY FOR ACH ARA CLAIFICATION. DO NOT PLAC BACKFILL OR FILL MATRIAL ON URFAC THAT AR MUDDY, FROZN OR CONTAIN FROT OR IC.. COMPACT UBGRAD AND ACH LAYR OF BACKFILL MATRIAL TO AT LAT 95% OF TH TANDARD PROCTOR MAIMUM DRY DNITY TO A DPTH OF BLO BOTTOM OF FINAL GRAD. 5. MOITUR CONTROL HR UBGRAD OR LAYR OF OIL MATRIAL MUT B MOITUR CONDITIOND BFOR COMPACTION, UNIFORMLY APPLY ATR TO URFAC OF UBGRAD OR LAYR OF OIL MATRIAL APPLY ATR IN MINIMUM QUANTITY A NCARY TO PRVNT FR ATR FROM APPARING ON URFAC DURING OR UBQUNT TO COMPACTION OPRATION. 6. RMOV AND RPLAC, OR CARIFY AND AIR DRY, OIL MATRIAL THAT I TOO T TO PRMIT COMPACTION OTO PCIFID DNITY. 7. PRAD OIL MATRIAL THAT HA BN RMOVD BCAU IT I TOO T TO PRMIT COMPACTION. AIT DRYING BY DICING, HARROING OR PULVRIZING UNTIL MOITUR CONTNT I RDUCD TO A ATIFACTORY VALU. 8. TH CONTRACTOR HALL IMMDIATLY NOTIFY TH ONR OF TH DICOVRY OF ANY GROUNDATR, UBURFAC PAG OR PRING DURING TH COUR OF CONTRUCTION. IT HALL B TH RPONIBILITY OF TH ONR TO CONULT ITH A RGITRD GOTCHNICAL NGINR TO INPCT TH IT, AND TO MAK ANY RCOMMNDATION RGARDING VIDNC AND RMDIATION (IF ANY) OF AID UBURFAC ATR. 9. IF CONTRACTOR NCOUNTR POTNTIALLY CONTAMINATD/TAIND OIL OR OLID AT & CONTRUCTION DBRI, TOP CONTRUCTION ACTIVITI IN TH ARA AND CONTACT HILD NGINRING IMMDIATLY. ROION & DIMNT CONTROL PLAN:. PROJCT DCRIPTION. NARRATIV HILD NGINRING, INC. HA PRPARD THI ROION AND DIMNT CONTROL (&C) PLAN UNDR CONTRACT ITH. THI PLAN DTAIL ROION AND DIMNT CONTROL MAUR TO B TAKN DURING DMOLITION ACTIVITI PLANND FOR TH DORAN MILL IT. TH DMOLITION ACTIVITI ILL INCLUD TH DMOLITION OF ITING TRUCTUR, TH CAVATION AND DIPOAL OF APHALT, DMOLITION OF CONCRT PAD, AND OTHR TRUCTUR, AND TH RMOVAL OF OTHR DBRI ITHIN TH PROPOD LIMIT OF DITURBANC.. IT DCRIPTION TH IT I LOCATD IN HLBY, NORTH CAROLINA ON TH AT ID OF POLKVILL ROAD, A HON ON TH VICINITY MAP LOCATD ON TH COVR HT. TH ITING FATUR FOR DMOLITION AR ON A INGL PARCL THAT NCOMPA AN ARA OF APPROIMATLY 5.7 ACR (.68 DITURBD ACR). TH PROPRTY IDNTIFICATION NUMBR [PIN] FOR TH PARCL I # TH PROJCT IT I LOCATD ITHIN TH BROAD RIVR BAIN. IN GNRAL, TORMATR FLO AT VIA HT FLO AND PLIT ALONG A RIDG TOARD TH NORTH AT AND OUTH AT DG OF TH IT BOUNDARY. FROM THI POINT TH RUNOFF NTR AN UNNAMD PRNNIAL TRAM THAT GNRALLY FLO TO TH OUTH AT AND MPTI INTO TH FIRT BROAD RIVR AT TH IT' PROPRTY LIN. TH RIVR I CLAIFID A CLA C MANING IT I PROTCTD A CONDARY RCRATIONAL U.. PLANND ROION AND DIMNTATON CONTROL PRACTIC TH ROION AND DIMNTATION CONTROL MAUR PROVIDD HRIN R DIGND AND PCIFID IN GNRAL ACCORDANC ITH TH ROION AND DIMNT CONTROL PLANNING AND DIGN MANUAL PUBLIHD BY NCDQ. A COMPLTD FINANCIAL RPONIBILITY/ONRHIP FORM I INCLUDD ITH THI UBMITTAL... LAND GRADING THI PROJCT DAL PRIMARILY ITH TH RMOVAL OF MANMAD TRUCTUR AND MATRIAL FROM TH IT AND TH AND DING OF TH FINAL GRADING. IN GNRAL, NO IT GRADING I PLANND, BUT TH ITING OIL ILL B POD AT ITING GRAD HN APHALT OR OTHR COVR MATRIAL AR RMOVD. COVR ILL B TABLIHD IN TH ARA AFTR THY AR POD... ILT FNC ILT FNC ILL B INTALLD AROUND TH PRIMTR OF TH PLANND DITURBD ARA TO LIMIT TH AMOUNT OF POTNTIAL DIMNT LAVING TH IT. IT ILL ALO B PLACD AROUND ANY RQUIRD RPAIR DURING TH GRADING OPRATION ILL B MAD IMMDIATLY. DIMNT DPOIT ILL B RMOVD AFTR ACH TORM VNT, AND HN DPOIT RACH APPROIMATLY ON-HALF TH HIGHT OF TH BARRIR. ANY DIMNT DPOIT RMAINING IN PLAC AFTR TH ILT FNC I NO LONGR RQUIRD ILL B DRD TO CONFORM TO TH ITING GRAD, RPAIRD, AND DD. DIMNT FNC ILL B INTALLD A PR PLAN... URFAC TABILIZATION URFAC TABILIZATION ILL B ACCOMPLIHD ITH MATTING, VGTATION AND MULCH A PCIFID IN TH VGTATION PLAN. VGTATION ILL B PLANTD IMMDIATLY UPON TH COMPLTION OF FINAL GRADING. TMPORARILY TABILIZ DNUDD ARA THAT ILL NOT B BROUGHT TO FINAL GRAD FOR A PRIOD OF MOR THAN TH NUMBR OF CALNDAR DAY A THY AR LITD IN TH TABILIZATION CHART... CONTRUCTION NTRANC HR CONTRUCTION VHICL ACC ROUT INTRCT POLKVILL ROAD, PROVIION HALL B MAD TO MINIMIZ TH TRANPORT OF DIMNT BY VHICULAR TRACKING ONTO PAVD URFAC. HR DIMNT I TRANPORTD ONTO A PAVD OR PUBLIC ROAD URFAC, TH ROAD ILL B CLAND THOROUGHLY AT TH ND OF ACH DAY. DIMNT ILL B RMOVD FROM TH ROAD BY HOVLING OR PING AND TRANPORTING TO A DIMNT CONTROL DIPOAL ARA. TRT AHING ILL B ALLOD ONLY AFTR DIMNT I RMOVD IN TH MANNR DCRIBD HRIN. A TMPORARY CONTRUCTION NTRANC ILL B PROVIDD AT TH IT PRIOR TO TH TART OF CONTRUCTION. AN OPN GRADD TON BA NTRANC ILL B PROVIDD AT TH IT TO HLP LIMIT TH OIL TRACKD OFFIT BY CONTRUCTION TRAFFIC. TH APPROIMAT LOCATION OF TH CONTRUCTION NTRANC AND CONTRUCTION DTAIL AR PROVIDD ON P- AND P TMPORARY KIMMR BAIN AND TRAP TMPORARY KIMMR BAIN ILL B CONTRUCTD DURING TH ARLY TAG OF TH PROJCT TO HLP LIMINAT DIMNTATION FROM LAVING TH IT FOR MOT OF TH DITURBD ARA. TH BAIN CONIT OF A KIMMR AND AN MRGNCY PILLAY. TH GRADING OF TH BAIN AND TRAP AR HON ON HT HIL TH PLAN AND PROFIL VI DTAIL AR ON HT AND DUT CONTROL THROUGHOUT TH DURATION OF THI PROJCT, CONDITION MAY IT THAT CAU TH PRODUCTION OF DUT. HOULD CIV DUT B GNRATD, PRINKLING OF ATR ON TH PROBLM ARA ILL B CONDUCTD TO MINIMIZ TH PROBLM.. MAINTNANC PLAN TH CONTRACTOR ILL B RPONIBL FOR MAINTNANC OF TH ROION CONTROL MAUR THROUGHOUT ALL PHA OF TH CONTRUCTION OF TH PROJCT. ONC TH PROJCT HA BN COMPLTD AND ACCPTD BY TH ONR, TH ONR OF TH FACILITY ILL BCOM RPONIBL FOR MAINTAINING TH PRMANNT MAUR. TYPICAL MAINTNANC IU INCLUD TH FOLLOING:. ALL ROION AND DIMNT CONTROL PRACTIC ILL B CHCKD FOR TABILITY AND OPRATION AFTR ANY RAINFALL VNT OF.5" OR GRATR OR AT LAT ONC VRY VN DAY PR TH NPD PRMIT. ANY NDD RPAIR ILL B MAD IMMDIATLY TO MAINTAIN ALL PRACTIC A DIGND.. DIMNT ILL B RMOVD FROM BHIND TH DIMNT FNC HN IT BCOM APPROIMATLY.5 FT IN DPTH OR GRATR AT TH FNC. TH DIMNT FNC ILL B RPAIRD A NCARY TO MAINTAIN A BARRIR.. ALL DD ARA ILL B FRTILIZD AND RDD A NCARY, AND MULCHD ACCORDING TO PCIFICATION IN TH VGTATIV PLAN TO MAINTAIN A VIGOROU, DN VGTATIV COVR.. INPCT TMPORARY KIMMR BAIN AND TRAP AT LAT KLY AND AFTR ACH IGNIFICANT (.5" OR GRATR) RAINFALL VNT AND RPAIR IMMDIATLY. RMOV DIMNT AND RTOR TH BAIN TO IT ORIGINAL DIMNION HN IT ACCUMULAT TO ON-HALF TH DIGN DPTH. PLAC RMOVD DIMNT IN AN ARA ITH DIMNT CONTROL. CHCK TH MBANKMNT, PILLAY, AND OUTLT FOR ROION DAMAG, AND INPCT TH MBANKMNT FOR PIPING AND TTLMNT. MAK ALL NCARY RPAIR IMMDIATLY. 5. BDDING: NATURALLY OR ARTIFICIALLY GRADD MITUR OF NATURAL OR CRUHD GRAVL, CRUHD TON, AND NATURAL OR CRUHD AND; ATM D9. 6. DRAINAG FILL: AHD, NARROLY GRADD MITUR OF CRUHD TON, OR GRAVL; ATM D8; COR-AGGRGAT GRADING IZ 57; ITH PRCNT PAING A INCH IV AND TO 5 PRCNT PAING A NO. 8 IV.. LAND GRADING. PCIFICATION. LAND GRADING HALL B KPT TO A MINIMUM AT ALL TIM.. FINAL GRADING HOULD B LOPD O THAT TORM RUNOFF HT FLO A HON ON TH DRAING.. HN TH ARA HA BN PROPRLY TABILIZD AND APPROVD BY TH NCDQ ROION & DIMNT CONTROL INPCTOR, ALL OF TH TMPORARY DIMNT AND ROION CONTROL MAUR ILL B RMOVD AND TH DITURBD ARA GRADD TO BLND ITH TH URROUNDING ARA AND VGTATD.. FILL: MATRIAL IN COMPLIANC ITH ATM D87 OIL CLAIFICATION GROUP G, GP, GM,, P, M, C, AND ML, OR ANY COMBINATION OF TH GROUP; FR OF ROCK OR GRAVL LARGR THAN INCH IN ANY DIMNION, DBRI, AT, FROZN MATRIAL, VGTATION, AND OTHR DLTRIOU MATTR. MATRIAL APPROVD FROM ON IT OR OFF IT OURC HAVING A MINIMUM DRY DNITY OF PCF A MAIMUM PLATICITY IND OF 5 AND A MAIMUM LIQUID LIMIT OF.. DIMNT FNC AND ROION CONTROL ATTL. CONTRUCT TH DIMNT FNC OR ROION CONTROL ATTL AT TH LOCATION HON ON TH DRAING.. LOCAT POT DON LOP OF FABRIC TO HOLD FNCING.. BURY TO OF FNC APPROIMATLY 8" DP TO PRVNT UNDRCUTTING.. HN JOINT AR NCARY, CURLY FATN TH FABRIC AT A UPPORT POT ITH OVRLAP TO TH NT POT. 5. FILTR FABRIC I TO B OF NYLON, POLYTR, PROPYLN, OR THYLN YARN ITH AN TRA TRNGTH 5 LB/LINAR INCH (MINIMUM), AND ITH A FLO RAT OF AT LAT. GAL./FT/MINUT. FABRIC HOULD CONTAIN ULTRAVIOLT INHIBITOR AND TABILIZR. 6. POT TO B TL ITH A MINIMUM LNGTH OF FT. 7. TH DITANC BTN TH POT, CNTR TO CNTR, HALL NOT CD 8' 8. DTAIL FOR BOTH TH DIMNT FNC AND ATTL CAN B FOUND ON TH DRAING.. TMPORARY CONTRUCTION NTRANC. TMPORARY GRAVL CONTRUCTION NTRANC HALL B CONTRUCTD A NDD/RQUIRD THROUGHOUT TH DURATION OF TH PROJCT. A CONTRUCTION NTRANC, A DTAILD ON DRAING #9, HALL B UTILIZD TO HLP LIMINAT DIMNT ON CONTRUCTION VHICL FROM LAVING TH IT.. U CRUHD TON " - " IN IZ.. TH GRAVL CONTRUCTION NTRANC AND ACC AY HALL B MAINTAIND IN A CONDITION TO PRVNT MUD OR DIMNT FROM LAVING TH IT. HOULD MUD B TRACKD OR AHD ONTO PUBLIC ROAD, IT MUT B RMOVD IMMDIATLY.. TMPORARY KIMMR BAIN. IT PRPARATION - CLAR, GRUB, AND TRIP TOPOIL FROM ARA FOR TH PROPOD BAIN TO RMOV TR, VGTATION, ROOT, AND OTHR OBJCTIONABL MATRIAL. DLAY CLARING TH BAIN ARA UNTIL TH BRM I COMPLT AND THN RMOV BRUH, TR, AND OTHR OBJCTIONABL MATRIAL TO FACILITAT DIMNT CLANOUT. TOCKPIL ALL TOPOIL OR OIL CONTAINING ORGANIC MATTR FOR U ON TH OUTR HLL OF TH MBANKMNT TO FACILITAT VGTATIV TABLIHMNT. PLAC TMPORARY DIMNT CONTROL MAUR BLO TH BAIN A NDD.. MBANKMNT- IT HOULD B CLAN MINRAL OIL, FR OF ROOT, OODY VGTATION, ROCK, AND OTHR OBJCTIONABL MATRIAL. CARIFY ARA ON HICH FILL I TO B PLACD BFOR PLACING FILL. TH FILL MATRIAL MUT CONTAIN UFFICINT MOITUR O IT CAN B FORMD BY HAND INTO A BALL ITHOUT CRUMBLING. IF ATR CAN B QUZD OUT OF TH BALL, IT I TOO T FOR PROPR COMPACTION. PLAC FILL MATRIAL IN 6 TO 8 INCH CONTINUOU LAYR OVR TH NTIR LNGTH OF TH FILL ARA AND COMPACT IT. COMPACTION MAY B OBTAIND BY ROUTING TH CONTRUCTION HAULING QUIPMNT OVR TH FILL O THAT TH NTIR URFAC OF ACH LAYR I TRAVRD BY AT LAT ON HL OR TRAD TRACK OF HAVY QUIPMNT, OR A COMPACTOR MAY B UD. CONTRUCT TH MBANKMNT TO AN LVATION PRCNT HIGHR THAN TH DIGN HIGHT TO ALLO FOR TTLING.. CONDUIT PILLAY- PLAC TH FILL MATRIAL AROUND TH PIP PILLAY IN -INCH LAYR, AND COMPACT IT UNDR AND AROUND TH PIP TO AT LAT TH AM DNITY A TH ADJACNT MBANKMNT. CAR MUT B TAKN NOT TO RAI TH PIP FROM FIRM CONTACT ITH IT FOUNDATION HN COMPACTING UNDR TH PIP HAUNCH. PLAC A MINIMUM DPTH OF FT OF COMPACTD BACKFILL OVR TH PIP PILLAY BFOR CROING IT ITH CONTRUCTION QUIPMNT. ANCHOR TH RIR IN PLAC BY CONCRT OR OTHR ATIFACTORY MAN TO PRVNT FLOTATION. IN NO CA HOULD TH PIP CONDUIT B INTALLD BY CUTTING A TRNCH THROUGH TH DAM AFTR TH MBANKMNT I COMPLT.. MRGNCY PILLAY- INTALL TH MRGNCY PILLAY IN UNDITURBD OIL. TH ACHIVMNT OF PLANND LVATION, GRAD, DIGN IDTH, AND NTRANC AND IT CHANNL LOP AR CRITICAL TO TH UCCFUL OPRATION OF TH MRGNCY PILLAY DBD PRPARATION. VGTATIV PLAN. RMOV ROCK AND DBRI THAT COULD INTRFR ITH TILLAG AND TH PRODUCTION OF A UNIFORM DBD.. APPLY LIM AND FRTILIZR AT RAT RCOMMNDD; PRAD VNLY AND INCORPORAT INTO TH TOP.. BRAK UP LARG CLOD AND RAK INTO A LOO, UNIFORM DBD.. RAK TO LOON URFAC JUT PRIOR TO APPLYING D. DING MTHOD. BROADCAT D AT TH RCOMMNDD RAT ITH A CYCLON DR, DROP PRADR, OR CULTIPACKR DR.. RAK D INTO TH OIL AND LIGHTLY PACK TO TABLIH GOOD CONTACT. MULCH APPLY GRAIN TRA AND TACK A RCOMMNDD. MAINTNANC RD, FRTILIZ AND MULCH A NCARY. FOR LAT INTR AND ARLY PRING: DING MITUR: RY (GRAIN) - LB/ACR ANNUAL LPDZA (KOB) - 5 LB/ACR (OMIT ANNUAL LPDZA HN DURATION OF TMPORARY COVR I NOT TO TND BYOND JUN) DING DAT: JAN. - MAY FOR UMMR: DING MITUR: GRMAN MILLT - LB/ACR (A MALL-TMMD UDANGRA MAY B UBTITUTD AT A RAT OF 5 LB/ACR) DING DAT: MAY - AUG. 5 FOR FALL: DING MITUR: RY (GRAIN) - LB/ACR DING DAT: AUG. 5 - DC PRMANNT DING PCIFICATION ( PROJCT MANUAL PCIFICATION FOR FULL DTAIL) OIL AMNDMNT: FOLLO RCOMMNDATION OF OIL TT OR APPLY, LB/ACR GROUND AGRICULTURAL LIMTON AND 75 LB/ACR -- FRTILIZR MULCH: APPLY, LB/ACR TRA. ANCHOR TRA BY TACKING ITH APHALT, NTTING, OR A MULCH ANCHORING TOOL. A DIK ITH BLAD T NARLY TRAIGHT CAN B UD A A MULCH ANCHORING TOOL MAINTNANC: RFRTILIZ IF GROTH I NOT FULLY ADQUAT. RD, FRTILIZ AND MULCH IMMDIATLY FOLLOING ROION OR OTHR DAMAG OIL AMNDMNT: FOLLO RCOMMNDATION OF OIL TT OR APPLY, LB/ACR GROUND AGRICULTURAL LIMTON AND 75 LB/ACR -- FRTILIZR MULCH: APPLY, LB/ACR TRA. ANCHOR TRA BY TACKING ITH APHALT, NTTING, OR A MULCH ANCHORING TOOL. A DIK ITH BLAD T NARLY TRAIGHT CAN B UD A A MULCH ANCHORING TOOL MAINTNANC: RFRTILIZ IF GROTH I NOT FULLY ADQUAT. RD, FRTILIZ AND MULCH IMMDIATLY FOLLOING ROION OR OTHR DAMAG OIL AMNDMNT: FOLLO RCOMMNDATION OF OIL TT OR APPLY, LB/ACR GROUND AGRICULTURAL LIMTON AND, LB/ACR -- FRTILIZR MULCH: APPLY, LB/ACR TRA. ANCHOR TRA BY TACKING ITH APHALT, NTTING, OR A MULCH ANCHORING TOOL. A DIK ITH BLAD T NARLY TRAIGHT CAN B UD A A MULCH ANCHORING TOOL MAINTNANC: RPAIR AND RFRTILIZ DAMAGD ARA IMMDIATLY. TOPDR ITH 5 LB/ACR OF NITROGN IN MARCH. IF IT I NCARY TO TND TMPORARY COVR BYOND JUN 5, OVRD ITH 5 LB/ACR KOB LPDZA IN LAT FBRUARY OR ARLY MARCH. TMPORARY DING CHDUL RVIION NGINR' AL: 7- PROJCT # JANUARY, 8 DAT: RV. DAT COMMNT RV RV DAT DIGN BY: HILD NGINRING, INC. RV RV DAT DRAN BY: 8 MARION T HLBY, NC 85 DRAING NO: HT TITL: RV RV DAT D APPROVD: N/A CAL: ROION CONTROL MICLLANOU NOT 6 RV RV DAT TAGGART CRK ROAD CHARLOTT, NC 88 Phone: