Loading...
HomeMy WebLinkAboutNCC233208_Site Plan or Location Map_20231027 `. 4Dsite EROSION CONTROL NOTES TEMPORARYR MUST LOCATED ON PAVEDETO MAINTAIN T ALL G.S.113APRACTICES7 AS DESIGNED.GL CONSTRUCTION SEQUENCE GROUND STABILIZATION CHART J solutions EQ SURFACES MUST BE NO LESS THAN FIVE FEET 14.PURSUANT TO . ](2),THE ANGLE FOR 1, OBTAIN ALL NECESSARY PERMITS AND APPROVALS IF I NOTIFICATION IO COMBINED SELF-MONITORING AND 1. ALL INLET/OUTLET PROTECT ONWILL BE CHECKED FROM THE DRAINAGE/GUTTER ME THA 4E AND SHALL BE GRADED SLOPES AND FILLS SHALL BE NO GREATER SITE AREA STABILIZATION STABILIZATION ONE civil engineering lland Surveying SELF-INSPECTION FORM: FOR E.NTSEDIME AND FAILURE EACH ACTIVE DAY COVERED IF LEFT MORE THAN 24 HOURS. THAN THE ANGLE THAT CAN BE RETAINED BY AND HOLD PRE-CONSTRUCTION CONFERENCE. DESCRIPTION TIME FRAME FRAME EXCEPTIONS chimp DmtSWe M.Fayetteville.NC 28306 I IN SITE. SEDIMENT WILL BE REMOVED FROM THE 7. CONTROL ALL TEMPORARY EROSION AND SEDIMENT CONTROL E COVER OR OTHER ADEQUATE.IN EVEN 2. INSTALL RYSTONE ICONSTRUCTION ENTRANCE,SILT omcelwu+2F6%1)SA1910-026-6111 rcrae rumor IGp368 THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN INLET PROTECTION DEVICES WHEN THE STORAGE CONTROL DEVICES IN PLACE UNTIL THE CONTROL DEVICES OR STRUCTURES.IN ANY EVENT, TEMPORARY SILT FENCE,TEMPORARY SILT FENCE PERIMETER DIKES, w,w.ODWWuumewm I 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR CAPACITY HAS BEEN APPROXIMATELY 50%FILLED. CONTRIBUTING DRAINAGE AREA HAS BEEN SLOPES LEFT EXPOSED WILL,WITHIN 7 OR 14 OUTLETS,TEMPORARY DIVERSION BERMS,& SWALES,DITHCES 7 DAYS NONE LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH GRAVEL WILL BE CLEANED OR REPLACED WHEN THE STABILIZED.INSPECT TEMPORARY EROSION AND CALENDAR DAYS OF COMPLETION OF ANY PHASE TEMPORARY CHECK DAMS WHERE SPECIFIED. AND SLOPES • • PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT CONTROL DEVICES ON A DAILY BASIS OF GRADING,BE PLANTED OR OTHERWISE PROVIDED 3. CLEAR AND GRUB THE SITE AS NEEDED. SITE♦ 1 EROSION AND SEDIMENTATION CONTROL PLAN IS BEING SEDIMENT FENCE BE REMOVEDNI FROM BEHIND THE AND REPLACE DETERONTROL D,DAMAGED,OR WITH TEMPORARY OR PERMANENT GROUND COVER, 4. ROUGH GRADE THE SITE AND APPLY TEMPORARY HIGH QUAL TY \ w 1 SEDIMENT WHEN IT BECOMES ABOUT 0.5' ROTTED EROSION CONTROL DEVICES IMMEDIATELY. DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN SEEDING TO AREAS TO REMAIN GRASSED. 1 FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE WATER(HOH') 7 DAYS NONE DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BNB. IEMPORARAR OR PERMANENTLY STABILIZE ALL EROSION.PURSUANT CO G.S.113A-57(3), 5. INSTALL UTILITIES AND CONSTRUCT THE HOME. INSPECTIONS TOOK EFFECT OCTOBER 1,2010. ZONES ..,Vi1111111 , REPAIRED AS NEEDED TO MAINTAIN A PROPER DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, PROVISIONS FOR PERMANENT GROUND COVER 6. PERFORM FINE GRADING. // �SR 12j4) I TO SIMPLIFY DOCUMENTATION OF SERF-INSPECTION REPORTS 2. BARRIER. TEMPO TEMPORARY EROSION CONTROL FACILITIES AND/OR SITE BUILDING UCCONSTRUCTION OPERATIONS ARE NOT ACCOMED AREAS IN WHICH GRADING OR IPLISHED ENT TO FORA ALL DISTIN URBED N SA EAS WITHIN 8. FERHLIZET BE 7. INSTALL LASEED AND MULCHALL REMAINING IF SLOPES ARE 10'OR \\J\�'�•.....RD(� C+ CA«OK'Ay 1 DEVCELOPED A NPDES EC SELF-MONITORING REPORTS, RSELF-NQ ACTION AND MLR PERMANENT FACILITIES INTENDED TO CONTROL RAIN, AND RUNNINGAI WATER WITHIN 14 DAYS. 14 WORKING DAYS OR 90 CALENDAR DAYS DISTURBED AREAS. SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE `�f FE$$/n�..y•.�.2 AB RO m EROSION OF AND EARTH DISTURBANCE OPERATION (WHICHEVER IS SHORTER)FOLLOWING COMPLETION 9. UPON SITE STABILIZATION,SEEK NCDEO APPROVAL THAN 3:1 NOT STEEPER THAN 2:1, ` 9 9 mr '10 -- PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING SHALL BE INSTALLED BEFORE ANY EARTH USE SEEDING AND MULCHING,EROSION CONTROL OF CONSTRUCTION DEVELOPMENT. TO REMOVE ALL TEMPORARY MEASURES. 14 DAYS ARE ALLOWEDk--cicra..)„ ,. •4 <_ F-� I PROGRAM OF THE NPDES STORMWATER PERMIT FOR DISTURBANCE OPERATIONS TAKE PLACE OR AT THE MATTING,AND/OR SODDING AND STAKING IN GREENIS.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL Por I CONSTRUCTION ACTIVITIES,THE FOCUS OF THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. SPACE AREAS AND OTHERWISE APPROPRIATE EROSION CONTROL MEASURES SHOWN AND ANY 10.ALLAI EROSION CONTROLI DIN MEASURES SHALL BE SELF-INSPECTION REPORT IS THE INSTALLATION ANDMAINTAINED AS OUTLINED IN THE DETAILS WITHIN 7-DAYS FOR SLOPES 1 y'+�y I 3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES.USE EARLY APPLICATION OF GRAVEL ADDITIONAL MEASURES REQUIRED TO CONTROL THE SLOPES 3:1 OR \\\FFF///,,777r111 1• o MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL THE PLANS AND ACCORDING TO THE NCDEO 14 DAYS GREATER THAN 50 FEET I MEASURES SHALL BE CONSTRUCTED PER THE BASE ON AREAS TO BE PAVED. SEDIMENT DURING THE COURSE OF CONSTRUCTION. EROSION CONTROL MANUAL. FLATTER IN LENGTH, MEASURES ACCORDING GI NE••. \ HS ECTI NST SH ULCOB TOCOND UNED THE OAFAFTER EACH PHASE GROUND OF ACC ACCORDANCE NCETW TH THE THEN NORTH CVED PLAN.THE DETAILS HEREIN,OR SHALL BE AROLNA EEROSEROSION NSTRUCTED IN 9 CONTROLNDEVICES UNTIL SNTBDO NOT REMOVE ANY RI THETNPROT CT ERMAREA HTHAS AND SEDIMENT IB AS NNECESSARY, AND ALL SEEDED AREAS�MULCHED LL BE E ACCORDING E TO THENONE �/'OTT BVVV\\\\\\ I ALL OTHER AREAS /11111111/ COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT: MANUAL. VEGETATION HAS BEEN ESTABLISHED,IT IS 17.THE CONTACT PERSON FOR EROSION CONTROL WITH SLOPES FLATTER 14 DAYS (EXCEPT FOR NORTH HTTP: PORTALNCDENR.ORG WEB LR EROSION 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE RECOMMENDED THAT NCDEO APPROVE THE ACTION ISSUES THAT ARISE ON SITE IS GROG CAULDER. PERIMETERS AND (� // / / / NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO PRIOR TO REMOVAL. CONTACT 910-802-4959. THAN 4:1 HOW ZONES) 09-22-23 IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, BEGINNING ANY LAND DISTURBING ACTIVITIES. 10,THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED VICINITY MAP PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT(910) REMOVE3-3300 CONCURRENTLY WITH THE INITIATION OF 5. ALL SOILS AND SEDIMENTS TRACKED OR CONSTRUCTION ACTIVITY. N/F 1 433-3300. OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE 11.THE INSTALLATION OF EROSION CONTROL MEASURES I REVISIONS HENRY BROWN PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY SHALL TAKE PRECEDENCE OVER ALL OTHER �I�T TO SCALE DB 107,PG 330I BASIS WHEN TRACKING OCCURS. CONSTRUCTION ACTIVITIES. 6, LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)12.THE PERMITTEEACTIONS ANDH SHALL PERFORMANCE HELDCE RESOF PONSIBLE LOEH FOR \ 2 /2'EIP 1 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR PARTIES PERFORMING WORK ON THIS PROJECT. LEANING DRAINAGE CHANNEL.IF REMAINING FOR MORE THAN EppANGLE SEVEN DAYS,STABILIZE THE STOCKPILES BY 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES 1 IRON t I2'. VEGETATIVE COVER,TARPS,OR OTHER MEANS. WILL BE CHECKED FOR STABILITY AND OPERATION CONTROL EROSION FROM ALL STOCKPILES BY FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL I PLACING SILT BARRIERS AROUND THE PILES. BUT IN NO CASE LESS THAN ONCE EVERY WEEK. 1 ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY II \ I \ N/F I I PAUL W.WILKES&WIFE, 1 IR �1 I HEDI J.WILKES DB 688,PG 459 I 4. N/F SHAUNNA MARIE DUNLAP DB 661.PG 763 I ' 2 40 DISK 61 N 58.931.8. ©ri 0 — I __ E 1EA83NA094 N/F GRID D 83 2 CAROLYN JEAN LEWIS II I NC NV(2011)8 - ❑ I DB 161,PG 403 tQ �� coc -t hoc LOC - - -- - / - - l/I PROJECT NAME Jl �I �I / [IrI I LOC L0� L _ — /U' LOC L - ��, �C— C IC ``� 1 = oc LOT—_oc—Lo1 Lod LOC _� w I ri(--..7. �, ��� o 1 �34 ;v � L • — T� —�-WC-1 �� rc �Q — I RD ,� HIDDEN N/F 147 ,� �� �� ® �� • !© ��� �� ® �� 10 ���� 11 ;ED lo �� 14 �1 15 7 16 17 18 19 20 21 22 23 �� / -""', / VALLEY ARNOLD R.BOWER&WIFE, - DB 26.PG 473 GDWEN I �` _ , ..� � .�: 333 �, �, � �_,',� , �� �� SUBDIVISION 1 - EP e � � �� 1 �� �� cc �I �- '; , < _ _ _� ":.F., o �Q 1 1 ( (2011) 83 .`_ ■163.`... �Y ■ ne _ .__ _gMo . • Jam..y . -- :j _ "LT _ le d. .:.' • s I �. _ :A: Pli 4. - I NACLE COURT • A. s g \�,�* 24 >, n. .�. —�_R .Y. ‘201.1 ■ gg ■ g ■ Y� j�: IIIm CIA 1R C �� I ''ro \A. .... `` PINNACLE R/w(PUBLIC) -- _ I - -i �(■ ■g �� � � �. bj - T� � �� r� �.. A, rl• .� Y - ■ -t. C� �.® .x_70C Eiti"-[oC..-..- t -7, — mc_ .Gtge _,. - ..— - .. .. oc�2.�roe ' - �_ /AF /� .,III �f � \ \ I I f V� \ II 7 I II .-/ i �� �T 1 - --. -..--. ---.--. -.-..-.. I / !Z PA TRICK J.SIMPSON&WIFE, \ -71IIC 776f TRI / IS', 340 4 clE I� \ KARA SIMPSON \.ECM NMI i II ` ( CA2 \ f $' ' ' Y �� L - •• ,g e t PC 3 DB 182,MAP32v �� �� � 26 OVERALL IE E I CRS R Ii N/F RC)\ q 45 . 1.44 j 43 , 42 q 41 40 g 39 38 l I 37 36 35 34 � 33 32 31 2928 27 -� ;76 1 H.P.WALTERS&WIFE, 1� BETTY WALTERS RICHARD L.MUMMA JR.&WIFE I DB 200,PG 187 �'' fl C\ 111 I I / CONTROL PLAN _ - - EROSION \ �t C OU1�— ���901 Oi71 SHARON D.MUMMA ^I I • 4 • $ '1y1y_ '$L - I $ V �'. Imo - — 'SOT SST V—L—Ali,J6----- 1 —JOl D0� OOl 'JD.= I e aos. IreDB 834,PG 150 / f N' J D A �[— SOOTOOT A T pf N459253993xT— �� �wE� —�� FR � LOTS 1- 47 3 Nc o:1 a E2' ,� ® e2 A _/- '310�1 /� �'IY (2011)99 P ®-. u • � L O m I �IR '.....I �E (3;) �_ — — CLIENT U a I N/F 1 I DARNELL&JANET MORGAN \ 1 DB 274,PG 540 3 p I I N/F PC 2-74,MAP 4 TG VENTURES LLC / ELIZABETH MARIE DAYTON-FROM DB 1178,PG 995 Rs° , 1 I I N/F I 1 1 ANTHONY HUBERT&WIFE, _ \ 1 CHERYL M.HUBERT 1�1 DB 954,PG 142 2_,1 PC 3-14,MAP 3 CHARLES R.BEECHER&WIFE, / I N/F SHERRIE A.LANDON 9820 US Hwy301 North 1 I CHARLES R.BEECHER&WIFE, I TRACT 2 OF DB 1187,PG 651 Lumberton,North Carolina 28360 SHERRIE A.LANDON TRACT 1 of I Phone:(910)802-4959 I DB 1187,PG 651 I ; PC 3-14,MAP 3 LEGEND: x} SCSI I EL L>;1 ECM-EXISTINGNAIL CONCRETE MONUMENT BENCHMLARKnON C 4p S,a EIP pp EIP-EXISTING IRON PIPE MAILBOX 10 EPKO I EIROAIR-EXISTING IRON ROD F•UTILITY POLE - PROJECT INFORMATION EI5 EIS-EXISTING IRON STAKE 0 TELEPHONE PEDESTAL _ o EPKO EPK-EXISTING PK NAIL FIRE HYDRANT NC GRIDAN8312D11) y IDD x DESIGNED BY: BRETT m II 'B sPKO RCS-EXISTING COTTON SPINDLE U WATER METER SIA� .. I O SPK-SET PK NAIL I ASPHALT DRAWN BY: BRETT 2 c COMPUTED POINT I SOIL N/F-NOW OR FORMERLY — I UNSUITABLE SOILS CHECKED BY: SCOTT R/W-RIGHT OF WAY —LIMITS OF CONSTRUCTION PROJECT NUMBER: 1860 L I RCP-REINFORCED CONCRETE PIPE —s—SF—SILT FENCE LINE • ERe PROPERTY UNE ea—Nv—DIVERSION BERM IEIR' 'EIR — — —ADJACENT PROPERTY LINE 03TEMPORARY CONSTRUCTION ENTRANCE DRAWING SCALE I 0 o - 811 001 —TIE UNE RIGHT-OF-WAY HORIZONTAL:1"=100' UNDERGROUND TELEPHONE LINE // OVERHEAD UTILITY op. I X FENCE LINEDATE RELEASED R �.✓"�-� TREE UNE —325—MAJOR CONTOUR GRAPHIC SCALE u 322 MINOR CONTOUR AUGUST 28,2023 = Know what's below. ` Call before you dig. L, `� 11 ( IN FEET) SHEET NUMBER t 1 inch= 100 ft. 3 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED C-1 .0