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Home My WebLink About20231323 Ver 1_Resp to RFAI_20240315Sti m m e I N. Trade Street date: 03/15/2024 job #: 22-001 Sui Suite 200 Winston Salem, NC project: Cone Health MedCenter Asheboro Landscape Architecture 27101-2916 Civil Engineering scale: 1" = 300' sheet 1 Of 6 g g P:336.723.1067 Stimmel Associates, PA Land Planning F: 336.723.1069 description: OVERALL WETLAND AND WOTUS IMPACTS EXHIBIT ERO RD1. �p S�—------- Ir ' --� f i' I I ' IMPACT #1 oticno o II ___________________i'r II II II II II ' I III jj II � III I I i — — — — — II N. II II II II II II r ill^•;a 11 II \ TEMPORARY IMPACT #S1 , II I II / / 1 11I II i / TEMPORARY -7 IMPACT #S2 O ;' TEMPORARY IMPACT #4 1 MATCHLINE: TA: 14+00 Sti m m e I N. Trade Street date: 03/15/2024 job #: 22-001 Sui Suite 200 Winston Salem, NC project: Cone Health MedCenter Asheboro Landscape Architecture 27101-2916 Civil Engineering scale: 1" = 200' sheet 2 Of 6 g g P:336.723.1067 Stimmel Associates, PA Land Planning F: 336.723.1069 description: OVERALL WETLAND AND WOTUS IMPACTS EXHIBIT ,1 � 1 1; 1 ,1 I,p 1�1'I w A 1 III',I C MATCHLINE: SETA: 14+00 + x 1 i','' - 1 N C z "'�R�I�FIi''', • .tea«„ � i� �ZL PROP. 6" FORCEMAIN PROP. 6" FORCEMAIN TIES INTO EX. SANITARY SEWER MANHOLE. END OF PROJECT. S t i m m e I N. Trade street date: 03/15/2024 jOb #: 22-001 Sui Suite 200 � Winston Salem, NC project: Cone Health MedCenter Asheboro Landscape Architecture 27101-2916 Civil Engineering scale: 1" = 30' sheet 3 Of 6 P: 336.723.1067 Stimmel Associates, PA Land Planning F: 336.723.1069 description: WETLAND IMPACT #1 EXHIBIT SPERO ROAD 12' WIDE GRAVEL PUMP STATION \\ \ ACCESS ROAD 00 WL IMPACT #1 - PUMP STATION ACCESS ROAD WETLAND IMPACTS: 5 SF (.013 AC) IMPACT WITHIN WETLAND W3 (PER THE WETLAND AND WOTUS DELINEATION REPORT) PERMANENT IMPACTS: PERMANENT FILL IMPACT #1: ACCESS ROAD PLAN AND PROFILE SCALE: 1" = 100' 685 595 SF \ \ WETLAND IMPACT 680 - - - - A C ESS ROAD GRADE 675 POK EXISTING GRADE 670 0+00 34"WHO /t - 1+00 2+00 680 I I I ' / 675 l i 670 3+00 I � Sti m m e I N. Trade Street date: 03/15/2024 job #: 22-001 Sui Suite 200 Winston Salem, NC project: Cone Health MedCenter Asheboro Landscape Architecture 27101-2916 Civil Engineering scale: 1" = 30' sheet 4 Of 6 g g P:336.723.1067 Stimmel Associates, PA Land Planning F: 336.723.1069 description: STREAM IMPACT #S1 EXHIBIT 20' SANITARY SEWER EASEMENT TEMPORARY IMPACT #S1� 6" FORCEMAIN STREAM IMPACTS: 200 SF (.004 AC) IMPACT WITHIN PERENNIAL/ TRIBUTARY T2 (MCDOWELL CREEK) (PERTHE WETLAND AND WOTUS DELINEATION REPORT) TEMPORARY IMPACT�WTH NIMPACT FOOTPRINT: CLEARING VEGETATION /,F6R CONSTRUCTION, TEMPORARY CULVE5T WILL BE INSTALLED IN THE STREAM FOR ACCESS ACROSS. SEE / DETAIL ON SHEET 6. LINE WILL BE INSTALLED WITH AN OPEN CUT /AND THEN BACKFILLED TO PRE -CONSTRUCTION GRADE. 660 650 640 630 L i 4+00 2 LL MCDOWELL CREEK i TEMP. IMPACT #S1: FM PLAN AND PROFILE SCALE: 1" = 100' 5+00 D 777 D D D D D D D D D D O C 0'7 '7 '7 '7 '7 '7 '7 '7 '7 0 7 0 7 0000000000000� '7 '7 '7 '7 0'7 0'7 '7 '7 0 7 '7 7 '7 7 '7 D '7 '7 '7 '7 C o000000000000 D D D D D D D D D D D D D D D O C '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 0 7 0 7 '7 D '7D '7D '7D D D D D D V D O C 000000000000 0 0 0 0 0 0 0 0 7 0 0000�o� o o \ \ \ 660 00 \ \ 650PACT \ \ \ 640 630 \ 6+00 _ 601 N. Trade Street Stimmel 200 Wintston Salem, INC Landscape Architecture 27101-2916 Civil Engineering StimmeI Associates, PA Land Planning P: 336.723.1067 F: 336.723.1069 EXHIBIT date: 03/15/2024 job #: 22-001 project: Cone Health MedCenter Asheboro scale: 1" = 30' sheet 5 Of 6 description: WETLAND AND STREAM IMPACTS #S2 & #4 I n J -"- +I 6" FORCEMAIN N I I �I I TEMPORARY IMPACT #S2 III I 6" FORCEMAIN STREAM IMPACTS: 100 SF (.002 AC) IMPACT WITHIN IMTERMITTENT TRIBUTARY T3 (PER THE WETLAND AND WOTUS DELINEATION REPORT) TEMPORARY IMPACTS WITHIN IMPACT FOOTPRINT: 11' I I CLEARING VEGETATION FOR CONSTRUCTION, TEMPORARY CULVERT WILL BE INSTALLED IN THE STREAM FOR ACCESS ACROSS. SEE DETAIL ON SHEET 6 LINE WILL BE INSTALLED WITH AN OPEN CUT AND THEN .n I I I BACKFILLED TO PRE -CONSTRUCTION GRADE. I I I I TRIBUTARY T3 TEMPORARY IMPACT # I I \ 6" FORCEMAIN WETLAND IMPACTS: n 247 SF (.006 AC) IMPACT WITHIN WETLAND W5 (PER THE WETLAND AND WOTUS DELINEATION REPORT) ° I I TEMPORARY IMPACTS WITHIN IMPACT FOOTPRINT: ° '7 CLEARING VEGETATION FOR CONSTRUCTION, I LINE WILL BE INSTALLED WITH AN OPEN CUT AND THEN BACKFILLED I I TO PRE -CONSTRUCTION GRADE. I I II � � I TEMP. IMPACTS #S2 AND #4: FM PLAN AND PROFILE 660 SCALE: 1" = 100' 660 I I I I 7 W EXISITING GRADE II N 650 650 I I zD EX. DIRT PATH STREAM IMPACT IMPACT 20 LF WETUND IMPACT I I I 640 640 I MIN 3w . D�R PRI.L. ."VI LFROF D. R. I I I 6" FORCEMAIN I I 630 630 I I I 12+00 13+00 14+00 I 601 N. Trade Street Stimmel 200 Wintston Salem, NC Landscape Architecture 27101-2916 Civil Engineering StimmeI Associates, PA Land Planning P: 336.723.1067 F: 336.723.1069 EXHIBIT date: 03/15/2024 job #: 22-001 project: Cone Health MedCenter Asheboro scale: NTS sheet 6 Of 6 description: TEMPORARY STREAM CROSSING DETAIL 1/2 DIAMETER OF PIPE 6" SURGE STONE (MIN.) CLASS B RIPRAP INFlLL OR 24" WHICHEVER IS d50= 9" GREATER NOTE: CONTRACTOR SHALL FILTER FABRIC CONSULT WITH PUMP PROVIDER NCDOT TYPE 2 TO DETERMINE PUMP TYPE AND CAPACITY. PUMP SHALL BE SUFFICIENT TO CARRY BASE FLOW —1 1 1-1 1 1-1 I I _ 1 1 1—I I I— OF STREAM. HDPE CULVERT (S) 7.1 I IT III IIIII SEE PLAN VIEW FOR SIZE AND NUMBER OF CULVERTS ELEVATION WASHED Q57 STONE PIPE BEDDING AS REQUIRED S1 SURGE STONE SAND BAG UPSTREAM OF CULVERT AND PUMP FLOW - BASE FLOW AROUND WORK AREA TO ALLOW INSTALLATION OF CULVERTS. 1 1 HDPE CULVERT (S) SEE THIS DETAIL FOR NUMBER AND DIAMETER OF CULVERTS CLASS B RIPRAP INFlLL .. ...- d50= 9" po o 0o o O° (,Q' °o 00°00 O O Ooo �O pp OGi�O O 0000.p.°0°O o . 0 0o a0 0 ° 000 0p°0 °O °00 o pd� °O STREAM CROSSING SEQUENCE o�p°o A 0 0� b o 0Q� o °pc op00.0° 0+0000 0 0 O O } 0 0 p O° 0 0 °0 �..O0 °p0 O pogo 00, O.p O p.. Co 00°0 Oa °'0o ° 0 1. SANDBAG UPSTREAM AND DOWNSTREAM OF TEMPORARY CULVERTS. 0000 0 °O 00.0po ° 00 OOp p 0 o0° 00 00 O oo o p o O 2. PUMP STREAM BASE FLOW AROUND THE 0O .000 ° 0 00 ° ° O O 00oO O �° p O 0' od: o o p°0p0 0 °O' ° CONSTRUCTION WITHIN THE STREAM. °O0 1 INSTALLTHE CULVERT(S) AND BACKFILL WITH STONE O ° 0 0� O 0' 0°o 0. 00 o .0 ° p o o0 O 0 O. 0 O p PC, 0° 0 0 ° .0 6o AS SHOWN IN THE DETAIL.0 p0 4. REMOVE UPSTREAM SANDBAGS TO ALLOW FLOW THROUGH THE TEMPORARY CULVERTS. 5. RE -INSTALL THE SANDBAGS PRIOR TO THE FORCEMAIN INSTALLATION AND PUMP STREAM BASE FLOW AROUND THE STREAM CROSSING. 6. TRENCH UNDER THE TEMPORARY CULVERTS TO INSTALL THE FORCEMAIN. TOP OF BANK 7. RESTORE DISTURBED STREAM BANK TO THE PL N TOP OF BANK ORIGINAL CONDITION. B. REMOVE SANDBAGS TO ALLOW STREAM TO FLOW PROPOSED THROUGH CULVERTS. FORCE MAIN 10'x10' DEWATERING/SEDIMENTATION BASIN WITH 2:1 SIDE SLOPES SAND BAG DOWNSTREAM OF CULVERT DURING CULVERT INSTALLATION ". AND FORCE MAIN INSTALLATION. SAND BAG CAN BE REMOVED TO PASS STREAM BASE FLOW WHEN NO CONSTRUCTION WIHTIN STREAM BANK. STREAM CROSSING PIPE DIAMETER # OF PIPES S1 18" 1 S2 20" 1 TEMPORARY STREAM CROSSING