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HomeMy WebLinkAboutSDP201600074 Calculations Initial Site Plan 2016-12-09hNJZrD AND ASSOCIATES INC REFLECTING TOMORROW December 9, 2016 Matt Wentland Engineering Department 401 McIntire Road Charlottesville, VA 22902 P: (434) 296-5832 ext. 3458 RE: Timberland Park Apartments — SDP2016-053 Stormwater Management Conveyance Calculations Charlottesville, Virginia Please find attached calculations for review of Stormwater Conveyance System. Attachments include: Inlet DA Map Inlet Calculations 10 -yr Storm Sewer Design 10 -yr HGL Calculations Storm Summary Hydrology Worksheet for Flume Flume Calculations Please do not hesitate to contact me with any concerns and/or questions that may arise. Sincerely, Balzer and Associates, Inc. Kent O'Donohue, PLA Project Manager PLANNERS ' ARCHITECTS ' ENGINEERS ' SURVEYORS ROANOKE ' RICHMOND ' NEW RIVER VALLEY ' SHENANDOAH VALLEY 1561 Commerce Road, Suite 401 ' Verona, Virginia 24482 ' (540) 248-3220 • FAX (540) 248-3221 N M \ \ --//�- ✓//�,,' ���� 1 \ ) �� �' 'IIIIII///! /// �� �/ ?y ✓r // /� / / !,-A// STIR 1.14 AC. 034 CS si� 18 I / / � \ \ � i / // l \ \ � / /i � � � � �% • // �'\ / i� %- y � _ 0.12 ACS \ // / // /�-1 \\ 1 I \ // l / ��/__✓ Ff!� J_ ✓y�� / �` .0 IMP. \� 1 / �� L!� //--//i/� j� '���e/�✓��\ �� / / _ y / STIR 16 // / /�- / f / 5fR�42 --, \ 0.21 ACS H �\ - ��_- //i//._ //�/� j�•� �✓ ✓y✓r ^`J /'� 0.27 ACS P. \�- / /i/�-�✓�%%%iN"i'.. �- ! r /�.�� yy�' \ / %/ / /�0.19JACS _IMP. � \ \ � I � j �'✓ - i �/%i � fr � r��i/._ � r , _ \ / 000 1 D. ACS I i STIR #4 0 ACS. IM G 0.34 ACS I �. 0.33 ACS 14P k 09 B3 2 -_- - \\ \ \\ \ \ \\ \\ 0.09 Acs E / �\�\\ \ \\ \\\\� \\ \IISat v \\\ ., r i \I / oo°0 005 ACIM 1 B-2 0.08 ACS I/Slip./ 1. I 02-q E \ �\ \� \\ \\ \ I \1 I I IIII I I II I/- --- - \ \ FUUME - _ — — /{ Y I I 1 I I 50. A ACS \ \ 1 ! 0 5 ACS IMP. \\ I I l� ISI III/�/ _ 00 0 �\� 0.65 ACS -- /C— / B3-1 / b°° I 1 I I 54 ACSJMP— — — — _ / 0.08 ACS I / eo I oo°I STR 12 0 5 I P. / IACS .0 0.02 AC ° / ID.16 ACS / ✓ / I 1 \ \ \ \ �\ \ \ \ ° \ 5 AC� IM 0.05 I / / / / / / % I \ \ \ \ \ \� \ \ .11 ACS 0.08 ACS D 0 \ .OS IMP. A / 52-1005 ACS IMP0.44 ACS / I I 0.07 ACS I I (I / // //'/ /'/ // / // // I 1 \ \ \ \ \ \ 11 II�IP.� \\ ° \\ ✓ / // °o ISI 1019 AC 1 0.31 ACS .31 ACS 0.32 ACS c� 1 IM. AC / I rITIIIIIFT-� I w .balzer.ee seaaaron New River Valley Roanoke Richmond Harrisonburg Balzer and Associates, Inc 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 Q QZ � U L) w F > & C9 n d? Z w Z, O zo H Q° W J 0 w W Z co OD a DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE 1"=100' REVISIONS - 09 - 26-2016 EVISIONS:09-26-2016 ARB 12-09-2016 ISP #1 SHEET NO. DA -3 JOB NO. 34160034 CURB INLET WORKSHEET - SAG INLETS PROJECT NAME: Timberland Park Apartments PROJECT #: DATE: 11/27/2016 BY: DKO 34160034 Sag Inlet SUM CA = 0.20 LONGITUDINAL L PIEuo/NTL 0.0077 INLET SLOPE LENGTH SPREAD SAG SPREAD INLET # co INLET FROM INLET # L DA C TOTAL CO (IN) = 0.0 cfs C 0.01 o.0.oz7373 2 7.42' 2.5' 4.34' 7.09' 1 1 2 0.19 0.12 6 528 6.90' 1 2 0.33 0.01 0.9 0.35 Storm Total Co (IN) = 1 2 3 4 0.19 0.08 0.9 0.35 NOSE: Left Gutter Flow + CO = .796 cfs Check Storm Total Co (IN) _ Total Gutter Flow+CO(IN) = .0 cfs 1.294 cfs NOSE: 1.385 cfs B co (IN) Total Gutter Flow+CO(IN) = FROM INLET "0(I N) Right Gutter Flow + CO = .0 cfs d = 0.20 R DA C 1 0.20 R DA C 1 2 2 2 Total Gutter Flow = 796 cfs Total Gutter Flow = 1.202 cfs 3 3 3 d = 0.15 d = 0.14 4 4 4 TOTAL STORM DESIGN TOTAL STORM DESIGN DA ADJ. C TOTAL STORM DESIGN DA ADJ. C DA C DA C DA C DA C VALUES 0.27 1 0.74 SLOT: --N-- 1 SLOT: N 2 3 4 0.9 2 0.18 0.4 3 Tc OLF C Length Sloe Tc CHAN. Length OH Tc INLET Tc 5.0 min FLOW 0.00 0.00 FLOW I 1 0.00 Sag Inlet SUM CA = 0.30 INLET SLOPE SLOPE (FT/FT) LENGTH SPREAD SAG SPREAD INLET # co INLET # CO (IN) TOTAL CO (IN) = 0.0 cfs 0.0 cfs FRO#INLET INLET L DA C 0.01 o.0.oz7373 2 5' 2.54' 7.42' 4 1 1 2 0.19 0.12 6 528 6.90' 1 2 0.33 0.01 0.9 0.35 Storm Total Co (IN) = .040 cfs 6 .0 .Check NOSE: B 3 4 cfs Total Gutter Flow+CO(IN) = 1.385 cfs Left Gutter Flow + CO = 1.202 cfs Total Gutter Flow+CO(IN) = 1.993 cfs "0(I N) .852 .0 cfs FROM INLET # 0.21 Right Gutter Flow + CO = .0 cfs d = 0.20 R DA C 1 2 2 .852 cfs Total Gutter Flow = 1.202 cfs 3 3 0.15 d = 0.14 4 4 TOTAL STORM DESIGN DA ADJ. C TOTAL STORM DESIGN DA ADJ. C C DA C DA C DA C DA C DA C DA C DA C VALUES O.H2 0.77 SLOT: N 1 0.3 0.9 2 0.18 0.4 3 4 C Length Tc OLF C Length Sloe Tc I CHAN. Length OH Tc INLET Tc 5.0 min FLOW I 1 0.00 0.001 bag Inlet SUM CA = 0.21 LONGITUDINAL SLOPE ] INLET SLOPE LENGTH SPREAD SAG SPREAD INLET # CO (IN) TOTAL CO (IN) 0.0 cfs 10 FROM INLET # DA c o.0.oz7373 2 5' 2.54' 7.42' 1 1 2 0.19 0.12 0.9 0.35 Check Storm Total Co (IN) _ .0 cfs NOSE: B 3 4 Left Gutter Flow + CO = cfs Total Gutter Flow+CO(IN) = 1.385 cfs co (IN) FROM INLET # Right Gutter Flow + CO = .852 .0 cfs d = 0.21 R DA C 1 2 Total Gutter Flow = .852 cfs 3 d = 0.15 4 TOTAL STORM DESIGN DA ADJ. C DA C DA C DA C DA C VALUES 0.31 1 0.69 SLOT: --N-- 1 2 1 1 1 3 4 Tc OLF C Length Sloe Tc CHAN. Len th OH Tc INLET Tc 5.0 min FLOW 0.00 O.00 CURB INLET WORKSHEET - GRADE INLETS PROJECT NAME: Timberland Park Apartments PROJECT #: 34160034 DATE: 11/27/2016 BY: DKO Grade Inlet "LET LONGITUDINALLENGTH UDINAREAD 4.0' "LET LENGTH CARRY OVER OUT SLOPE -9 EAD CARRY OVER OUT SUM CA TOTAL CO (IN) = 0.139 = 0.000 INLET # CO (I") FROM INLETDA O.g 0.35 C �LON&-rmNAL NOSE: B 14 10.0' 6 0.01 6.0' 1.90' 0.9 0.35 Check Storm Total Co (IN) _ .10 cfs 18 Gutter Flow = 2.344 cfs NOSE: B 1 2 0.15 0.01 0.9 0.35 Eff = 1.00 Gutter Flow = .554 cfs Check Storm Total Co (IN) _ .0 cfs NOSE: B 3 DA I ADJ. C 1 Len. Req = Eff = 1.00 Carry Over (Il`= .0 cfs Total Gutter Flow+CO(IN) = .90 cfs Length 4 INLET TO 5.0 min Len. Req = 5.86 Total Flow = 554 cfs Carry Over (Out) = 0.04 cfs DA C DA C DA C DA C SLOT: N 1 2 3 4 TOTAL STORM DESIGN DA ADJ. C VALUES 0.23 0.83 C DA C DA C DA C SLOT: N 1 .- 0.05 0.9 2 0.02 0.4 3 FLOW 4 0.00 0.00 Tc OLF C Length Slope Tc CHAN. Length AH TO INLET TO 5.0 min FLOW I I 0.00 0.00 raene "LET LONGITUDINALLENGTH UDINAREAD 4.0' SLOPE CARRY OVER OUT SUM CA TOTAL CO (IN) = 0.586 = 0.030 INLET # co ON) DA C FROM INLET DA C O.g 0.35 Check Storm Total Co (IN) _ .0 cfs NOSE: B 14 10.0' 7.75 0.01 1 2 034 0.8 0.9 0.35 Check Storm Total Co (IN) _ .10 cfs 18 Gutter Flow = 2.344 cfs NOSE: B 3 Total Flow = .278 cfs Eff = 1.00 Carry Over (1l'= .030 cfs Total Gutter Flow+CO(IN) = 3.909 cfs DA C 4 TOTAL STORM DESIGN DA I ADJ. C 1 Len. Req = 10.32 Total Flow = 2.374 cfs Carry Over (Out) = 0.29 cfs CHAN. Length AH Tc INLET TO 5.0 min FLOW 0.00 TOTAL STORM DESIGN DA ADJ. C VALUES 1.14 0.51 DA C DA C DA C DA C SLOT: N 1 2 3 4 Tc OLF C Length Slope Tc CHAN. Length AH Tc INLET Tc 5.0 min FLOW 0.00 0.00 raene INLET LONGITUDINAL LENGTH SLOPEL= 4.0' SLOPE SPREAD CARRY OVER OUT SUM CA TOTAL CO (IN) = 0.118 = 0.000 INLET# co ON) DA C FROM INLET DA C0.0352 0 05 0.07 O.g 0.35 Check Storm Total Co (IN) _ .0 cfs NOSE: B 16 # 6.0' 1.63' 0.00 1 2 - -0-O 0.13 0.g 0.35 Check Storm Total Co (IN) _ .0 cfs 4 Gutter Flow = .470 cfs NOSE: B 3 Total Flow = .278 cfs Eff = 0.99 Carry Over (11,= .0 cfs Total Gutter Flow+CO(IN) = .764 cfs DA C 4 TOTAL STORM DESIGN DA I ADJ. C Len. Req = 6.35 Total Flow = .470 cfs Carry Over (Out) = 0.05 cfs CHAN. Length AH Tc INLET TO 5.0 min FLOW 0.00 TOTAL STORM DESIGN DA ADJ. C VALUES 0.21 0.56 DA C DA C DA C DA C SLOT: N 1 2 3 4 Tc OLF C Length Slope Tc CHAN. Length AH Tc INLET Tc 5.0 min FLOW 0.00 0.00 Grade Inlet '"ET g NNGI FrNAL LENGTH 0.0521 4.0' SLOPE SPREAD 1.24' Gutter Flow CARRY OVER (OUT) 0.03 = .278 cfs SUM CA TOTAL CO (IN) = 0.070 = 0.000 INLET # co (IN) FROM INLET 18 # DA C 1 2 0 05 0.07 O.g 0.35 Check Storm Total Co (IN) _ .0 cfs NOSE: B 3 Eff = 0.88 Carry Over (Il`= .0 cfs Total Gutter Flow+CO(IN) = .452 cfs 4 Len. Req = 5.73 Total Flow = .278 cfs Carry Over (Out) = 0.10 cfs SLOT: N 1 DA C DA C 2 3 DA C DA C 4 TOTAL STORM DESIGN DA I ADJ. C VALUES 0.12 0.58 Tc OLF C Length Sloe Tc 0.00 CHAN. Length AH Tc INLET TO 5.0 min FLOW 0.00 OTHER INLET WORKSHEET PROJECT NAME: Timberland Park Apartments PROJECT #: 34160034 DATE: 11/27/2016 BY: DKO inlet DATA CALCULATIONS IDF CURVE REFERENCE: ALBEMARLE CO. OLF-Seelye from VDOT Drainage manual App 6D-1 Total Adj AREA C Time of Concentration Area= C ac= ###### %@ #DIV/0! ftOLF@ % 0.00 min 0.00 SLOT: N ac = ##k### %@ _C= C = #DIV/0! ft CF 4H = 0.00 min MH -2 ac = ###### %@ C = #DIV/0! ftCFAH = 0.00 min r ac = ###### %@ C= #DIV/0! Tc = 5.00 min ac = ###### %@ C = #DIV/0! ADJ. C' = 0.000 IC factor for OLF= Total Adj AREA C Time of Concentration Area = C 0.01 ac = 50 %@ 0.90 C = 0.45 ft OLF@ % = 0.00 min 12 0.02 ac 0.63 SLOT: N 0.01 ac = 50 %@ 0.35 C = 0.18 ft CF AH = 0.00 min Twe_ NYLOPLAST ac = 0 %@ C= 0.00 ft CF AH = 0.00 min Comments: INLINE DRAIN WITH DOME ac = 0 %@_ _ C = 0.00 Tc = 5.00 min GRATE ac = 0 %@ C= 0.00 ADJ. C' = 0.625 C factor for OLF= STORM SEWER DESIGN 10 YEAR FREQUENCY ftkLZLQ 1 Project: Job# : Date: By: Timberland Park Apartments 34160034 11/27/2016 DKO IDF CURVE REFERENCE: ALBEMARLE CO. FROM POINT TO POINT DA (ACRES) C CA INCR. ACCUM. TC (MINUTES) RAINFALL RUN-OFF (IN/HR) (CFS) LINE INVERT UPPER INVERT LOWER LENGTH (FEET) SLOPE DIAM. (INCHES) MANNING'S N COEFF. CAPACITY (CFS) VELOCITY (F.P.S.) FLOW TIME (MINUTES) PERCENT CAPACITY 12 10 0.02 0.63 0.01 0.01 5.00 6.67 0.08 11 430.75 430.41 9.50 3.58% 12 0.011 7.96 3.25 0.05 0.01 10 8 0.31 0.69 0.21 0.23 5.05 6.65 1.50 9 430.31 430.01 59.14 0.51% 15 0.011 5.44 3.80 0.26 0.28 8 6 0.00 0.00 0.00 0.23 5.31 6.56 1.48 7 429.91 429.41 82.89 0.60% 15 0.011 5.93 4.02 0.34 0.25 6 4 0.23 0.83 0.19 0.42 5.65 6.45 2.69 5 429.31 425.16 186.25 2.23% 15 0.011 11.39 7.59 0.41 0.24 4 2 0.82 0.77 0.63 1.05 6.06 6.33 6.64 3 425.06 424.55 82.28 0.62% 18 0.011 9.77 5.88 0.23 0.68 2 1 OUT 0.27 0.74 0.20 1.25 6.29 6.26 7.82 1 424.45 422.00 202.25 1.21% 18 0.011 13.66 7.97 0.42 0.57 18 16 0.12 0.58 0.07 0.07 5.00 6.67 0.46 17 413.29 412.39 42.11 2.14% 15 0.011 11.16 4.41 0.16 0.04 16 14 0.21 0.56 0.12 0.19 5.16 6.61 1.24 15 409.89 408.93 191.64 0.50% 24 0.011 18.92 3.35 0.95 0.07 14 130UT 1.14 0.51 0.59 0.77 6.11 6.32 4.88 13 408.83 408.19 127.24 0.50% 18 0.011 8.80 5.11 0.42 0.55 B5-1 B4-1 • 0.44 0.49 0.21 0.21 5.00 6.67 1.43 442.32 • 439.87 245.00 1.00% 12 0.011 4.21 4.89 0.84 0.34 B4-1 B4-2 • 0.11 0.60 0.07 0.28 5.84 6.40 1.79 439.87 • 437.15 100.00 2.72% 12 0.011 6.94 7.43 0.22 0.26 B4-2 B4-3 • 0.08 0.69 0.06 0.34 6.06 6.33 2.13 437.15 • 435.57 29.00 5.45% 12 0.011 9.82 9.97 0.05 0.22 B4-3 C.O. • 0.32 0.54 0.17 0.51 6.11 6.32 3.21 437.50 • 434.00 160.00 2.19% 12 0.011 6.23 8.04 0.33 0.52 I)AtftV PROJECT: Timberland Park Apartments . PROJECT NO: 34160034 CREATED BY: DKO f DATE: November 27, 2016 10 YEAR RETURN FREQUENCY HYDRAULIC GRADE LINE CALCULATIONS INLET STATION OUTLET WATER SURFACEJUNCTION ELEV. FINAL H INLET WATER SURFACE ELEV. RIM ELEV. Do Qo Lo Sfo Hf LOSS Vo Ho Qi VI QIVI VI"2/2g HI ANGLE Ho Ht 1.31 -It 0.51 -It 2 4 423.20 18" 7.82 202.25 0.55 1.12 4.42 0.08 6.64 5.88 39.04 0.54 0.19 81 0.36 0.62 1.74 424.94 428.36 4 6 425.75 18" 6.64 82.28 1 0.40 0.33 3.76 0.05 2.69 3.76 10.10 0.22 0.08 43 0.09 0.22 0.29 0.62 426.37 428.62 6 8 426.37 15" 2.69 186.25 0.17 0.32 2.19 0.02 1.48 4.02 5.95 0.25 0.09 41 0.10 0.20 0.26 0.59 426.96 432.56 8 10 430.41 15" 1.48 82.89 0.05 0.04 1.21 0.01 1.50 3.80 5.69 0.22 0.08 49 0.10 0.19 0.23 430.64 435.52 10 12 431.01 15" 1.50 59.14 0.05 0.03 1.22 0.01 0.08 3.25 0.27 0.16 0.06 31 0.05 0.11 0.14 0.18 431.19 433.56 12 431.21 12" 0.08 9.50 0.00 0.00 0.11 0.00 0.00 0.00 0.00 431.21 432.66 0.00 14 16 409.39 18" 4.88 127.24 0.22 0.27 2.76 0.03 1.24 3.35 4.14 0.17 0.06 15 0.02 0.11 0.14 0.41 409.80 412.33 16 18 410.53 24" 1.24 191.64 0.00 0.01 0.39 0.00 0.46 4.41 2.04 0.30 0.11 4 0.01 0.11 0.15 0.15 410.68 415.53 18 413.39 15" 0.46 42.11 0.01 0.00 1 0.38 0.00 1 0.00 0.00 0.00 413.39 416.49 0.5 Ht = INLET SHAPING SFo = FRICTION SLOPE (OO-Qi)/Qo = X 1.3 Ht - DROP INLET Hf = FRICTION LOSS DROP INLET X = >20 % H" =BEND LOSS Ho = CONTRACTION LOSS MANHOLE X,20% Ht = TOTAL HEAD LOSS Hi = EXPANSION LOSS STORM SCHEDULE STIR # TYPE NOSE TOP ELEV. HEIGHT LENGTH DIAMETER MATERIAL SLOPE INV. IN INV. OUT COMMENTS 1 202.25 18" 18" TYPE S HDPE 1.21% 424.45 422.00 2 DI -3A TYPE B 429.03 4.58 2.50 ST -1 3 82.28 18" 18" TYPE S HDPE 0.62% 425.06 424.55 4 DI -3C TYPE B 429.29 4.23 6.00 ST -1 5 186.25 15" 15" TYPE S HDPE 2.23% 429.31 425.16 6 DI -313 TYPE B 433.23 3.92 6.00 7 82.89 15" 15" TYPE S HDPE 0.60% 429.91 429.41 8 MH -2 435.52 5.61 ST -1 9 59.14 15" 15" TYPE S HDPE 0.51% 430.31 430.01 10 DI -3A TYPE B 434.23 3.92 2.50 11 9.50 12" 12" TYPE S HDPE 3.58% 430.75 430.41 12 NYLOPLAST 433.33 2.58 INLINE DRAIN WITH DOME GRATE 13 127.24 18" 18" TYPE S HDPE 0.50% 408.83 408.19 14 DI -313 TYPE B 413.00 4.17 10.0 1 ST -1 15 191.64 24" 24" TYPE S HDPE 0.50% 409.89 408.93 16 DI -313 TYPE B 416.20 6.31 6.00 ST -1 17 42.11 15' 15' TYPE S HDPE 2.14% 413.29 412.39 18 DI -313 TYPE B 417.16 3.87 4.00 I HYDROLOGY WORKSHEET PROJECT NAME: Timberland Park Apartments PROJECT #: 34160034 DATE: 11/27/2016 BY: DKO OLF-Seelye from VDOT Drainage manual App 6D-1 inlet DATA CALCULATIONS FLUME Area = 0.65 ac C' Value Time of Concentration CA= 0.52 0.54 ac = 83.1 %@ 0.90 C = 0.75 ft OLF@ % = 0.00 min Tc = 5.00 0.11 ac= 16.9 %@ 0.35 C= 0.06 ft CF AH = 0.00 min I2 = 5.18 in/hr Q2 = 2.72 cfs ac = 0 %@ C= 0.00 ft CF AH = 0.00 min I10 = 6.67 in/hr Q10 = 3.50 cfs ac = 0 %@ C= 0.00 Tc = 5.00 min I25 = 7.48 in/hr Q25 = 4.31 cfs ac = 0 %@ C= 0.00 User defined I100 = 8.76 in/hr Q100= 5.74 cfs ADJ. C'= 0.807 C factor for OLF= Worksheet Worksheet for Rectangular Channel Project Description Worksheet PARKING FLUN Flow Element Rectangular Chz Method Manning's Form Solve For Channel Depth Input Data Mannings Coeffic 0.013 Channel Slope 291800 ft/ft Bottom Width 2.00 ft Discharge 2.72 cfs Results Depth 0.11 ft Flow Area 0.2 ft2 Wetted Perimi 2.21 ft Top Width 2.00 ft Critical Depth 0.39 ft Critical Slope 0.005227 ft/ft Velocity 12.91 ft/s Adequate for Concrete Velocity Head 2.59 ft Specific Ener( 2.70 ft Froude Numb 7.01 Flow Type supercritical Project Engineer: Balzer j:\...\civil\calcs\storm\2016-12-01 calcs.fm2 Balzer and Associates, Inc. FlowMaster v7.0 [7.0005] 12/01/16 03:45:43 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Project Description 0.013 Worksheet PARKING FLUN Flow Element Rectangular Chz Method Manning's Form Solve For Channel Depth Input Data Mannings Coeffic 0.013 Channel Slope 291800 ft/ft Bottom Width 2.00 ft Discharge 3.50 cfs Results Depth 0.12 ft Flow Area 0.2 ftz Wetted Perimi 2.25 ft Top Width 2.00 ft Critical Depth 0.46 ft Critical Slope 0.005281 ft/ft Velocity 14.18 ft/s Velocity Head 3.12 ft Specific Ener( 3.25 ft Froude Numb 7.12 Flow Type supercritical Worksheet Worksheet for Rectangular Channel Adequate for 0.50' curb Project Engineer: Balzer j:\...\civil\calcs\storm\2016-12-01 calcs.fm2 Balzer and Associates, Inc. FlowMaster v7.0 [7.0005] 12/01/16 03:44:55 PM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1