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Home My WebLink AboutNCC230160_Site Plan or Location Map_20230120sT 013 t VICINITY MAP - N.T.S. In min NOTES: 1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION- 2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF FAYETTEVILLE, PWC AND NCDOT STANDARDS AND SPECIFICATIONS. OWNER INFO: STS OF FAYETTEVILLE LLC 1788 WILD AZALEA LN ATHENS, GA 30606 GENERAL EROSION CONTROL NOTES: 1.) ALL DISTURBED AREA(S) AND PARTICULARLY EXPOSED SLOPES SHALL BE SEEDED, FERTILIZED AND MULCHED TO INSURE THAT GROUND COVER IS PROVIDED WITHIN 14 CALENDAR DAYS, FOLLOWING COMPLETION OF ANY PHASE OF GRADING; PERMANENT GROUND COVER FOR ALL DISTURBED AREA(S) WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 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 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. 3.) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL N.C.D.E.N.R_ HAS APPROVED THEIR REMOVAL. 4.) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE BUILT AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE DETAILS, SPECIFICATIONS AND THE EROSION CONTROL NARRATIVE. 5.) CONSTRUCTION DETAILS FOR ANY EROSION CONTROL MEASURES NOT SHOWN ON THIS SHEET, SEE SHEETS 9-12 OF 24. 6.) THE EROSION CONTROL NARRATIVE AND THE CONSTRUCTION SCHEDULE CONTAINED IN THE EROSION CONTROL NARRATIVE ARE CONSIDERED TO BE A PART OF THIS PLAN AND SHOULD BE ON SITE DURING ALL CONSTRUCTION ACTIVITIES. 7.) TEMPORARY SEDIMENT TRAPS AND BASINS ARE TO REMAIN IN PLACE UNTIL THE SITE IS STABILIZED WITH GROUND COVER. UPON APPROVAL FROM N.C.D.E.N.R., TEMPORARY SEDIMENT TRAPS CAN BE REMOVED. SEDIMENT BASINS ARE TO REMAIN IN PLACE AS PERMANENT DETENTI MAX VALUES FROM 10 YEAR STORM OUTLET PROTECTION/ RIP RAP APRON CALCS TSSB-1 OUTLET CULVERT#1- HW2 OUTLET CULVERT#2- HW4 OUTLET CULVERT#3- HW6 OUTLET BOX OUTFALL CULVERT#1 - OUTLET PIPE SIZE (do) 4" 2411 2411 24" 24" Q .12 CFS 1.55 CFS 4.91 CFS 1.07 CFS 14.30 CFS VELOCITY 2.40 FPS 2.50 FPS 2.50 FPS 2.50 FPS 3.50 FPS 3do 12" 6' 6' 6' 6' d50 4" 6" 6" 6" 6" La (CHART MIN.) 6' 13' 13' 13' 13' W = Do + La 7' 15' 15' 15, 15' THICKNESS. 12" 14" 14" 14" 14" Rip Rap - d so W = La f do TEMPORARY SEDIMENT SKIMMER CONSTRUCTION SCHEDULE OUTLINE LEGEND drawn by L.A.S.M BASINS CLEARING, GRUBBING & MASS GRADING DITCH SECTION WI MATTING checked JMK I I BASIN ID TSSB-41 - -- 1. Obtain all permits before beginning construction_ DITCH SECTION [TYP.} reviewed JMK DRAINAGE AREA (AC.) 2.93 2. Install ravel construction entrances at the locations shown, then install all silt = CONSTRUCTION ILTFEN1C (TYP-) LIMITS (TYP.) l ) g �, O O O SILT FENCE (TYP.} date JAN-2023 DISTURBED AREA (AC.) 2.93 fences, silt socks (wattles) and silt fence reinforced outlets around the perimeter of CHECK DAM the construction area. job no. 22-2912-01 REQUIRED STORAGE VOLUME 3. Construct temporary skimmer basin 41, (TSSB-1)_ GRAVEL BERM (CUBIC FEET) 5,274 4. Clear and grub, strip topsoil, construct all ditch sections, and armor the ditch sections as noted on the erosion control plan with turf reinforcement matting as applicable. REINFORCED SILT FENCE OUTLET REQUIRED SURFACE AREA (SQ. 3,348 Ditch sections D1 and Gl are to be matted immediately upon grading with Rollmax's FT.) ' C 125BN turf matting. All other sections requiring turf matting are to use Rollmax's 7EMPORRARY GN ENETRANCE S 150 matting. CONSTINLET PRO LU TECTION AVG. LENGTH (FT) 112' 5• Topsoil to be stockpiled as necessary for future use on site. V J AVG. WIDTH (FT) 30' 6. Continue clearing and grubbing of the site as necessary. W 7. Provide temporary seeding & mulching as necessary to stabilize the outer perimeter WETLANDS Q DEPTH (FT) 2,0' of the site. Seed and mulch all completed ditch sections within'7 days of their build � � Z completion as noted on the erosion control plan. RIP RAP APRON W J PROVIDED ACTUAL SURFACE AREA 3,360 8. Continue mass grading the site while maintaining all erosion control measures W Q 0 SQ. FT during the site's grading. BAFFLES Q � 1,1.. Q PERMANENT POND RISER Wl TEMP. PROVIDED ACTUAL STORAGE 9. Ater completion of all site grading, re -spread topsoil, fine grade, seed and mulch all a^� SKIMMER 0 U VOLUME (CUBIC FEET) 5,376 disturbed areas that will not be disturbed with the site's construction work by IBTEMP- SKIMMER- WI OUTLET h--1 Q = providing ground cover within 7 to 14 days per NPDES requirements. APRON /� -FM-FORCE MAIN ^ •� TOP ELEVATION ( ALL ELE. IN FT) 227.50 - �_ C) U 0 SITE CONSTRUCTION EX. OVERHEAD EXISTING cvNrELECT. A4 a W p; Z EMERGENCY SPILLWAY ELEVATION - - - C [� 226.00 .00 10. Begin construction for the proposed storm culverts under the rail spurs with their 101 PROPOSED CONTOUR N ( respective headwalls and rip -rap aprons. Install the 4' X T concrete riser box at the Z Z Z S.A. ELEVATION (FT) 226.00 ditch outlet location. W � Z) 11. Place and fine grade all ballast stone in the designated areas under the railroad spurs S150 TURF MATTING ON SLOPE U O O O F- U and access areas around the site. Ex- SANITARY SEWER I�CI BOTTOM ELEVATION (FT) 224.40 12. Install all above ground manifold lines to be used for train offloading as well as the --- `--- '- 0 LU Z 14W INCHES 2 01� pump system_ E STREAMLINE � ^I ua Q SKIMMER SIZE (INCHES) 13. Spread and grade topsoil, seed and mulch all remaining disturbed areas not covered �Q/ tr SKIMMER ORFICE SIZE (DIAMETER F� by ballast stone to establish permanent ground cover_ w w EX. WATER MAIN W "' W / IN INCHES) 1.4 14. Once all proposed ditch sections area stabilized, and the 4' x 4' riser box is installed W O U) m and operable, remove the temporary skimmer basin, TSSB-I.-rrs-ws-ws-m- RETAINING WALL W j EMERGENCY SPILLWAY WIDTH (FT) 10, 15. Final inspection and closeout with NCDEQ upon the establishment of permanent > U ` groundcover and construction completion. STORM DRAINAGE LFNE W ` Q=CIA (C-0.5, 1=7.0) (2.93) 10.30 U SILT SOCK/ WATTLE J Ff (13 5) I ' C125BN TURF MATTING ON SLOPE j I 'REINFORCED S G S T FENCE OUTLET IN (TYR) c _ � o TEMP. GRAVEL CONST. P ENTRANCF. (TYP) "' REINFORCED SILT FENCE OUTLET (TYP } N / H - _, 11 Lp SILT FENCE 0 N (TYP) a jip W ❑ Z w .. .. ...._._�- Sao N N �.t-i CONSTRUCTION C co - LIMITS (TYP.) > o_ CONSTRUCTION l a LIMITS (TYR) - Z _............. I 18" DIAMETER WATTLE (SILT SOCK) SILT SOCK U ;0 .. PERIMETER PROT ECI"ION "FO HE USED. SILT SOCK TO BE TRENCHED (WATTLE) o INTO EXISTING GROUND WITH {TYP.) O STAKES AT EVERY 8Fr. SIL T SOCK (TYP.) (WATTLE) (TYP.) REINFORCED REINFORCED SILT FENCE OUTLET SILT FENCE OUTLET 4t I'r'+rrrr C (TYP.) (TYP-) rn ....,,, vj� •� - , **14 DAY GROUND / STABILIZATION REQ'D (TYP.) m APPROXIMATE LIMITS OF SURVEY \' %� \� �' - **14 DAY GROUND - - TURF MATTING ALONG HATCHED DITCH SECTION D1. ..,... STABILIZATION REQ'D (TYP.) (201 S.Y. MAX) (TYR )!T FENCE *7 DAY GROUND STABILIZATION REQ'D (TYP.) SITE LIMITS OF DIT. SEC. _ "Cl„ (TYP)rY 1111 ►� w * N **14 DAY GROUND •� ,' CONSTRUCTION / 7 DAY STABILIZATION REQ'D REINFORCED T �4.67 ACRES -- i SILT FENCE !L T FENCE OUTL� N ,;.� /" , N STABILIZATION REQ'D J "DITCH SECTION D1 TO BE MATTED ,; - IMMEDIATELY UPON GRADING -SIGN {TYP) / REINFORCED i �I I (TYP.) (TYP.) L {TYP.) WITH ROLLMAX'S C125BN" = **14 DAY GROUND / r CONSTRUCTION _. - TRUCK SILT FENCE OUTLET CONSTRUCTION % � REINFORCED ` STABILIZATION REQ'D (TYP.) T AROUND (�P.) LIMITS (TYR) -REINFORCED / LIMITS (TYP_) ! D DIT. SEC. - "D1" LO SILT FENCE SILT FENCE OUTLET ' �/ LLtl 227 - -- FE( yEp�U *7 DAY STABILIZATION REQ'D N_ s LT (TYR) GRAVEL \ A \ TYP.j � ��, aye �-- - - - TO MOT/ N �/ DRIVEWAY _.. - .. s t z3o s zz7 ATE [-- . �� ....... 72f� 22 226 - - � N , _ - -- P _, Z�� -. zz9 7 DAY STABILIZATION RE D Ln DIT SEC BI 230 22s �' _ 22s 1 27 zzb 227 22B - HEADWALL 3 K D e��' A_ 4 z'' _ ;. - * --EX. RIPRAP _ REINFORCED 1:.. - _ - ---Z"27 - 227 SILT FENCE OUTLET r"" �;, - - HEADWALL 5 Q "' - (TYR) ,;;.. HEADWALL 1 W = B1+C1 00 00 O FLOW "DITCH SECTION G1 TO BE MATTED O z u z2g SILT FENCE O co Q Is" D7AMFrF;R wnErLe(SILT sacK) DIT. SEC. - "Al 7 � IMMEDIATELY UPON GRADING (TYP) PFR[ME TER PRorscr[ON TO BE *7 DAY STABILIZATION REQ'D a 22� - "DITCH SECTION F1 TO BE MATTED WITH ROLLMAX'S C125BN^ FLOW = D1 LL USED, S[[ F SOCK TO BE TRENCHED s FLOW = Al IMMEDIATELY UPON GRADING ar y.� INTO Ex1srING GROUND wlrx LO GUY ANCHOR. TYP r - HEADWALL 2 CULVERT #2 - HW4 OUTLET SHIMMER (TYP.) -a T_ * STAKES AT EVERY 8FF. ( ) a. WITH ROLLMAX'S Si50" CONSTRUCTION HEADWALL 4 E �r.� i` t HEADWALL6 � X •� - CULVERT #1 - HW2 OUTLET DITCH TO ACT AS DIVERSION BERM (TYP.) LIMITS (TYP.) "- � � n, a ��. E u,� CULVERT #3 - HW6 OUTLET 0 O � Q} I - _ DIT. SEC. - „El„ :: - - , . 227 r -~ zz7 m N j REINFORCED �� *7 DAY STABILIZATION REQ'D 227z2s zzs zzs �� :. :.:..: s 22 226 �-' - t:, 7. - - SILTFENCE OUTLETT zz `'�' :: " r ++T zz z26 DIT. SEC. - F1 227 ::=_:•,: ;..::::.., a TYP. : - .. ( J �. - -- - 2 zz7 227 228 * ' 228 fi.. .. .. 1 . _ .. � 225 "_ - -_ 22,8 -z - 7 DAY STABILIZATION REQ D ,- __ .. ........::...::: ............ TSSB t12 �� 226,- . T- ET-1 z� Lr2 J2 'F--= >. - - ---- .. ,., .,.,._a,�;;.- BAFFLES e�azw - �. �IL7'"FENCE K OUTLET-1 227 E �� N (TYP) - FLOW D 4' X 4' RISER BOX n n� V OHE OHE _� �� _ _- FLO - 1 REINFORCED T ( ) I E T P OHT OHTZen q OHT _ �T SILT FENCE OHT WOODS L O OHT i } R INFOR ED 1 POWER POLE W/ _ ( II r.,_ - ONSTRUCTION (�P,)_-. ;;; ' LIMITS TYP. _ _ _. (- - 'J� TYP)- -- - .. �.��C' = _ S L FENCE OUTLET UTILITY POL (TYP) CONSTRUCTION ^_:Y ... .. - SI R !FORGED r LFENCE OUTLET.- - --� • TRANSFO ,AD 1 � (TYP_ -- �. Comm. LINE. _ _ - - �--.r- y_-�- �-- .��,.._----,-....... ____ - -� �- --- � - --._ _� _._.._ � �-. __�. �_ -� I _..� ..�_ `- ----....- .__.�,_ _.u- - -- - = TL. RF YIATTII�G _ _. .. - - .�F� LIMITS (TYP.)- EXISTING TOPOGRAPHY _ -_- -_COMM. LINE - .... ....... .. _....._ .......,_ 'I' _ .... --.- __. -_.- . :. _-_. DI SEC "G1" _ _ _ r- = z _ ...- ... _ .._ _. - - _ .. ..- i... - . ALONG HATCHED DITCH SECTION F1. -.._. .-..... __. ..-.._. * ... '. 7 DAY STABILIZATION REQ'D 24" BOX CULVERT #t -OUTLET - - - ❑ ® SILT FENCE EX PP SILT SOCK EINFORCED (TYP.) 14yD s-Y ilAx' ITtr.} * 7 r1AY GR01INI) STABILIZATION REQ'D(TYP) SEABOARD COASTL E RAILROAD 80' R/W (Assumend) CONSTRUCTION LIMITS (TYP:) W POLE S LT SOCK CONSTRUCTIONTPIAR (waTTLE) (TYP) OVERHEAD (WATTL); ) SILT FENCE OUTLET LIMITS (TYP.) ELECT. LINES (TYP.) �� - I2kW PWC (TYP) - T 1 T _ - - - - - - - - - - TSSB #I T - - TURF MATTING - ALONG HATCHED DITCH SECTION G1. 4e + Dim 112' x 30' (828 S.Y. MAX) (TYP,) W TEMP. SEDIMENT *7 DAY GROUND STABILIZATION REQ'D (TYP.) DITCH VELOCITY CALCULATIONS DITCH SECTION SIDE SLOPES BOTTOM WIDTH MIN_ DEPTH (FT) AREA (AC) Q-CUMMULATIVE VELOCITY (F/S) LINING DIT. SEC. - Al 3:1; 5:1 2' 1' .44 AC 1.55 CFS 1.25 FIS NO DIT. SEC_ - 131 3:1; 5:1 2' 1' 1.01 AC 3.54 CFS 1.62 FIS NO DIT. SEC. - C1 3:1; 5:1 2' 1' .39 AC 1.37 CFS 1.20 FIS NO DIT. SEC. - D1 3:1; 5:1 2' 1' .31 AC 1.07 CFS 1.11 FIS NO DIT_ SEC. - El 3:1; 5:1 2' 1' .33 AC 1.14 CFS .92 FIS NO DIT. SEC. - F1 3:1; 5:1 2' 1' 1.84 AC 6.43 CFS 1.46 FIS NO DIT. SEC. - G1 3:1; 5:1 2' 2' 3.78 AC 13.23 CFS 1.77 FIS NO SKIMMER BASIN W/Baffles equally spaced at28.0ft. I W RES N TURF REINFORCEMENT MATTIN[i TO LINE Public 11 ALFWAY LIP THE SIDE OF DIVERSION TAB! L I ZATI O N BERM AND TO EXTEND UP TO THE SAME SITE ELEVATION ON TI IF, EXISTINGGROUND DESCRIPTION AREA STABILIZATION GROUND w RIPTION TIME FRAME EXCEPTIONS PERIMETER DIKES, 7 DAYS NONE 2' SWALES, RETCHES & COMPACTED SLOPES SOIL MIN HIGH QUALITY 7 DAYS NONE W O W 3.r WATERZONES W W M (How) a 18" MIN O� SLOPESS ARE 10' A3 STEEPER 7 DAYS IF OR LESSEN LENGTH „(//// �� AND ARE NOT �� Z.��.i STEEPER THAN2.,. All construction to be in accordance with all City of Fayetteville, W N / 14 DAYS ARE //�//�/r��//�//�//�//�i ALLOWED North Carolina Department of Transportation (NCDOT) and North SLOPES 3:1OR 14 DAYS 7DAYS FOR Carolina Department of Environmental Quality (NCDEQ) scale FLATTER SLOPES GREATER 6TYPICAL THAN 5D' IN LENGTH Standards and Specifications." ALL OTHER AREAS 14 DAYS NONE (EXCEPT FOR GRAPHIC SCALE Field Book No. WITH SLOPES PERIMETERS AND DIVERSION BERM WI FLATTER THAN 4:1 HOW ZONES) -60 0 30 60 120 240 ROLLMAX S150TEMPORARY SHEET TURF REINFORCEMENT MATTING (N.T.S_) 5 OF ( IN FEET } 1 inch = 60 ft. EROSION -CONTROL