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Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) 11 LF 15" SOLID HDPE S = 1.0 % FF:618.0 FF:618.0 GF:597.0 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 S 596 W 80 LF 12" POROUS HDPE S=0% S W B-INLET (CB-41) TG:594.94 INV(OUT):590.05 w 5 LF 15" SOLID HDPE S = 1.0 % S W 59 4 S S S W 2 59 57 8 57 4 568 W W 57 S W W 4 W W 594 58 0 S 578 W W 0 57 W W 6 W W W W 57 57 8 57 8 6 56 56 P.S. 592 S 4 S 57 S 8 SAN-MH2 RIM:566.09 INV. IN: 563.65 INV. OUT: 563.55 56 S 2 57 S 58 2 58 0 PUMP STATION-MH1 RIM:570.66 INV. IN: 562.90 INV. IN: 563.00 0 584 124 LF 8" SDR-35 PVC S = 0.52% 586 B-INLET (D-2) TG:573.75 INV. IN: 570.75 INV. OUT: 570.65 23 LF 15" HDPE S = 1.08% B-INLET (D-1) TG:573.75 INV. OUT: 571.00 FILTERRA MTD-4 Anderson Consulting Services LLC BCA PWA PWA Drawn by Designed by Checked by AS SHOWN G D.2 596 0 S Date W S 42 LF 15" HDPE S = 1.00% S 57 S 6 57 56 6 Proj. No. W W S S 6 W W W 580 W W S W 57 57 2 S 6 W W W D-4 TG:580.00 (D-3) INV. IN: 576.58 INV. OUT: 576.48 W 57 FILTERRA MTD-3 STORM MANHOLE RIM: 569.0 INV:565.0 116 LF 15" HDPE S = 6.1 % 566 B-INLET (D-18) TG:565.52 INV:562.80 B-INLET (D-17) TG:565.52 INV(OUT):562.80 LGF:582.0 582 84 LF 15" HDPE S = 3.75 % 73 LF 15" HDPE S = 7.85 % SAN-MH 9 RIM:580.94 INV. IN: 573.29 INV. OUT: 573.19 584 W S MATCHLINE SP-22 16 LF 12" POROUS HDPE S = 0% INV: 562.8 STORM MANHOLE RIM: 565.8 INV:558.0 BUILD IN W CASCADE SEPARATOR MTD-2 S S S W W 5 LF 15" HDPE S = 1.05% 114 LF 8" SDR-35 PVC S = 1.01% SAN-MH3 RIM:566.76 INV. IN: 564.90 INV. OUT: 564.80 115 LF 15" SOLID HDPE S = 3.1% INV: 562.0 60 LF 15" HDPE S = 1.00% W S 119 LF 15" HDPE S = 1.7 % 586 W S 568 OCS-10 TG:577.50 42"x12" OPENING: 576.25 INV. OUT: 573.75 W 570 W S 60 FT BRIDGE SPANNING WETLANDS INV: 576.00 2'x3' SCOUR HOLE D50 = 6" HW INV: 555.00 26 LF 12" DIP S = 1.0% OUTLET STRUCTURE (#9) TG: 568.2 4' WEIR: 564.0 3" ORIFICE: 563.0 INV(12" IN): 562.8 INV(15" IN): 556.0 INV (12" OUT): 555.25 588 Scale S W W W S 196 LF 8" SDR-35 PVC S = 2.00% 17 LF 15" HDPE S = 1.16% CASCADE SEPARATOR MTD-1 58 LF 15" HDPE S = 1.03% 0 W W W S INV: 576.00 STONE RIP RAP # B10-1 - SEE

T): 555.25 588 Scale S W W W S 196 LF 8" SDR-35 PVC S = 2.00% 17 LF 15" HDPE S = 1.16% CASCADE SEPARATOR MTD-1 58 LF 15" HDPE S = 1.03% 0 W W W S INV: 576.00 STONE RIP RAP # B10-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com S CASCADE SEPARATOR MTD-35 0 175 LF 8" SDR-35 PVC S = 5.81% 8 59 58 50 LF 8" SDR-35 PVC S = 1.38% 62 LF 15" HDPE S = 1.01% B-INLET (D-5) TG:580.22 (D-4) INV. IN: 575.85 INV. OUT: 575.75 B-INLET (D-3) TG:580.00 INV. OUT: 577.00 PRELIMINARY AND FINAL SITE PLAN 56 W FF:618.0 B-INLET (D-7) TG:589.50 GF:594.0 INV. OUT: 586.50 59 B-INLET (D-6) TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 572 Call before you dig. 203 LF 8" SDR-35 PVC S = 1.99% W SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 2 S B-INLET (D-8) TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 ENCASE PIPE IN CEMENT UNDER WALL STONE RIP RAP # B10-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" S 56 6 56 8 0 57 2 57 4 57 6 W 57 W CASCADE SEPARATOR MTD-34 S 4 57 Know what's below. SAN-MH 10 RIM:592.27 INV. IN: 577.43 INV. OUT: 577.33 19 LF 15" SOLID HDPE S = 3.42 % S R MATCHLINE SP-24 W B-INLET (D-13) TG:593.00 INV. OUT: 590.00 4 56 5 B-INLET (D-14) TG:593.00 INV. OUT: 590.00 W MATCHLINE SP-24 213 LF 8" SDR-35 PVC S = 2.00% W STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):590.0 INV: 590.0 STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):590.10 (CB-74)INV(IN):590.10 INV: 590.20 POOL 586.2 76 PROPOSED HYDRANT VALVE PROPOSED IN LINE WATER VALVE 56 LF 12" POROUS HDPE S=0% 6 PROP. HYD #5 w w STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. S W 175 LF 15" SOLID HDPE S = 1.0 % SAN-MH 11 RIM:596.54 INV. OUT: 581.69 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W MATCHLINE SP-22 INV: 578.5 WETLANDS EDUCATIONAL SIGN 58 D-9 TG:601.50 INV. OUT: 598.50 PAUL W. ANDERSON W STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) SP-23 SHEET 23 OF 60

Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B 61 W 608 W 600 W 60 D-12 TG:609.00 INV. OUT: 606.00 8FT DRYWELL MH RIM: 603.0 6" ORIFICE: 597.75 INV: 596.0 606 FF:618.0 GF:607.0 W 4 W C.O. INV: 599.0 606 W 2 606 23 LF 8" SCH 40 PVC S = 0.5 % W 60 W A-INLET (TYP) TG: 601.0 INV: 599.0 POA-3--FT-2 (TYP) W CONNECT TO EXISTING INLET INV: 598.0 6 LF 8" SCH 40 PVC A-INLET (TYP) TG: 601.0 INV: 599.0 26 LF 4" SCH 40 PVC S = 3.8 % POA-3--FT-1 (TYP) W MH RIM: 601.0 INV: 598.8 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W 610 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 2 PAUL W. ANDERSON W MATCHLINE 126 LF 15" HDPE S = 4.36% 60 4 6 60 18 LF 4" SCH 40 PVC S = 0.3 % W ESS W Y ACC W GENC EMER 8 60 W W 0 61 D-11 TG:603.50 (D-12) INV. IN: 600.50 INV. OUT: 600.40 W 60 2 W W 612 W W W ING 24 LF 15" HDPE S = 5.32% ILD CASCADE SEPARATOR MTD-36 W PROPOSED SURFACE STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) W 12" 17 LF 12" POROUS HDPE S=0% STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) 3 #4 @ 10" 3" 107 LF 15" HDPE S = 1.03% W 4000 PSI CONCRETE 8 110 LF 15" HDPE S = 2.65% W #4 @ 12" 59 D.1 W 10" OUTLET STRUCTURE (#11) RIM: 597.0 T' WEIR: 590.10 INV: 590.00 (15" OUT) INV: 590.00 (12" IN) D-9 TG:601.50 INV. OUT: 598.50 3" INV: 578.5 3' 0" #5 TOP & BOTTOM 15" ON CENTER MODULAR BLOCK WALL (4FT MAX) SCALE: NTS 6" CLEAN STONE BELOW ROAD D WALL DETAIL SCALE: NTS R Know what's below. Call before you dig. S 4 59 B-INLET (D-13) MATCHLINE SP-23 BCA PWA PWA Designed by Checked by W 6' 0" B-INLET (D-14) TG:593.00 INV. OUT: 590.00 W 2" 1' 3" #5 TOP & BOTTOM 12" ON CENTER W STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):590.0 INV: 590.0 STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):590.10 (CB-74)INV(IN):590.10 INV: 590.20 S MIN OVERLAP OF 24" S #5 12" ON CENTER 213 LF 8" SDR-35 PVC S = 2.00% W 56 LF 12" POROUS HDPE S=0% PROPOSED IN LINE WATER VALVE S 11' 0" 14' 0" #5 FRONT & BACK 15" ON CENTER PROPOSED HYDRANT VALVE W STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") PROP. HYD #5 w w STRATAGRID 200 4.0 FT 5 LF 15" SOLID HDPE S = 1.0 % w WETLANDS EDUCATIONAL SIGN S W B-INLET (CB-41) TG:594.94 INV(OUT):590.05 PRELIMINARY AND FINAL SITE PLAN 80 LF 12" POROUS HDPE S=0% B-INLET (CB-42) TG: 594.94 INV(OUT):

" SOLID HDPE S = 1.0 % w WETLANDS EDUCATIONAL SIGN S W B-INLET (CB-41) TG:594.94 INV(OUT):590.05 PRELIMINARY AND FINAL SITE PLAN 80 LF 12" POROUS HDPE S=0% B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 W BASIN 2 EMBANKMENT WALL SCALE: NTS Date FF:618.0 GF:597.0 S 596 Proj. No. 11 LF 15" SOLID HDPE S = 1.0 % FF:618.0 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY COMPACTED DGA S W 175 LF 15" SOLID HDPE S = 1.0 % #4 @ 12" 537.0 SAN-MH 11 RIM:596.54 INV. OUT: 581.69 Drawn by W 540.0 AS SHOWN W BU #4 @ 18" 546.0 D-10 TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 W W 608 547.0 STRUCTURE - (368) TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 Scale MATCHLINE 610 W W 60 0 Anderson Consulting Services LLC 2 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 61 99 LF 15" HDPE S = 3.04% SAN-MH 10 MATCHLINE SP-23 SP-24 SHEET 24 OF 60

'BASIN 2' OUTLET STRUCTURE #2 'BASIN 1' OUTLET STRUCTURE #1 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B 'BASIN' OUTLET STRUCTURE #3 SCALE: NTS 1" 3" POROUS PAVEMENT #3 SECTION 'BASIN 4' OUTLET STRUCTURE #4 SCALE: NTS BCA PWA PWA Drawn by Designed by Checked by Date 'BASIN 5' OUTLET STRUCTURE #5 SCALE: NTS Proj. No. Anderson Consulting Services LLC SCALE: NTS AS SHOWN INFILTRATION BASIN #2 SECTION SCALE: NTS Scale INFILTRATION BASIN #1 SECTION SCALE: NTS 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 2' 26" MIN MIN MIN SCALE: NTS SCALE: NTS 'BASIN 6' OUTLET STRUCTURE #6 SCALE: NTS 'BASIN 7' OUTLET STRUCTURE #7 POROUS PAVEMENT #4 SECTION SCALE: NTS R Know what's below. Call before you dig. POROUS PAVEMENT #5 SECTION SCALE: NTS POROUS PAVEMENT #6 SECTION SCALE: NTS INFILTRATION BASIN #7 SECTION PRELIMINARY AND FINAL SITE PLAN 1" 3" 5' 2' 5' 18" MIN MIN MIN 1" 3" MIN MIN 64" MIN MIN MIN 36" MIN 1" 3" SCALE: NTS SCALE: NTS SP-25 SHEET 25 OF 60

SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B 'BASIN 9' OUTLET STRUCTURE #9 SCALE: NTS 'BASIN 8' OUTLET STRUCTURE #8 1" 3" 36" MIN MIN MIN SCALE: NTS X X BCA PWA PWA Drawn by Designed by Checked by Date Proj. No. Anderson Consulting Services LLC SCALE: NTS AS SHOWN SCALE: NTS POROUS PAVEMENT #8 SECTION Scale BASIN #9 SECTION SCALE: NTS 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 5' X X STORAGE & OUTLET #9 SECTION VIEW 'BASIN 10' OUTLET STRUCTURE #10 'BASIN 11' OUTLET STRUCTURE #11 X X X X X X SCALE: NTS X X 22 FT SMALL SCALE SUBSURFACE INFILTRATION (#12) SCALE: NTS 'BASIN 10' SECTION SCALE: NTS 'BASIN 11' POROUS PAVEMENT SECTION SCALE: NTS R Know what's below. Call before you dig. PRELIMINARY AND FINAL SITE PLAN SCALE: NTS SP-26 SHEET 26 OF 60

Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B 180° A 180° A A FLOW A FLOW A A FLOW FLOW A TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) A FLOW FLOW TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) FLOW FLOW 96" [2438] I.D. MANHOLE STRUCTURE 72" [1829] I.D. MANHOLE STRUCTURE 60" [1524] I.D. MANHOLE STRUCTURE PLAN VIEW B-B 48" [1219] I.D. MANHOLE STRUCTURE ® NOT TO SCALE www.ContechES.com N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 180° SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 180° ® ® TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) NOT TO SCALE FRAME AND COVER (DIAMETER VARIES) NOT TO SCALE GRADE RINGS/RISERS 2'-3" [686] B OUTLET PIPE VARIES B FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS B PERMANENT POOL ELEVATION PERMANENT POOL ELEVATION (4'-6" [1372]) (4'-0" [1219]) FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS OUTLET PIPE B PERMANENT POOL ELEVATION PERMANENT POOL ELEVATION INLET PIPE OUTLET PIPE (5'-0" [1524]) INLET PIPE B OUTLET PIPE INLET PIPE B B 2'-10" [864] INLET PIPE TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) VARIES VARIES VARIES TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) GRADE RINGS/RISERS TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) CONTRACTOR TO GROUT TO FINISHED GRADE (DIAMETER VARIES) NOT TO SCALE GRADE RINGS/RISERS FRAME AND COVER (DIAMETER VARIES) NOT TO SCALE FRAME AND COVER CONTRACTOR TO GROUT TO FINISHED GRADE 4'-6" [1372] CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS B (DIAMETER VARIES) NOT TO SCALE PLAN VIEW B-B www.ContechES.com NOT TO SCALE CONTRACTOR TO GROUT TO FINISHED GRADE FRAME AND COVER FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS (6'-3" [1905]) ® NOT TO SCALE 3'-4" [1016] PLAN VIEW B-B www.ContechES.com PLAN VIEW B-B www.ContechES.com SOLIDS STORAGE SUMP SOLIDS STORAGE SUMP SOLIDS STORAGE SUMP ELEVATION A-A NOT TO SCALE NOT TO SCALE ELEVATION A-A NOT TO SCALE CASCADE SEPARATOR CS-4 CASCADE SEPARATOR CS-5 SCALE: NTS SCALE: NTS CASCADE SEPARATOR CS-6 CASCADE SEPARATOR CS-8 SCALE: NTS SCALE: NTS VAULT LENGTH VAULT WIDTH INLET SHAPING (NOT BY CONTECH) VAULT LENGTH C B B C VAULT

EPARATOR CS-5 SCALE: NTS SCALE: NTS CASCADE SEPARATOR CS-6 CASCADE SEPARATOR CS-8 SCALE: NTS SCALE: NTS VAULT LENGTH VAULT WIDTH INLET SHAPING (NOT BY CONTECH) VAULT LENGTH C B B C VAULT LENGTH VAULT LENGTH A VAULT LENGTH A Anderson Consulting Services LLC CLEAN OUT TREE GRATE CURB INLET OPENING CURB (NOT BY CONTECH) PWA Checked by PLANT PROVIDED BY CONTECH PWA RIM/FG Designed by PLAN VIEW PLAN VIEW PLAN VIEW BCA C/L Drawn by SDR 35 OUTLET COUPLING CAST INTO PRECAST VAULT WALL (OUTLET PIPE LOCATION MAY VARY) ENERGY DISSIPATION ROCKS 3" MULCH LAYER, TYP. PROVIDED BY CONTECH 6"Ø UNDERDRAIN FLOWKIT PROVIDED BY CONTECH 18" FILTERRA MEDIA, TYP. PROVIDED BY CONTECH PIPE OUT FT-HC LONG SIDE INLET CONFIGURATION 6" 16'-0" 17'-0" 6" DESIGNATION AVAILABILITY FT0604-HC ALL DE, MD, NJ, PA, VA, WV ONLY FT078045-HC MWS L-8-16-4'-3.5'-V TREATMENT DEVICE SCALE: NTS SECTION B-B SECTION C-C SECTION A-A MEDIA BAY SIZE FT-HC SHORT SIDE INLET CONFIGURATION VAULT SIZE (L x W) OUTLET PIPE DIA TREE GRATE QTY & SIZE DESIGNATION AVAILABILITY MEDIA BAY SIZE VAULT SIZE (W x L) OUTLET PIPE DIA TREE GRATE QTY & SIZE 6x4 6x4 6" SDR 35 (1) 3' x 3' FT0406-HC ALL 4x6 4x6 6" SDR 35 (1) 3' x 3' 7.83 x 4.5 7.83 x 4.5 6" SDR 35 (1) 3' x 3' FT0408-HC N/A DE, MD, NJ, PA, VA, WV 4x8 4x8 6" SDR 35 (1) 3' x 3' DESIGNATION AVAILABILITY N/A DE, MD, NJ, PA, VA, WV 8x4 8x4 6" SDR 35 (1) 3' x 3' FT045078-HC DE, MD, NJ, PA, VA, WV ONLY 4.5 x 7.83 4.5 x 7.83 6" SDR 35 (1) 3' x 3' FT0806-HC ALL 8x6 8x6 6" SDR 35 (1) 4' x 4' FT0608-HC ALL 6x8 6x8 6" SDR 35 (1) 4' x 4' FT1006-HC ALL 10 x 6 10 x 6 6" SDR 35 (1) 4' x 4' FT0610-HC ALL 6 x 10 6 x 10 6" SDR 35 (1) 4' x 4' FT1206-HC ALL 12 x 6 12 x 6 6" SDR 35 (2) 4' x 4' FT0612-HC ALL 6 x 12 6 x 12 6" SDR 35 (2) 4' x 4' FT1307-HC ALL 13 x 7 13 x 7 6" SDR 35 (2) 4' x 4' FT0713-HC ALL 7 x 13 7 x 13 6" SDR 35 (2) 4' x 4' FT1408-HC CALL CONTECH 14 x 8 14 x 8 6" SDR 35 (2) 4' x 4' N/A = NOT AVAILABLE FT1509-HC CALL CONTECH 15 x 9 15 x 9 6" SDR 35 (2) 4' x 4' FT1608-HC CALL CONTECH 16 x 8 16 x 8 6" SDR 35 (2) 4' x 4' FT1808-HC CALL CONTECH 18 x 8 18 x 8 6" SDR 35 (2) 4' x 4' FT2008-HC CALL CONTECH 20 x 8 20 x 8 6" SDR 35 (3) 4' x 4' FT2208-HC CALL CONTECH 22 x 8 22 x 8 6" SDR 35 (3) 4' x

4' x 4' FT1808-HC CALL CONTECH 18 x 8 18 x 8 6" SDR 35 (2) 4' x 4' FT2008-HC CALL CONTECH 20 x 8 20 x 8 6" SDR 35 (3) 4' x 4' FT2208-HC CALL CONTECH 22 x 8 22 x 8 6" SDR 35 (3) 4' x 4' MEDIA BAY SIZE VAULT OUTLET SIZE PIPE (W x L) DIA TREE GRATE QTY & SIZE FT0404-HC ALL 4x4 4x4 6" SDR 35 (1) 3' x 3' FT0606-HC ALL 6x6 6x6 6" SDR 35 (1) 3' x 3' N/A = NOT AVAILABLE FT0804-HC N/A = NOT AVAILABLE FT-HC SQUARE INLET CONFIGURATION Date PRELIMINARY AND FINAL SITE PLAN 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY CONTECH 3'-4" (3.33') INV. TO TOP STREET 2"Ø IRRIGATION PORT, TYP. 3 PLACES 3'-4" (3.33') INV. TO TOP TOP SLAB 3'-4" (3.33') INV. TO TOP CURB AND GUTTER (NOT BY CONTECH) SEE FILTERRA STANDARD OFFLINE CURB INLET DETAIL SHEET TREE FRAME AND GRATE CAST INTO TOP SLAB PIPE IN Proj. No. GALVANIZED ANGLE NOSING CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB AS SHOWN ELEVATION A-A Scale NOT TO SCALE 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com SOLIDS STORAGE SUMP ELEVATION A-A FILTERRA HC OFFLINE (FT-HC) SCALE: NTS R Know what's below. Call before you dig. SP-27 SHEET 27 OF 60

2. PIPE TO BE CUT FLUSH WITH BASIN WALL. 3. INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLET. 4. BOTTOMS SHALL BE DISHED AND SLOPED TOWARD THE OUTLET. 5. FRAME SHALL BE CAMPBELL FOUNDRY PATTERN NO. 3432 WITH BICYCLE GRATE PATTERN NO. 2617, OR APPROVED EQUAL. FRAME & GRATE SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 1. INLET MAY BE CONSTRUCTED OF CONCRETE OR CONCRETE BLOCK. IF CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE, AND THE OUTSIDE WALL SHALL BE PLASTERED WITH A 1/2" THICK COAT OF 1:2 CEMENT, SAND MORTAR. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B FULLY SET CASTING IN MORTAR COMPLETELY AROUND VARIABLE 5" IF PRECAST 6" IF CONC. BLOCK 12" IF OVER 8' DEEP CLASS "C" CONCRETE BENCH 0.8 DIA. of PIPE 2" MIN. 3/8" MORTAR JOINTS (IF CONC. BLOCK) CLASS "D" CONCRETE 6" 8" 4'-0" INLET FOUNDATION TO BE EXTENDED 6" WHERE DEPTH EXCEEDS 8' EXCEPT IN ROCK 6" 5'-4" 8" 8" 8" 8" VARIABLE CLASS "C" CONCRETE OR CONCRETE BLOCK LADDER RUNGS 18" O.C. 6" 8" 1'-10" 8" 6" 3'-2" TYPE 'A' INLET SCALE: NTS TYPE "E" INLET SCALE: NTS INLET TYPE "B" SCALE: NTS A Anderson Consulting Services LLC 45 o F B VARIES PRESSURE TREATED DOUBLE 2"x10" WETLANDS EDUCATIONAL SIGNS 10" SCALE: NTS 8" 6"x6" PRESSURE TREATED COLUMN PRECAST MANHOLE 6" G 4' 0" SCALE: NTS PLAN VIEW GROUND BCA PWA PWA Designed by Checked by D E Date C Proj. No. 42" CLASS B CONCRETE CAST IN SONOTUBE Drawn by A AS SHOWN 4' 0" 1"x6" DECKING SCREWED TO JOISTS Scale 2"x8" JOISTS 2' - 0" ON CENTER 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 4"x4" PRESSURE TREATED RAILING BOLTED WITH GALVANIZED BOLTS DETENTION INFLOW RIPRAP TABLE BOARDWALK DECK SECTION SCALE: NTS 8" BASIN La 3Wo Wa D50 VRIPRAP DETENTION OUTFLOW RIPRAP TABLE B-1.1 20' 6.0' 26' 6" 19.0 cy BASIN La 3Wo Wa D50 VRIPRAP B-2.1 10' 4.0' 14' 6" 5.18 cy B-1 10' 4.0' 14' 6" 2.52 cy B-2.2 15' 4.0' 19' 6" 4.24 cy B-2 13' 4.0' 16' 6" 13.5 cy B-7 22' 6.0' 28' 6" 4.02 cy PP-9 3' 3.0' 2' 6" 16.4 cy B-10.1 13' 4.0' 16' 6" 3.37 cy B-10 14' 4.0' 17' 6" 2.52 cy B-10.2 11' 4.0' 15' 6" 3.58 cy PP-11 13' 4.0' 17' 6" 2.52 cy 8' 0" & VARIES 4" 1 21