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Home My WebLink AboutSW6170301 (7)VICINITY MAP NOT TO SCALE GRADING NOTES 1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE PAVEMENT, UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. 7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. S. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. 11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. 1 2 I TEMPORARY SKIMMER BASIN #1 L=100', W=55', D=2' N/F SIDE SLOPES= 2:1 ASBY HOLDINGS LLC TOP OF BASIN: 155.50' LEGEND: IZSI DB 9571, PG 355 BOTTOM OF BASIN: 152.50' \ 2 / EGM,, ECM -EXISTING CONCRETE MONUMENT PB 138, PG 99 15' EMERGENCY SPILLWAY: 154.50' N/F EIP Oo EIP-EXISTING IRON PIPEINVERT OF SKIMMER: 15250' C&W PROPERTIES EIR s/$„ . Op DB 8979, PG 41 EIR-EXISTING IRON ROD — �--. ERB SIDE SLOPES OF BASIN ARE TO PB 11, 42 EIS I, 1 BE SEEDED WITHIN SEVEN DAYS. CONTROL CORNER EPKO EIS -EXISTING IRON STAKE �� **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) N 418,900.173 O EPK-EXISTING PK NAIL N/F 20' ACCESS EASEMENT WITH 1.1" ORIFICE FOR DEWATERING THE E 2,043,009.201 ERBO ERB-EXISTING REBAR ASBY HOLDINGS LLC PB 138, PG 99 SEDIMENT BASIN DURING CONSTRUCTION.NC GRID NAD 83 I 1/2" (2011) EI� I o COMPUTED POINT DB 9571, PG 355 - 2011 ECM N/F - NOW OR FORMERLY PB 138, PG�29 —ERB, __-___ ERB — — R/W - RIGHT OF WAY—ERB- o I 1 / RCP -REINFORCED CONCRETE PIPE �oct N/F P \ MARY RIDDLE MORGAN, PROPERTY LINE �, - oPL - - -OLD PROPERTY LINE N/F EDWARD BRITT RIDDLE, RIP RAP DISSIPATER / JEFFERY BRUCE RIDDLE 1 I LONNIE B. SIMMONS & WIFE,L=3' W=1 /3' 20' DRAINAGE ` & MICHAEL KEITH RIDDLE ADJACENT PROPERTY LINE SHIRLEY IVEY SIMMONS EASEMENT N/F DB 4691, PG 303 Dao=B" D.ac=DB 8317, PG 150 12" d' / TIMOTHY WILSON MOORE & WIFE, TRACT 2 1 2 CLASS B 18" THICK \ TIE LINE / -- RIGHT-OF-WAY / /`° 12 1 TAMMY LYNN PG 02100E —EIR ° 1 -SETBACK LINE N/F sD STORM DRAINAGE ROBERT C. NORRIS, JR. & WIFE, ' \_ 1 N 1 OVERHEAD UTILITY JOYCE RENEE NORRIS `� / I N/F - EDGE OF WATER DB 5014, PG 767 MARY RIDDLE MORGAN, o 1 EDWARD BRITT RIDDLE, 1 PERMANENT EASEMENT ( JEFFERY BRUCE RIDDLE 1 0 1 LP 4 11 &MICHAEL KEITH RIDDLE ; y X FENCE LINE TRACT 1 v Q TREE LINE N/F 155.19 %0 DB 8317, PG 150 (T1 1 BENCHMARK STEWART EUGENE SIMMONS r- 7J 1 5�N SIGN DB 3540, PG 533 , 1 $ O O 1 rnNK TANK _ Ip E.W. TOLARFIVAC / 1 m EB ELECTRICAL BOX (PINF NCHED) �> \ Voc� & WIFE, PID FEB] UTILITY POLE \ 1 < KATIE STARLING TOLAR ! TEMPORARY C GUY WIRE DITCH #4 `� <oc DPB621, PC 15, PG 421 3/4" EIP ENTRANCE CONSTRUCTION HARDWOOD TREE N/F SEED7WDAYS \ ��C / \ < CONTROL CORNER (PINCHED)( / N 418,245.005 DITCH #2 1 GRAVEL RICHARD J. SMALL & WIFE,`$> < g' O 1 8. E 2,042,748.083 SEED WITHIN 1 'A $� VpG \ NC GRID NAD 83 7 DAYS _ 53.25 LF ® 0.76% 24" RCP CONCRETE JESSICA W. SMALL 0 BUILDINGS DB 8859, PG 24 16 \ / \g 1518. 8 3/4'(2EIP1) INV 150P717 RIP,RAP DISSIPATER 18 WATER O > <g> 158.03 - - 9 \ l . (PINCHED) 54 " Dao -10" Du /15" PROPOSED EASEMENT RIP RAP DISSIPATER % INV 150.30 CLASS 1 22.5" THICK \ O < \ �, L=12' W=6/14 � — Doc— Doc— LIMITS OF CONSTRUCTION 1" `$> TEMPORARY > i C Dw--8" Du�12" 155 > " /�' 44.11 LF ® 0.49% 24" RCP ERB STOCKPILE s N < v INV 149.61 4 — sF SF — \ CLASS B 18" THICK x' • � AREA < \ �- G `� i � /o° I P-8 1 — ,M — ,IN — s� $ 2 �cF �iDITCH #1 —DIV —DIV — > N \ CB SEED WITHIN `� ` RIP RAP DISSIPATER > INV 152.48 17 / � < / 7 DAYS � L=12' W=6/14 ® INLET PROTECTION LIMITS OF CONSTRUCTIONO <g / g' y�P-4 /�o� INV 149.39 Dao=B" D.Ax--12" m CLASS B otO N/F LILLIAN M. WILSON DB 5739, PG 335 PB 107, PG 74 EROSION CONTROL NOTES 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 910-433-3300 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR APPROVE THE ACTION PRIOR TO REMOVAL. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ACTIVITY. 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF CONSTRUCTION. 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN. 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS JAMES SMITH. CONTACT 910-483-3471. ? 1(�?O/ IJ EXISTING ANGLE IRON 5/8" ERB 1/2" ERB / I / TEMPORARY SEDIMENT TRAP #3 4 i L=60', W=25', D=2' SIDE SLOPES= 2:1 N/F TOP OF TRAP: 154.2' FREDRICK C. GREEN, JR. & WIFE, BOTTOM OF TRAP: 151.2' ALEXSONDRIA PENDERGRASS GREEN 8' EMERGENCY SPILLWAY: 153.2' THICK 13.2 AC > V,oc 44.87 LF ® 0.49% 24 RCP--,4 CP S / 4 / `�� IN s�V 152.70% �� 1 �� RIP RAP DISSIPATER L=9' W=4.5/10.5 I 18 �Vcc/ sF ��- ��O I INV 152.93 / Dao --8" D.=12" DITCH #3 '`b INV 146.81 CLASS B 18" THICK LINE WITH NAG S75 37.19 LF ®1.61% 24" RCP �P-2 48.38 LF @ 1.44% 18' RCP EROSION CONTROL \ P-9 1 \ / 6 -' 52.90 LF ® 0.52% 18" RCP ��/� BLANKET OR EQUAL RIP RAP DISSIPATER INV 153.63 STAPLE PATTERN D L=16' W=6 18 sF INV 154.04 � / `�> s O TEMPORARY` \ / P,� � - - INV 146.21 � Daa=10" DM�15" .5 STOCKPILE \ �� E�� RIP RAP DISSIPATER `� r CLASS B 22.5" THICK 19 � AREA L-9' W=4.5/10.5 S > r O� O 153.77 CLASS B 18" THICK Dao=B" DMex=12" \ ` 1 1 r 1 ERB CONTROL CORNER �� Q// ` • • • ` - \) lr • • N 419,108.290 EXISTING > �� • 1 E 2,042,090.263 T—POST —� 52.71 LF ® 0.34% 18" RCP / i - EPK RIP RAP DISSIPATER NC GRID NAD 83 / i 1 (2011) L=9' W=4.5/10.5 $ �'"� •��•+``•-•. •• EXISTING Dm=B" DmAx=12" T—POST CLASS B 18" THICK 00 INV 154.83 P-1 ROCK INLET,/ - �,f� XISTIN INV 154.65 PROTECTION j • + FANG EG 1 (T�) IRON 1 V / — 21 JURISDICTIONAL NOTIFICATION OF COMBINED SELF -(MONITORING AND WETLANDS SELF -INSPECTION FORM: VpP/ / pp++••+, cF/ / THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN �� ®J - - �" • •' `+' �' 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR 157 �/ + • • • • • LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF •• • • EROSION AND ESEDME TATIONPROJECT TO MCONTROAKE LEPLANTIS BEING THE PROVED 15`•••+•'••••• / �. .`.,,. FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE RIP RAP DISSIPATER '�- / ' P-5 s INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. ... . . . . . . . INV 152.75 L=16' W=6/18 • ' �. CLASS IV Dw--10" Dnax=15" 36 s .''•'•'•' TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS i CLASS 1 22.5' THICK . �,`,',`,'.`+`•'� V AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR INV 152.05 ' . . _ �g, ' "`, ,',`.`,'.'• • DEVELOPED A COMBINED FORM. THE SELF INSPECTION / \'`� DIVERSION BERM ;5 • + _ PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING „ 55.85 LF ®1.26% 24' RCP TO BE SEEDED r — • `• • • f� 2 �� PROGRAM OF THE NPDES STORMWATER PERMIT FOR WITHIN 7 DAYS (TYP) . ' W ` `� CONSTRUCTION ACTIVITIES. THE FOCUS OF THE DB 9988, PG 839 SIDE SLOPES OF BASIN ARE TO � 1 DIVERSION � � TEMPORARY SKIMMER BASIN #2 / � � N/F SELF -INSPECTION REPORT IS THE INSTALLATION AND PB 137, PG 161 BE SEEDED WITHIN SEVEN DAYS. & `;' I MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL THOMAS B. CURLE, TRUSTEE, �? $> DITCH \ LSIDE W=65', D=2' MEASURES ACCORDING TO THE APPROVED PLAN. THE THOMAS B. CURLE TRUST 1/2" / SIDE SLOPES= 2:1 DB 6017, PG 461 INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF PB 124, PG 42 Els 33 o TOP OF BASIN: 154.50' THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND I 3/4" " `b> \ ' BOTTOM OF BASIN: 151.50' EXISTING COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: f, 5 % ERB / \ 15' EMERGENCY SPILLWAY: 153.50' HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION INVERT OF SKIMMER: 151.50' \ 23 a'/ $ '�' SIDE SLOPES OF BASIN ARE TO N/F IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, N/F l h^ /( > >s \ BE SEEDED WITHIN SEVEN DAYS. ^ HIRAM TOLAR HEIRS PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT JAMES H. SMITH, JR. & WIFE, / <g, \ < ' '**ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) CEMETERY I (910) 433-3300. SANDRA A. SMITH / WITH 1.2" ORIFICE FOR DEWATERING THE DB 59, PG 12 26 DB 4113, PG 892 SEDIMENT BASIN DURING CONSTRUCTION. I JHS GRAYS CREEK PROPERTIES, LLC / l �s 2i < J DB 9802, PG 174 tik �� 0' 20' DRAINAGE? t / _ PB 137, PG 161 O t - JURISDICTIONAL A7.4 �� O� EASEMENT E c RIP RAP DISSIPATER WETLANDS / L=3' W=1 /3' ° DITCH #5 157. ao= D8" DwAx=12" / 15712 \o,� > G�� SEED WITHIN - CLASS B 18" THICK\ \ / CONSTRUCTION SEQUENCE f\ 3 ERB ERB L �O�' \ J, / l,REMOVE \ / 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND EXISTING t HOLD PRE CONSTRUCTION CONFERENCE. CROSS PIPE 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT N/F 152 c^ t \ ��20' DRAINAGE�� >S- � �` FENCE, CHECK DAMS, DIVERSION BERMS, AND DIVERSION DIAMOND BUILDERS �7_ 00� 5 / RIP RAP DISSIPATER DITCH WHERE SPECIFIED. EASEMENT �. L=20' W=7.5/22.5' �� 30 3. CONSTRUCT TEMPORARY SKIMMER BASINS AND TEMPORARY OF HOPE MILLS, INC. ,INV 149.80 DB 9900, PG 562 IN '150.01 J i 'c t Dao=10" Dw�x=15' — Oc 25 � s \ � SEDIMENT TRAPS. PB 137, PG 161 %? 0� �' CLASS 1 22.5" THICK /� S• �� 5 .93 4. CLEAR AND GRUB THE SITE AS NEEDED. -. SILT FENCE � 3/4" DITCH #7 P_ �S �<� L 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING r �� TO BE REMOVED \\ / g 2ERB AFTER INSTALLATION SEED WITHIN / CLASS IV 3 X 44.00 LF ® / 157.39 TO AREAS REMAIN GRASSED. 7 DAYS , 0.47% 24" RCP — LO 1 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. N F OF ROADWAY DITCH , / /RCP DIAMOND BUILDERS 24 20' DRAINAGE/� / z 157.51 OF HOPE MILLS, INC. O EASEMENT DB 9917, PG 575 DITCH #6 PB 137, PG 161 7 SEED WITHIN A:)7 3 4 , 7 DAYS ��T �00A ERB /� CHECK DAM 301-00, WITH WEIR N/F ` 30' VEGETATED / 7ISDICTIONAL- (TYP)VANDER BUILT STREAM SETBACK �;' /STREAM HOMES OF NC, LLC DB 9913, PG 823 3/4 z i TEMPORARY SEDIMENT TRAP #4 PB 137, PG 161 ERB L=60', W=25', D=2' - - SIDE SLOPES= 2:1 —� TOP OF TRAP: 155.2' J BOTTOM O 8' EMERGENCY F 2 SPILLWAY: 154.2' Know what's below. — Call before you dig. N/F SIDE SLOPES OF BASIN ARE TO WILLIAM E. BROWN, JR. & WIFE, BRENDA M. BROWN DB 8843, PG 797 2" EIP 2 N/F THOMAS B. CURLE, TRUSTEE, THOMAS B. CURLE TRUST DB 6017, PG 461 PB 124, PG 42 7. INSTALL INLET PROTECTION ON ALL NEW STORM PIPES. 8. PERFORM FINE GRADING. 9. INSTALL AND PREPARE BASE COURSE. 10. PAVE ROADWAYS AND PARKING LOTS. 11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED 29 AREAS. 12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO - REMOVE ALL TEMPORARY MEASURES. 13. AFTER THE SITE HAS BEEN STABILIZED, REMOVE THE TEMPORARY SKIMMER BASINS AND SEDIMENT TRAPS AND INSTALL THE PERMANENT SWALES FOR THE SITE. 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. 1/2" ERB AT THE BASE OF A DISTURBED EIS 100 GROUND STABILIZATION CHART SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, 1177 SWALES, DITHCES 7 DAYS NONE AND SLOPES HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 OR 7 -DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH NONE ALL OTHER AREAS (EXCEPT FOR WITH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 HQW ZONES) GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 400 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 off ce 1910-426-6777 tax 910-426-5777 license number C-2354 www.4Dsitesotutions.com ``��` CARO ♦ .•� SS �i • Q SEA 02 �� O 11 1111'6 U3-2 7-1^7 REVISIONS PROJECT NAME JAMES PLACE SUBDIVISION (ZERO LOT LINE DEVELOPMENT) GRADING AND EROSION CONTROL PLAN CLIENT JHS GRAYS CREEK PROPERTIES, LLC. 918 Cedar Creek Road Fayetteville, North Carolina 28306 Phone: (910) 483-3471 Fax: (910)483-9978 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1177 DRAWING SCALE HORIZONTAL: 1"=100' DATE RELEASED MARCH 27, 2017 SHEET NUMBER VICINITY MAP NOT TO SCALE LEGEND: ECMO, ECM -EXISTING CONCRETE MONUMENT EIP Oo EIP-EXISTING IRON PIPE EIR Oo EIR-EXISTING IRON ROD EIS O EIS -EXISTING IRON STAKE EPK0 EPK-EXISTING PK NAIL ERB0 ERB-EXISTING REBAR o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY RCP - REINFORCED CONCRETE PIPE PROPERTY LINE - OPL - - -OLD PROPERTY LINE ADJACENT PROPERTY LINE TIE LINE RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE OVERHEAD UTILITY - EDGE OF WATER PERMANENT EASEMENT CONSTRUCTION SEQUENCE 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE CONSTRUCTION CONFERENCE. 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE, CHECK DAMS, DIVERSION BERMS, AND DIVERSION DITCH WHERE SPECIFIED. 3. CONSTRUCT TEMPORARY SKIMMER BASINS AND TEMPORARY SEDIMENT TRAPS. 4. CLEAR AND GRUB THE SITE AS NEEDED. 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN GRASSED. 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. 7. INSTALL INLET PROTECTION ON ALL NEW STORM PIPES. 8. PERFORM FINE GRADING. 9. INSTALL AND PREPARE BASE COURSE. 10. PAVE ROADWAYS AND PARKING LOTS. 11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY MEASURES. 13. AFTER THE SITE HAS BEEN STABILIZED, REMOVE THE TEMPORARY SKIMMER BASINS AND SEDIMENT TRAPS AND INSTALL THE PERMANENT SWALES FOR THE SITE. 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. X FENCE LINE TREE LINE BENCHMARK SEN SIGN TANK TANK Ao HVAC UNIT EB ELECTRICAL BOX PID • UTILITY POLE C GUY WIRE HARDWOOD TREE 0 GRAVEL 0 CONCRETE 0 BUILDINGS 0 WATER PROPOSED EASEMENT - Loc- Loc- LIMITS OF CONSTRUCTION - SF SF - - DIV DIV - ® INLET PROTECTION EROSION CONTROL NOTES 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 910-433-3300 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR APPROVE THE ACTION PRIOR TO REMOVAL. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ACTIVITY. 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER C3.3 C3.1 C3.2 SHEET KEY 0 cN ��NE ��,✓ Vim/ / � / TEMPORARY STOCKPILE AREA 0 \' V 71 LF ® 0.34% 18" RCP i �j15� 154.83 /i_ P-1 'I-,PROTECTI (TYP) GRADING NOTES 1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE PAVEMENT, UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. 7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. 8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE N/F TIMOTHY WILSON MOORE & WIFE, 1 1 NOTIFICATION OF COMBINED SELF-MONITORING AND TAMMY LYNN MOORE 1 1 SELF -INSPECTION FORM: DB 9250, PG 210 N/F 1 N 1 THE SEDIMENTATION POLLUTION CONTROL ACT WAS MARY RIDDLE MORGAN, EDWARD BRITT RIDDLE, 1 AMENDED IN 2006 TO REQUIRE THAT PERSONS JEFFERY BRUCE RIDDLE1 70 1 RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES & MICHAEL KEITH RIDDLE o N 1 INSPECT A PROJECT AFTER EACH PHASE OF THE TRACT 1 1 ?!1 PROJECT TO MAKE SURE THAT THE APPROVED T DB 8317, RA 1 150 EROSION AND SEDIMENTATION CONTROL PLAN IS BEING 1 1 FOLLOWED. RULES DETAILING THE DOCUMENTATION OF 1 O 1 THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. fn TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DWQ 1 Z 1 AND DEMLR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. p THE FOCUS OF THE SELF -INSPECTION REPORT IS THE 1 1 INSTALLATION AND MAINTENANCE OF EROSION AND 1 1 SEDIMENTATION CONTROL MEASURES ACCORDING TO 1 1 THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND N/F ► 1 ESTABLISHED. THENTIL FORM CAN BEE NT ACCEOSSED UND AT: IS E.W. TOLAR & WIFE, 1 1 HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION KATIE STARLING TOLAR 1 DB 621, PG 291 IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE PB 15, PG 42 FORM, PLEASE CONTACT THE FAYETTEVILLE REGIONAL 1 1 OFFICE AT / Loc �� I 1 1 (910) 433-3300. SF 4% 1 / \3/4" EIP TEMPORARY W, (PINCHED) CONSTRUCTION DITCH #2 -r ENTRANCE 58 58 SEED WITHIN 1 / LP $\ 7 DAYS 53.25 LF @ 0.76% 24" RCP r 1 CONTROL CORNER INV 150.71 ( N 418,245.005 iii 1 4 I g' C2 1042,748.083 NGRID NAD 83 / 1 S I (2011) }'' P-7 158.03 I • 154 RIP RAP DISSIPATER (PINCHED) " EIP L=16' W=6/18 INV \ 150.30 D5o=10" DmAx-15" `� ^��, �; -� CLASS 1 22.5" THICK \ C RIP RAP DISSIPATER L=12' W=6/14 Dso-8" Dw,x=12' l�/ 155 °o�/INV 149.61 44.11 LF ®0.49% 24" RCP \ \ 1/ 1 CLASS B 18" THICK` ISF ��p0 � -- g, \ LOCLOC �� /� i \ P-8 00 r DITCH #1 RIP RAP DISSIPATER `o_CiG � �� / `b S / SEED WITHIN x,002N \ /°OA 7 DAYS INV 149.39 ` L=12' W=6/14 INV 152.48 °p, r Dw--8" DuAx=12" � 19, P-4 /��/ A `b CLASS B 18" THICK 44.87 LF ® 0.49% 24" RCP 00, $ 1 ��/ / `n��0 INV 152.70 ` 1 00, LINE DITCH #3 S75 1 O r 1 P-3 EROSION CONTROL 0 S \ INV 152.93 RIP RAP DISSIPATER � • t ' INV 146.81 BLANKET OR EQUAL o° L=9' W=4.5/10.5 STAPLE PATTERN D 1 D5r,=8" DmAx=12" r 37.19 LF ® 1.61% 24" RCP 48.38 LF ® 1.44% 18" RCP CLASS B 18" THICK �°> 1 P-2 INV 153.63 52.90 LF ® 0.52% 18" RCP �� 1 / 1 y1 RIP RAP DISSIPATER INV 153.77 ", L=16' W=6/18 INV 154.04 4 �/ INV 14621 D5o=10" DrAx=15" CLASS B 22.5" THICK RIP RAP DISSIPATER , F �C L=9' W=4.5/10.5 > CLASS B 18" THICK \ _8 D_ 1 1 gi EPK 1 OOH J. � 1 s °o sF ap// 1 1 EXISTING 1 .5 7p� / / % ANGLE 1 / I IRON 1 / ` 1 • 1 GROUND STABILIZATION CHART / ' JURISDICTIONAL WETLANDS / i i 7A / 0 ZF i f� 2 \ i N/F THOMAS B. CURLE, TRUSTEE, THOMAS B. CURLE TRUST DB 6017, PG 461 / PB 124, PG 42 SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, 1177 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION SWALES, DITHCES 7 DAYS NONE AND SLOPES DRAINAGE PATTERNS. 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD Know what's below. HIGH QUALITY CONSTRUCTION. BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO WATER (HQW) 7 DAYS NONE ZONES 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS IMPLEMENTATION OF THE CHANGE. Call before you dig. I `1'4,0 IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 B3 i2 IN FEET ( ) NOT STEEPER THAN 2:1, HIRAM TOLAR HEIRS 14 DAYS ARE ALLOWED SLOPES 3:1 OR TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. 7 -DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH NONE ALL OTHER AREAS (EXCEPT FOR WITH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 HQW ZONES) IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM I GRAPHIC SCALE DEVELOPMENT. WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL BE PROJECT NUMBER: 1177 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL / CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF DRAINAGE PATTERNS. 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD Know what's below. 50 0 25 50 100 200 NC CONSTRUCTION. BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO GRI 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS IMPLEMENTATION OF THE CHANGE. Call before you dig. I `1'4,0 NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN. 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT 11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 N/F B3 i2 IN FEET ( ) HIRAM TOLAR HEIRS ARISE ON SITE IS JAMES SMITH. CONTACT 910-483-3471. TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. CEMETERY I 1 inch = 50 ft. DB 59, PG 12 Me an 400101101ft I THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com N , •' / �� ♦ .•� E SS 0 • • Q 40 SEA •: 02 - Z//;/, '' ,0T 1111%� U3-2 7-1^7 REVISIONS PROJECT NAME JAMES PLACE SUBDIVISION (ZERO LOT LINE DEVELOPMENT) DETAILED GRADING AND EROSION CONTROL PLAN CLIENT JHS GRAYS CREEK PROPERTIES, LLC. 918 Cedar Creek Road Fayetteville, North Carolina 28306 Phone: (910) 483-3471 Fax: (910)483-9978 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1177 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED MARCH 27, 2017 SHEET NUMBER G3.1 �NROS �2Q oPo G) TA SITE \ 0Pq \ (01, \ \ \ NORTH VICINITY MAP NOT TO SCALE CONSTRUCTION SEQUENCE 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE CONSTRUCTION CONFERENCE. 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE, CHECK DAMS, DIVERSION BERMS, AND DIVERSION DITCH WHERE SPECIFIED. 3. CONSTRUCT TEMPORARY SKIMMER BASINS AND TEMPORARY SEDIMENT TRAPS. 4. CLEAR AND GRUB THE SITE AS NEEDED. 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN GRASSED. 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. 7. INSTALL INLET PROTECTION ON ALL NEW STORM PIPES. 8. PERFORM FINE GRADING. 9. INSTALL AND PREPARE BASE COURSE. 10. PAVE ROADWAYS AND PARKING LOTS. 11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY MEASURES. 13. AFTER THE SITE HAS BEEN STABILIZED, REMOVE THE TEMPORARY SKIMMER BASINS AND SEDIMENT TRAPS AND INSTALL THE PERMANENT SWALES FOR THE SITE. 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. \ N/F / LILLIAN M. WILSON DB 5739, PG 335 PB 107, PG 74 LEGEND: STABILIZATION EGM[, ECM -EXISTING CONCRETE MONUMENT DESCRIPTION EIP Oo EIP-EXISTING IRON PIPE 5/8" EIR Oo EIR-EXISTING IRON ROD ERB EIS 0 EIS -EXISTING IRON STAKE SWALES, DITHCES EPKO EPK-EXISTING PK NAIL NONE ERBO ERB-EXISTING REBAR 3/4, ERB / o COMPUTED POINT N/F - NOW OR FORMERLY 7 DAYS R/W - RIGHT OF WAY ZONES RCP - REINFORCED CONCRETE PIPE I PROPERTY LINE - oPL - - - OLD PROPERTY LINE EXISTING ANGLE IRON RIP RAP DISSIPATER \ L=9' W=4.5/10.5 Dao=8" Dwuc=12' CLASS B 18" THICK V sF INV.'154.65 CO / / V� -4/ 0O / Voc o0 �G C3.3 L C3.1 t cs.2 SHEET KEY V01- op, -Z, VCP 7A i CP z Vd:,/ �j'O GROUND STABILIZATION CHART SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, I / SWALES, DITHCES 7 DAYS NONE AND SLOPES 3/4, ERB HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 -- _ NOT STEEPER THAN 2:1, 0 14 DAYS ARE ALLOWED SLOPES 3:1 OR 7 -DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET CONSTRUCTION DEVELOPMENT. N/F IN LENGTH EIP-- / �l NONE ALL OTHER AREAS WILLIAM E. BROWN, JR. (EXCEPT FOR WITH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 BRENDA M. BROWN HQW ZONES) GRADING NOTES 1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE PAVEMENT, UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND INV 152.75 RIP RAP DISSIPATER AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE ADJACENT PROPERTY LINE / / ° \ 36 y STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A L=16' W=6 18 �` SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE TIE LINE _ .Dao=10" DmAx--15" \ <° �� NOTIFIED. RIGHT-OF-WAY \ 4 / f CLASS 1 22.5" THICK o 7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED -SETBACK LINE moo' P-5 \ \ WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. CLASS IV INV 152.05 \ q, �' 8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SIDSTORM DRAINAGE REE RCP SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. OVERHEAD UTILITY FREDRICK C. GREEN, JR. &WIFE, DIVERSION BERM 35 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN ALEXSONDRIA 88,PISGRASS GREEN \ <� TO BE SEEDED O A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL - EDGE OF WATER DB 9988, PG 839 55.85 LF ®1.26% 24" RCP , / WITHIN 7 DAYS (TYP) PB 137PG 161 / DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE PERMANENT EASEMENT �' \ CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY X FENCE LINE \ DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE TREE LINE �' �- ''o \ REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF BENCHMARK / Y'> 34 THE CHANGE. EEI SIGN �,/ \ 11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL TANK TANK BE LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION D TEMPORARY SEDIMENT TRAP #3 v S, \ CONTROL BLANKET OR EQUAL SUBSTITUTE. FAcl HVAC UNIT L=60', W=25', D=2' SIDE SLOPES= 2:1 FEB] ELECTRICAL BOX PP TOP OF TRAP: 154.2' • UTILITY POLE t/2" Els BOTTOM OF TRAP: 151.2' / 33 \ TEMPORARY SKIMMER BASIN #2 C• GUY WIRE- EMERGENCY SPILLWAY: 153.2' \ O L=125', W=65', D=2' o SIDE SLOPES OF BASIN ARE TO SIDE SLOPES= 2:1 - HARDWOOD TREE � 3/4^ �' `�> � � BE SEEDED WITHIN SEVEN DAYS. / / TOP OF BASIN: 154.50' EXISTING - 0GRAVEL \�\ ERB /� \ \ / BOTTOM OF BASIN: 151.50' T -POST 0 CONCRETE �y to 15' EMERGENCY SPILLWAY: 153.50' 0 BUILDINGS > �' INVERT OF SKIMMER: 151.50' l 0 WATER $ 4 \ DIVERSION / SIDE SLOPES OF BASIN ARE TO I a ( 23 PROPOSED EASEMENT V $ \ DITCH o, BE SEEDED WITHIN SEVEN DAYS. I O / *ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) - Loc- Loc- LIMITS OF CONSTRUCTION �--� I 1 / \ / \ \ / WITH 1.2" ORIFICE FOR DEWATERING THE I -SIF - SF - 5 ; ° �� , `� uo >s/ <q, r •' / SEDIMENT BASIN DURING CONSTRUCTION. _ N F _ -'N JN - N/F - �� \ oivr / w HIRAM TOL/AR HEIRS - Div - Div - JAMES H. SMITH, JR. & WIFE, CEMETERY I $ ` � g / - w �, a DB 59, PG 12 J INLET PROTECTION SANDRA A. SMITH � � �' < \ > /' DB 4113, PG 892 JHS GRAYS CREEK PROPERTIES, LLC <g, DB 9802, PG 174 �\ J ' °x�<4 3 PB 137, PG 161 Y J Y JURISDICTIONAL EROSION CONTROL NOTES �\ `$ 20' DRAINAGEWETLANDS ' I 1 - - / lI EASEMENT 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH 157.41 4\°�� ' , '4, � I-- LOC loc � / �, / ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND \ �\ "°> INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY / °'�� ❑ / / 31 ` / 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO RIP RAP DISSIPATER I `�` \� \;'/ LONGER DRAINS PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT $ <, �/ L=3' W=1/3' 1 .4 ° 'A. 00. > G ♦ DITCH #5 Dsr;=8" DM 12" FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL fn BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. 157.12 \\� \ �% to • / SEED WITHIN CLASS B 18" THICK 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO °2 4 i7 DAYS , / 5/8" 3/4" 0 Vo, s < � �� REMOVE ♦ / CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED ERB ERB > EXISTING % / BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST \ °��<�+ \ F� 2� \ < / �/ CROSS PIPE / • POSSIBLE POINT DURING CONSTRUCTION. \ CDC\ / 1 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH 3 CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. �� 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 N/F 0', 307 152 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 910-433-3300 DIAMOND BUILDERS 00� 20 DRAINAGE ooi ��2 �7 / EASEMENT 307 mss �s RIP RAP DISSIPATER Know what's b@IOW. 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC OF HOPE MILLS, INC. � 007 INV 149.80 AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING DB 9900, PG 562 D01 307 ` L=20' W=7.5/22.5' 30 ,� Call before you dig. OCCURS. PB 137, PG 161 TEMPORARY SEDIMENT TRAP #4, 007 Dw=10" D.uc=15" L=60', W=25', D=2' ZINV 150.01 �>. <�, LOC- LOC 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY PUBLIC OR � � CLASS 1 22.5" THICK oc _ � \� SIDE SLOPES= 2:1 s s / ` 00 PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, `` STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL TOP OF TRAP: 155.2' z 4 EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. 1 BOTTOM OF TRAP: 152.2 / 00.�s Asa s� TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE I 8' EMERGENCY SPILLWAY: 154.2' / P-6 "sem 400 / / 57.93 , FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 3/4" SILT FENCE SIDE SLOPES OF BASIN ARE TO CLASS IV s� P \ NOTIFICATION OF COMBINED SELF-MONITORING AND ERB DITCH 7 / i < HOURS. TO BE REMOVED BE SEEDED WITHIN SEVEN DAYS. # RCP s2---$ SELF -INSPECTION FORM: 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL AFTER INSTALLATION SEED WITHIN / -6 � THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION __ OF ROADWAY DITCH 7 DAYS > 3 X 44.00 LF ®°O\ 157.39 � / � / / 0.47% 24" RCP � 10c��oc--� �' THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, f' �� / \ SF 5 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 2 i / / / `'0, / V SF SF / n LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN / / / \ PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING N/F I / i EROSION AND SEDIMENTATION CONTROL PLAN IS BEING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO DIAMOND BUILDERS / FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION OF HOPE MILLS, INC. I 24 20' DRAINAGE / / \ 157.51 / DB 9917, PG 575 EASEMENT � � / � _ , f�� INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND PB 137, PG 161 TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS ( / / / OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON 1 / �s AREAS TO BE PAVED.DITCH #6 / AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR / 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE PROTECTED I ♦ / SEED WITHIN DEVELOPED A COMBINED FORM. THE SELF -INSPECTION AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN / 7 DAYSQ° PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING CHECK DAM ESTABLISHED, IT IS RECOMMENDED THAT NCDENR APPROVE THE ACTION PRIOR TO / / 007 - / PROGRAM OF THE NPDES STORMWATER PERMIT FOR REMOVAL. - / \007 CONSTRUCTION ACTIVITIES. THE FOCUS OF THE 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION 3/4' I ♦ WITH WEIR \ X001 29 SELF -INSPECTION REPORT IS THE INSTALLATION AND OF CONSTRUCTION ACTIVITY. ERB 1 / / ♦�♦ (TYP) 001 _001 -301 �001 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL / MEASURES ACCORDING TO THE APPROVED PLAN. THE OTHER CONSTRUCTION ACTIVITIES. �--� ♦ / ♦ �__. INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. ��-'� / �♦ JURISDICTIONAL COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND N/F 30' VEGETATED / ♦ STREAM 28 HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS VANDER BUILT STREAM SETBACK ♦ / . THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN HOMES OF NC, LLC IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, ALL PRACTICES AS DESIGNED. DB 9913, PG 823 ♦♦ / PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE PB 137, PG 161 /' ♦♦; % ♦ (910) 433-3300. NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER SEAN DRAWN BY: CALEB CHECKED BY: SCOTT ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF I / GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT 3/4, ERB / GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT ♦ TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS - -- _ 0 GRAPHIC SCALE OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF 2" CONSTRUCTION DEVELOPMENT. N/F EIP-- / �l 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES SHOWN WILLIAM E. BROWN, JR. &WIFE, f� �\2,i so o zs so too zoo AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING THE BRENDA M. BROWN COURSE OF CONSTRUCTION. DB 8843, PG 797 N/F 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED THOMAS B. CURLE, TRUSTEE, ACCORDING TO THE DETAILS HEREIN. THOMAS B. CURLE TRUST ( IN FEET ) 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS JAMES DB 6017, PG 461 SMITH. CONTACT 910-483-3471.PB 124, PG 42 1 inch = 50 ft. THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED site solutions Civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, INC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com 001111111111, .•� SS �i • Q SEA •: 02 ' �� O 11 1111%� U3-2 7-1^7 REVISIONS PROJECT NAME JAMES PLACE SUBDIVISION (ZERO LOT LINE DEVELOPMENT) DETAILED GRADING AND EROSION CONTROL PLAN CLIENT JHS GRAYS CREEK PROPERTIES, LLC. 918 Cedar Creek Road Fayetteville, North Carolina 28306 Phone: (910) 483-3471 Fax: (910)483-9978 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1177 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED MARCH 27, 2017 SHEET NUMBER C-3.2 0`NERRoPo y -SNR SR22a �y 74 I TA SITE op9 (01\ \ \ \ NORTH VICINITY MAP NOT TO SCALE LEGEND: ECMO, ECM -EXISTING CONCRETE MONUMENT EIP 0 EIP-EXISTING IRON PIPE EIR OO EIR-EXISTING IRON ROD Els 0 EIS -EXISTING IRON STAKE EPKO EPK-EXISTING PK NAIL ERB O ERB-EXISTING REBAR o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY RCP - REINFORCED CONCRETE PIPE PROPERTY LINE - oPL - - -OLD PROPERTY LINE ADJACENT PROPERTY LINE TIE LINE RIGHT-OF-WAY -SETBACK LINE SD STORM DRAINAGE OVERHEAD UTILITY - EDGE OF WATER PERMANENT EASEMENT X FENCE LINE TREE LINE BENCHMARK s, N SIGN TANK TANK - HVAC UNIT EB ELECTRICAL BOX PP 0 UTILITY POLE C• GUY WIRE HARDWOOD TREE 0 GRAVEL CONCRETE 0 BUILDINGS 0 WATER PROPOSED EASEMENT - Loc- Loc- LIMITS OF CONSTRUCTION - SF - SF - - JN JN - - DIV - DIV - ® INLET PROTECTION GRADING NOTES 1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE PAVEMENT, UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. 7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. 8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. 11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. ('1�1 \ N /F / ASBY HOLDINGS LLC DB 9571, PG 355 PB 138, PG 99 1/2" ERB N /F LONNIE B. SIMMONS & WIFE, SHIRLEY IVEY SIMMONS DB 4691, PG 303 N /F 14 ROBERT C. NORRIS, JR. & WIFE, JOYCE RENEE NORRIS DB 5014, PG 767 N /F STEWART EUGENE SIMMONS DB 3540, PG 533 1" EIP (PINCHED) N /F RICHARD J. SMALL & WIFE, JESSICA W. SMALL DB 8859, PG 24 1 '• - -ERB r'1�1 N /F LILLIAN M. WILSON DB 5739, PG 335 PB 107, PG 74 1/2" ERB O NO] 20' ACCESS EASEMENT PB 138, PG 99 I 0 J DITCH #4 SEED WITHIN 7 DAYS r' 7 �1 N /F SHONDELL ALONZO LLOYD & WIFE, TASHA YVONNE LLOYD DB 9972, PG 225 PB 138, PG 99 5/8" ERB ---- - - - tr_ OPC d' ^ RIP RAP DISSIPATER,/ L=3' W=1/3' Deo --8" DmAx--12" / CLASS B 18" THICK {� /v 20' DRAINAGE EASEMENT / TEMPORARY SKIMMER BASIN #1 L=100', W=55', D=2' SIDE SLOPES= 2:1 TOP OF BASIN: 155.50' �cF BOTTOM OF BASIN: 152.50' 15' EMERGENCY SPILLWAY: 154.50' INVERT OF SKIMMER 152 50' SIDE SLOPES OF BASIN ARE TO BE SEEDED WITHIN SEVEN DAYS. / **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) / WITH 1.1" ORIFICE FOR DEWATERING THE S ( SEDIMENT BASIN DURING CONSTRUCTION. G I O 11 / o ► (' 2 �1 STABILIZATION TIME � 2 ► N /F SELF -INSPECTION FORM: C&W PROPERTIES CONTROL CORNER DB 8979, PG 41 N 418,900.173 ► PB 11, PG 42 E 2,043,009.201 NC GRID NAD 83 HIGH QUALITY (2011) EXISTING 1/2" ERB O 4 $ ,A\ 10 / VCP <S �0c' `6 Vim/ .5 \ g 00 00 Voc /. / \<00 BOG / 4 , VOG .5 .5 00, \, �> \ S0' �� , ` � `OO 0'3 G� TEMPORARY \ s��0 STOCKPILEAREA gyp` 7a JI\,rte `b, LIMITS OF CONSTRUCTION �\ / 13.2 AC \ `o> S, 110, 00 00, 1/2 ERB IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) 433-3300. C� <00 <00 C3.3 C3.2 r C3.1 SHEET KEY GROUND STABILIZATION CHART SITE AREA CONTROL CORNER STABILIZATION TIME N 419,108.290 EXISTING NOTIFICATION OF COMBINED SELF-MONITORING AND E 2,042,090.263 T -POST SELF -INSPECTION FORM: NC GRID NAD 83 (2011) THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN NONE 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH HIGH QUALITY PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EXISTING EROSION AND SEDIMENTATION CONTROL PLAN IS BEING 16P061 FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE ZONES INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR SLOPES STEEPER DEVELOPED A COMBINED FORM. THE SELF -INSPECTION , PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR • CONSTRUCTION ACTIVITIES. THE FOCUS OF THE 14 DAYS ARE ALLOWED SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL FLATTER MEASURES ACCORDING TO THE APPROVED PLAN. THE GREATER THAN 50 FEET INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: 1, Know what's below. HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION (EXCEPT FOR Call before you dig. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) 433-3300. C� <00 <00 C3.3 C3.2 r C3.1 SHEET KEY GROUND STABILIZATION CHART SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, 1177 SWALES, DITHCES 7 DAYS NONE AND SLOPES HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 OR 7 -DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH NONE ALL OTHER AREAS (EXCEPT FOR WITH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 HQW ZONES) CONSTRUCTION SEQUENCE 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE CONSTRUCTION CONFERENCE. 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE, CHECK DAMS, DIVERSION BERMS, AND DIVERSION DITCH WHERE SPECIFIED. 3. CONSTRUCT TEMPORARY SKIMMER BASINS AND TEMPORARY SEDIMENT TRAPS. 4. CLEAR AND GRUB THE SITE AS NEEDED. 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN GRASSED. 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. 7. INSTALL INLET PROTECTION ON ALL NEW STORM PIPES. 8. PERFORM FINE GRADING. 9. INSTALL AND PREPARE BASE COURSE. 10. PAVE ROADWAYS AND PARKING LOTS. 11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY MEASURES. 13. AFTER THE SITE HAS BEEN STABILIZED, REMOVE THE TEMPORARY SKIMMER BASINS AND SEDIMENT TRAPS AND INSTALL THE PERMANENT SWALES FOR THE SITE. 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. EROSION CONTROL NOTES 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 910-433-3300 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR APPROVE THE ACTION PRIOR TO REMOVAL. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ACTIVITY. 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF CONSTRUCTION. 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN. 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS JAMES SMITH. CONTACT 910-483-3471. GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED site solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, INC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com REVISIONS PROJECT NAME JAMES PLACE SUBDIVISION (ZERO LOT LINE DEVELOPMENT) DETAILED GRADING AND EROSION CONTROL PLAN CLIENT JHS GRAYS CREEK PROPERTIES, LLC. 918 Cedar Creek Road Fayetteville, North Carolina 28306 Phone: (910) 483-3471 Fax: (910)483-9978 PROJECT INFORMATION DESIGNED BY: SEAN DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1177 DRAWING SCALE HORIZONTAL: 1 "=50' DATE RELEASED MARCH 27, 2017 SHEET NUMBER C-3.3