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SDP200100129 Calculations 2002-03-01
a ' R Storm Water Management and BMP Report Sterling University Housing Albemarle County, Virginia 14 December 2001 Rev. 03/01/02 Air. McKEE /CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS • PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 804 - 979 -7522 TABLE OF CONTENTS Introduction Project Description Hydrologic Methodology & Assumptions Summary Pre - Development Drainage Area Map Post - Development Drainage Area Map Inlet Drainage Area Map Time of Concentration Calculations Culvert Capacity Checks Ditch Capacity Checks Storm Drain Design Inlet Design Storm Sewer Structure Schedule BMP Computations Worksheet Sediment Forebay Calculations Water Quality Volume Requirements PondPack Output - Pre - development Model PondPack Output - Post - development Model Public Road Drainage Calculations 3 3 3 4 5 6 7 8 -9 10 -11 12 -13 14 -16 17 18 19 20 21 Appendix A Appendix B Appendix C INTRODUCTION Enclosed are the calculations for the Sterling University Housing project located between Fifth Street Extended, Old Lynchburg Road and Interstate 64. This report includes the BMP phosphorous removal spreadsheet, drainage area maps, inlet calculations, storm drainage pipes and structures capacity calculations, and the PondPack hydrologic calculations, including the land use (curve number) calculations, for the entire drainage area leaving the project site. PROJECT DESCRIPTION The proposed site consists of approximately 15 acres of undeveloped land. The construction property is bounded on the south by Fifth Street Extend, on the west by Old Lynchburg Road, the western residue of the Heischman property, and the Covenant School, on the north by Interstate 64, and on the east by the eastern residue of the Heischman property. The existing land cover is mostly wooded and brushy. There is an existing sediment basin /storm water management pond on the property that was designed and built for the Jefferson National Bank (JNB) project in 1994. This project will utilize the existing JNB pond for managing its storm water runoff. The original storm water pond design has been modified to account for the development of this property. Additionally, the original pond design has been revised to manage storm water from the future development of the western residue of the Fleischman property (8 acres) and a portion of the eastern residue of the Heischman property (1.5 acres). The pre - development drainage area to the pond is approximately 40 acres. The post - development drainage area to the pond expands to approximately 60 acres and requires all of the Heischman western residue post- developed storm runoff to be routed through the Sterling University Housing storm pipe system to the storm water pond HYDROLOGIC METHODOLOGY & ASSUMPTIONS The SCS Unit Hydrograph Method was used to compute and route the peak flows through the revised storm water pond. Due to their small drainage areas, the proposed storm water inlets and pipes were designed using the Rational Method to compute peak flows for the 10 -year storm. The post - development drainage areas and cover coefficients (curve number and "C" value) were computed assuming full build -out of this project shown on the approved preliminary plan. The curve numbers for the SCS method and the runoff coefficient C values were taken from the Virginia Department of Conservation and Recreation's 1992 Virginia Erosion and Sediment Control Handbook. This development (including the Heischman western and portion of eastern residue) will be required to detain the post - development 10 -year storm runoff and release it at a rate less than or equal to the pre - development 10 -year storm peak runoff rate from the existing pond. Pre - development condition in this case was assumed to be the current state of development of the drainage basin, or in other words, the JNB site plus the undeveloped Sterling and Heischman parcels routed through the existing pond and pond structures. This site (including the Heischman western and portion of eastern residue) will also be required to provide storm water quality measures to remove pollutants as measured by the phosphorus loads. SUMMARY In order to handle the proposed development (Sterling and Heischman western residue and a portion of eastern residue), the existing JNB pond will have to be enlarged and the existing outlet structure and existing emergency spillway will have to be modified. The proposed modifications to the existing outlet structure are to plug the existing intermediate stage orifices, add 2 —15" intermediate stage orifices at the new water surface elevation 396.5, and to raise the top elevation to 404.50. The proposed modification to the existing emergency spillway is to raise the spillway from 404.50 to 405.00 which also increase its width from 10' to 12'. The pre - development 10 -year storm currently creates a discharge of 49.60 cfs from the existing pond outlet point. The 10 -year storm post - development peak discharge from the improved pond will be 43.90 cfs at the pond outlet. The calculations show that the 10 -year post- development release rate from the proposed pond is less than the 10 -year pre - development storm peak rate. Additionally, the spillway structures for the improved pond will handle the 100 -year storm without causing damage to the dam. The total impervious area for this site (including the Heischman western and portion of eastern residue) is 683,892 sq. ft. This is 63% of the total site areas. The calculated phosphorus removal requirement is 63 %. The proposed pond improvements will include a sediment forebay, an aquatic bench around the dam at the perimeter of the water surface, and will also utilize an existing wetland bench. This should adequately address the water quality issues for this site. According to the Albemarle County Design Manual, these BMP's will normally remove 50 -65% of the phosphorus. In summary, the improved JNB pond will sufficiently meet the County's storm water management requirements for the Jefferson National Bank (now Wachovia) facility, Sterling University Housing project, the future development of the entire western residue of the Heischman property, and the future development of a portion of the eastern residue of the Heischman property. Additionally, the improved JNB pond will sufficiently meet the County's storm water quality requirements for the Sterling University Housing project, the future development of the entire western residue of the Heischman property, and the future development of a portion of the eastern residue of the Heischman property. ! ." « 6 OIL LIST SOILS O W z w Q E -'I M AP O r r� HYDRO HYDROLOGIC L 7V NUMBER NUMBER NAME GROUP CIS 27B & C & D ELIOAK LOAM C , « r - s 34D GLENEG LOAM B 39D HAZEL LOAM C F- pia r;, X - « t 39 ` -. -. - ; 16 r D v , • Q 39 F 3,9D \ \ ; .f ! _" ..tit : r e, ~♦` `_ ,� i`� ;« �.' 273 XIS NG \ i EDIMENT � 3sD FUTURE ASIN \,\ i/ V T U R E . j p t , J i w 'G EXIS t ` � ,. y'„> . „ • : i t,;' n / . 'w,,. , - S Wly1' POND att,. ' �. � / t ; .f. � , }. � u .✓ ,, i - ---' t i'�� " L n:.•~ wadi``.'" / - , � 4.w" \,rte \ :..,.. y � �.,,. . -�. .,�_ j �' � i — ?.. <�. w ♦ j/' -it ..✓' -' _ 4 _ ,,i ,1 „_, 7;es`:'""':. / -e. ;.+''w~ ! f I Y'34C ; ' - - '♦ 1i - `\ �3' .. �R_ 2 . ZB 34B SB t y s ,. r lit 2 7D 390 , ,. w ' 4 _ 27c \ , ,wEs r AESIDVE r✓ x ° 27C \ ,� 27C T , a, DA 4641 ACRD$ 27B C $4 JN - r` 010(F�tE) - 4960 CFS FROM POND\ % Tc = 5.2 MINUTES t ; ;2 r j 27B .,�� `,-�” �._ N 'r ,1� ' -t - - xrr'r i ~ y r �4 \ 1 IJJJ �t „e.a. /A r., WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesvitle, VA 22902 804.979 -7522 www.mckeecamon.com McKee Carson and Field Sport Concepts, Ltd . reserves as common law copyright and other properly rights in these drawings. All ideas, designs, sections, derails, and plans are the property of McKee Carson." Field Sporl Concepts Lid These plans are not to be reproduced changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first oota nrg the express permscion and consent of either McKee Carson or Field Soon Ccocects. Ltd. u O W z w Q E -'I O r r� 7V CIS Project No.: 0110 Scale: 1" =300' Date: 12/14/01 Revised: Sheet No.: 5 if SOILS LIST MAP NUMBER NAME _A. 27B & C & D ELIOAK LOAM 34B & C & D GLENELG LOAM s 39D HAZEL LOAM ,,. • w..... I 1 / 1 @� t - «.,,�4`'^+,,,�.,� .+ T— y wa _ r \r \\'' t� �r :, ti f ;- .. • — "* 390 , 'W ..340 fB {,,,rte Z.rrr \ �; � .'� • — � 'ss � � =�F t \, % 1 D 1;. {� PROPO SD ' ` `. / 39, %`" / R r - � } `r � ,,= : ,{• - �. �, µr9,0 r.J_ '�'-'*' ^ �, . r . : � /� •r, r, - r\ -^ SWM / FO ND P RO\ � C T SITE i y jj � J/� , v ^,y `� r � 3 %�• J ! F y 1 s � \�\ — I r.. -7—' -r c f j j'..r^xt M- "r`_"��R `..�. 1� "f-.-S A�aN. j t`= I i I _ /- •>, .2f `T"5�`���� 4 r�is`s� .� "f�� a r 27B —r — r, _0111 1111lia— .x c�. .N * ff~ \. � _ ._. 4 � / / '.�• ± / ; � - /��.i'_ Tom`" _ t tit• / 273 /' l i �'' s\ `_ iO ,;x•, - — x I a C ` �Y t y,` .ti*��t ♦ G ;r `\ / ..)� - —T ,.' DA = 6b.26 ACRES 27B 010(PQST) = 43. 0 CFS TC - 2t1_6 M1NUT S 5 1 rl_ r I - , . .:^r�"*za:.�, x+�.f rr � � -� '` r �,• "L, ` 1 1\ /i 1 �`' � ` � �t� Y ' - 1 1 , r HYDROLOGIC GROUP /A r. WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804- 979 -7522 .— mckeecarson. corn McKee Carson and Field Sport Concepts, Ltd reserves rs common law copyright and other property nght: m these drawings. All ideas, designs, setllons, aetwN, and plans are me property of McKee Carson and Field Spon Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any torn manner whatsoever, nor are they to be asegned to any third party without first obaaning the express permission and consent of oher McKee Carson v Field Sport / 7 W 4 . � z Q _0111 1111lia— .x c�. .N * ff~ \. � _ ._. 4 � / / '.�• ± / ; � - /��.i'_ Tom`" _ t tit• / 273 /' l i �'' s\ `_ iO ,;x•, - — x I a C ` �Y t y,` .ti*��t ♦ G ;r `\ / ..)� - —T ,.' DA = 6b.26 ACRES 27B 010(PQST) = 43. 0 CFS TC - 2t1_6 M1NUT S 5 1 rl_ r I - , . .:^r�"*za:.�, x+�.f rr � � -� '` r �,• "L, ` 1 1\ /i 1 �`' � ` � �t� Y ' - 1 1 , r HYDROLOGIC GROUP /A r. WKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804- 979 -7522 .— mckeecarson. corn McKee Carson and Field Sport Concepts, Ltd reserves rs common law copyright and other property nght: m these drawings. All ideas, designs, setllons, aetwN, and plans are me property of McKee Carson and Field Spon Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any torn manner whatsoever, nor are they to be asegned to any third party without first obaaning the express permission and consent of oher McKee Carson v Field Sport Project No.: 0110 Scale: 1" =300' Date: 12/14/01 Revised: Sheet No.: 6 V J 0 W z Q z `J 1W ^W^ H W0 Project No.: 0110 Scale: 1" =300' Date: 12/14/01 Revised: Sheet No.: 6 ---------- ............. ..... - -_ B 4 \ G A 18 1 A-7 ,B -3 H -2 -- G -2 -- SWM POND I,A -6 B 1 4 r B-2 A-4 - - D A 5 ---------- I /Yl CO -0 Gk 5D o 07, `3kallu j C v, c- (2, ni rJ e- J F oo ZI.X cl XPI P; . 66 11 1%E.' 0 L--.) C9 Z Z- Uri-) De,ekp s fc� (? c 4-Z 5 7 50 tc, Pip-) lo OI /O' iy��G /NG v/L /V y f�Uv ;;iiL, �/✓D S�cr /4Al �4 la z CHART 1 O 180 10,000 168 8,000 EXAMPLE ( 1) (2) (3) 6. 156 6,000 0.42 inches (3.5 feet) 6. 5. 0.120 cfs 5,000 144 6. 5. 4,000 ,"w h mw 132 0 feet 5' 4. .3,000 (I) 2.5 8.8 4. 120 (2) 2.1 7,4' 4. 2,000 (3) 2.2 7.7 3. 108 3. 00 'n feet 96 11000 r I, 2 �, �rAlE 3. 84 800 1✓ �. ___► —___.. 2 -- 2— 600 / " / 500 2. 72 400 ; = 300 U Z N / a: 1.5 60 v 200 Z = / W o_ 54 a 0 1— W 48 100 — / Q 80 2 1.0 U /2 v 60 CL 1.0 O HW SCALE ENTRANCE ct 10 cc _o- 40 0 TYPE F— W 6 V Ol 30 (1) square edge with 3 .9 33 U1 headvoll 0 a a Q 20 (2) Groove ead wth W 8 30 heedsmll S 8 (1 (3) Groove *no ,8 Pre)ecting 27 n 10 .7 .7- .7 24 8 6 To wee scale (2) of (3) Project 5 herliente117 to scale (1), then 21 4 use straight Inclined line through 0 and 0 sceles, or reverse as ,6 .6 3 illustrated. ,6 18 2 15 5 .5 .5 LO 12 HEADWATER DEPTH FOR CONCRETE PIPE CULVERTS HEADWATER SCALES 2a3 WITH INLET CONTROL REVISED MAY 1964 BUREAU OF PUSLIC ROAO3 JAK 194,7 181 CHO - ST��LING V/V/ vt-/J' /7 Y -/C) D j fCTi�N F— / �,�o� CHART 10 ISO 10,000 168 8,000 EXAMPLE ( 1 ) (2) �3) 6. 156 6,000 0.42 Inches (3.5 r «t) 6. 5. 144 5,000 • 0.120 cis 4,000 mw A MM 6. S. 132 0 feet 4. 3,000 (1) 2.5 8.8 5. 4. 120 (2) 2.1 7.4 2,000 (3) 2.2 7.7 4• 3' 108 3' s0 .n toot 96 1,000 _ �S�,+G� / 3 800 500 / a 2. 72 400 3 in = 300 f* 1.3 1.5 zin 1.5 60 v 200 ? Z W 0 54 H I O_ W � 100 Z Lai 48 / c0 ¢ 80 = 1.0 J v v 60_ -� W 1.0 O 4Z K i�o _ 50 MW SCALE ENTRANCE � —1.0 m / 40 0 TYPE W 11 36 30 (I ) sanere edge with l'— .9 .9 W 33 headwall •9 Q U 20 (2) Groove end mth `.) 30 hoodwell = 8 .8 (3) Groove and .8 27 projecting l I 10 T .T 24 8 .T 6 To use scale (2) or (3) project 2 1 5 horiien1e117 to scale (1), then 4 sue straight Inclined line through 0 and a scales, or reverse as .6 .6 3 illustrated. 8 18 2 15 '5 L S .5 t.0 12 HEADWATER DEPTH FOR CONCRETE PIPE CULVERTS HEADWATER SCALES 293 REVISED MAY )964 WITH INLET CONTROL BUREAU OF PUBLIC ROAOS dAK 1993 C 101 Ditch near G -1 -- 2 year computations Worksheet for Triangular Channel Project Description Worksheet G -1 Ditch Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.030 Slope 33.30 % Left Side Slope 2.00 ft/ft (H:V) Right Side Slope 2.00 ft/ft (H:V) Discharge 0.53 cfs Results Depth 0.21 ft Flow Area 0.1 ft2 Wetted Perimeter 0.95 ft Top Width 0.85 ft Critical Depth 0.34 ft Critical Slope 2.75 % Velocity 5.93 ft/s ---> �G 3 Velocity Head 0.55 ft Specific Energy 0.76 ft Froude Number 3.22 Flow Type Supercritical Notes: A = 0.13 Ac. C = 0.75 12 = 5.4 in /hr 110 = 7.1 in /hr (based on Tc = 5.0 min.) Q2 = 0.13 *.75 *5.4 = 0.53 CFS Q10 = 0.13 *.75 *7.1 = 0.69 CFS TYPE A Project Engineer: Eliot Fendig e: \... \0110 design \final drainage calcsJrn2 McKee Carson FlowMasler v6.0 [614b] 1/14/2002 1:44 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 V Ditch near G -1 -- 10 year computations Worksheet for Triangular Channel Project Description Worksheet G -1 Ditch Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.030 Slope 33.30 % Left Side Slope 2.00 ft/ft (H:V) Right Side Slope 2.00 ft/ft (H:V) Discharge 0.69 cfs Results Depth 0.23 ft Flow Area 0.1 ft2 Wetted Perimeter 1.04 ft Top Width 0.93 ft Critical Depth 0.37 ft Critical Slope 2.66 % Velocity 6.34 ft/s Velocity Head 0.62 ft Specific Energy 0.86 ft Froude Number 3.27 Flow Type Supercritical Notes: A = 0.13 Ac. C = 0.75 12= 5.4in/hr 110 = 7.1 in /hr (based on Tc = 5.0 min.) 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N u) - (0o N 0 0 .-o o 000 0 -oo 0 Vol O ( N Ot O to O t0 N m (D to to N ID h (D D (D N O O O O O . O O . O .- O O O O Lo O N O O (n to N o (n N N co n O t` O m f- w f- O tD (A O O O O O 000 O O O O O (ay) eaJy a6eu!eJp 2 N M cv N co co n N N( O (7 0 0 0 0 0 0 ol lol- UORUIS (11) 416u3-1 A un o O to 0 0 o n 0 to to to (V N V V N V V N '7 N N N adA m - � a'C ¢� " S c') v JagwnN m I� (D 7 to v (? V f7 N � N a LL. as o aaa cn(nmco = m STORM SEWER STRUCTURE SCHEDULE STRUCTURE ID STRUCTURE TYPE NORTH EAST TOP ELEV INVERT IN INVERT OUT PIPE DESCRIPTION A-1 A -2 A -3 A-4 I-S-1 c, Mk-1 4CC,----- DI-,ICC MOD. 530613 533712 4 0196 16.50 LF 48" R(',[-, a 0 75% -�1025CF-4-8-"- RCP 'lul -0 ��j 6 Cl 6- -5320 -52- -T- -W N-18- -4-0-2-0--8- -5-2 32 5108.97 V 0 J I 5238 68 4882.88 402 04 405.18 4 4 0 2 8� 42259 425 26 - 356 5 6 L1- 48" 1? (-, 11 lul 0 60 " %. 405 08 9693 LF 42" HGP ful 0 50% DI-4GC MOD. 5262.02 4801.76 40536 405.66 -A--5 427.37 A-6- 274 53 LF 42" RCP 1-ul 050% 355.50 LP 21" RCP rui 0 50% A-7 5822 11 4552 90 DI-1 417 74 411.78 411.68 - 123 04 LF 15" RCP 0_50% A-8 DI-3C 4542 80 416,32 5944 73 412.40 --A -2 MH-1 5306 16 5320 52 408.44 402 18 402.08 131.17 LF--V8-"�RCPT45-5-3��- B-1 bl--3-A----5-4-2-7.-7--8--5-2-7--l-3-8--41-6,31--4-0-9-------- .53 409.43 DI 5397.87 -- 66.00 2 16 419.57 411.51 411.41 -_D1 -1 5663 43 5135 09 422.00 417.86 417 76 250.08 LF 15" RCP F61 2.SO% B- 3- 5727 05 5180 73 78 30 L F-1SC-RCP rd'd 2 % DI-3A 425-34 421.40 5208.97 A-4 4CC MOD. 4882.88 425.26 412.60 405.08 C-1 5-074.25 - - 4 82 TN- S-l- 4 _ 00 4 -- ---A -5 - --DI-4CC MOD. 5262 02 4807 4 6 427 3 7 420.87 405.66 D-1 D1 -3C - - 4 7ZI 3 -4-2-5-,4 2- 60.16 LF -15" FRCP o 0 % 5277.53 -- ---- 421.47 --rod -1 DI-4CC 5474 65 462811 420 50 407 22 A-6 407.12 37 90 LF 36" RCP rui 0 75% -E-1 5453 13 4596 92 407.50 ES-1 -A-7 -4 -4 DI-3C 5837.74 4500 70 - 54 49 LF 15" RCP U 5_60% F-1 41835 414.83 - HEADWALL - 5947-01435506 - - - - --- ----3-9-5-.2-0- G-2 5835 25 4335 73 403.50 113.43 LF 54"-- RCP --jo] 7 32% 411.00 --1 -5935 46 -4-3-7-8--9 7- 399.00 - - 33-83 LF RCP 0118 86% H -1 E S H-2 590293 4388.28 412-86 4 657-3-c DI -3A Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Sterling University Housing Water Resources Area: Development Area Preparer: McKee Carson Date: 12/14/2001 Revised: 3/1/2002 Project Drainage Area Designation Project site + Heischman Western Residue L storm pollutant export in pounds, L = [P(Pj)Rv /12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, A = 25.10 C pollutant concentration, mg /I or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency, RR100 /L(post) Impervious Cover Computation (values in feet & square feet) Item pre - development Area post - development Area Roads Length Width subtotal Length Width subtotal 0 0 0 0 0 0 0 0 0 0 Driveways Length Width no. subtotal Length Width no. subtotal and walks 0 0 0 0 0 0 0 0 Parking Lots 1 2 3 4 1 2 3 4 0 0 0 Structures Area no. subtotal Area no. subtotal 0 0 0 0 0 0 0 0 0 0 0 0 Actively - grazed pasture & Area Area yards and cultivated turf 0 x 0.08 = 0 0 x 0.08 = 0 Active crop land Area Area 0 x0.25= 0 0 x0.25= 0 Other Impervious Areas 0 683892 Impervious Cover 0% 63% [(pre) I(post) Rv(post) V Z sr, '{gS cf 0.61 1055.4 New Development (For Development Areas, existing impervious cover <= 20 %) C f I (pre) * Rv(pre) L(pre) L(post) RR % RR Area Type 030 1.00 20% 0.23 35.44 94.45 59.01 62% Development Area 0.35 1.00 0% 0.05 3.85 47.22 43.37 92% Drinking Water Watersheds 0.40 1.00 1% 0.06 5.19 53.97 48.78 90% Other Rural Land ' min. values Redevelopment (For Development Areas, existing impervious cover > 20 %) C f I (pre) * Rv(pre) L(pre) L(post) RR % RR Area Type 0.70 0.90 20% 0.23 35.44 94.45 62.55 66% Development Area 0.35 0.85 0% 0.05 3.85 47.22 43.95 93% Drinking Water Watersheds 0.40 0.85 1% 0.06 5.19 53.97 49.55 92% Other Rural Land Interim Manual, Page 70 rev. 31 March 1998 GEB -bl e ✓1 5.11L I C3 A = 1.8 r►1 � crV . � � .� !� t'eq C-f C, S rl man �e'JC rn �e�;c� A U•% C- o I {� Ii i 1 s, c, 4– r— J r T n Ze s'. � t. 1� 5 07- T -r� `x,e 010 Ac re c, nCT -'L O �e�(A re� S _o �, "Ien� rore 1/o ILA ," �-���� ��; Ica x o 2s"` 5z8 0 / 7co ?a 51P d, '5e p ;mcnit -E Ie'.). 3� 35� y�o I / Are, 753 1129 `f Z,Trpo 6 p7 507c) D � 1 o Zit i ,OLD 57� loll zCD Rlkt: --Z lFa1� Vj-kyl-C- ? C�3(D Q-) % /,�Nme, �C(LLA'If*CA r "7 r�lnen I Per 1 0v O r 04 91Z Z Z o.__ Cn�11z> r ��PJat :��. V���Amt �g8 O -- � Z- - - - - - - - - -- - - -- - 4- -g? - -- - -- - - - ozo - oZ - - - - - -- - -- - - -! g, 77- `�o`I Appendix A Appendix B i I I Job File: E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - ''� 281VOSTDEVB . PPW Rain Dir: C: \HAESTAD \PPKW \RAINFALL\ -------------------------- -------------------------- JOB TITLE -------------------------- -------------------------- Sterling University Housing SCS Pond Routing Post Development 02 -28 -02 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 f Table of Contents Table of Contents 0 * * * * * * * * * * * * * * * * * * * * ** MASTER SUMMARY * * * * * * * * * * * * * * * * * * * * ** Watershed....... Master Network Summary ............. 1.01 * * * * * * * * * * * * * ** NETWORK SUMMARIES (DETAILED) * * * * * * * * * * * * * ** Watershed....... A....2 Executive Summary (Nodes) .......... 2.01 Watershed....... A...10 Executive Summary (Nodes) .......... 2.02 Watershed....... A...25 Executive Summary (Nodes) .......... 2.03 Watershed....... A..100 Executive Summary (Nodes) .......... 2.04 Network Calcs Sequence ............. 2.05 * * * * * * * * * * * * * * * * ** DESIGN STORMS SUMMARY * * * * * * * * * * * * * * * * * ** Albemarle....... Design Storms ...................... 3.01 Albemarle....... A....2 Design Storms ...................... 3.02 * * * * * * * * * * * * * * * * * * * * ** CN CALCULATIONS * * * * * * * * * * * * * * * * * * * ** POSTDEVELOPED... Runoff CN -Area ..................... 4.01 * * * * * * * * * * * * * * * * * * ** RUNOFF HYDROGRAPHS * * * * * * * * * * * * * * * * * * ** SCS Unit Hyd. Equations ............ 5.01 S /N: 021701DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 4 Table of Contents Table of Contents (continued) * * * * * * * * * * * * * * * * * * * * * ** HYG ADDITION * * * * * * * * * * * * * * * * * * * * * ** OUTFALL......... A....2 Node: Addition Summary ............. 6.01 OUTFALL......... A...10 Node: Addition Summary ............. 6.11 OUTFALL......... A...25 Node: Addition Summary ............. 6.21 OUTFALL......... A..100 Node: Addition Summary ............. 6.31 * * * * * * * * * * * * * * * * * * * * * ** POND VOLUMES * * * * * * * * * * * * * * * * * * * * * ** POND............ Vol: Elev -Area ..................... 7.01 * * * * * * * * * * * * * * * * * * ** OUTLET STRUCTURES * * * * * * * * * * * * * * * * * * * ** OUTLET.......... Outlet Input Data .................. 8.01 Individual Outlet Curves ........... 8.04 Composite Rating Curve ............. 8.15 * * * * * * * * * * * * * * * * * * * * * ** POND ROUTING * * * * * * * * * * * * * * * * * * * * * ** POND............ Pond E -V -Q Table ................... 9.01 POND IN A....2 Node: Pond Inflow Summary .......... 9.03 POND IN A...10 Node: Pond Inflow Summary .......... 9.10 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 • s T Table of Contents Table of Contents (continued) W POND IN A...25 Node: Pond Inflow Summary .......... 9.17 POND IN A..100 Node: Pond Inflow Summary .......... 9.24 POND OUT A....2 Pond Routing Summary ............... 9.32 POND OUT A...10 Pond Routing Summary ............... 9.33 POND OUT A...25 Pond Routing Summary ............... 9.34 POND OUT A..100 Pond Routing Summary ............... 9.35 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Master Network Summary Page 1.01 'Name.... Watershed File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW MASTER DESIGN STORM SUMMARY Default Network Design Storm File, ID ALBCO.RNQ Albemarle MASTER NETWORK SUMMARY SCS Unit Hydrograph Method ( *Node= Outfall; +Node= Diversion;) (Trun= HYG Truncation: Blank =None; L =Left; R =Rt; LR= Left &Rt) Total Return HYG Vol Storage Max WSEL Pond min --- - - - - -- cfs -- - - - - -- Depth Rainfall Type - - -- Event - - - - -- cu.yd. Trun ---- - - - - -- -- Return Event in Type 22877.59 RNF File RNF ID ------ A .... - - - - -- 2 - - - - -- 4.0000 ---------- Synthetic - - - - -- Curve -- - - - - -- SCSTYPES ---------------- TypeII 24hr A...10 JCT 6.0000 Synthetic Curve SCSTYPES TypeII 24hr A...25 POND 7.0000 Synthetic Curve SCSTYPES TypeII 24hr A..100 25 8.5000 Synthetic Curve SCSTYPES TypeII 24hr MASTER NETWORK SUMMARY SCS Unit Hydrograph Method ( *Node= Outfall; +Node= Diversion;) (Trun= HYG Truncation: Blank =None; L =Left; R =Rt; LR= Left &Rt) S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Return HYG Vol Storage Max WSEL Pond min --- - - - - -- cfs -- - - - - -- Node ID ----------- - - - - -- Type - - -- Event - - - - -- cu.yd. Trun ---- - - - - -- -- *OUTFALL 762.00 JCT 2 22877.59 *OUTFALL 95.60 JCT 10 38372.93 *OUTFALL JCT 25 46253.83 *OUTFALL JCT 100 58162.56 POND IN POND 2 22883.52 POND IN POND 10 38385.11 POND IN POND 25 46269.26 POND IN POND 100 58183.13 POND OUT POND 2 22877.60 POND OUT POND 10 38372.94 POND OUT POND 25 46253.83 POND OUT POND 100 58162.57 POSTDEVELOPED AREA 2 22883.52 POSTDEVELOPED AREA 10 38385.12 POSTDEVELOPED AREA 25 46269.26 POSTDEVELOPED AREA 100 58183.13 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Max Qpeak Qpeak Max WSEL Pond min --- - - - - -- cfs -- - - - - -- ft -- - - - - -- cu.yd. ----- - - - - -- 764.00 26.12 762.00 43.90 749.00 95.60 742.00 174.35 726.00 172.98 726.00 283.69 726.00 338.68 726.00 420.65 764.00 X26 2) 402.01 18791.72 762.00 404.95 26499.02 749.00 95.60 405.69 28572.75 742.00 174.35 406.65 31348.75 726.00 172.98 726.00 283.69 726.00 338.68 726.00 420.65 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Executive Summary (Nodes) Page 2.01 'Name.... Watershed Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = ALBCO.RNQ Albemarle Storm Tag Name = A....2 Description: 2 -year -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm SCSTYPES.RNF TypeII 24hr Storm Frequency = 2 yr Total Rainfall Depth= 4.0000 in Duration Multiplier = 1 Resulting Duration = 1440.00 min Resulting Start Time= .00 min Step= 6.00 min End= 1440.00 min S /N: 021701DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.yd. Trun. min cfs ft ----------- - - - - -- Outfall OUTFALL - - -- JCT ---- - - - - -- -- --- 22877.59 - - - - -- 764.00 -- - - - - -- --- - - - - -- 26.12 POND IN POND 22883.52 726.00 172.98 POND OUT POND 22877.60 764.00 26.12 402.01 POSTDEVELOPED AREA 22883.52 726.00 172.98 S /N: 021701DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 t Type.... Executive Summary (Nodes) Page 2.02 `Name.... Watershed Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = ALBCO.RNQ Albemarle Storm Tag Name = A...10 Description: 10yr -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm SCSTYPES.RNF TypeII 24hr Storm Frequency = 10 yr Total Rainfall Depth= 6.0000 in Duration Multiplier = 1 Resulting Duration = 1440.00 min Resulting Start Time= .00 min Step= 6.00 min End= 1440.00 min S /N: 021701DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.yd. Trun. min cfs ft ----------- - - - - -- Outfall OUTFALL - - -- JCT ---- - - - - -- -- --- 38372.93 - - - - -- 762.00 -- - - - - -- --- - - - - -- 43.90 POND IN POND 38385.11 726.00 283.69 POND OUT POND 38372.94 762.00 43.90 404.95 POSTDEVELOPED AREA 38385.12 726.00 283.69 S /N: 021701DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Executive Summary (Nodes) Page 2.03 Name.... Watershed Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = ALBCO.RNQ Albemarle Storm Tag Name = Description: 25 -year --------------- - - - - -- Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier = Resulting Duration = Resulting Start Time= A...25 ------------------------------------------- Synthetic Storm SCSTYPES.RNF TypeII 24hr 25 yr 7.0000 in 1 1440.00 min .00 min Step= 6.00 min End= 1440.00 min S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.yd. Trun. min cfs ft ----------- - - - - -- Outfall OUTFALL - - -- JCT ---- - - - - -- -- --- 46253.83 - - - - -- 749.00 -- - - - - -- --- - - - - -- 95.60 POND IN POND 46269.26 726.00 338.68 POND OUT POND 46253.83 749.00 95.60 405.69 POSTDEVELOPED AREA 46269.26 726.00 338.68 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Executive Summary (Nodes) Page 2.04 'Name.... Watershed Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = ALBCO.RNQ Albemarle Storm Tag Name = Description: 100 -year --------------- - - - - -- Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier = Resulting Duration = Resulting Start Time= A..100 ------------------------------------------- Synthetic Storm SCSTYPES.RNF TypeII 24hr 100 yr 8.5000 in 1 1440.00 min .00 min Step= 6.00 min End= 1440.00 min S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.yd. Trun. min cfs ft ----------- - - - - -- Outfall OUTFALL - - -- JCT ---- - - - - -- -- --- 58162.56 - - - - -- 742.00 -- - - - - -- --- - - - - -- 174.35 POND IN POND 58183.13 726.00 420.65 POND OUT POND 58162.57 742.00 174.35 406.65 POSTDEVELOPED AREA 58183.13 726.00 420.65 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 i Type.... Network Calcs Sequence Page 2.05 'Name.... Watershed Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 NETWORK RUNOFF NODE SEQUENCE --------------------------------------------------------------------------- --------------------------------------------------------------------------- Runoff --------------------------------------------------------------------------- Data Apply to Node Receiving Link --------------------------------------------------------------------------- SCS UH PostDeveloped Subarea POSTDEVELOPED Add Hyd POSTDEVELOPED S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Network Calcs Sequence Page 2.06 'Name.... Watershed Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 NETWORK ROUTING SEQUENCE --------------------------------------------------------------------------- --------------------------------------------------------------------------- Link Operation UPstream Node DNstream Node --------------------------------------------------------------------------- --------------------------------------------------------------------------- Add Hyd ADD2 Subarea POSTDEVELOPED Pond POND IN POND ROUTE TOTAL OUTFLOW... Total Pond Outflow Pond POND IN Outflow POND OUT SET POND ROUTING LINK TO TOTAL POND OUTFLOW... Outlet OUTLET Outflow POND OUT Jct OUTFALL S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 i 1 Type.... Design Storms Page 3.01 'Name.... Albemarle File.... C: \HAESTAD \PPKW \RAINFALL \ALBCO.RNQ Title... Sterling University Housing SCS Pond Routing Post Development 02 -28 -02 DESIGN STORMS SUMMARY Design Storm File,ID = ALBCO.RNQ Albemarle Storm Tag Name = A....2 Description: 2 -year ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm SCSTYPES.RNF TypeII 24hr Storm Frequency = 2 yr Total Rainfall Depth= 4.0000 in Duration Multiplier = 1 Resulting Duration = 1440.00 min Resulting Start Time= .00 min Step= 6.00 min End= 1440.00 min Storm Tag Name = A...10 Description: 10yr ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm SCSTYPES.RNF TypeII 24hr Storm Frequency = 10 yr Total Rainfall Depth= 6.0000 in Duration Multiplier = 1 Resulting Duration = 1440.00 min Resulting Start Time= .00 min Step= 6.00 min End= 1440.00 min Storm Tag Name = Description: 25 -year --------------- - - - - -- Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier = Resulting Duration = Resulting Start Time= A...25 ------------------------------------------- Synthetic Storm SCSTYPES.RNF TypeII 24hr 25 yr 7.0000 in 1 1440.00 min .00 min Step= 6.00 min End= 1440.00 min Storm Tag Name = A..100 Description: 100 -year ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm SCSTYPES.RNF TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 8.5000 in Duration Multiplier = 1 Resulting Duration = 1440.00 min Resulting Start Time= .00 min Step= 6.00 min End= 1440.00 min S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 i Type.... Design Storms Page 3.02 'Name.... Albemarle Event: 2 yr File.... C: \HAESTAD \PPKW \RAINFALL \ALBCO.RNQ Storm... TypeII 24hr Tag: A....2 DESIGN STORMS SUMMARY Design Storm File,ID = ALBCO.RNQ Albemarle Storm Tag Name = Description: 2 -year --------------- - - - - -- Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier = Resulting Duration = Resulting Start Time= A....2 ------------------------------------------- Synthetic Storm SCSTYPES.RNF TypeII 24hr 2 yr 4.0000 in 1 1440.00 min .00 min Step= 6.00 min End= 1440.00 min Storm Tag Name = A...10 Description: 10yr ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm SCSTYPES.RNF TypeII 24hr Storm Frequency = 10 yr Total Rainfall Depth= 6.0000 in Duration Multiplier = 1 Resulting Duration = 1440.00 min Resulting Start Time= .00 min Step= 6.00 min End= 1440.00 min Storm Tag Name = Description: 25 -year --------------- - - - - -- Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier = Resulting Duration = Resulting Start Time= A...25 ------------------------------------------- Synthetic Storm SCSTYPES.RNF TypeII 24hr 25 yr 7.0000 in 1 1440.00 min .00 min Step= 6.00 min End= 1440.00 min Storm Tag Name = A..100 Description: 100 -year ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm SCSTYPES.RNF TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 8.5000 in Duration Multiplier = 1 Resulting Duration = 1440.00 min Resulting Start Time= .00 min Step= 6.00 min End= 1440.00 min S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Runoff CN -Area 'Name.... POSTDEVELOPED Page 4.01 File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Title... Post- Developed RUNOFF CURVE NUMBER DATA ........................................... ............................... ........................................... ............................... Post - Developed -------------------------------------------------------------------- - - - - -- S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Impervious Area Adjustment Adjusted Soil /Surface Description CN acres %C %UC CN -------------------------- - - - - -- Fifth Street - - -- 98 --- - - - - -- 5.000 - - - -- - - - -- - - - - -- 98.00 Pond 100 .310 100.00 Commercial /Apart.(Soil B -70 %) 85 18.200 85.00 Commercial /Apart.(Soil C -70 %) 90 13.330 90.00 Open Space (soil C) 74 1.750 74.00 Wachovia Bank (soil c) 90 21.700 90.00 COMPOSITE AREA & WEIGHTED CN - - -> ............................................ ............................................ 60.290 ............................... ............................... 88.74 (89) S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 r Type.... 'Name.... File.... SCS Unit Hyd. Equations Page 5.01 E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW SCS UNIT HYDROGRAPH METHOD (Computational Notes) DEFINITION OF TERMS: ------------------------------------------ - - - - -- At = Total area (acres): At = Ai +Ap Ai = Impervious area (acres) Ap = Pervious area (acres) CNi = Runoff curve number for impervious area CNp = Runoff curve number for pervious area fLoss = f loss constant infiltration (depth /time) dt = Computational increment (duration of unit excess rainfall) Default dt is smallest value of 0.1333Tc, rtm, and th (Smallest dt is then adjusted to match up with Tp) UDdt = User specified override computational main time increment (only used if UDdt is => .1333Tc) D(t) = Point on distribution curve (fraction of P) for time step t K = 2 / (1 + (Tr /Tp)): default K = 0.75: (for Tr /Tp = 1.67) Ks = Hydrograph shape factor = Unit Conversions * K: = ((lhr /3600sec) * (1ft /12in) * ((5280ft) * *2 /sq.mi)) * K Default Ks = 645.333 * 0.75 = 484 Lag = Lag time from center of excess runoff (dt) to Tp: Lag = 0.6Tc P = Total precipitation depth, inches Pa(t) = Accumulated rainfall at time step t Pi(t) = Incremental rainfall at time step t qp = Peak discharge (cfs) for tin. runoff, for 1hr, for 1 sq.mi. = (Ks * A * Q) / Tp (where Q = lin. runoff, A= sq.mi.) Qu(t) = Unit hydrograph ordinate (cfs) at time step t Q(t) = Final hydrograph ordinate (cfs) at time step t Rai(t)= Accumulated runoff (inches) at time step t for impervious area Rap(t)= Accumulated runoff (inches) at time step t for pervious area Rii(t)= Incremental runoff (inches) at time step t for impervious area Rip(t)= Incremental runoff (inches) at time step t for pervious area R(t) = Incremental weighted total runoff (inches) Rtm = Time increment for rainfall table (.RNF file) Si = S for impervious area: Si = (1000 /CNi) - 10 Sp = S for pervious area: Sp = (1000 /CNp) - 10 t = Time step (row) number Tc = Time of concentration Tb = Time (hrs) of entire unit hydrograph: Tb = Tp + Tr Tp = Time (hrs) to peak of a unit hydrograph: Tp = (dt /2) + Lag Tr = Time (hrs) of receding limb of unit hydrograph: Tr = ratio of Tp S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 r Type.... 'Name.... File.... SCS Unit Hyd. Equations Page 5.02 E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW SCS UNIT HYDROGRAPH METHOD (Computational Notes) PRECIPITATION: ----------------------------------------------------------- Column (1): Time for time step t Column (2): D(t) = Point on distribution curve for time step t Column (3): Pi(t) = Pa(t) - Pa(t -1): Col.(4) - Preceding Col.(4) Column (4): Pa(t) = D(t) x P: Col.(2) x P PERVIOUS AREA RUNOFF (using SCS Runoff CN Method) ------------------ - - - - -- Column (5): Rap(t) = Accumulated pervious runoff for time step t If (Pa(t) is <= 0.2Sp) then use: Rap(t) = 0.0 If (Pa(t) is > 0.2Sp) then use: Rap(t) = (Col.(4)- 0.2Sp) * *2 / (Col.(4) +0.8Sp) Column (6): Rip(t) = Incremental pervious runoff for time step t Rip(t) = Rap(t) - Rap(t-1) Rip(t) = Col.(5) for current row - Col.(5) for preceding row. IMPERVIOUS AREA RUNOFF --------------------------------------------------- Column (7 & 8) ... Did not specify to use impervious areas. INCREMENTAL WEIGHTED RUNOFF: --------------------------------------------- Column (9): R(t) = (Ap /At) x Rip(t) + (Ai /At) x Rii(t) R(t) = (Ap /At) x Col.(6) + (Ai /At) x Col.(8) SCS UNIT HYDROGRAPH METHOD: ---------------------------------------------- Column (10): Q(t) is computed with the SCS unit hydrograph method using R() and Qu(). S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.01 'Name.... OUTFALL Event: 2 yr File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUTFALL HYG Directory: E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ -------------------------------------------------------------------------- -------------------------------------------------------------------------- Upstream Link ID Upstream -------------------------------------------------------------------------- Node ID HYG file HYG ID HYG tag OUTLET -------------------------------------------------------------------------- -------------------------------------------------------------------------- POND IN POST.HYG OUTLET A....2 INFLOWS TO: OUTFALL ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG OUTLET A....2 22877.59 764.00 26.12 TOTAL FLOW INTO: OUTFALL ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG OUTFALL A....2 22877.59 764.00 26.12 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.02 Name.... OUTFALL Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 TOTAL NODE INFLOW... HYG file = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \POST.HYG HYG ID = OUTFALL HYG Tag = A....2 ------------------------------------ Peak Discharge = 26.12 cfs Time to Peak = 764.00 min HYG Volume = ------------------------------------ 22877.59 cu.yd. HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- 314.00 -------------------------------------------------------------- .00 .00 .00 .00 .00 319.00 .00 .00 .00 .00 .00 324.00 .00 .00 .00 .01 .01 329.00 .01 .01 .01 .01 .01 334.00 .01 .01 .01 .01 .01 339.00 .01 .02 .02 .02 .02 344.00 .02 .02 .02 .02 .03 349.00 .03 .03 .03 .03 .03 354.00 .03 .04 .04 .04 .04 359.00 .04 .04 .05 .05 .05 364.00 .05 .05 .05 .06 .06 369.00 .06 .06 .06 .07 .07 374.00 .07 .07 .08 .08 .08 379.00 .08 .08 .09 .09 .09 384.00 .09 .10 .10 .10 .10 389.00 .11 .11 .11 .12 .12 394.00 .12 .12 .13 .13 .13 399.00 .14 .14 .14 .15 .15 404.00 .15 .15 .16 .16 .16 409.00 ( .17 .17 .17 .18 .18 414.00 ( .19 .19 .19 .20 .20 419.00 .20 .21 .21 .21 .22 424.00 ( .22 .23 .23 .23 .24 429.00 .24 .24 .25 .25 .26 434.00 .26 .26 .27 .27 .28 439.00 .28 .29 .29 .29 .30 444.00 .30 .31 .31 .32 .32 449.00 .33 .33 .33 .34 .34 454.00 .35 .35 .36 .36 .37 459.00 .37 .38 .38 .39 .39 464.00 .40 .40 .41 .41 .42 469.00 .42 .43 .43 .44 .44 474.00 .45 .45 .46 .46 .47 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.03 Name.... OUTFALL Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 479.00 .47 .48 .48 .49 .49 484.00 .50 .50 .51 .52 .52 489.00 .53 .53 .54 .54 .55 494.00 .56 .56 .57 .57 .58 499.00 .59 .59 .60 .60 .61 504.00 .62 .62 .63 .64 .64 509.00 .65 .66 .66 .67 .68 514.00 .68 .69 .70 .71 .71 519.00 .72 .73 .74 .74 .75 524.00 .76 .77 .78 .79 .79 529.00 .80 .81 .82 .83 .84 534.00 .85 .86 .86 .87 .88 539.00 .89 .90 .91 .92 .93 544.00 .94 .95 .96 .97 .98 549.00 .99 1.00 1.01 1.02 1.03 554.00 1.04 1.05 1.07 1.08 1.09 559.00 1.10 1.11 1.12 1.13 1.14 564.00 1.15 1.16 1.18 1.19 1.20 569.00 1.21 1.22 1.23 1.24 1.25 574.00 1.27 1.28 1.29 1.30 1.31 579.00 1.32 1.33 1.35 1.36 1.37 584.00 1.38 1.39 1.40 1.42 1.43 589.00 1.44 1.45 1.46 1.48 1.49 594.00 1.50 1.51 1.53 1.54 1.55 599.00 1.57 1.58 1.60 1.61 1.62 604.00 1.64 1.65 1.67 1.68 1.70 609.00 1.71 1.73 1.74 1.76 1.79 614.00 1.83 1.87 1.91 1.94 1.98 619.00 2.02 2.06 2.10 2.14 2.18 624.00 2.22 2.26 2.30 2.35 2.39 629.00 2.43 2.47 2.52 2.56 2.60 634.00 2.65 2.69 2.73 2.78 2.82 639.00 2.87 2.92 2.96 3.01 3.06 644.00 3.11 3.15 3.20 3.25 3.30 649.00 3.36 3.41 3.46 3.51 3.57 654.00 3.62 3.68 3.73 3.79 3.85 659.00 3.91 3.96 4.02 4.09 4.15 664.00 4.21 4.27 4.34 4.40 4.47 669.00 4.54 4.60 4.67 4.75 4.82 674.00 4.89 4.97 5.04 5.12 5.20 679.00 5.29 5.37 5.46 5.55 5.64 684.00 5.73 5.83 5.93 6.03 6.13 689.00 6.23 6.34 6.46 6.57 6.70 694.00 6.82 6.96 7.10 7.25 7.42 699.00 7.61 7.81 8.04 8.29 8.58 704.00 ( 8.90 9.26 9.68 10.14 10.66 709.00 11.15 11.51 11.91 12.36 12.86 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.04 Name.... OUTFALL Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 Time min 714 719 724 729 734 739 744 749 754 759 764 769 774 779 784 789 794 799 804 809 814 819 824 829 834 839 844 849 854 859 864 869 874 879 884 889 894 899 904 909 914 919 924 929 934 939 944 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. 13.42 13.99 14.51 15.08 15.70 16.33 16.90 17.51 18.15 18.70 19.26 19.83 20.35 20.84 21.32 21.78 22.19 22.58 22.95 23.29 23.58 23.85 24.10 24.33 24.54 24.72 24.88 25.02 25.15 25.27 25.37 25.47 25.55 25.63 25.70 25.76 25.82 25.87 25.91 25.95 25.98 26.01 26.04 26.06 26.08 26.09 26.10 26.11 26.12 26.12 26.12 26.12 26.11 26.11 26.10 26.09 26.09 26.07 26.06 26.05 26.03 26.02 26.00 25.98 25.96 25.94 25.92 25.90 25.88 25.86 25.83 25.81 25.78 25.76 25.73 25.71 25.68 25.65 25.63 25.60 25.57 25.54 25.52 25.49 25.46 25.43 25.40 25.37 25.34 25.31 25.28 25.25 25.22 25.18 25.15 25.12 25.09 25.06 25.02 24.99 24.96 24.93 24.89 24.86 24.83 24.79 24.76 24.72 24.69 24.65 24.62 24.58 24.54 24.50 24.46 24.43 24.39 24.35 24.31 24.27 24.24 24.20 24.16 24.12 24.08 24.04 24.00 23.96 23.92 23.88 23.85 23.81 23.77 23.73 23.69 23.65 23.61 23.57 23.53 23.49 23.45 23.41 23.37 23.33 23.29 23.24 23.20 23.16 23.11 23.07 23.02 22.98 22.94 22.89 22.85 22.81 22.76 22.72 22.67 22.63 22.59 22.54 22.50 22.46 22.41 22.37 22.33 22.28 22.24 22.20 22.16 22.11 22.07 22.03 21.98 21.94 21.90 21.86 21.81 21.77 21.73 21.68 21.64 21.59 21.54 21.50 21.45 21.40 21.36 21.31 21.26 21.22 21.17 21.13 21.08 21.03 20.99 20.94 20.90 20.85 20.81 20.76 20.72 20.67 20.63 20.58 20.53 20.49 20.44 20.40 20.35 20.31 20.27 20.22 20.18 20.13 20.09 20.04 19.99 19.94 19.89 19.84 19.79 19.74 19.69 19.64 19.58 19.53 19.48 19.43 19.38 19.33 19.28 19.23 19.18 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.05 Name.... OUTFALL Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 Time min 949 954 959 964 969 974 979 984 989 994 999 1004 1009 1014 1019 1024 1029 1034 1039 1044 1049 1054 1059 1064 1069 1074 1079 1084 1089 1094 1099 1104 1109 1114 1119 1124 1129 1134 1139 1144 1149 1154 1159 1164 1169 1174 1179 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. 19.13 19.08 19.04 18.99 18.94 18.89 18.84 18.79 18.74 18.69 18.64 18.59 18.55 18.50 18.45 18.40 18.35 18.30 18.26 18.21 18.15 18.09 18.03 17.98 17.92 17.86 17.80 17.75 17.69 17.63 17.58 17.52 17.46 17.41 17.35 17.30 17.24 17.19 17.13 17.08 17.02 16.97 16.91 16.86 16.81 16.75 16.70 16.64 16.59 16.54 16.49 16.43 16.38 16.33 16.28 16.23 16.17 16.11 16.05 15.98 15.92 15.86 15.79 15.73 15.67 15.61 15.54 15.48 15.42 15.36 15.30 15.24 15.18 15.12 15.06 15.00 14.94 14.88 14.83 14.77 14.71 14.65 14.60 14.54 14.48 14.43 14.37 14.32 14.26 14.20 14.15 14.10 14.04 13.99 13.93 13.88 13.82 13.75 13.68 13.61 13.54 13.47 13.40 13.33 13.27 13.20 13.13 13.07 13.00 12.93 12.87 12.81 12.74 12.68 12.61 12.55 12.49 12.43 12.37 12.31 12.24 12.18 12.12 12.06 12.01 11.95 11.89 11.83 11.77 11.72 11.66 11.60 11.55 11.49 11.43 11.38 11.32 11.27 11.22 11.16 11.11 11.06 10.96 10.87 10.77 10.68 10.58 10.49 10.40 10.31 10.22 10.13 10.05 9.96 9.88 9.80 9.71 9.63 9.55 9.47 9.40 9.32 9.24 9.17 9.09 9.02 8.95 8.88 8.80 8.74 8.67 8.60 8.53 8.46 8.40 8.33 8.27 8.21 8.14 8.08 8.02 7.96 7.90 7.84 7.79 7.73 7.67 7.62 7.56 7.51 7.45 7.40 7.34 7.29 7.24 7.19 7.14 7.09 7.04 6.99 6.94 6.90 6.85 6.80 6.76 6.71 6.67 6.62 6.58 6.53 6.49 6.45 6.41 6.37 6.32 6.28 6.24 6.20 6.17 6.13 6.09 6.05 6.02 5.98 5.94 5.91 5.87 5.84 5.80 5.77 5.73 5.70 5.67 5.63 5.60 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.06 Name.... OUTFALL Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- 1184.00 -------------------------------------------------------------- 5.57 5.54 5.51 5.47 5.44 1189.00 5.41 5.38 5.35 5.32 5.29 1194.00 5.26 5.23 5.20 5.18 5.15 1199.00 5.12 5.09 5.07 5.04 5.01 1204.00 4.98 4.96 4.93 4.91 4.88 1209.00 4.85 4.83 4.80 4.78 4.75 1214.00 4.73 4.71 4.68 4.66 4.64 1219.00 4.61 4.59 4.57 4.55 4.52 1224.00 4.50 4.48 4.46 4.44 4.42 1229.00 4.40 4.38 4.36 4.34 4.32 1234.00 4.30 4.28 4.26 4.24 4.22 1239.00 4.21 4.19 4.17 4.15 4.14 1244.00 4.12 4.10 4.08 4.07 4.05 1249.00 4.04 4.02 4.00 3.99 3.97 1254.00 3.96 3.94 3.93 3.91 3.90 1259.00 3.89 3.87 3.86 3.84 3.83 1264.00 3.82 3.80 3.79 3.78 3.77 1269.00 3.75 3.74 3.73 3.72 3.70 1274.00 3.69 3.68 3.67 3.66 3.65 1279.00 3.64 3.62 3.61 3.60 3.59 1284.00 3.58 3.57 3.56 3.55 3.54 1289.00 3.53 3.52 3.51 3.50 3.49 1294.00 ( 3.48 3.47 3.46 3.46 3.45 1299.00 3.44 3.43 3.42 3.41 3.40 1304.00 3.39 3.39 3.38 3.37 3.36 1309.00 3.35 3.35 3.34 3.33 3.32 1314.00 3.31 3.31 3.30 3.29 3.29 1319.00 3.28 3.27 3.26 3.26 3.25 1324.00 3.24 3.24 3.23 3.22 3.22 1329.00 3.21 3.20 3.20 3.19 3.18 1334.00 3.18 3.17 3.17 3.16 3.15 1339.00 3.15 3.14 3.14 3.13 3.13 1344.00 3.12 3.11 3.11 3.10 3.10 1349.00 3.09 3.09 3.08 3.08 3.07 1354.00 3.07 3.06 3.06 3.05 3.05 1359.00 3.04 3.04 3.03 3.03 3.02 1364.00 3.02 3.01 3.01 3.00 3.00 1369.00 3.00 2.99 2.99 2.98 2.98 1374.00 2.97 2.97 2.96 2.96 2.96 1379.00 2.95 2.95 2.94 2.94 2.94 1384.00 2.93 2.93 2.92 2.92 2.92 1389.00 2.91 2.91 2.90 2.90 2.90 1394.00 2.89 2.89 2.89 2.88 2.88 1399.00 2.88 2.87 2.87 2.86 2.86 1404.00 2.86 2.85 2.85 2.85 2.84 1409.00 2.84 2.84 2.83 2.83 2.83 1414.00 2.82 2.82 2.82 2.81 2.81 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.07 Name.... OUTFALL Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1419.00 2.81 2.80 2.80 2.80 2.80 1424.00 ( 2.79 2.79 2.79 2.78 2.78 1429.00 2.78 2.77 2.77 2.77 2.77 1434.00 2.76 2.76 2.76 2.75 2.75 1439.00 2.75 2.75 2.74 2.74 2.74 1444.00 2.73 2.73 2.72 2.72 2.71 1449.00 2.70 2.69 2.68 2.67 2.66 1454.00 2.64 2.62 2.60 2.58 2.56 1459.00 2.54 2.51 2.49 2.46 2.44 1464.00 2.41 2.38 2.36 2.33 2.30 1469.00 2.27 2.25 2.22 2.19 2.16 1474.00 2.13 2.11 2.08 2.05 2.03 1479.00 2.00 1.97 1.95 1.92 1.89 1484.00 1.87 1.84 1.82 1.79 1.77 1489.00 1.75 1.74 1.73 1.72 1.71 1494.00 1.70 1.69 1.68 1.67 1.67 1499.00 1.66 1.65 1.64 1.63 1.62 1504.00 1.61 1.60 1.59 1.58 1.57 1509.00 1.56 1.55 1.54 1.53 1.53 1514.00 1.52 1.51 1.50 1.49 1.48 1519.00 1.47 1.46 1.46 1.45 1.44 1524.00 1.43 1.42 1.41 1.41 1.40 1529.00 1.39 1.38 1.37 1.37 1.36 1534.00 ( 1.35 1.34 1.33 1.33 1.32 1539.00 1.31 1.30 1.30 1.29 1.28 1544.00 1.27 1.27 1.26 1.25 1.24 1549.00 1.24 1.23 1.22 1.22 1.21 1554.00 1.20 1.19 1.19 1.18 1.17 1559.00 1.17 1.16 1.15 1.15 1.14 1564.00 1.13 1.13 1.12 1.11 1.11 1569.00 1.10 1.09 1.09 1.08 1.08 1574.00 1.07 1.06 1.06 1.05 1.04 1579.00 1.04 1.03 1.03 1.02 1.01 1584.00 1.01 1.00 1.00 .99 .99 1589.00 .98 .97 .97 .96 .96 1594.00 .95 .95 .94 .94 .93 1599.00 .92 .92 .91 .91 .90 1604.00 .90 .89 .89 .88 .88 1609.00 .87 .87 .86 .86 .85 1614.00 .85 .84 .84 .83 .83 1619.00 .82 .82 .81 .81 .80 1624.00 .80 .79 .79 .79 .78 1629.00 .78 .77 .77 .76 .76 1634.00 .75 .75 .75 .74 .74 1639.00 .73 .73 .72 .72 .72 1644.00 .71 .71 .70 .70 .70 1649.00 .69 .69 .68 .68 .68 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.08 Name.... OUTFALL Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1654.00 .67 .67 .66 .66 .66 1659.00 .65 .65 .64 .64 .64 1664.00 .63 .63 .63 .62 .62 1669.00 .62 .61 .61 .60 .60 1674.00 .60 .59 .59 .59 .58 1679.00 .58 .58 .57 .57 .57 1684.00 .56 .56 .56 .55 .55 1689.00 .55 .54 .54 .54 .53 1694.00 .53 .53 .53 .52 .52 1699.00 .52 .51 .51 .51 .50 1704.00 .50 .50 .50 .49 .49 1709.00 .49 .48 .48 .48 .48 1714.00 .47 .47 .47 .47 .46 1719.00 .46 .46 .45 .45 .45 1724.00 .45 .44 .44 .44 .44 1729.00 .43 .43 .43 .43 .42 1734.00 .42 .42 .42 .41 .41 1739.00 .41 .41 .40 .40 .40 1744.00 .40 .40 .39 .39 .39 1749.00 .39 .38 .38 .38 .38 1754.00 .37 .37 .37 .37 .37 1759.00 .36 .36 .36 .36 .36 1764.00 .35 .35 .35 .35 .35 1769.00 .34 .34 .34 .34 .34 1774.00 .33 .33 .33 .33 .33 1779.00 .32 .32 .32 .32 .32 1784.00 .31 .31 .31 .31 .31 1789.00 .31 .30 .30 .30 .30 1794.00 .30 .30 .29 .29 .29 1799.00 .29 .29 .29 .28 .28 1804.00 .28 .28 .28 .28 .27 1809.00 ( .27 .27 .27 .27 .27 1814.00 .26 .26 .26 .26 .26 1819.00 .26 .26 .25 .25 .25 1824.00 .25 .25 .25 .25 .24 1829.00 .24 .24 .24 .24 .24 1834.00 .24 .23 .23 .23 .23 1839.00 .23 .23 .23 .22 .22 1844.00 .22 .22 .22 .22 .22 1849.00 .22 .21 .21 .21 .21 1854.00 .21 .21 .21 .21 .20 1859.00 .20 .20 .20 .20 .20 1864.00 .20 .20 .20 .19 .19 1869.00 .19 .19 .19 .19 .19 1874.00 .19 .19 .18 .18 .18 1879.00 .18 .18 .18 .18 .18 1884.00 .18 .17 .17 .17 .17 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.09 Name.... OUTFALL Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1889.00 .17 .17 .17 .17 .17 1894.00 .17 .16 .16 .16 .16 1899.00 .16 .16 .16 .16 .16 1904.00 .16 .16 .15 .15 .15 1909.00 .15 .15 .15 .15 .15 1914.00 .15 .15 .15 .15 .14 1919.00 .14 .14 .14 .14 .14 1924.00 .14 .14 .14 .14 .14 1929.00 .14 .13 .13 .13 .13 1934.00 .13 .13 .13 .13 .13 1939.00 .13 .13 .13 .13 .12 1944.00 .12 .12 .12 .12 .12 1949.00 .12 .12 .12 .12 .12 1954.00 .12 .12 .12 .11 .11 1959.00 .11 .11 .11 .11 .11 1964.00 .11 .11 .11 .11 .11 1969.00 .11 .11 .11 .11 .10 1974.00 .10 .10 .10 .10 .10 1979.00 .10 .10 .10 .10 .10 1984.00 .10 .10 .10 .10 .10 1989.00 .10 .09 .09 .09 .09 1994.00 .09 .09 .09 .09 .09 1999.00 .09 .09 .09 .09 .09 2004.00 .09 .09 .09 .09 .09 2009.00 .08 .08 .08 .08 .08 2014.00 .08 .08 .08 .08 .08 2019.00 .08 .08 .08 .08 .08 2024.00 .08 .08 .08 .08 .08 2029.00 ( .08 .08 .07 .07 .07 2034.00 .07 .07 .07 .07 .07 2039.00 .07 .07 .07 .07 .07 2044.00 .07 .07 .07 .07 .07 2049.00 .07 .07 .07 .07 .07 2054.00 .07 .06 .06 .06 .06 2059.00 .06 .06 .06 .06 .06 2064.00 .06 .06 .06 .06 .06 2069.00 .06 .06 .06 .06 .06 2074.00 .06 .06 .06 .06 .06 2079.00 .06 .06 .06 .06 .06 2084.00 .05 .05 .05 .05 .05 2089.00 .05 .05 .05 .05 .05 2094.00 .05 .05 .05 .05 .05 2099.00 .05 .05 .05 .05 .05 2104.00 .05 .05 .05 .05 .05 2109.00 .05 .05 .05 .05 .05 2114.00 .05 .05 .05 .05 .04 2119.00 .04 .04 .04 .04 .04 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.10 Name.... OUTFALL Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 2124.00 .04 .04 .04 .04 .04 2129.00 .04 .04 .04 .04 .04 2134.00 .04 .04 .04 .04 .04 2139.00 .04 .04 .04 .04 .04 2144.00 .04 .04 .04 .04 .04 2149.00 .04 .04 .04 .04 .04 2154.00 .04 .04 .04 .04 .04 2159.00 .04 .04 .04 .03 .03 2164.00 .03 .03 .03 .03 .03 2169.00 .03 .03 .03 .03 .03 2174.00 .03 .03 .03 .03 .03 2179.00 .03 .03 .03 .03 .03 2184.00 .03 .03 .03 .03 .03 2189.00 .03 .03 .03 .03 .03 2194.00 .03 .03 .03 .03 .03 2199.00 .03 .03 .03 .03 .03 2204.00 .03 .03 .03 .03 .03 2209.00 .03 .03 .03 .03 .03 2214.00 .03 .03 .03 .03 .03 2219.00 .02 .02 .02 .02 .02 2224.00 .02 .02 .02 .02 .02 2229.00 .02 .02 .02 .02 .02 2234.00 .02 .02 .02 .02 .02 2239.00 .02 .02 .02 .02 .02 2244.00 ( .02 .02 .02 .02 .02 2249.00 .02 .02 .02 .02 .02 2254.00 .02 .02 .02 .02 .02 2259.00 ( .02 .02 .02 .02 .02 2264.00 .02 .02 .02 .02 .02 2269.00 .02 .02 .02 .02 .02 2274.00 .02 .02 .02 .02 .02 2279.00 .02 .02 .02 .02 .02 2284.00 .02 .02 .02 .02 .02 2289.01 .02 .02 .02 .02 .02 2294.00 ( .02 .02 .02 .02 .02 2299.00 .02 .02 .02 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.11 Name.... OUTFALL Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUTFALL HYG Directory: E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ -------------------------------------------------------------------------- -------------------------------------------------------------------------- Upstream Link ID Upstream -------------------------------------------------------------------------- Node ID HYG file HYG ID HYG tag OUTLET -------------------------------------------------------------------------- -------------------------------------------------------------------------- POND IN POST.HYG OUTLET A...10 INFLOWS TO: OUTFALL ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG OUTLET A...10 38372.93 762.00 43.90 TOTAL FLOW INTO: OUTFALL ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG OUTFALL A...10 38372.93 762.00 43.90 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.12 Name.... OUTFALL Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 TOTAL NODE INFLOW... HYG file = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \POST.HYG HYG ID = OUTFALL HYG Tag = A...10 ------------------------------------ Peak Discharge = 43.90 cfs Time to Peak = 762.00 min HYG Volume = 38372.93 cu.yd. ------------------------------ - - - - -- S /N: 021701D0GA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 227.00 .00 .00 .00 .00 .00 232.00 .00 .00 .00 .00 .00 237.00 .01 .01 .01 .01 .01 242.00 .01 .01 .01 .01 .01 247.00 .01 .02 .02 .02 .02 252.00 .02 .02 .02 .03 .03 257.00 .03 .03 .03 .03 .04 262.00 .04 .04 .04 .04 .05 267.00 .05 .05 .05 .06 .06 272.00 .06 .06 .07 .07 .07 277.00 .07 .08 .08 .08 .09 282.00 .09 .09 .09 .10 .10 287.00 .10 .11 .11 .11 .12 292.00 .12 .13 .13 .13 .14 297.00 .14 .14 .15 .15 .16 302.00 .16 .16 .17 .17 .18 307.00 .18 .19 .19 .19 .20 312.00 .20 .21 .21 .22 .22 317.00 .23 .23 .24 .24 .25 322.00 .25 .26 .26 .27 .27 327.00 .28 .28 .29 .30 .30 332.00 .31 .31 .32 .32 .33 337.00 .33 .34 .35 .35 .36 342.00 .36 .37 .38 .38 .39 347.00 .40 .40 .41 .41 .42 352.00 .43 .43 .44 .45 .45 357.00 .46 .47 .47 .48 .49 362.00 .50 .50 .51 .52 .52 367.00 .53 .54 .55 .55 .56 372.00 .57 .57 .58 .59 .60 377.00 .60 .61 .62 .63 .64 382.00 .64 .65 .66 .67 .68 387.00 .68 .69 .70 .71 .72 S /N: 021701D0GA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.13 Name.... OUTFALL Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 392.00 .72 .73 .74 .75 .76 397.00 .77 .77 .78 .79 .80 402.00 .81 .82 .83 .83 .84 407.00 .85 .86 .87 .88 .89 412.00 .90 .91 .92 .92 .93 417.00 .94 .95 .96 .97 .98 422.00 .99 1.00 1.01 1.02 1.03 427.00 1.04 1.05 1.06 1.07 1.08 432.00 1.09 1.10 1.11 1.12 1.12 437.00 1.13 1.14 1.15 1.16 1.18 442.00 1.19 1.20 1.21 1.22 1.23 447.00 1.24 1.25 1.26 1.27 1.28 452.00 1.29 1.30 1.31 1.32 1.33 457.00 1.34 1.35 1.36 1.37 1.38 462.00 1.39 1.41 1.42 1.43 1.44 467.00 1.45 1.46 1.47 1.48 1.49 472.00 1.50 1.52 1.53 1.54 1.55 477.00 1.56 1.57 1.58 1.59 1.61 482.00 1.62 1.63 1.64 1.65 1.66 487.00 1.67 1.69 1.70 1.71 1.72 492.00 1.73 1.75 1.76 1.78 1.81 497.00 1.84 1.87 1.90 1.93 1.96 502.00 1.98 2.01 2.04 2.07 2.10 507.00 2.13 2.16 2.19 2.22 2.25 512.00 2.28 2.31 2.34 2.37 2.40 517.00 2.44 2.47 2.50 2.53 2.56 522.00 2.59 2.63 2.66 2.69 2.72 527.00 2.76 2.79 2.82 2.86 2.89 532.00 2.92 2.96 2.99 3.02 3.06 537.00 3.09 3.13 3.16 3.20 3.23 542.00 3.27 3.31 3.34 3.38 3.41 547.00 3.45 3.49 3.52 3.56 3.60 552.00 3.63 3.67 3.71 3.74 3.78 557.00 3.82 3.85 3.89 3.93 3.96 562.00 4.00 4.03 4.07 4.11 4.14 567.00 4.18 4.21 4.25 4.28 4.32 572.00 4.35 4.38 4.42 4.45 4.49 577.00 4.52 4.55 4.59 4.62 4.65 582.00 4.68 4.72 4.75 4.78 4.82 587.00 4.85 4.89 4.92 4.95 4.99 592.00 5.02 5.06 5.10 5.13 5.17 597.00 5.21 5.24 5.28 5.32 5.36 602.00 5.40 5.44 5.48 5.52 5.56 607.00 5.60 5.65 5.69 5.73 5.78 612.00 5.82 5.87 5.91 5.96 6.01 617.00 6.06 6.10 6.15 6.20 6.26 622.00 6.31 6.36 6.42 6.47 6.53 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.14 Name.... OUTFALL Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 Time min 627 632 637 642 647 652 657 662 667 672 677 682 687 692 697 702 707 712 717 722 727 732 737 742 747 752 757 762 767 772 777 782 787 792 797 802 807 812 817 822 827 832 837 842 847 852 857 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. -------------------------------------------------------- - - - - -- 6.59 6.64 6.70 6.76 6.82 6.88 6.95 7.01 7.07 7.14 7.20 7.27 7.34 7.41 7.48 7.55 7.62 7.69 7.76 7.84 7.92 7.99 8.07 8.15 8.23 8.32 8.40 8.49 8.57 8.66 8.75 8.84 8.94 9.03 9.13 9.23 9.33 9.43 9.53 9.63 9.74 9.85 9.96 10.07 10.19 10.30 10.42 10.54 10.67 10.80 10.93 11.06 11.13 11.21 11.29 11.37 11.45 11.54 11.63 11.72 11.82 11.92 12.02 12.12 12.23 12.34 12.46 12.58 12.71 12.85 13.00 13.16 13.34 13.54 13.76 13.97 14.18 14.42 14.69 14.99 15.33 15.72 16.14 16.53 16.96 17.44 17.97 18.50 19.03 19.62 20.24 20.84 21.50 22.15 22.82 23.50 24.17 24.84 25.48 26.12 26.71 27.29 27.82 28.33 28.81 29.24 29.64 30.00 30.33 30.64 30.91 31.16 31.38 31.58 31.76 31.93 32.08 33.63 35.06 36.33 37.47 38.48 39.38 40.17 40.86 41.46 41.98 42.43 42.80 43.11 43.37 43.56 43.71 43.82 43.88 43.90 43.89 43.85 43.78 43.68 43.56 43.42 43.26 43.08 42.89 42.69 42.47 42.25 42.01 41.76 41.51 41.25 40.98 40.71 40.43 40.15 39.87 39.58 39.29 38.99 38.70 38.40 38.10 37.80 37.51 37.21 36.91 36.62 36.32 36.02 35.73 35.44 35.15 34.86 34.57 34.28 34.00 33.72 33.43 33.16 32.88 32.60 32.33 32.08 32.05 32.03 32.01 31.98 31.96 31.93 31.91 31.88 31.86 31.83 31.81 31.78 31.75 31.73 31.70 31.67 31.64 31.62 31.59 31.56 31.53 31.50 31.48 31.45 31.42 31.39 31.36 31.33 31.30 31.27 31.24 31.21 31.18 31.15 31.12 31.09 31.06 31.03 31.00 30.97 30.93 30.90 30.87 30.83 30.80 30.77 30.73 30.70 30.66 30.63 30.60 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.15 Name.... OUTFALL Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 Time min 862 867 872 877 882 887 892 897 902 907 912 917 922 927 932 937 942 947 952 957 962 967 972 977 982 987 992 997 1002 1007 1012 1017 1022 1027 1032 1037 1042 1047 1052 1057 1062 1067 1072 1077 1082 1087 1092 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. 30.56 30.53 30.49 30.46 30.43 30.39 30.36 30.32 30.29 30.26 30.22 30.19 30.15 30.12 30.08 30.05 30.01 29.98 29.95 29.91 29.88 29.84 29.81 29.77 29.73 29.70 29.66 29.62 29.59 29.55 29.51 29.48 29.44 29.40 29.37 29.33 29.29 29.25 29.22 29.18 29.14 29.11 29.07 29.03 29.00 28.96 28.92 28.89 28.85 28.81 28.78 28.74 28.70 28.67 28.63 28.59 28.55 28.51 28.47 28.43 28.39 28.35 28.31 28.27 28.23 28.20 28.16 28.12 28.08 28.04 28.00 27.96 27.92 27.88 27.84 27.80 27.76 27.72 27.68 27.64 27.61 27.57 27.53 27.49 27.45 27.41 27.37 27.33 27.28 27.24 27.20 27.16 27.12 27.07 27.03 26.99 26.95 26.91 26.86 26.82 26.78 26.74 26.69 26.65 26.61 26.57 26.53 26.48 26.44 26.40 26.36 26.32 26.28 26.23 26.19 26.15 26.11 26.07 26.02 25.98 25.93 25.89 25.84 25.80 25.75 25.71 25.66 25.62 25.58 25.53 25.49 25.44 25.40 25.36 25.31 25.27 25.22 25.18 25.14 25.09 25.05 25.01 24.96 24.92 24.88 24.84 24.79 24.75 24.71 24.66 24.61 24.57 24.52 24.48 24.43 24.38 24.34 24.29 24.25 24.20 24.16 24.11 24.07 24.02 23.98 23.93 23.89 23.84 23.80 23.75 23.71 23.66 23.62 23.58 23.53 23.49 23.44 23.40 23.36 23.31 23.27 23.22 23.18 23.13 23.08 23.03 22.99 22.94 22.89 22.85 22.80 22.75 22.71 22.66 22.61 22.57 22.52 22.47 22.43 22.38 22.34 22.29 22.25 22.20 22.15 22.11 22.06 22.02 21.97 21.93 21.88 21.84 21.79 21.75 21.71 21.66 21.61 21.56 21.51 21.46 21.41 21.37 21.32 21.27 21.22 21.17 21.13 21.08 21.03 20.98 20.94 20.89 20.84 20.80 20.75 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.16 Name.... OUTFALL Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 Time min 1097 1102 1107 1112 1117 1122 1127 1132 1137 1142 1147 1152 1157 1162 1167 1172 1177 1182 1187 1192 1197 1202 1207 1212 1217 1222 1227 1232 1237 1242 1247 1252 1257 1262 1267 1272 1277 1282 1287 1292 1297 1302 1307 1312 1317 1322 1327 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. 20.70 20.66 20.61 20.56 20.52 20.47 20.42 20.38 20.33 20.29 20.24 20.19 20.15 20.10 20.06 20.01 19.96 19.91 19.85 19.80 19.75 19.70 19.65 19.60 19.55 19.49 19.44 19.39 19.34 19.29 19.24 19.19 19.14 19.09 19.04 18.99 18.95 18.90 18.85 18.80 18.75 18.70 18.65 18.60 18.56 18.51 18.46 18.41 18.36 18.32 18.27 18.22 18.17 18.11 18.05 18.00 17.94 17.88 17.83 17.77 17.71 17.66 17.60 17.55 17.49 17.44 17.38 17.33 17.27 17.22 17.16 17.11 17.06 17.00 16.95 16.90 16.84 16.79 16.74 16.68 16.63 16.58 16.53 16.48 16.42 16.37 16.32 16.27 16.22 16.17 16.10 16.04 15.97 15.91 15.85 15.79 15.72 15.66 15.60 15.54 15.48 15.42 15.36 15.30 15.24 15.18 15.12 15.06 15.00 14.94 14.88 14.82 14.77 14.71 14.65 14.59 14.54 14.48 14.43 14.37 14.31 14.26 14.20 14.15 14.09 14.04 13.98 13.93 13.88 13.81 13.74 13.67 13.60 13.54 13.47 13.40 13.33 13.26 13.20 13.13 13.07 13.00 12.94 12.87 12.81 12.75 12.68 12.62 12.56 12.50 12.44 12.38 12.32 12.26 12.20 12.14 12.08 12.02 11.97 11.91 11.85 11.80 11.74 11.68 11.63 11.57 11.52 11.47 11.41 11.36 11.31 11.25 11.20 11.15 11.10 11.05 10.95 10.86 10.77 10.68 10.59 10.50 10.42 10.33 10.25 10.16 10.08 10.00 9.92 9.84 9.77 9.69 9.62 9.54 9.47 9.40 9.32 9.25 9.18 9.12 9.05 8.98 8.92 8.85 8.79 8.72 8.66 8.60 8.54 8.48 8.42 8.36 8.31 8.25 8.19 8.14 8.08 8.03 7.98 7.93 7.87 7.82 7.77 7.72 7.68 7.63 7.58 7.53 7.49 7.44 7.40 7.35 7.31 7.27 7.22 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.17 Name.... OUTFALL Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 Time min 1332 1337 1342 1347 1352 1357 1362 1367 1372 1377 1382 1387 1392 1397 1402 1407 1412 1417 1422 1427 1432 1437 1442 1447 1452 1457 1462 1467 1472 1477 1482 1487 1492 1497 1502 1507 1512 1517 1522 1527 1532 1537 1542 1547 1552 1557 1562 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. -------------------------------------------------------- - - - - -- 7.18 7.14 7.10 7.06 7.02 6.98 6.94 6.90 6.86 6.83 6.79 6.75 6.72 6.68 6.65 6.61 6.58 6.54 6.51 6.48 6.45 6.41 6.38 6.35 6.32 6.29 6.26 6.23 6.20 6.17 6.15 6.12 6.09 6.06 6.04 6.01 5.99 5.96 5.94 5.91 5.89 5.86 5.84 5.81 5.79 5.77 5.74 5.72 5.70 5.68 5.66 5.63 5.61 5.59 5.57 5.55 5.53 5.51 5.49 5.47 5.45 5.43 5.41 5.40 5.38 5.36 5.34 5.32 5.31 5.29 5.27 5.25 5.24 5.22 5.20 5.19 5.17 5.16 5.14 5.13 5.11 5.09 5.08 5.07 5.05 5.04 5.02 5.01 4.99 4.98 4.97 4.95 4.94 4.93 4.91 4.90 4.89 4.87 4.86 4.85 4.84 4.82 4.81 4.80 4.79 4.78 4.77 4.75 4.74 4.73 4.72 4.71 4.70 4.68 4.67 4.66 4.64 4.62 4.60 4.58 4.55 4.52 4.49 4.46 4.43 4.39 4.35 4.31 4.27 4.22 4.18 4.13 4.09 4.04 3.99 3.94 3.90 3.85 3.80 3.75 3.71 3.66 3.61 3.57 3.52 3.47 3.43 3.38 3.34 3.29 3.25 3.20 3.16 3.12 3.08 3.03 2.99 2.95 2.91 2.87 2.83 2.79 2.75 2.72 2.68 2.64 2.61 2.57 2.53 2.50 2.47 2.43 2.40 2.36 2.33 2.30 2.27 2.24 2.21 2.17 2.14 2.12 2.09 2.06 2.03 2.00 1.97 1.95 1.92 1.89 1.87 1.84 1.81 1.79 1.76 1.75 1.74 1.73 1.72 1.71 1.70 1.69 1.68 1.67 1.66 1.65 1.64 1.63 1.62 1.61 1.61 1.60 1.59 1.58 1.57 1.56 1.55 1.54 1.53 1.52 1.51 1.51 1.50 1.49 1.48 1.47 1.46 1.45 1.45 1.44 1.43 1.42 1.41 1.40 1.40 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 ,Type.... Node: Addition Summary Page 6.18 Name.... OUTFALL Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 1567.00 1.39 1.38 1.37 1.36 1.36 1572.00 1.35 1.34 1.33 1.32 1.32 1577.00 1.31 1.30 1.29 1.29 1.28 1582.00 1.27 1.26 1.26 1.25 1.24 1587.00 1.24 1.23 1.22 1.21 1.21 1592.00 1.20 1.19 1.19 1.18 1.17 1597.00 1.17 1.16 1.15 1.15 1.14 1602.00 1.13 1.13 1.12 1.11 1.11 1607.00 1.10 1.09 1.09 1.08 1.07 1612.00 1.07 1.06 1.06 1.05 1.04 1617.00 1.04 1.03 1.03 1.02 1.01 1622.00 1.01 1.00 1.00 .99 .98 1627.00 .98 .97 .97 .96 .96 1632.00 .95 .94 .94 .93 .93 1637.00 .92 .92 .91 .91 .90 1642.00 .90 .89 .89 .88 .88 1647.00 .87 .87 .86 .86 .85 1652.00 .85 .84 .84 .83 .83 1657.00 .82 .82 .81 .81 .80 1662.00 .80 .79 .79 .78 .78 1667.00 .78 .77 .77 .76 .76 1672.00 .75 .75 .74 .74 .74 1677.00 .73 .73 .72 .72 .71 1682.00 .71 .71 .70 .70 .69 1687.00 .69 .69 .68 .68 .67 1692.00 .67 .67 .66 .66 .65 1697.00 .65 .65 .64 .64 .64 1702.00 .63 .63 .62 .62 .62 1707.00 .61 .61 .61 .60 .60 1712.00 .60 .59 .59 .59 .58 1717.00 58 .58 .57 .57 .57 1722.00 .56 .56 .56 .55 .55 1727.00 .55 .54 .54 .54 .53 1732.00 .53 .53 .52 .52 .52 1737.00 .52 .51 .51 .51 .50 1742.00 .50 .50 .49 .49 .49 1747.00 .49 .48 .48 .48 .48 1752.00 .47 .47 .47 .46 .46 1757.00 .46 .46 .45 .45 .45 1762.00 .45 .44 .44 .44 .44 1767.00 .43 .43 .43 .43 .42 1772.00 .42 .42 .42 .41 .41 1777.00 .41 .41 .40 .40 .40 1782.00 .40 .39 .39 .39 .39 1787.00 .39 .38 .38 .38 .38 1792.00 .37 .37 .37 .37 .37 1797.00 .36 .36 .36 .36 .36 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 ,Type.... Node: Addition Summary Page 6.19 Name.... OUTFALL Event: 10 yr File.... E: \PROJECT -FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 1802.00 .35 .35 .35 .35 .34 1807.00 .34 .34 .34 .34 .33 1812.00 ( .33 .33 .33 .33 .33 1817.00 .32 .32 .32 .32 .32 1822.00 .31 .31 .31 .31 .31 1827.00 .31 .30 .30 .30 .30 1832.00 .30 .29 .29 .29 .29 1837.00 .29 .29 .28 .28 .28 1842.00 ( .28 .28 .28 .27 .27 1847.00 .27 .27 .27 .27 .27 1852.00 .26 .26 .26 .26 .26 1857.00 .26 .25 .25 .25 .25 1862.00 .25 .25 .25 .24 .24 1867.00 .24 .24 .24 .24 .24 1872.00 .23 .23 .23 .23 .23 1877.00 .23 .23 .23 .22 .22 1882.00 .22 .22 .22 .22 .22 1887.00 .22 .21 .21 .21 .21 1892.00 .21 .21 .21 .21 .20 1897.00 .20 .20 .20 .20 .20 1902.00 .20 .20 .19 .19 .19 1907.00 .19 .19 .19 .19 .19 1912.00 .19 .18 .18 .18 .18 1917.00 .18 .18 .18 .18 .18 1922.00 .18 .17 .17 .17 .17 1927.00 .17 .17 .17 .17 .17 1932.00 .17 .16 .16 .16 .16 1937.00 .16 .16 .16 .16 .16 1942.00 .16 .16 .15 .15 .15 1947.00 .15 .15 .15 .15 .15 1952.00 .15 .15 .15 .14 .14 1957.00 .14 .14 .14 .14 .14 1962.00 .14 .14 .14 .14 .14 1967.00 .14 .13 .13 .13 .13 1972.00 .13 .13 .13 .13 .13 1977.00 .13 .13 .13 .13 .12 1982.00 .12 .12 .12 .12 .12 1987.00 .12 .12 .12 .12 .12 1992.00 .12 .12 .12 .11 .11 1997.00 .11 .11 .11 .11 .11 2002.00 .11 .11 .11 .11 .11 2007.00 .11 .11 .11 .11 .10 2012.00 .10 .10 .10 .10 .10 2017.00 .10 .10 .10 .10 .10 2022.00 .10 .10 .10 .10 .10 2027.00 .10 .09 .09 .09 .09 2032.00 .09 .09 .09 .09 .09 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 ,Type.... Node: Addition Summary Page 6.20 Name.... OUTFALL Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 2037.00 .09 .09 .09 .09 .09 2042.00 .09 .09 .09 .09 .09 2047.00 .08 .08 .08 .08 .08 2052.00 .08 .08 .08 .08 .08 2057.00 .08 .08 .08 .08 .08 2062.00 .08 .08 .08 .08 .08 2067.00 .08 .07 .07 .07 .07 2072.00 .07 .07 .07 .07 .07 2077.00 .07 .07 .07 .07 .07 2082.00 .07 .07 .07 .07 .07 2087.00 ( .07 .07 .07 .07 .07 2092.00 .07 .06 .06 .06 .06 2097.00 .06 .06 .06 .06 .06 2102.00 .06 .06 .06 .06 .06 2107.00 .06 .06 .06 .06 .06 2112.00 .06 .06 .06 .06 .06 2117.00 .06 .06 .06 .06 .06 2122.00 .05 .05 .05 .05 .05 2127.00 .05 .05 .05 .05 .05 2132.00 .05 .05 .05 .05 .05 2137.00 .05 .05 .05 .05 .05 2142.00 .05 .05 .05 .05 .05 2147.00 .05 .05 .05 .05 .05 2152.00 .05 .05 .05 .05 .04 2157.00 .04 .04 .04 .04 .04 2162.00 .04 .04 .04 .04 .04 2167.00 .04 .04 .04 .04 .04 2172.00 .04 .04 .04 .04 .04 2177.00 .04 .04 .04 .04 .04 2182.00 .04 .04 .04 .04 .04 2187.00 .04 .04 .04 .04 .04 2192.00 .04 .04 .04 .04 .04 2197.00 .04 .04 .03 .03 .03 2202.00 .03 .03 .03 .03 .03 2207.00 .03 .03 .03 .03 .03 2212.00 .03 .03 .03 .03 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.21 Name.... OUTFALL Event: 25 yr File.... E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUTFALL HYG Directory: E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ -------------------------------------------------------------------------- -------------------------------------------------------------------------- Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- OUTLET -------------------------------------------------------------------------- -------------------------------------------------------------------------- POND IN POST.HYG OUTLET A...25 INFLOWS TO: OUTFALL ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG OUTLET A...25 46253.83 749.00 95.60 TOTAL FLOW INTO: OUTFALL ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG OUTFALL A...25 46253.83 749.00 95.60 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.22 Name.... OUTFALL Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 TOTAL NODE INFLOW... HYG file = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \POST.HYG HYG ID = OUTFALL HYG Tag = A...25 ------------------------------------ Peak Discharge = 95.60 cfs Time to Peak = 749.00 min HYG Volume = ------------------------------------ 46253.83 cu.yd. HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 199.00 .00 .00 .00 .00 .00 204.00 .00 .00 .00 .00 .00 209.00 .01 .01 .01 .01 .01 214.00 .01 .01 .01 .01 .01 219.00 ( .02 .02 .02 .02 .02 224.00 .02 .03 .03 .03 .03 229.00 .03 .04 .04 .04 .04 234.00 .04 .05 .05 .05 .05 239.00 .06 .06 .06 .07 .07 244.00 .07 .07 .08 .08 .08 249.00 .09 .09 .09 .10 .10 254.00 .10 .11 .11 .12 .12 259.00 .12 .13 .13 .14 .14 264.00 .14 .15 .15 .16 .16 269.00 .17 .17 .18 .18 .19 274.00 .19 .19 .20 .20 .21 279.00 .22 .22 .23 .23 .24 284.00 .24 .25 .25 .26 .26 289.00 .27 .28 .28 .29 .29 294.00 .30 .31 .31 .32 .32 299.00 .33 .34 .34 .35 .36 304.00 .36 .37 .38 .38 .39 309.00 .40 .40 .41 .42 .43 314.00 .43 .44 .45 .45 .46 319.00 .47 .48 .48 .49 .50 324.00 .51 .51 .52 .53 .54 329.00 .55 .55 .56 .57 .58 334.00 .59 .60 .60 .61 .62 339.00 .63 .64 .65 .66 .66 344.00 .67 .68 .69 .70 .71 349.00 .72 .73 .74 .75 .75 354.00 .76 .77 .78 .79 .80 359.00 .81 .82 .83 .84 .85 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.23 Name.... OUTFALL Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 364.00 .86 .87 .88 .89 .90 369.00 .91 .92 .93 .94 .95 374.00 .96 .97 .98 .99 1.00 379.00 1.01 1.02 1.03 1.04 1.05 384.00 1.06 1.08 1.09 1.10 1.11 389.00 1.12 1.13 1.14 1.15 1.16 394.00 1.17 1.19 1.20 1.21 1.22 399.00 1.23 1.24 1.25 1.27 1.28 404.00 1.29 1.30 1.31 1.32 1.34 409.00 1.35 1.36 1.37 1.38 1.39 414.00 1.41 1.42 1.43 1.44 1.46 419.00 1.47 1.48 1.49 1.50 1.52 424.00 1.53 1.54 1.55 1.57 1.58 429.00 1.59 1.60 1.62 1.63 1.64 434.00 1.66 1.67 1.68 1.69 1.71 439.00 1.72 1.73 1.75 1.76 1.79 444.00 1.82 1.85 1.88 1.91 1.94 449.00 1.97 2.00 2.03 2.06 2.09 454.00 2.12 2.15 2.18 2.21 2.24 459.00 2.27 2.30 2.33 2.35 2.38 464.00 2.41 2.44 2.47 2.49 2.52 469.00 2.55 2.58 2.61 2.63 2.66 474.00 2.69 2.71 2.74 2.77 2.79 479.00 2.82 2.85 2.87 2.90 2.93 484.00 2.95 2.98 3.01 3.03 3.06 489.00 3.08 3.11 3.14 3.16 3.19 494.00 3.21 3.24 3.27 3.29 3.32 499.00 3.35 3.37 3.40 3.43 3.46 504.00 3.48 3.51 3.54 3.57 3.60 509.00 3.63 3.66 3.69 3.72 3.75 514.00 3.78 3.81 3.84 3.87 3.90 519.00 3.94 3.97 4.00 4.03 4.07 524.00 4.10 4.14 4.17 4.20 4.24 529.00 4.28 4.31 4.35 4.38 4.42 534.00 4.46 4.49 4.53 4.57 4.61 539.00 4.64 4.68 4.72 4.76 4.80 544.00 4.84 4.88 4.92 4.96 5.00 549.00 5.04 5.08 5.12 5.17 5.21 554.00 5.25 5.29 5.33 5.37 5.41 559.00 ( 5.46 5.50 5.54 5.58 5.62 564.00 ( 5.66 5.70 5.74 5.78 5.82 569.00 5.86 5.90 5.94 5.98 6.01 574.00 6.05 6.09 6.13 6.17 6.20 579.00 6.24 6.28 6.32 6.36 6.40 584.00 6.43 6.47 6.51 6.55 6.59 589.00 6.63 6.67 6.71 6.75 6.79 594.00 6.84 6.88 6.92 6.96 7.01 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.24 Name.... OUTFALL Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 599.00 7.05 7.10 7.15 7.19 7.24 604.00 7.29 7.34 7.39 7.44 7.49 609.00 7.54 7.59 7.64 7.70 7.75 614.00 7.81 7.86 7.92 7.98 8.04 619.00 8.10 8.16 8.22 8.28 8.34 624.00 8.41 8.48 8.54 8.61 8.68 629.00 8.75 8.82 8.89 8.96 9.04 634.00 9.11 9.19 9.26 9.34 9.42 639.00 9.50 9.58 9.67 9.75 9.84 644.00 9.92 10.01 10.10 10.19 10.29 649.00 10.38 10.48 10.58 10.68 10.78 654.00 10.88 10.98 11.07 11.13 11.19 659.00 11.25 11.31 11.38 11.44 11.51 664.00 11.58 11.65 11.72 11.79 11.87 669.00 11.94 12.02 12.10 12.18 12.27 674.00 12.35 12.44 12.54 12.63 12.73 679.00 12.83 12.93 13.03 13.14 13.25 684.00 13.37 13.48 13.60 13.73 13.85 689.00 13.95 14.05 14.16 14.27 14.38 694.00 14.50 14.62 14.76 14.90 15.06 699.00 15.23 15.42 15.63 15.87 16.13 704.00 16.38 16.64 16.94 17.28 17.65 709.00 18.07 18.48 18.92 19.40 19.93 714.00 20.46 21.02 21.65 22.27 22.94 719.00 23.62 24.33 25.04 25.76 26.47 724.00 27.18 27.86 28.53 29.17 29.78 729.00 30.35 30.89 31.38 31.84 34.35 734.00 38.94 43.11 49.55 57.99 65.21 739.00 71.35 76.49 80.97 85.15 88.44 744.00 90.98 92.90 94.24 95.10 95.54 749.00 95.60 95.34 94.81 94.04 93.06 754.00 91.91 90.61 89.20 87.69 86.09 759.00 84.43 82.72 80.98 79.27 77.79 764.00 76.29 74.78 73.27 71.76 70.26 769.00 68.78 67.31 65.87 64.45 63.05 774.00 61.69 60.35 59.04 57.77 56.52 779.00 55.31 54.12 52.97 51.84 50.75 784.00 49.69 48.66 47.65 46.68 45.74 789.00 45.02 44.67 44.31 43.96 43.61 794.00 43.26 42.91 42.56 42.21 41.87 799.00 41.52 41.18 40.84 40.50 40.16 804.00 39.83 39.49 39.16 38.84 38.51 809.00 38.19 37.87 37.55 37.23 36.92 814.00 36.61 36.30 35.99 35.68 35.38 819.00 35.08 34.78 34.49 34.20 33.91 824.00 33.62 33.33 33.05 32.77 32.49 829.00 32.22 32.07 32.04 32.02 32.00 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.25 Name.... OUTFALL Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 Time min 834 839 844 849 854 859 864 869 874 879 884 889 894 899 904 909 914 919 924 929 934 939 944 949 954 959 964 969 974 979 984 989 994 999 1004 1009 1014 1019 1024 1029 1034 1039 1044 1049 1054 1059 1064 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. 31.97 31.95 31.92 31.90 31.87 31.85 31.82 31.79 31.77 31.74 31.72 31.69 31.66 31.63 31.61 31.58 31.55 31.52 31.50 31.47 31.44 31.41 31.38 31.35 31.32 31.30 31.27 31.24 31.21 31.18 31.15 31.12 31.09 31.06 31.03 31.00 30.97 30.94 30.91 30.88 30.85 30.82 30.78 30.75 30.72 30.69 30.66 30.63 30.59 30.56 30.53 30.50 30.47 30.43 30.40 30.37 30.34 30.31 30.27 30.24 30.21 30.18 30.15 30.11 30.08 30.05 30.02 29.98 29.95 29.92 29.89 29.85 29.82 29.79 29.75 29.72 29.68 29.65 29.61 29.58 29.54 29.51 29.47 29.44 29.40 29.37 29.33 29.30 29.26 29.23 29.19 29.16 29.12 29.09 29.05 29.02 28.98 28.95 28.91 28.88 28.84 28.81 28.77 28.74 28.70 28.67 28.63 28.59 28.56 28.52 28.48 28.44 28.40 28.37 28.33 28.29 28.25 28.21 28.18 28.14 28.10 28.06 28.02 27.99 27.95 27.91 27.87 27.83 27.80 27.76 27.72 27.68 27.64 27.60 27.57 27.53 27.49 27.45 27.41 27.37 27.33 27.29 27.25 27.21 27.17 27.13 27.09 27.05 27.01 26.97 26.92 26.88 26.84 26.80 26.76 26.72 26.68 26.64 26.60 26.56 26.52 26.48 26.44 26.40 26.36 26.32 26.28 26.24 26.20 26.16 26.12 26.08 26.04 26.00 25.95 25.91 25.87 25.83 25.79 25.74 25.70 25.66 25.62 25.58 25.53 25.49 25.45 25.41 25.37 25.33 25.28 25.24 25.20 25.16 25.12 25.08 25.04 25.00 24.95 24.91 24.87 24.83 24.79 24.75 24.71 24.67 24.62 24.58 24.54 24.49 24.45 24.40 24.36 24.32 24.27 24.23 24.19 24.15 24.10 24.06 24.02 23.97 23.93 23.89 23.85 23.80 23.76 23.72 23.68 23.63 23.59 23.55 23.51 23.47 23.42 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.26 Name.... OUTFALL Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 Time min 1069 1074 1079 1084 1089 1094 1099 1104 1109 1114 1119 1124 1129 1134 1139 1144 1149 1154 1159 1164 1169 1174 1179 1184 1189 1194 1199 1204 1209 1214 1219 1224 1229 1234 1239 1244 1249 1254 1259 1264 1269 1274 1279 1284 1289 1294 1299 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. 23.38 23.34 23.30 23.26 23.21 23.17 23.12 23.08 23.03 22.99 22.94 22.90 22.85 22.81 22.76 22.72 22.67 22.63 22.59 22.54 22.50 22.45 22.41 22.37 22.32 22.28 22.24 22.19 22.15 22.11 22.06 22.02 21.98 21.93 21.89 21.85 21.80 21.76 21.72 21.67 21.63 21.58 21.53 21.49 21.44 21.39 21.35 21.30 21.26 21.21 21.16 21.12 21.07 21.03 20.98 20.94 20.89 20.85 20.80 20.76 20.71 20.67 20.62 20.58 20.53 20.49 20.44 20.40 20.36 20.31 20.27 20.22 20.18 20.14 20.09 20.05 20.00 19.95 19.90 19.85 19.80 19.75 19.70 19.65 19.60 19.55 19.50 19.46 19.41 19.36 19.31 19.26 19.21 19.16 19.12 19.07 19.02 18.97 18.93 18.88 18.83 18.78 18.74 18.69 18.64 18.60 18.55 18.50 18.46 18.41 18.36 18.32 18.27 18.22 18.17 18.12 18.06 18.01 17.95 17.90 17.84 17.79 17.73 17.68 17.63 17.57 17.52 17.46 17.41 17.36 17.30 17.25 17.20 17.15 17.09 17.04 16.99 16.94 16.89 16.83 16.78 16.73 16.68 16.63 16.58 16.53 16.48 16.43 16.38 16.33 16.28 16.23 16.18 16.12 16.06 16.00 15.94 15.88 15.82 15.76 15.70 15.64 15.58 15.52 15.46 15.40 15.35 15.29 15.23 15.17 15.12 15.06 15.01 14.95 14.90 14.84 14.79 14.73 14.68 14.62 14.57 14.52 14.46 14.41 14.36 14.31 14.26 14.20 14.15 14.10 14.05 14.00 13.95 13.90 13.85 13.78 13.72 13.65 13.59 13.53 13.46 13.40 13.34 13.28 13.21 13.15 13.09 13.03 12.97 12.91 12.85 12.80 12.74 12.68 12.62 12.57 12.51 12.45 12.40 12.34 12.29 12.23 12.18 12.13 12.07 12.02 11.97 11.92 11.86 11.81 11.76 11.71 11.66 11.61 11.56 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.27 Name.... OUTFALL Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 Time min 1304 1309 1314 1319 1324 1329 1334 1339 1344 1349 1354 1359 1364 1369 1374 1379 1384 1389 1394 1399 1404 1409 1414 1419 1424 1429 1434 1439 1444 1449 1454 1459 1464 1469 1474 1479 1484 1489 1494 1499 1504 1509 1514 1519 1524 1529 1534 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. 11.51 11.46 11.41 11.37 11.32 11.27 11.22 11.18 11.13 11.08 11.03 10.94 10.86 10.78 10.70 10.62 10.54 10.46 10.38 10.31 10.23 10.16 10.08 10.01 9.94 9.87 9.80 9.73 9.67 9.60 9.54 9.47 9.41 9.35 9.28 9.22 9.16 9.10 9.04 8.99 8.93 8.87 8.82 8.76 8.71 8.66 8.60 8.55 8.50 8.45 8.40 8.35 8.30 8.25 8.21 8.16 8.11 8.07 8.02 7.98 7.93 7.89 7.85 7.81 7.76 7.72 7.68 7.64 7.60 7.57 7.53 7.49 7.45 7.41 7.38 7.34 7.31 7.27 7.24 7.20 7.17 7.14 7.10 7.07 7.04 7.01 6.98 6.94 6.91 6.88 6.85 6.82 6.80 6.77 6.74 6.71 6.68 6.66 6.63 6.60 6.58 6.55 6.53 6.50 6.48 6.45 6.43 6.40 6.38 6.35 6.33 6.31 6.29 6.26 6.24 6.22 6.20 6.18 6.16 6.14 6.12 6.10 6.08 6.06 6.04 6.02 6.00 5.98 5.96 5.95 5.93 5.91 5.89 5.88 5.86 5.84 5.82 5.81 5.79 5.77 5.76 5.74 5.72 5.70 5.67 5.65 5.62 5.59 5.56 5.52 5.49 5.44 5.40 5.36 5.31 5.26 5.20 5.15 5.09 5.04 4.98 4.92 4.87 4.81 4.75 4.69 4.63 4.57 4.52 4.46 4.40 4.34 4.29 4.23 4.17 4.12 4.06 4.01 3.96 3.90 3.85 3.80 3.75 3.70 3.64 3.60 3.55 3.50 3.45 3.40 3.36 3.31 3.26 3.22 3.17 3.13 3.09 3.04 3.00 2.96 2.92 2.88 2.84 2.80 2.76 2.72 2.69 2.65 2.61 2.58 2.54 2.51 2.47 2.44 2.40 2.37 2.34 2.30 2.27 2.24 2.21 2.18 2.15 2.12 2.09 2.06 2.03 2.00 1.98 1.95 1.92 1.90 1.87 1.84 1.82 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.28 Name.... OUTFALL Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1539.00 1.79 1.77 1.75 1.74 1.73 1544.00 1.72 1.71 1.70 1.69 1.68 1549.00 1.67 1.66 1.65 1.64 1.64 1554.00 1.63 1.62 1.61 1.60 1.59 1559.00 1.58 1.57 1.56 1.55 1.54 1564.00 1.53 1.52 1.52 1.51 1.50 1569.00 1.49 1.48 1.47 1.46 1.46 1574.00 1.45 1.44 1.43 1.42 1.41 1579.00 1.41 1.40 1.39 1.38 1.37 1584.00 1.36 1.36 1.35 1.34 1.33 1589.00 1.33 1.32 1.31 1.30 1.30 1594.00 ( 1.29 1.28 1.27 1.27 1.26 1599.00 1.25 1.24 1.24 1.23 1.22 1604.00 1.21 1.21 1.20 1.19 1.19 1609.00 1.18 1.17 1.17 1.16 1.15 1614.00 1.15 1.14 1.13 1.13 1.12 1619.00 1.11 1.11 1.10 1.09 1.09 1624.00 1.08 1.07 1.07 1.06 1.06 1629.00 1.05 1.04 1.04 1.03 1.03 1634.00 1.02 1.01 1.01 1.00 1.00 1639.00 .99 .99 .98 .97 .97 1644.00 .96 .96 .95 .95 .94 1649.00 .93 .93 .92 .92 .91 1654.00 .91 .90 .90 .89 .89 1659.00 .88 .88 .87 .87 .86 1664.00 .86 .85 .85 .84 .84 1669.00 .83 .83 .82 .82 .81 1674.00 .81 .80 .80 .79 .79 1679.00 .78 .78 .78 .77 .77 1684.00 .76 .76 .75 .75 .74 1689.00 .74 .74 .73 .73 .72 1694.00 .72 .71 .71 .71 .70 1699.00 .70 .69 .69 .69 .68 1704.00 .68 .67 .67 .67 .66 1709.00 .66 .66 .65 .65 .64 1714.00 .64 .64 .63 .63 .63 1719.00 .62 .62 .61 .61 .61 1724.00 .60 .60 .60 .59 .59 1729.00 .59 .58 .58 .58 .57 1734.00 .57 .57 .56 .56 .56 1739.00 .55 .55 .55 .54 .54 1744.00 .54 .53 .53 .53 .53 1749.00 .52 .52 .52 .51 .51 1754.00 .51 .50 .50 .50 .50 1759.00 .49 .49 .49 .48 .48 1764.00 .48 .48 .47 .47 .47 1769.00 .46 .46 .46 .46 .45 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.29 Name.... OUTFALL Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1774.00 .45 .45 .45 .44 .44 1779.00 .44 .44 .43 .43 .43 1784.00 .43 .42 .42 .42 .42 1789.00 .41 .41 .41 .41 .40 1794.00 .40 .40 .40 .39 .39 1799.00 .39 .39 .39 .38 .38 1804.00 .38 .38 .37 .37 .37 1809.00 .37 .37 .36 .36 .36 1814.00 .36 .36 .35 .35 .35 1819.00 .35 .35 .34 .34 .34 1824.00 .34 .34 .33 .33 .33 1829.00 .33 .33 .32 .32 .32 1834.00 .32 .32 .31 .31 .31 1839.00 .31 .31 .31 .30 .30 1844.00 .30 .30 .30 .29 .29 1849.00 .29 .29 .29 .29 .28 1854.00 .28 .28 .28 .28 .28 1859.00 .28 .27 .27 .27 .27 1864.00 .27 .27 .26 .26 .26 1869.00 .26 .26 .26 .25 .25 1874.00 .25 .25 .25 .25 .25 1879.00 .24 .24 .24 .24 .24 1884.00 .24 .24 .24 .23 .23 1889.00 .23 .23 .23 .23 .23 1894.00 .22 .22 .22 .22 .22 1899.00 .22 .22 .22 .21 .21 1904.00 .21 .21 .21 .21 .21 1909.00 .21 .20 .20 .20 .20 1914.00 .20 .20 .20 .20 .20 1919.00 .19 .19 .19 .19 .19 1924.00 .19 .19 .19 .19 .18 1929.00 .18 .18 .18 .18 .18 1934.00 .18 .18 .18 .17 .17 1939.00 .17 .17 .17 .17 .17 1944.00 .17 .17 .17 .16 .16 1949.00 .16 .16 .16 .16 .16 1954.00 .16 .16 .16 .16 .15 1959.00 .15 .15 .15 .15 .15 1964.00 .15 .15 .15 .15 .15 1969.00 .14 .14 .14 .14 .14 1974.00 .14 .14 .14 .14 .14 1979.00 .14 .14 .14 .13 .13 1984.00 .13 .13 .13 .13 .13 1989.00 .13 .13 .13 .13 .13 1994.00 .13 .12 .12 .12 .12 1999.00 .12 .12 .12 .12 .12 2004.00 .12 .12 .12 .12 .12 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 .Type.... Node: Addition Summary Page 6.30 Name.... OUTFALL Event: 25 yr File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 2009.00 .11 .11 .11 .11 .11 2014.00 .11 .11 .11 .11 .11 2019.00 .11 .11 .11 .11 .11 2024.00 .11 .10 .10 .10 .10 2029.00 .10 .10 .10 .10 .10 2034.00 .10 .10 .10 .10 .10 2039.00 .10 .10 .10 .09 .09 2044.00 .09 .09 .09 .09 .09 2049.00 .09 .09 .09 .09 .09 2054.00 .09 .09 .09 .09 .09 2059.00 .09 .09 .08 .08 .08 2064.00 .08 .08 .08 .08 .08 2069.00 .08 .08 .08 .08 .08 2074.00 .08 .08 .08 .08 .08 2079.00 .08 .08 .08 .08 .07 2084.00 .07 .07 .07 .07 .07 2089.00 .07 .07 .07 .07 .07 2094.00 .07 .07 .07 .07 .07 2099.00 .07 .07 .07 .07 .07 2104.00 .07 .07 .07 .06 .06 2109.00 .06 .06 .06 .06 .06 2114.00 .06 .06 .06 .06 .06 2119.00 .06 .06 .06 .06 .06 2124.00 .06 .06 .06 .06 .06 2129.00 .06 .06 .06 .06 .06 2134.00 .06 .06 .05 .05 .05 2139.00 .05 .05 .05 .05 .05 2144.00 .05 .05 .05 .05 .05 2149.00 .05 .05 .05 .05 .05 2154.00 .05 .05 .05 .05 .05 2159.00 .05 .05 .05 .05 .05 2164.00 .05 .05 .05 .05 .05 2169.00 .05 .04 .04 .04 .04 2174.00 .04 .04 .04 .04 .04 2179.00 .04 .04 .04 .04 .04 2184.00 .04 .04 .04 .04 .04 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.31 Name.... OUTFALL Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUTFALL HYG Directory: E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ -------------------------------------------------------------------------- -------------------------------------------------------------------------- Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- OUTLET -------------------------------------------------------------------------- -------------------------------------------------------------------------- POND IN POST.HYG OUTLET A..100 INFLOWS TO: OUTFALL ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG OUTLET A..100 58162.56 742.00 174.35 TOTAL FLOW INTO: OUTFALL ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG OUTFALL A..100 58162.56 742.00 174.35 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.32 Name.... OUTFALL Event: 100 yr File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 TOTAL NODE INFLOW... HYG file = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \POST.HYG HYG ID = OUTFALL HYG Tag = A..100 ------------------------------------ Peak Discharge = 174.35 cfs Time to Peak = 742.00 min HYG Volume = ------------------------------------ 58162.56 cu.yd. HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 169.00 .00 .00 .00 .00 .00 174.00 .00 .00 .00 .00 .01 179.00 .01 .01 .01 .01 .01 184.00 .01 .01 .02 .02 .02 189.00 .02 .02 .02 .03 .03 194.00 .03 .03 .03 .04 .04 199.00 ( .04 .05 .05 .05 .05 204.00 .06 .06 .06 .07 .07 209.00 .07 .08 .08 .09 .09 214.00 .09 .10 .10 .11 .11 219.00 .11 .12 .12 .13 .13 224.00 .14 .14 .15 .15 .16 229.00 .16 .17 .17 .18 .18 234.00 .19 .20 .20 .21 .21 239.00 .22 .23 .23 .24 .24 244.00 .25 .26 .26 .27 .28 249.00 ( .28 .29 .30 .30 .31 254.00 .32 .32 .33 .34 .34 259.00 .35 .36 .37 .37 .38 264.00 .39 .40 .41 .41 .42 269.00 .43 .44 .45 .45 .46 274.00 .47 .48 .49 .50 .50 279.00 .51 .52 .53 .54 .55 284.00 .56 .57 .58 .59 .59 289.00 .60 .61 .62 .63 .64 294.00 .65 .66 .67 .68 .69 299.00 .70 .71 .72 .73 .74 304.00 .75 .76 .77 .78 .80 309.00 .81 .82 .83 .84 .85 314.00 .86 .87 .88 .89 .91 319.00 ( .92 .93 .94 .95 .96 324.00 .97 .99 1.00 1.01 1.02 329.00 1.03 1.05 1.06 1.07 1.08 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.33 Name.... OUTFALL Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 334.00 1.10 1.11 1.12 1.13 1.14 339.00 1.16 1.17 1.18 1.20 1.21 344.00 1.22 1.23 1.25 1.26 1.27 349.00 1.29 1.30 1.31 1.33 1.34 354.00 1.35 1.37 1.38 1.39 1.41 359.00 1.42 1.43 1.45 1.46 1.48 364.00 1.49 1.50 1.52 1.53 1.55 369.00 1.56 1.58 1.59 1.60 1.62 374.00 1.63 1.65 1.66 1.68 1.69 379.00 1.71 1.72 1.74 1.75 1.77 384.00 1.81 1.84 1.88 1.91 1.95 389.00 1.98 2.02 2.05 2.09 2.12 394.00 2.16 2.19 2.22 2.26 2.29 399.00 2.32 2.36 2.39 2.42 2.46 404.00 ( 2.49 2.52 2.55 2.59 2.62 409.00 2.65 2.68 2.71 2.75 2.78 414.00 2.81 2.84 2.87 2.90 2.93 419.00 2.97 3.00 3.03 3.06 3.09 424.00 3.12 3.15 3.18 3.21 3.24 429.00 3.27 3.30 3.33 3.36 3.39 434.00 3.42 3.45 3.48 3.51 3.54 439.00 3.57 3.60 3.63 3.65 3.68 444.00 3.71 3.74 3.77 3.80 3.83 449.00 3.86 3.88 3.91 3.94 3.97 454.00 4.00 4.03 4.05 4.08 4.11 459.00 4.14 4.17 4.19 4.22 4.25 464.00 4.28 4.31 4.33 4.36 4.39 469.00 4.42 4.44 4.47 4.50 4.53 474.00 4.55 4.58 4.61 4.63 4.66 479.00 4.69 4.72 4.74 4.77 4.80 484.00 4.82 4.85 4.88 4.90 4.93 489.00 4.96 4.98 5.01 5.04 5.07 494.00 5.09 5.12 5.15 5.18 5.21 499.00 5.24 5.27 5.30 5.33 5.36 504.00 5.39 5.42 5.45 5.48 5.51 509.00 5.55 5.58 5.61 5.65 5.68 514.00 5.72 5.75 5.79 5.83 5.86 519.00 5.90 5.94 5.98 6.02 6.05 524.00 6.09 6.13 6.18 6.22 6.26 529.00 6.30 6.35 6.39 6.43 6.48 534.00 6.52 6.57 6.61 6.66 6.71 539.00 6.76 6.80 6.85 6.90 6.95 544.00 7.00 7.05 7.10 7.15 7.20 549.00 7.25 7.30 7.35 7.40 7.45 554.00 7.51 7.56 7.61 7.66 7.71 559.00 7.76 7.81 7.86 7.92 7.97 564.00 8.02 8.07 8.12 8.16 8.21 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.34 Name.... OUTFALL Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 Time min 569 574 579 584 589 594 599 604 609 614 619 624 629 634 639 644 649 654 659 664 669 674 679 684 689 694 699 704 709 714 719 724 729 734 739 744 749 754 759 764 769 774 779 784 789 794 799 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. 8.26 8.31 8.36 8.41 8.45 8.50 8.55 8.59 8.64 8.69 8.73 8.78 8.83 8.87 8.92 8.96 9.01 9.06 9.10 9.15 9.20 9.25 9.30 9.35 9.40 9.45 9.50 9.55 9.61 9.66 9.71 9.77 9.83 9.88 9.94 10.00 10.06 10.12 10.18 10.24 10.31 10.37 10.44 10.50 10.57 10.64 10.71 10.78 10.85 10.92 11.00 11.06 11.10 11.15 11.19 11.23 11.28 11.33 11.37 11.42 11.47 11.52 11.57 11.62 11.68 11.73 11.79 11.84 11.90 11.96 12.02 12.08 12.14 12.20 12.27 12.33 12.40 12.47 12.54 12.61 12.68 12.76 12.83 12.91 12.99 13.07 13.15 13.23 13.32 13.40 13.49 13.58 13.67 13.77 13.86 13.93 14.01 14.08 14.16 14.24 14.32 14.40 14.49 14.57 14.66 14.75 14.84 14.94 15.04 15.14 15.24 15.35 15.46 15.57 15.68 15.80 15.92 16.05 16.18 16.28 16.39 16.50 16.61 16.73 16.85 16.98 17.11 17.26 17.41 17.58 17.76 17.96 18.18 18.39 18.61 18.87 19.15 19.47 19.83 20.20 20.59 21.02 21.50 22.00 22.54 23.13 23.74 24.39 25.08 25.79 26.53 27.29 28.05 28.82 29.58 30.33 31.07 31.77 36.62 44.40 62.19 79.45 97.99 114.28 127.92 139.09 148.43 156.08 162.16 166.90 170.36 172.63 173.90 174.35 174.03 173.10 171.67 169.79 167.54 165.01 162.22 159.28 156.18 152.94 149.60 146.19 142.73 139.24 135.74 132.24 128.76 125.31 121.90 118.32 114.81 111.38 108.04 104.79 101.63 98.57 95.61 92.74 89.98 87.31 84.74 82.27 79.89 77.92 76.07 74.27 72.52 70.82 69.17 67.58 66.03 64.52 63.07 61.66 60.30 58.99 57.71 56.48 55.30 54.15 53.04 51.97 50.94 49.94 48.98 48.05 47.15 46.28 45.44 44.94 44.63 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 .Type.... Node: Addition Summary Page 6.35 Name.... OUTFALL Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 Time min 804 809 814 819 824 829 834 839 844 849 854 859 864 869 874 879 884 889 894 899 904 909 914 919 924 929 934 939 944 949 954 959 964 969 974 979 984 989 994 999 1004 1009 1014 1019 1024 1029 1034 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. -------------------------------------------------------- - - - - -- 44.32 44.00 43.69 43.38 43.07 42.76 42.45 42.15 41.84 41.53 41.23 40.93 40.63 40.33 40.03 39.73 39.44 39.14 38.85 38.56 38.27 37.98 37.69 37.41 37.13 36.85 36.57 36.29 36.02 35.74 35.47 35.20 34.93 34.67 34.40 34.14 33.88 33.62 33.37 33.11 32.86 32.61 32.36 32.11 32.06 32.04 32.02 32.00 31.97 31.95 31.93 31.91 31.88 31.86 31.84 31.81 31.79 31.77 31.74 31.72 31.69 31.67 31.65 31.62 31.60 31.57 31.55 31.52 31.50 31.47 31.45 31.42 31.40 31.37 31.35 31.32 31.30 31.27 31.25 31.22 31.20 31.17 31.14 31.12 31.09 31.07 31.04 31.01 30.99 30.96 30.93 30.91 30.88 30.85 30.82 30.79 30.77 30.74 30.71 30.68 30.65 30.62 30.60 30.57 30.54 30.51 30.48 30.45 30.42 30.40 30.37 30.34 30.31 30.28 30.25 30.22 30.19 30.16 30.13 30.10 30.07 30.04 30.02 29.99 29.96 29.93 29.90 29.87 29.84 29.81 29.77 29.74 29.71 29.68 29.65 29.61 29.58 29.55 29.52 29.48 29.45 29.42 29.39 29.36 29.32 29.29 29.26 29.22 29.19 29.16 29.13 29.09 29.06 29.03 28.99 28.96 28.93 28.89 28.86 28.83 28.79 28.76 28.73 28.69 28.66 28.63 28.59 28.55 28.52 28.48 28.45 28.41 28.37 28.34 28.30 28.27 28.23 28.19 28.16 28.12 28.09 28.05 28.01 27.98 27.94 27.91 27.87 27.84 27.80 27.76 27.73 27.69 27.66 27.62 27.59 27.55 27.51 27.48 27.44 27.41 27.37 27.33 27.30 27.26 27.22 27.18 27.15 27.11 27.07 27.03 27.00 26.96 26.92 26.88 26.85 26.81 26.77 26.73 26.70 26.66 26.62 26.59 26.55 26.51 26.47 26.44 26.40 26.36 26.33 26.29 26.25 26.22 26.18 26.14 26.11 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.36 Name.... OUTFALL Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 Time min 1039 1044 1049 1054 1059 1064 1069 1074 1079 1084 1089 1094 1099 1104 1109 1114 1119 1124 1129 1134 1139 1144 1149 1154 1159 1164 1169 1174 1179 1184 1189 1194 1199 1204 1209 1214 1219 1224 1229 1234 1239 1244 1249 1254 1259 1264 1269 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. -------------------------------------------------------- - - - - -- 26.07 26.03 25.99 25.95 25.91 25.87 25.83 25.80 25.76 25.72 25.68 25.64 25.60 25.56 25.52 25.49 25.45 25.41 25.37 25.33 25.29 25.25 25.22 25.18 25.14 25.10 25.06 25.03 24.99 24.95 24.91 24.87 24.84 24.80 24.76 24.72 24.68 24.64 24.60 24.56 24.52 24.48 24.44 24.40 24.36 24.32 24.28 24.24 24.20 24.16 24.12 24.08 24.04 24.00 23.96 23.92 23.88 23.84 23.80 23.76 23.72 23.68 23.64 23.60 23.56 23.52 23.48 23.44 23.40 23.36 23.32 23.28 23.25 23.20 23.16 23.12 23.08 23.03 22.99 22.95 22.91 22.86 22.82 22.78 22.74 22.70 22.66 22.61 22.57 22.53 22.49 22.45 22.41 22.37 22.32 22.28 22.24 22.20 22.16 22.12 22.08 22.04 22.00 21.96 21.92 21.88 21.83 21.79 21.75 21.71 21.67 21.63 21.58 21.54 21.49 21.45 21.41 21.36 21.32 21.27 21.23 21.19 21.14 21.10 21.06 21.01 20.97 20.93 20.88 20.84 20.80 20.76 20.71 20.67 20.63 20.59 20.54 20.50 20.46 20.42 20.37 20.33 20.29 20.25 20.21 20.16 20.12 20.08 20.04 19.99 19.94 19.89 19.85 19.80 19.75 19.70 19.66 19.61 19.56 19.52 19.47 19.42 19.38 19.33 19.28 19.24 19.19 19.14 19.10 19.05 19.01 18.96 18.91 18.87 18.82 18.78 18.73 18.69 18.64 18.60 18.55 18.51 18.46 18.42 18.37 18.33 18.29 18.24 18.20 18.15 18.09 18.04 17.99 17.94 17.88 17.83 17.78 17.73 17.68 17.63 17.58 17.53 17.48 17.43 17.38 17.33 17.28 17.23 17.18 17.13 17.08 17.03 16.99 16.94 16.89 16.84 16.79 16.75 16.70 16.65 16.61 16.56 16.51 16.47 16.42 16.38 16.33 16.29 16.24 16.20 16.15 16.09 16.03 15.98 15.92 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.37 Name.... OUTFALL Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1274.00 15.87 15.81 15.76 15.71 15.65 1279.00 15.60 15.55 15.49 15.44 15.39 1284.00 15.34 15.29 15.23 15.18 15.13 1289.00 15.08 15.03 14.98 14.93 14.88 1294.00 14.83 14.78 14.73 14.69 14.64 1299.00 14.59 14.54 14.49 14.45 14.40 1304.00 14.35 14.31 14.26 14.21 14.17 1309.00 14.12 14.08 14.03 13.99 13.94 1314.00 13.90 13.85 13.80 13.74 13.68 1319.00 13.62 13.57 13.51 13.45 13.40 1324.00 13.34 13.29 13.23 13.18 13.13 1329.00 13.07 13.02 12.97 12.92 12.86 1334.00 12.81 12.76 12.71 12.66 12.61 1339.00 12.56 12.51 12.46 12.41 12.36 1344.00 12.32 12.27 12.22 12.17 12.13 1349.00 12.08 12.04 11.99 11.94 11.90 1354.00 11.85 11.81 11.77 11.72 11.68 1359.00 11.64 11.59 11.55 11.51 11.47 1364.00 11.42 11.38 11.34 11.30 11.26 1369.00 11.22 11.18 11.14 11.10 11.06 1374.00 11.00 10.93 10.85 10.78 10.72 1379.00 10.65 10.58 10.51 10.45 10.38 1384.00 10.32 10.26 10.20 10.14 10.08 1389.00 10.02 9.96 9.90 9.84 9.79 1394.00 9.73 9.67 9.62 9.57 9.51 1399.00 9.46 9.41 9.36 9.31 9.26 1404.00 9.21 9.16 9.12 9.07 9.02 1409.00 8.98 8.93 8.89 8.84 8.80 1414.00 8.76 8.71 8.67 8.63 8.59 1419.00 8.55 8.51 8.47 8.43 8.39 1424.00 8.36 8.32 8.28 8.25 8.21 1429.00 8.17 8.14 8.11 8.07 8.04 1434.00 8.00 7.97 7.94 7.91 7.87 1439.00 7.84 7.81 7.78 7.75 7.72 1444.00 7.69 7.66 7.62 7.59 7.55 1449.00 7.51 7.47 7.42 7.37 7.32 1454.00 7.26 7.21 7.14 7.08 7.01 1459.00 6.94 6.87 6.79 6.72 6.64 1464.00 6.56 6.48 6.40 6.32 6.24 1469.00 6.17 6.09 6.01 5.93 5.86 1474.00 5.78 5.71 5.63 5.56 5.48 1479.00 5.41 5.34 5.27 5.20 5.13 1484.00 5.06 4.99 4.92 4.85 4.79 1489.00 4.72 4.66 4.59 4.53 4.47 1494.00 4.41 4.35 4.29 4.23 4.17 1499.00 4.11 4.05 4.00 3.94 3.89 1504.00 3.83 3.78 3.73 3.68 3.63 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.38 Name.... OUTFALL Event: 100 yr File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1509.00 3.58 3.53 3.48 3.43 3.38 1514.00 3.34 3.29 3.24 3.20 3.16 1519.00 3.11 3.07 3.03 2.98 2.94 1524.00 2.90 2.86 2.82 2.78 2.75 1529.00 2.71 2.67 2.63 2.60 2.56 1534.00 2.52 2.49 2.46 2.42 2.39 1539.00 2.35 2.32 2.29 2.26 2.23 1544.00 2.20 2.17 2.14 2.11 2.08 1549.00 2.05 2.02 1.99 1.96 1.94 1554.00 1.91 1.88 1.86 1.83 1.81 1559.00 1.78 1.76 1.75 1.74 1.73 1564.00 1.72 1.71 1.70 1.69 1.68 1569.00 1.67 1.66 1.65 1.64 1.63 1574.00 1.62 1.61 1.60 1.59 1.58 1579.00 1.57 1.57 1.56 1.55 1.54 1584.00 1.53 1.52 1.51 1.50 1.49 1589.00 1.49 1.48 1.47 1.46 1.45 1594.00 1.44 1.43 1.43 1.42 1.41 1599.00 1.40 1.39 1.39 1.38 1.37 1604.00 1.36 1.35 1.35 1.34 1.33 1609.00 1.32 1.31 1.31 1.30 1.29 1614.00 1.28 1.28 1.27 1.26 1.25 1619.00 1.25 1.24 1.23 1.23 1.22 1624.00 1.21 1.20 1.20 1.19 1.18 1629.00 1.18 1.17 1.16 1.16 1.15 1634.00 1.14 1.14 1.13 1.12 1.12 1639.00 1.11 1.10 1.10 1.09 1.08 1644.00 ( 1.08 1.07 1.07 1.06 1.05 1649.00 1.05 1.04 1.04 1.03 1.02 1654.00 1.02 1.01 1.01 1.00 .99 1659.00 .99 .98 .98 .97 .97 1664.00 .96 .95 .95 .94 .94 1669.00 .93 .93 .92 .92 .91 1674.00 .91 .90 .90 .89 .88 1679.00 .88 .87 .87 .86 .86 1684.00 .85 .85 .84 .84 .83 1689.00 .83 .82 .82 .82 .81 1694.00 .81 .80 .80 .79 .79 1699.00 .78 .78 .77 .77 .76 1704.00 .76 .76 .75 .75 .74 1709.00 .74 .73 .73 .73 .72 1714.00 .72 .71 .71 .70 .70 1719.00 .70 .69 .69 .68 .68 1724.00 .68 .67 .67 .66 .66 1729.00 .66 .65 .65 .65 .64 1734.00 .64 .63 .63 .63 .62 1739.00 .62 .62 .61 .61 .61 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 YType.... Node: Addition Summary Page 6.39 Name.... OUTFALL Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1744.00 .60 .60 .60 .59 .59 1749.00 .58 .58 .58 .57 .57 1754.00 .57 .56 .56 .56 .56 1759.00 .55 .55 .55 .54 .54 1764.00 .54 .53 .53 .53 .52 1769.00 .52 .52 .51 .51 .51 1774.00 .51 .50 .50 .50 .49 1779.00 .49 .49 .49 .48 .48 1784.00 .48 .47 .47 .47 .47 1789.00 .46 .46 .46 .46 .45 1794.00 .45 .45 .44 .44 .44 1799.00 .44 .43 .43 .43 .43 1804.00 .42 .42 .42 .42 .41 1809.00 .41 .41 .41 .41 .40 1814.00 .40 .40 .40 .39 .39 1819.00 .39 .39 .38 .38 .38 1824.00 .38 .38 .37 .37 .37 1829.00 .37 .36 .36 .36 .36 1834.00 .36 .35 .35 .35 .35 1839.00 .35 .34 .34 .34 .34 1844.00 .34 .33 .33 .33 .33 1849.00 .33 .32 .32 .32 .32 1854.00 .32 .32 .31 .31 .31 1859.00 .31 .31 .30 .30 .30 1864.00 .30 .30 .30 .29 .29 1869.00 .29 .29 .29 .29 .28 1874.00 ( .28 .28 .28 .28 .28 1879.00 .27 .27 .27 .27 .27 1884.00 .27 .26 .26 .26 .26 1889.00 .26 .26 .26 .25 .25 1894.00 .25 .25 .25 .25 .25 1899.00 .24 .24 .24 .24 .24 1904.00 .24 .24 .23 .23 .23 1909.00 ( .23 .23 .23 .23 .23 1914.00 .22 .22 .22 .22 .22 1919.00 .22 .22 .21 .21 .21 1924.00 .21 .21 .21 .21 .21 1929.00 .21 .20 .20 .20 .20 1934.00 .20 .20 .20 .20 .19 1939.00 .19 .19 .19 .19 .19 1944.00 .19 .19 .19 .18 .18 1949.00 .18 .18 .18 .18 .18 1954.00 .18 .18 .18 .17 .17 1959.00 .17 .17 .17 .17 .17 1964.00 .17 .17 .17 .16 .16 1969.00 .16 .16 .16 .16 .16 1974.00 .16 .16 .16 .16 .15 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Addition Summary Page 6.40 Name.... OUTFALL Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1979.00 .15 .15 .15 .15 .15 1984.00 .15 .15 .15 .15 .15 1989.00 .14 .14 .14 .14 .14 1994.00 .14 .14 .14 .14 .14 1999.00 .14 .14 .13 .13 .13 2004.00 .13 .13 .13 .13 .13 2009.00 .13 .13 .13 .13 .13 2014.00 .12 .12 .12 .12 .12 2019.00 .12 .12 .12 .12 .12 2024.00 .12 .12 .12 .12 .12 2029.00 .11 .11 .11 .11 .11 2034.00 .11 .11 .11 .11 .11 2039.00 .11 .11 .11 .11 .11 2044.00 .10 .10 .10 .10 .10 2049.00 .10 .10 .10 .10 .10 2054.00 .10 .10 .10 .10 .10 2059.00 .10 .10 .10 .09 .09 2064.00 .09 .09 .09 .09 .09 2069.00 .09 .09 .09 .09 .09 2074.00 .09 .09 .09 .09 .09 2079.00 .09 .09 .08 .08 .08 2084.00 .08 .08 .08 .08 .08 2089.00 .08 .08 .08 .08 .08 2094.00 .08 .08 .08 .08 .08 2099.00 .08 .08 .08 .07 .07 2104.00 .07 .07 .07 .07 .07 2109.00 .07 .07 .07 .07 .07 2114.00 .07 .07 .07 .07 .07 2119.00 .07 .07 .07 .07 .07 2124.00 .07 .07 .07 .06 .06 2129.00 .06 .06 .06 .06 .06 2134.00 .06 .06 .06 .06 .06 2139.00 .06 .06 .06 .06 .06 2144.00 .06 .06 .06 .06 .06 2149.00 .06 .06 .06 .06 .06 2154.00 .06 .05 .05 .05 .05 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Vol: Elev -Area Name.... POND Page 7.01 File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Title... existing heat Elevation Planimeter Area Al +A2 +sgr(A1 *A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.yd.) (cu.yd.) ------------------------------------------------------------------------ 388.50 - - - -- 19372 0 .00 .00 390.00 - - - -- 22020 62046 1148.99 1148.99 392.00 - - - -- 24800 70189 1733.05 2882.05 394.00 - - - -- 33145 86615 2138.65 5020.70 396.00 - - - -- 33145 99435 2455.19 7475.89 398.00 - - - -- 41755 112102 2767.94 10243.83 400.00 - - - -- 61000 153223 3783.29 14027.12 402.00 - - - -- 66750 191560 4729.88 18757.01 404.00 - - - -- 72250 208446 5146.80 23903.81 406.00 - - - -- 77890 225157 5559.43 29463.24 408.00 - - - -- 83000 241294 5957.89 35421.13 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 -EL1) * (Areal + Area2 + sq.rt.(Areal *Areal)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 S /N: 02170lDO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Outlet Input Data Name.... OUTLET Page 8.01 File.... E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 388.50 ft Increment = .50 ft Max. Elev.= 408.00 ft Spot Elevations, ft 396.50 400.01 403.00 404.50 408.00 OUTLET CONNECTIVITY - - -> Forward Flow Only (Upstream to DnStream) < - -- Reverse Flow Only (DnStream to Upstream) < - - - > Forward and Reverse Both Allowed Structure Weir - Rectangular Stand Pipe Orifice- Circular Culvert- Circular TW SETUP, DS Channel S /N: 021701D06A87 PondPack Ver. 7.5 (765) No. Outfall E1, ft E2, ft - - -- es - - - - - -- - - -> TW --- - - - - -- 405.000 --- - - - - -- 408.000 sl - - -> cl 404.500 408.000 01 - - -> c1 396.500 408.000 cl - - -> TW 388.500 408.000 McKee Carson Compute Time: 16:54:18 Date: 03/01/2002 Type.... Outlet Input Data `Name.... OUTLET Page 8.02 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW OUTLET STRUCTURE INPUT DATA Structure ID Structure Type -------- - - - - -- # of Openings Crest Elev. Weir Length Weir Coeff. es Weir- Rectangular ---------------- 1 405.00 ft 12.00 ft 2.700000 Weir TW effects (Use adjustment equation) Structure ID = sl Structure Type ------------------------------------ = Stand Pipe # of Openings = 1 Invert Elev. = 404.50 ft Diameter = 4.0000 ft Orifice Area = 12.5664 sq.ft Orifice Coeff. _ .600 Weir Length = 12.57 ft Weir Coeff. = 2.700 K, Submerged = .000 K, Reverse = 1.000 Kb,Barrel = .000000 (per ft of full flow) Barrel Length = .00 ft Mannings n = .0000 Structure ID = 01 Structure Type = Orifice- Circular ------------------------------------ # of Openings = 2 Invert Elev. = 396.50 ft Diameter = 1.2500 ft Orifice Coeff. _ .600 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 ,Type.... Outlet Input Data Name.... OUTLET Page 8.03 File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW OUTLET STRUCTURE INPUT DATA Structure ID = cl Ke Structure Type = Culvert - Circular ------------------------------------ No. Barrels = 1 = .5000 Barrel Diameter = 2.5000 ft Upstream Invert = 388.50 ft Dnstream Invert = 386.50 ft Horiz. Length = 78.00 ft Barrel Length = 78.03 ft Barrel Slope = .02564 ft /ft OUTLET CONTROL DATA... Mannings n = .0130 Ke = .5000 Kb = .009217 Kr = .5000 HW Convergence = .001 INLET CONTROL DATA... Equation form = 1 Inlet Control K = .0045 Inlet Control M = 2.0000 Inlet Control c = .03170 Inlet Control Y = .6900 T1 ratio (HW /D) = 1.082 T2 ratio (HW /D) = 1.184 Slope Factor = -.500 (forward entrance loss) (per ft of full flow) (reverse entrance loss) +/- ft Use unsubmerged inlet control Form 1 equ. below T1 elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev = 391.21 ft - - -> Flow = 27.16 cfs At T2 Elev = 391.46 ft - - -> Flow = 31.05 cfs Structure ID = TW Structure Type = TW SETUP, DS Channel ------------------------------------ FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 ,Type.... Individual Outlet Curves Name.... OUTLET Page 8.04 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = es (Weir- Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q ---------------- WS Elev. Q ft cfs 388.50 .00 389.00 .00 389.50 .00 390.00 .00 390.50 .00 391.00 .00 391.50 .00 392.00 .00 392.50 .00 393.00 .00 393.50 .00 394.00 .00 394.50 .00 395.00 .00 395.50 .00 396.00 .00 396.50 .00 397.00 .00 397.50 .00 398.00 .00 398.50 .00 399.00 .00 399.50 .00 400.00 .00 400.01 .00 400.50 .00 401.00 .00 401.50 .00 402.00 .00 402.50 .00 403.00 .00 403.50 .00 404.00 .00 404.50 .00 Tail Water TW Elev Converge ft + / -ft Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Notes -------------------- - - - - -- Computation Messages WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below WS below an an an an an an an an an an an an an an an an an an an an an an an an an an an an an an an an an an invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Individual Outlet Curves Name.... OUTLET Page 8.05 File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = es (Weir- Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------- WS Elev. - - - - -- Q --------- TW Elev - - - - -- Converge -------------------------- ft cfs ft + / -ft Computation Messages -- - - - - -- 405.00 - - - - - -- .00 -- - - - - Free -- - - - -- Outfall -------------------------- WS below an invert; no flow. 405.50 11.46 Free Outfall H =.50; Htw =.00; Qfree= 11.46; 406.00 32.40 Free Outfall H =1.00; Htw =.00; Qfree= 32.40; 406.50 59.52 Free Outfall H =1.50; Htw =.00; Qfree= 59.52; 407.00 91.64 Free Outfall H =2.00; Htw =.00; Qfree = 91.64; 407.50 128.07 Free Outfall H =2.50; Htw =.00; Qfree= 128.07; 408.00 168.36 Free Outfall H =3.00; Htw =.00; Qfree= 168.36; S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 'Type.... Individual Outlet Curves Page 8.06 Name.... OUTLET File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = s1 (Stand Pipe) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert- Circular) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - 388.50 -- -- - - - - -- .00 - - - - - -- ... -- - - - - -- ... - - - - - -- - - - - -- - - - - -- ... ... ... - - - - - Free -- - - - - - -- Outfall WS below an invert; no flow. 389.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 389.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 390.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 390.50 .00 ... ... ... ... Free Outfall WS below an invert; no flow. 391.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 391.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 392.00 .00 ... ... ... ... Free Outfall WS below an invert; no flow. 392.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 393.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 393.50 .00 ... ... ... ... Free Outfall WS below an invert; no flow. 394.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 394.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 395.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 395.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 396.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 396.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 397.00 .00 ... ... ... Free Outfall WS below an invert; no flow. S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 .Type.... Individual Outlet Curves Page 8.07 Name.... OUTLET File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 RATING TABLE FOR ONE OUTLET TYPE Structure ID = s1 (Stand Pipe) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert - Circular) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - 397.50 -- -- - - - - -- .00 - - - - - -- ... -- - - - - -- ... - - - - - -- - - - - -- ... ... - - - - -- ... - - - - - Free -- - - - - - -- Outfall WS below an invert; no flow. 398.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 398.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 399.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 399.50 .00 ... ... ... ... Free Outfall WS below an invert; no flow. 400.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 400.01 .00 ... ... ... Free Outfall WS below an invert; no flow. 400.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 401.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 401.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 402.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 402.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 403.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 403.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 404.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 404.50 .00 ... ... ... ... Free Outfall WS below an invert; no flow. 405.00 12.00 405.00 Free 392.95 .000 .000 Free Outfall Weir: H =.50 405.50 33.93 405.50 Free 396.30 .000 .000 Free Outfall Weir: H =1.00 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Individual Outlet Curves Page 8.08 Name.... OUTLET File.... E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = sl (Stand Pipe) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert- Circular) Pond WS. Device (into) Converge Elev. Q HW HGL DS HGL ft cfs ft ft 406.00 62.33 406.00 Free Weir: H =1.50 406.50 85.53 406.50 Free Orifice: H =2.00 407.00 112.15 407.00 407.00 DS HGL +Loss > crest: 407.50 113.70 407.50 407.50 DS HGL +Loss > crest: 408.00 115.23 408.00 408.00 DS HGL +Loss > crest: Next DS HGL Q SUM DS HGL Error Error ft + / -ft + / -cfs 400.72 .000 .000 404.06 .000 .000 407.00 .000 .000 Flow set to Downstream 407.50 .000 .000 Flow set to Downstream 408.00 .000 .000 Flow set to Downstream DS Chan. TW TW Error ft + / -ft Free Outfall Free Outfall Free Outfall outlet. Free Outfall outlet. Free Outfall outlet. S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Individual Outlet Curves Page 8.09 Name.... OUTLET File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = of (Orifice- Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = c1 (Culvert- Circular) NUMBER OF OPENINGS = 2 EACH FLOW = SUM OF OPENINGS x FLOW FOR ONE OPENING Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - 388.50 -- -- - - - - -- - - - - - -- .00 ... -- - - - - -- ... - - - - - -- - - - - -- - - - - -- ... ... ... - - - - - Free -- - - - - - -- Outfall WS below an invert; no flow. 389.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 389.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 390.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 390.50 .00 ... ... ... ... Free Outfall WS below an invert; no flow. 391.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 391.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 392.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 392.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 393.00 .00 ... ... ... ... Free Outfall WS below an invert; no flow. 393.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 394.00 .00 ... ... ... ... Free Outfall WS below an invert; no flow. 394.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 395.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 395.50 .00 ... ... ... Free Outfall WS below an invert; no flow. 396.00 .00 ... ... ... Free Outfall WS below an invert; no flow. 396.50 .00 ... ... ... Free Outfall WS below an invert; no flow. S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Individual Outlet Curves Name.... OUTLET Page 8.10 File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = of (Orifice- Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert- Circular) NUMBER OF OPENINGS = 2 EACH FLOW = SUM OF OPENINGS x FLOW FOR ONE OPENING Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - -- 397.00 -- - - - - -- 1.76 - - - - - -- 397.00 -- - - - - -- Free - - - - - -- - - 389.16 - - -- .000 - - - - -- .000 - - - - - Free -- - - - - - -- Outfall CRIT.DEPTH CONTROL Vh= .132ft Dcr= .368ft CRIT.DEPTH 397.50 6.22 397.50 Free 389.78 .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .290ft Dcr= .710ft CRIT.DEPTH 398.00 11.05 398.00 Free 390.25 .000 .000 Free Outfall H =.88 398.50 13.85 398.50 Free 390.49 .000 .000 Free Outfall H =1.38 399.00 16.18 399.00 Free 390.68 .000 .000 Free Outfall H =1.88 399.50 18.20 399.50 Free 390.84 .000 .000 Free Outfall H =2.38 400.00 20.03 400.00 Free 390.98 .000 .000 Free Outfall H =2.88 400.01 20.06 400.01 Free 390.98 .000 .000 Free Outfall H =2.89 400.50 21.70 400.50 Free 391.10 .000 .000 Free Outfall H =3.38 401.00 23.25 401.00 Free 391.22 .000 .000 Free Outfall H =3.88 401.50 24.71 401.50 Free 391.33 .000 .000 Free Outfall H =4.38 402.00 26.08 402.00 Free 391.43 .000 .000 Free Outfall H =4.88 402.50 27.39 402.50 Free 391.53 .000 .000 Free Outfall H =5.38 403.00 28.63 403.00 Free 391.62 .000 .000 Free Outfall H =5.88 403.50 29.83 403.50 Free 391.71 .000 .000 Free Outfall H =6.38 404.00 30.97 404.00 Free 391.80 .000 .000 Free Outfall H =6.88 404.50 32.08 404.50 Free 391.88 .000 .000 Free Outfall H =7.38 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Individual Outlet Curves Page 8.11 Name.... OUTLET File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 RATING TABLE FOR ONE OUTLET TYPE Structure ID = of (Orifice - Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert- Circular) NUMBER OF OPENINGS = 2 EACH FLOW = SUM OF OPENINGS x FLOW FOR ONE OPENING Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - -- 405.00 -- - - - - -- 33.15 - - - - - -- -- 405.00 - - - - -- Free - - - - - -- 392.95 - - - - -- .000 - - - - -- .000 - - - - - -- - - - - - -- Free Outfall H =7.88 405.50 34.19 405.50 Free 396.30 .000 .000 Free Outfall H =8.38 406.00 27.12 406.00 400.73 400.72 .008 .000 Free Outfall H =5.27 406.50 17.05 406.50 404.42 404.06 .361 .000 Free Outfall H =2.08 407.00 .00 407.00 407.00 407.00 .000 .000 Free Outfall Full riser flow. Q =0 this opening. 407.50 .00 407.50 407.50 407.50 .000 .000 Free Outfall Full riser flow. Q =0 this opening. 408.00 .00 408.00 408.00 408.00 .000 .000 Free Outfall Full riser flow. Q =0 this opening. S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Individual Outlet Curves Page 8.12 Name.... OUTLET File.... E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = c1 (Culvert- Circular) -------------------------------------- Mannings open channel maximum capacity: 70.65 cfs UPstream ID's= sl, of DNstream ID = TW (Pond Outfall) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - -- 388.50 -- - - - - -- .00 - - - - - -- -- ... - - - - -- ... - - - - - -- - - - - -- - ... - - - -- ... - - - - - Free -- - - - - - -- Outfall WS below an invert; no flow. 389.00 .00 388.50 Free Free .000 .000 Free Outfall 389.50 .00 388.50 Free Free .000 .000 Free Outfall 390.00 .00 388.50 Free Free .000 .000 Free Outfall 390.50 .00 388.50 Free Free .000 .000 Free Outfall 391.00 .00 388.50 Free Free .000 .000 Free Outfall 391.50 .00 388.50 Free Free .000 .000 Free Outfall 392.00 .00 388.50 Free Free .000 .000 Free Outfall 392.50 .00 388.50 Free Free .000 .000 Free Outfall 393.00 .00 388.50 Free Free .000 .000 Free Outfall 393.50 .00 388.50 Free Free .000 .000 Free Outfall 394.00 .00 388.50 Free Free .000 .000 Free Outfall 394.50 .00 388.50 Free Free .000 .000 Free Outfall 395.00 .00 388.50 Free Free .000 .000 Free Outfall 395.50 .00 388.50 Free Free .000 .000 Free Outfall 396.00 .00 388.50 Free Free .000 .000 Free Outfall 396.50 .00 388.50 Free Free .000 .000 Free Outfall 397.00 1.76 389.16 Free Free .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .150ft Dcr= .432ft CRIT.DEPTH S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Individual Outlet Curves Name.... OUTLET Page 8.13 File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = cl (Culvert - Circular) -------------------------------------- Mannings open channel maximum capacity: 70.65 cfs UPstream ID's= sl, of DNstream ID = TW (Pond Outfall) Pond WS. Device (into) Converge Elev. Q HW HGL DS HGL ft cfs ft ft - - - - - -- -- - - - - -- - - - - - -- -- - - - - -- 397.50 6.22 389.78 Free CRIT.DEPTH CONTROL 398.00 11.05 390.25 Free CRIT.DEPTH CONTROL 398.50 13.85 390.49 Free CRIT.DEPTH CONTROL 399.00 16.18 390.68 Free CRIT.DEPTH CONTROL 399.50 18.20 390.84 Free CRIT.DEPTH CONTROL 400.00 20.03 390.98 Free CRIT.DEPTH CONTROL 400.01 20.06 390.98 Free CRIT.DEPTH CONTROL 400.50 21.70 391.10 Free CRIT.DEPTH CONTROL 401.00 23.25 391.22 Free CRIT.DEPTH CONTROL 401.50 24.71 391.33 Free CRIT.DEPTH CONTROL 402.00 26.08 391.43 Free CRIT.DEPTH CONTROL 402.50 27.39 391.53 Free CRIT.DEPTH CONTROL 403.00 28.63 391.62 Free CRIT.DEPTH CONTROL 403.50 29.83 391.71 Free CRIT.DEPTH CONTROL 404.00 30.97 391.80 Free CRIT.DEPTH CONTROL 404.50 32.08 391.88 Free CRIT.DEPTH CONTROL 405.00 45.15 392.95 Free CRIT.DEPTH CONTROL 405.50 68.12 396.30 Free INLET CONTROL... Next DS HGL Q SUM DS Chan. TW DS HGL Error Error TW Error ft + / -ft + / -cfs ft + / -ft - - - - - -- - - - - -- - - - - -- - - - - - -- - - - - -- Free .000 .000 Free Outfall Vh= .301ft Dcr= .825ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .425ft Dcr= 1.113ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .492ft Dcr= 1.253ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .547ft Dcr= 1.359ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .596ft Dcr= 1.445ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .640ft Dcr= 1.519ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .640ft Dcr= 1.521ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .681ft Dcr= 1.584ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .720ft Dcr= 1.642ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .757ft Dcr= 1.694ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .794ft Dcr= 1.741ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .829ft Dcr= 1.785ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .864ft Dcr= 1.825ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .899ft Dcr= 1.862ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .934ft Dcr= 1.897ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= .968ft Dcr= 1.929ft CRIT.DEPTH Free .000 .000 Free Outfall Vh= 1.484ft Dcr= 2.228ft CRIT.DEPTH Free .000 .000 Free Outfall Submerged: HW =7.80 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Individual Outlet Curves Name.... OUTLET Page 8.14 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Pond WS Elev. ft 406.00 406.50 407.00 407.50 408.00 RATING TABLE FOR ONE OUTLET TYPE Structure ID = cl (Culvert- Circular) -------------------------------------- Mannings open channel maximum capacity: 70.65 cfs UPstream ID's= sl, of DNstream ID = TW (Pond Outfall) Device (into) Converge Next Q HW HGL DS HGL DS HGL cfs ft ft ft 89.45 400.72 Free Free INLET CONTROL... Submerged 102.58 404.06 Free Free FULL FLOW ... Lfull= 77.90ft 112.15 407.00 Free Free FULL FLOW ... Lfull= 77.97ft 113.70 407.50 Free Free FULL FLOW ... Lfull= 77.98ft 115.23 408.00 Free Free FULL FLOW ... Lfull= 77.98ft DS HGL Q SUM DS Chan. TW Error Error TW Error + / -ft + / -cfs ft + / -ft .000 .000 Free Outfall HW =12.22 .000 .000 Free Outfall Vh= 6.787ft HL= 15.053ft .000 .000 Free Outfall Vh= 8.112ft HL= 17.999ft .000 .000 Free Outfall Vh= 8.338ft HL= 18.499ft .000 .000 Free Outfall Vh= 8.563ft HL= 18.999ft S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Composite Rating Curve Name.... OUTLET Page 8.15 File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW * * * ** COMPOSITE OUTFLOW SUMMARY * * ** WS Elev, Total Q Notes ---------- - - - - -- -- - - - - -- Converge ------------------------- Elev. Q TW Elev Error ft -- - - - - -- cfs - - - - - -- ft -- - - - - + / -ft -- - - - -- Contributing -------------------------- Structures 388.50 .00 Free Outfall (no Q: es,sl,ol,cl) 389.00 .00 Free Outfall (no Q: es,sl,ol,cl) 389.50 .00 Free Outfall (no Q: es,sl,ol,cl) 390.00 .00 Free Outfall (no Q: es,sl,ol,cl) 390.50 .00 Free Outfall (no Q: es,sl,ol,cl) 391.00 .00 Free Outfall (no Q: es,sl,ol,cl) 391.50 .00 Free Outfall (no Q: es,sl,ol,cl) 392.00 .00 Free Outfall (no Q: es,sl,ol,cl) 392.50 .00 Free Outfall (no Q: es,sl,ol,cl) 393.00 .00 Free Outfall (no Q: es,sl,ol,cl) 393.50 .00 Free Outfall (no Q: es,sl,ol,cl) 394.00 .00 Free Outfall (no Q: es,sl,ol,cl) 394.50 .00 Free Outfall (no Q: es,sl,ol,cl) 395.00 .00 Free Outfall (no Q: es,sl,ol,cl) 395.50 .00 Free Outfall (no Q: es,sl,ol,cl) 396.00 .00 Free Outfall (no Q: es,sl,ol,cl) 396.50 .00 Free Outfall (no Q: es,sl,ol,cl) 397.00 1.76 Free Outfall ol,cl (no Q: es,sl) 397.50 6.22 Free Outfall ol,cl (no Q: es,sl) 398.00 11.05 Free Outfall ol,cl (no Q: es,sl) 398.50 13.85 Free Outfall ol,cl (no Q: es,sl) 399.00 16.18 Free Outfall ol,cl (no Q: es,sl) 399.50 18.20 Free Outfall ol,cl (no Q: es,sl) 400.00 20.03 Free Outfall ol,cl (no Q: es,sl) 400.01 20.06 Free Outfall ol,cl (no Q: es,sl) 400.50 21.70 Free Outfall ol,cl (no Q: es,sl) 401.00 23.25 Free Outfall ol,cl (no Q: es,sl) 401.50 24.71 Free Outfall ol,cl (no Q: es,sl) 402.00 26.08 Free Outfall ol,cl (no Q: es,sl) 402.50 27.39 Free Outfall ol,cl (no Q: es,sl) 403.00 28.63 Free Outfall ol,cl (no Q: es,sl) 403.50 29.83 Free Outfall ol,cl (no Q: es,sl) 404.00 30.97 Free Outfall ol,cl (no Q: es,sl) 404.50 32.08 Free Outfall ol,cl (no Q: es,sl) 405.00 45.15 Free Outfall s1,o1,cl (no Q: es) 405.50 79.57 Free Outfall es,sl,ol,cl 406.00 121.85 Free Outfall es,sl,ol,cl 406.50 162.10 Free Outfall es,sl,ol,cl 407.00 203.79 Free Outfall es,sl,cl (no Q: ol) 407.50 241.77 Free Outfall es,sl,cl (no Q: ol) S /N: 021701D0GA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Composite Rating Curve Name.... OUTLET Page 8.16 File.... E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW * * * ** COMPOSITE OUTFLOW SUMMARY * * ** WS Elev, Total Q Notes ---------- - - - - -- -- - - - - -- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft + / -ft Contributing Structures -- - - - - -- - - - - - -- -- - - - - -- - - - -- -------------------------- 408.00 283.58 Free Outfall es,sl,cl (no Q: ol) S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Pond E -V -Q Table Page 9.01 Name.... POND File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW LEVEL POOL ROUTING DATA HYG Dir = E: \PROJECT -FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN\ Inflow HYG file = POST.HYG - POND IN A....2 Outflow HYG file = POST.HYG - POND OUT A....2 Pond Node Data = POND Pond Volume Data = POND Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 396.50 ft Starting Volume = 8108.66 cu.yd. Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = 1.00 min Elevation Outflow Storage Area Infilt. Q Total 2S /t + 0 ft cfs cu.yd. sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 388.50 .00 .00 19372 .00 .00 .00 389.00 .00 366.71 20236 .00 .00 330.04 389.50 .00 749.59 21118 .00 .00 674.63 390.00 .00 1148.99 22020 .00 .00 1034.09 390.50 .00 1563.05 22700 .00 .00 1406.74 391.00 .00 1989.78 23389 .00 .00 1790.80 391.50 .00 2429.38 24090 .00 .00 2186.44 392.00 .00 2882.05 24800 .00 .00 2593.84 392.50 .00 3359.46 26773 .00 .00 3023.51 393.00 .00 3874.11 28821 .00 .00 3486.69 393.50 .00 4427.39 30945 .00 .00 3984.64 394.00 .00 5020.70 33145 .00 .00 4518.62 394.50 .00 5634.50 33145 .00 .00 5071.04 395.00 .00 6248.29 33145 .00 .00 5623.45 395.50 .00 6862.09 33145 .00 .00 6175.87 396.00 .00 7475.89 33145 .00 .00 6728.28 396.50 .00 8108.66 35204 .00 .00 7297.78 397.00 1.76 8780.14 37326 .00 1.76 7903.87 397.50 6.22 9491.48 39509 .00 6.22 8548.53 398.00 11.05 10243.83 41755 .00 11.05 9230.48 398.50 13.85 11058.11 46225 .00 13.85 9966.13 399.00 16.18 11957.28 50923 .00 16.18 10777.71 399.50 18.20 12945.55 55848 .00 18.20 11669.18 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Pond E -V -Q Table Page 9.02 Name.... POND File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW LEVEL POOL ROUTING DATA HYG Dir = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ Inflow HYG file = POST.HYG - POND IN A....2 Outflow HYG file = POST.HYG - POND OUT A....2 Pond Node Data = POND Pond Volume Data = POND Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 396.50 ft Starting Volume = 8108.66 cu.yd. Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = 1.00 min Elevation Outflow Storage Area Infilt. Q Total 2S /t + 0 ft cfs cu.yd. sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 400.00 20.03 14027.12 61000 .00 20.03 12644.42 400.01 20.06 14049.74 61028 .00 20.06 12664.81 400.50 21.70 15169.81 62413 .00 21.70 13674.51 401.00 23.25 16338.82 63843 .00 23.25 14728.17 401.50 24.71 17534.46 65288 .00 24.71 15805.69 402.00 26.08 18757.01 66750 .00 26.08 16907.35 402.50 27.39 20005.64 68105 .00 27.39 18032.43 403.00 28.63 21279.48 69473 .00 28.63 19180.13 403.50 29.83 22578.79 70855 .00 29.83 20350.70 404.00 30.97 23903.81 72250 .00 30.97 21544.36 404.50 32.08 25254.63 73640 .00 32.08 22761.20 405.00 45.15 26631.30 75044 .00 45.15 24013.27 405.50 79.57 28034.10 76460 .00 79.57 25310.21 406.00 121.85 29463.24 77890 .00 121.85 26638.72 406.50 162.10 30917.32 79152 .00 162.10 27987.64 407.00 203.79 32394.87 80425 .00 203.79 29359.12 407.50 241.77 33896.08 81707 .00 241.77 30748.18 408.00 283.58 35421.13 83000 .00 283.58 32162.54 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.03 Name.... POND IN Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND IN HYG Directory: E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ -------------------------------------------------------------------------- -------------------------------------------------------------------------- Upstream Link ID -------------------------------------------------------------------------- Upstream Node ID HYG file HYG ID HYG tag ADD2 -------------------------------------------------------------------------- -------------------------------------------------------------------------- POSTDEVELOPED POST.HYG POSTDEVELOPED A....2 INFLOWS TO: POND IN ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG POSTDEVELOPED A....2 22883.52 726.00 172.98 TOTAL FLOW INTO: POND IN ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG POND IN A....2 22883.52 726.00 172.98 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.04 Name.... POND IN Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 TOTAL NODE INFLOW... HYG file = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \POST.HYG HYG ID = POND IN HYG Tag = A....2 ------------------------------------ Peak Discharge = 172.98 cfs Time to Peak = 726.00 min HYG Volume = ------------------------------------ 22883.52 cu.yd. HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- 301.00 -------------------------------------------------------------- .00 .00 .00 .00 .00 306.00 .01 .01 .01 .01 .02 311.00 .02 .02 .03 .03 .03 316.00 .04 .04 .05 .05 .06 321.00 .07 .07 .08 .08 .09 326.00 .10 .10 .11 .12 .12 331.00 .13 .14 .14 .15 .16 336.00 .16 .17 .18 .18 .19 341.00 .20 .21 .21 .22 .23 346.00 .23 .24 .25 .26 .26 351.00 .27 .28 .29 .29 .30 356.00 .31 .32 .32 .33 .34 361.00 .35 .36 .36 .37 .38 366.00 .39 .39 .40 .41 .42 371.00 .43 .43 .44 .45 .46 376.00 .47 .47 .48 .49 .50 381.00 .51 .51 .52 .53 .54 386.00 .55 .55 .56 .57 .58 391.00 .59 .60 .60 .61 .62 396.00 .63 .64 .65 .65 .66 401.00 .67 .68 .69 .70 .71 406.00 .71 .72 .73 .74 .75 411.00 .76 .77 .77 .78 .79 416.00 .80 .81 .82 .83 .84 421.00 .84 .85 .86 .87 .88 426.00 .89 .90 .91 .92 .93 431.00 .93 .94 .95 .96 .97 436.00 .98 .99 1.00 1.01 1.02 441.00 1.03 1.03 1.04 1.05 1.06 446.00 1.07 1.08 1.09 1.10 1.11 451.00 1.12 1.13 1.14 1.15 1.15 456.00 1.16 1.17 1.18 1.19 1.20 461.00 1.21 1.22 1.23 1.24 1.25 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.05 Name.... POND IN Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 Time min 466 471 476 481 486 491 496 501 506 511 516 521 526 531 536 541 546 551 556 561 566 571 576 581 586 591 596 601 606 6�1 616 621 626 631 636 641 646 651 656 661 666 671 676 681 686 691 696 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. 1.26 1.27 1.28 1.29 1.30 1.31 1.32 1.33 1.34 1.35 1.35 1.36 1.37 1.38 1.39 1.40 1.41 1.42 1.43 1.44 1.45 1.47 1.48 1.49 1.50 1.51 1.53 1.54 1.55 1.57 1.58 1.60 1.61 1.63 1.65 1.66 1.68 1.70 1.72 1.74 1.76 1.78 1.80 1.82 1.84 1.86 1.88 1.90 1.92 1.94 1.96 1.99 2.01 2.03 2.05 2.08 2.10 2.12 2.15 2.17 2.19 2.22 2.24 2.26 2.29 2.31 2.34 2.36 2.39 2.41 2.44 2.46 2.49 2.51 2.54 2.57 2.59 2.62 2.64 2.67 2.69 2.72 2.74 2.77 2.79 2.82 2.84 2.86 2.88 2.90 2.92 2.94 2.96 2.98 3.00 3.01 3.03 3.05 3.06 3.08 3.09 3.11 3.12 3.13 3.15 3.16 3.18 3.19 3.20 3.22 3.23 3.25 3.27 3.28 3.30 3.32 3.34 3.37 3.39 3.41 3.44 3.47 3.50 3.53 3.56 3.59 3.63 3.66 3.70 3.74 3.77 3.81 3.85 3.89 3.93 3.97 4.01 4.05 4.09 4.14 4.18 4.23 4.27 4.32 4.37 4.41 4.47 4.52 4.57 4.62 4.67 4.73 4.79 4.84 4.90 4.96 5.02 5.08 5.14 5.21 5.27 5.33 5.40 5.46 5.53 5.59 5.66 5.73 5.80 5.87 5.94 6.02 6.09 6.17 6.25 6.33 6.41 6.49 6.58 6.67 6.76 6.85 6.95 7.05 7.15 7.25 7.35 7.46 7.56 7.67 7.78 7.90 8.01 8.12 8.24 8.36 8.48 8.60 8.72 8.85 8.98 9.12 9.26 9.41 9.57 9.72 9.90 10.08 10.26 10.45 10.65 10.86 11.08 11.30 11.53 11.77 12.00 12.25 12.51 12.76 13.03 13.30 13.56 13.87 14.19 14.51 14.95 15.42 15.89 16.68 17.49 18.32 19.74 21.16 22.71 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.06 Name.... POND IN Event: 2 yr File.... E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 701.00 24.95 27.18 29.72 33.04 36.37 706.00 40.17 44.69 49.21 54.60 60.79 711.00 66.97 74.34 82.38 90.41 99.56 716.00 109.07 118.57 128.07 137.56 147.06 721.00 153.79 160.52 166.74 169.22 171.70 726.00 172.98 170.46 167.94 163.99 157.50 731.00 151.01 143.78 135.73 127.69 119.84 736.00 112.13 104.41 97.49 90.88 84.27 741.00 79.04 74.06 69.09 65.32 61.60 746.00 57.95 55.07 52.19 49.41 47.05 751.00 44.70 42.50 40.62 38.74 37.00 756.00 35.45 33.90 32.51 31.24 29.98 761.00 28.87 27.84 26.82 25.95 25.12 766.00 24.29 23.61 22.94 22.28 21.74 771.00 21.20 20.67 20.23 19.78 19.35 776.00 18.97 18.59 18.22 17.89 17.55 781.00 17.24 16.95 16.66 16.39 16.14 786.00 15.89 15.67 15.45 15.23 15.05 791.00 14.86 14.68 14.52 14.35 14.18 796.00 ( 14.03 13.88 13.74 13.60 13.46 801.00 13.33 13.20 13.07 12.95 12.83 806.00 12.71 12.59 12.48 12.36 12.25 811.00 12.14 12.03 11.92 11.82 11.71 816.00 11.61 11.50 11.40 11.30 11.20 821.00 11.11 11.01 10.92 10.83 10.74 826.00 10.65 10.56 10.48 10.39 10.31 831.00 10.23 10.14 10.06 9.98 9.91 836.00 9.83 9.75 9.67 9.60 9.52 841.00 ( 9.45 9.37 9.30 9.22 9.15 846.00 9.08 9.01 8.95 8.88 8.82 851.00 8.76 8.70 8.64 8.59 8.53 856.00 8.48 8.44 8.39 8.35 8.31 861.00 8.27 8.23 8.19 8.15 8.12 866.00 8.09 8.05 8.02 7.99 7.96 871.00 7.93 7.90 7.87 7.84 7.82 876.00 7.79 7.76 7.73 7.70 7.68 881.00 7.65 7.62 7.60 7.57 7.54 886.00 7.52 7.49 7.47 7.44 7.41 891.00 7.39 7.36 7.34 7.31 7.29 896.00 7.26 7.23 7.21 7.18 7.16 901.00 7.13 7.11 7.08 7.06 7.03 906.00 7.00 6.98 6.95 6.93 6.90 911.00 6.88 6.85 6.83 6.80 6.77 916.00 6.75 6.72 6.70 6.67 6.65 921.00 6.62 6.60 6.57 6.54 6.52 926.00 6.49 6.47 6.44 6.42 6.39 931.00 6.37 6.34 6.31 6.29 6.26 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 ,Type.... Node: Pond Inflow Summary Page 9.07 Name.... POND IN Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 936.00 6.24 6.21 6.19 6.16 6.13 941.00 6.11 6.08 6.06 6.03 6.00 946.00 5.98 5.95 5.93 5.90 5.88 951.00 5.85 5.82 5.80 5.77 5.75 956.00 ( 5.72 5.69 5.67 5.64 5.62 961.00 5.59 5.56 5.54 5.51 5.49 966.00 5.46 5.44 5.42 5.39 5.37 971.00 5.35 5.33 5.31 5.29 5.27 976.00 5.25 5.24 5.22 5.21 5.19 981.00 5.18 5.16 5.15 5.14 5.13 986.00 5.11 5.10 5.09 5.08 5.07 991.00 5.06 5.05 5.04 5.03 5.02 996.00 5.01 5.00 4.99 4.98 4.97 1001.00 4.96 4.95 4.94 4.93 4.92 1006.00 4.91 4.90 4.89 4.88 4.87 1011.00 4.87 4.86 4.85 4.84 4.83 1016.00 4.82 4.81 4.80 4.79 4.78 1021.00 4.77 4.76 4.75 4.74 4.74 1026.00 4.73 4.72 4.71 4.70 4.69 1031.00 4.68 4.67 4.66 4.65 4.64 1036.00 4.63 4.63 4.62 4.61 4.60 1041.00 4.59 4.58 4.57 4.56 4.55 1046.00 4.54 4.53 4.52 4.52 4.51 1051.00 4.50 4.49 4.48 4.47 4.46 1056.00 4.45 4.44 4.43 4.42 4.41 1061.00 4.40 4.40 4.39 4.38 4.37 1066.00 4.36 4.35 4.34 4.33 4.32 1071.00 4.31 4.30 4.29 4.29 4.28 1076.00 4.27 4.26 4.25 4.24 4.23 1081.00 4.22 4.21 4.20 4.19 4.18 1086.00 4.17 4.17 4.16 4.15 4.14 1091.00 4.13 4.12 4.11 4.10 4.09 1096.00 4.08 4.07 4.06 4.05 4.04 1101.00 4.03 4.03 4.02 4.01 4.00 1106.00 3.99 3.98 3.97 3.96 3.95 1111.00 3.94 3.93 3.92 3.91 3.91 1116.00 3.90 3.89 3.88 3.87 3.86 1121.00 3.85 3.84 3.83 3.82 3.81 1126.00 3.80 3.79 3.78 3.78 3.77 1131.00 3.76 3.75 3.74 3.73 3.72 1136.00 3.71 3.70 3.69 3.68 3.67 1141.00 3.66 3.65 3.64 3.64 3.63 1146.00 3.62 3.61 3.60 3.59 3.58 1151.00 3.57 3.56 3.55 3.54 3.53 1156.00 3.52 3.51 3.51 3.50 3.49 1161.00 3.48 3.47 3.46 3.45 3.44 1166.00 3.43 3.42 3.41 3.40 3.39 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.08 `Name.... POND IN Event: 2 yr File.... E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1171.00 3.38 3.37 3.36 3.36 3.35 1176.00 3.34 3.33 3.32 3.31 3.30 1181.00 3.29 3.28 3.27 3.26 3.25 1186.00 3.24 3.23 3.22 3.21 3.21 1191.00 3.20 3.19 3.18 3.17 3.16 1196.00 3.15 3.14 3.13 3.12 3.11 1201.00 3.10 3.09 3.08 3.08 3.07 1206.00 3.06 3.05 3.04 3.03 3.03 1211.00 3.02 3.01 3.00 3.00 2.99 1216.00 2.99 2.98 2.98 2.97 2.97 1221.00 2.96 2.96 2.96 2.95 2.95 1226.00 2.95 2.94 2.94 2.94 2.93 1231.00 2.93 2.93 2.93 2.92 2.92 1236.00 2.92 2.92 2.92 2.91 2.91 1241.00 2.91 2.91 2.91 2.90 2.90 1246.00 2.90 2.90 2.90 2.89 2.89 1251.00 2.89 2.89 2.89 2.88 2.88 1256.00 2.88 2.88 2.88 2.88 2.87 1261.00 2.87 2.87 2.87 2.87 2.86 1266.00 2.86 2.86 2.86 2.86 2.86 1271.00 2.85 2.85 2.85 2.85 2.85 1276.00 2.84 2.84 2.84 2.84 2.84 1281.00 2.84 2.83 2.83 2.83 2.83 1286.00 2.83 2.82 2.82 2.82 2.82 1291.00 2.82 2.81 2.81 2.81 2.81 1296.00 2.81 2.81 2.80 2.80 2.80 1301.00 2.80 2.80 2.79 2.79 2.79 1306.00 2.79 2.79 2.79 2.78 2.78 1311.00 2.78 2.78 2.78 2.77 2.77 1316.00 2.77 2.77 2.77 2.77 2.76 1321.00 2.76 2.76 2.76 2.76 2.75 1326.00 2.75 2.75 2.75 2.75 2.75 1331.00 ( 2.74 2.74 2.74 2.74 2.74 1336.00 2.73 2.73 2.73 2.73 2.73 1341.00 2.73 2.72 2.72 2.72 2.72 1346.00 2.72 2.71 2.71 2.71 2.71 1351.00 2.71 2.70 2.70 2.70 2.70 1356.00 2.70 2.70 2.69 2.69 2.69 1361.00 2.69 2.69 2.68 2.68 2.68 1366.00 2.68 2.68 2.68 2.67 2.67 1371.00 2.67 2.67 2.67 2.66 2.66 1376.00 2.66 2.66 2.66 2.66 2.65 1381.00 2.65 2.65 2.65 2.65 2.64 1386.00 ( 2.64 2.64 2.64 2.64 2.63 1391.00 2.63 2.63 2.63 2.63 2.63 1396.00 2.62 2.62 2.62 2.62 2.62 1401.00 2.61 2.61 2.61 2.61 2.61 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.09 Name.... POND IN Event: 2 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1406.00 2.61 2.60 2.60 2.60 2.60 1411.00 2.60 2.59 2.59 2.59 2.59 1416.00 2.59 2.59 2.58 2.58 2.58 1421.00 2.58 2.58 2.57 2.57 2.57 1426.00 2.57 2.57 2.56 2.56 2.56 1431.00 2.56 2.56 2.56 2.55 2.55 1436.00 2.55 2.55 2.55 2.54 2.54 1441.00 2.53 2.51 2.49 2.45 2.41 1446.00 2.36 2.27 2.18 2.08 1.96 1451.00 1.84 1.71 1.58 1.44 1.32 1456.00 1.20 1.07 .96 .86 .76 1461.00 .68 .61 .53 .48 .43 1466.00 .38 .34 .31 .27 .24 1471.00 .22 .19 .17 .15 .14 1476.00 .12 .11 .10 .09 .08 1481.00 .07 .06 .05 .05 .04 1486.00 .04 .03 .03 .03 .02 1491.00 .02 .02 .02 .01 .01 1496.00 .01 .01 .01 .01 .01 1501.00 .00 .00 .00 .00 .00 1506.00 .00 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 M Type.... Node: Pond Inflow Summary Page 9.10 'Name.... POND IN Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND IN HYG Directory: E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ -------------------------------------------------------------------------- -------------------------------------------------------------------------- Upstream Link ID -------------------------------------------------------------------------- Upstream Node ID HYG file HYG ID HYG tag ADD2 -------------------------------------------------------------------------- -------------------------------------------------------------------------- POSTDEVELOPED POST.HYG POSTDEVELOPED A...10 INFLOWS TO: POND IN ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG POSTDEVELOPED A...10 38385.12 726.00 283.69 TOTAL FLOW INTO: POND IN ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG POND IN A...10 38385.11 726.00 283.69 S /N: 021701D0GA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 r Type.... Node: Pond Inflow Summary Page 9.11 Name.... POND IN Event: 10 yr File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 TOTAL NODE INFLOW... HYG file = E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \POST.HYG HYG ID = POND IN HYG Tag = A...10 ------------------------------------ Peak Discharge = 283.69 cfs Time to Peak = 726.00 min HYG ------------------------------------ Volume = 38385.11 cu.yd. HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 215.00 .00 .00 .00 .00 .01 220.00 .01 .01 .01 .02 .02 225.00 .03 .03 .04 .04 .05 230.00 .06 .06 .07 .08 .09 235.00 .10 .11 .12 .13 .13 240.00 .14 .15 .16 .17 .18 245.00 .19 .20 .22 .23 .24 250.00 .25 .26 .27 .28 .29 255.00 .30 .31 .32 .33 .34 260.00 .36 .37 .38 .39 .40 265.00 .41 .42 .44 .45 .46 270.00 .47 .48 .49 .51 .52 275.00 .53 .54 .55 .57 .58 280.00 .59 .60 .61 .63 .64 285.00 .65 .66 .68 .69 .70 290.00 .71 .73 .74 .75 .76 295.00 .78 .79 .80 .81 .83 300.00 .84 .85 .87 .88 .89 305.00 .90 .92 .93 .94 .96 310.00 .97 .98 1.00 1.01 1.02 315.00 1.04 1.05 1.06 1.08 1.09 320.00 1.10 1.12 1.13 1.14 1.16 325.00 1.17 1.18 1.20 1.21 1.23 330.00 1.24 1.25 1.27 1.28 1.29 335.00 1.31 1.32 1.34 1.35 1.36 340.00 1.38 1.39 1.41 1.42 1.44 345.00 1.45 1.46 1.48 1.49 1.51 350.00 1.52 1.53 1.55 1.56 1.58 355.00 1.59 1.61 1.62 1.64 1.65 360.00 1.66 1.68 1.69 1.71 1.72 365.00 1.74 1.75 1.77 1.78 1.80 370.00 1.81 1.83 1.84 1.86 1.87 375.00 1.89 1.90 1.92 1.93 1.95 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.12 Name.... POND IN Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 380.00 1.96 1.98 1.99 2.01 2.02 385.00 2.04 2.05 2.07 2.08 2.10 390.00 2.11 2.13 2.14 2.16 2.17 395.00 2.19 2.20 2.22 2.23 2.25 400.00 2.26 2.28 2.30 2.31 2.33 405.00 2.34 2.36 2.37 2.39 2.40 410.00 2.42 2.43 2.45 2.47 2.48 415.00 2.50 2.51 2.53 2.54 2.56 420.00 2.58 2.59 2.61 2.62 2.64 425.00 2.65 2.67 2.69 2.70 2.72 430.00 2.73 2.75 2.77 2.78 2.80 435.00 2.81 2.83 2.84 2.86 2.88 440.00 2.89 2.91 2.93 2.94 2.96 445.00 2.97 2.99 3.01 3.02 3.04 450.00 3.05 3.07 3.09 3.10 3.12 455.00 3.13 3.15 3.17 3.18 3.20 460.00 3.22 3.23 3.25 3.26 3.28 465.00 3.30 3.31 3.33 3.35 3.36 470.00 3.38 3.40 3.41 3.43 3.44 475.00 3.46 3.48 3.49 3.51 3.53 480.00 ( 3.54 3.56 3.58 3.59 3.61 485.00 3.63 3.65 3.67 3.69 3.71 490.00 ( 3.73 3.75 3.78 3.80 3.83 495.00 3.85 3.88 3.91 3.94 3.98 500.00 4.01 4.04 4.08 4.11 4.15 505.00 4.19 4.23 4.26 4.30 4.34 510.00 4.38 4.42 4.46 4.50 4.55 515.00 4.59 4.63 4.67 4.72 4.76 520.00 4.80 4.85 4.89 4.94 4.98 525.00 5.03 5.07 5.12 5.16 5.21 530.00 5.26 5.30 5.35 5.40 5.44 535.00 5.49 5.54 5.59 5.63 5.68 540.00 5.73 5.78 5.82 5.87 5.92 545.00 5.97 6.01 6.06 6.10 6.15 550.00 6.19 6.23 6.27 6.31 6.35 555.00 6.38 6.42 6.45 6.48 6.51 560.00 6.53 6.56 6.59 6.61 6.64 565.00 6.66 6.68 6.70 6.72 6.74 570.00 6.76 6.78 6.80 6.82 6.84 575.00 6.87 6.89 6.91 6.94 6.96 580.00 6.99 7.03 7.06 7.10 7.14 585.00 7.18 7.23 7.28 7.33 7.38 590.00 7.44 7.50 7.56 7.62 7.69 595.00 7.75 7.82 7.89 7.96 8.03 600.00 8.10 8.17 8.25 8.32 8.40 605.00 8.48 8.56 8.64 8.72 8.80 610.00 8.89 8.97 9.06 9.15 9.25 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Jype.... Node: Pond Inflow Summary Page 9.13 Name.... POND IN Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 615.00 9.34 9.44 9.54 9.64 9.74 620.00 9.85 9.96 10.06 10.17 10.28 625.00 10.39 10.51 10.62 10.73 10.85 630.00 10.97 11.09 11.21 11.33 11.45 635.00 11.57 11.70 11.83 11.96 12.09 640.00 12.23 12.38 12.52 12.67 12.82 645.00 12.98 13.14 13.31 13.47 13.65 650.00 13.82 14.00 14.18 14.37 14.55 655.00 14.74 14.94 15.13 15.33 15.52 660.00 15.72 15.93 16.14 16.35 16.56 665.00 16.78 17.01 17.25 17.49 17.76 670.00 18.02 18.29 18.60 18.90 19.21 675.00 19.56 19.90 20.26 20.64 21.02 680.00 21.42 21.83 22.24 22.67 23.11 685.00 23.55 24.00 24.46 24.92 25.44 690.00 25.99 26.53 27.29 28.11 28.92 695.00 30.28 31.69 33.14 35.61 38.07 700.00 40.76 44.62 48.48 52.85 58.54 705.00 64.23 70.71 78.35 86.00 95.03 710.00 105.34 115.65 127.78 140.95 154.12 715.00 168.95 184.30 199.66 214.78 229.86 720.00 244.95 255.35 265.76 275.33 278.76 725.00 282.19 283.69 279.08 274.47 267.59 730.00 256.68 245.77 233.71 220.41 207.11 735.00 194.19 181.54 168.89 157.57 146.78 740.00 135.98 127.43 119.32 111.20 105.05 745.00 98.99 93.03 88.34 83.64 79.12 750.00 75.30 71.48 67.90 64.85 61.80 755.00 58.99 56.48 53.98 51.73 49.69 760.00 47.64 45.86 44.20 42.55 41.15 765.00 39.81 38.48 37.38 36.31 35.25 770.00 34.38 33.51 32.67 31.95 31.24 775.00 30.55 29.94 29.32 28.74 28.20 780.00 27.67 27.17 26.70 26.24 25.82 785.00 25.42 25.02 24.66 24.32 23.97 790.00 23.68 23.39 23.10 22.83 22.57 795.00 22.31 22.07 21.83 21.60 21.38 800.00 21.16 20.94 20.74 20.54 20.35 805.00 20.15 19.96 19.78 19.60 19.42 810.00 19.24 19.06 18.89 18.72 18.55 815.00 18.38 18.22 18.05 17.89 17.74 820.00 17.58 17.43 17.28 17.13 16.98 825.00 16.84 16.70 16.56 16.43 16.29 830.00 16.16 16.03 15.91 15.78 15.65 835.00 15.53 15.41 15.28 15.16 15.04 840.00 14.92 14.80 14.69 14.57 14.45 845.00 14.34 14.23 14.12 14.02 13.91 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.14 Name.... POND IN Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 Time min 850 855 860 865 870 875 880 885 890 895 900 905 910 915 920 925 930 935 940 945 950 955 960 965 970 975 980 985 990 995 1000 1005 1010 1015 1020 1025 1030 1035 1040 1045 1050 1055 1060 1065 1070 1075 1080 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. -------------------------------------------------------- - - - - -- 13.81 13.72 13.62 13.53 13.45 13.36 13.28 13.21 13.14 13.07 13.00 12.94 12.88 12.82 12.76 12.71 12.66 12.60 12.55 12.51 12.46 12.41 12.36 12.32 12.27 12.23 12.18 12.14 12.09 12.05 12.01 11.97 11.92 11.88 11.84 11.80 11.76 11.72 11.67 11.63 11.59 11.55 11.51 11.47 11.43 11.39 11.35 11.31 11.27 11.23 11.19 11.15 11.11 11.06 11.02 10.98 10.94 10.90 10.86 10.82 10.78 10.74 10.70 10.66 10.62 10.58 10.54 10.50 10.46 10.42 10.38 10.34 10.30 10.26 10.22 10.18 10.14 10.10 10.06 10.02 9.98 9.94 9.90 9.85 9.81 9.77 9.73 9.69 9.65 9.61 9.57 9.53 9.49 9.45 9.41 9.37 9.33 9.29 9.25 9.21 9.17 9.12 9.08 9.04 9.00 8.96 8.92 8.88 8.84 8.80 8.76 8.72 8.68 8.64 8.60 8.56 8.52 8.48 8.45 8.41 8.38 8.34 8.31 8.28 8.25 8.22 8.19 8.16 8.14 8.12 8.09 8.07 8.05 8.03 8.01 7.99 7.97 7.95 7.93 7.92 7.90 7.88 7.87 7.85 7.83 7.82 7.80 7.79 7.77 7.76 7.74 7.73 7.71 7.70 7.68 7.67 7.65 7.64 7.62 7.61 7.59 7.58 7.56 7.55 7.53 7.52 7.50 7.49 7.48 7.46 7.45 7.43 7.42 7.40 7.39 7.37 7.36 7.34 7.33 7.32 7.30 7.29 7.27 7.26 7.24 7.23 7.21 7.20 7.19 7.17 7.16 7.14 7.13 7.11 7.10 7.08 7.07 7.06 7.04 7.03 7.01 7.00 6.98 6.97 6.95 6.94 6.93 6.91 6.90 6.88 6.87 6.85 6.84 6.82 6.81 6.80 6.78 6.77 6.75 6.74 6.72 6.71 6.69 6.68 6.67 6.65 6.64 6.62 6.61 6.59 6.58 6.56 6.55 6.54 6.52 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.15 Name.... POND IN Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16 :54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 1085.00 6.51 6.49 6.48 6.46 6.45 1090.00 6.43 6.42 6.40 6.39 6.37 1095.00 6.36 6.35 6.33 6.32 6.30 1100.00 6.29 6.27 6.26 6.24 6.23 1105.00 6.21 6.20 6.19 6.17 6.16 1110.00 6.14 6.13 6.11 6.10 6.08 1115.00 6.07 6.06 6.04 6.03 6.01 1120.00 6.00 5.98 5.97 5.95 5.94 1125.00 5.92 5.91 5.90 5.88 5.87 1130.00 5.85 5.84 5.82 5.81 5.79 1135.00 5.78 5.76 5.75 5.74 5.72 1140.00 5.71 5.69 5.68 5.66 5.65 1145.00 5.63 5.62 5.60 5.59 5.58 1150.00 5.56 5.55 5.53 5.52 5.50 1155.00 5.49 5.47 5.46 5.44 5.43 1160.00 5.42 5.40 5.39 5.37 5.36 1165.00 5.34 5.33 5.31 5.30 5.28 1170.00 5.27 5.25 5.24 5.22 5.21 1175.00 5.20 5.18 5.17 5.15 5.14 1180.00 5.12 5.11 5.09 5.08 5.06 1185.00 5.05 5.04 5.02 5.01 4.99 1190.00 ( 4.98 4.96 4.95 4.93 4.92 1195.00 4.90 4.89 4.87 4.86 4.85 1200.00 4.83 4.82 4.80 4.79 4.77 1205.00 4.76 4.75 4.73 4.72 4.71 1210.00 4.70 4.68 4.67 4.66 4.65 1215.00 4.64 4.63 4.63 4.62 4.61 1220.00 4.60 4.60 4.59 4.59 4.58 1225.00 4.58 4.57 4.57 4.56 4.56 1230.00 4.55 4.55 4.55 4.54 4.54 1235.00 4.53 4.53 4.53 4.52 4.52 1240.00 4.52 4.51 4.51 4.51 4.50 1245.00 4.50 4.50 4.50 4.49 4.49 1250.00 4.49 4.48 4.48 4.48 4.47 1255.00 4.47 4.47 4.47 4.46 4.46 1260.00 4.46 4.45 4.45 4.45 4.45 1265.00 4.44 4.44 4.44 4.43 4.43 1270.00 4.43 4.43 4.42 4.42 4.42 1275.00 4.41 4.41 4.41 4.41 4.40 1280.00 4.40 4.40 4.39 4.39 4.39 1285.00 4.39 4.38 4.38 4.38 4.37 1290.00 4.37 4.37 4.37 4.36 4.36 1295.00 4.36 4.35 4.35 4.35 4.34 1300.00 4.34 4.34 4.34 4.33 4.33 1305.00 4.33 4.32 4.32 4.32 4.32 1310.00 4.31 4.31 4.31 4.30 4.30 1315.00 4.30 4.30 4.29 4.29 4.29 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16 :54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.16 Name.... POND IN Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 1320.00 4.28 4.28 4.28 4.28 4.27 1325.00 4.27 4.27 4.26 4.26 4.26 1330.00 4.26 4.25 4.25 4.25 4.24 1335.00 4.24 4.24 4.23 4.23 4.23 1340.00 4.23 4.22 4.22 4.22 4.21 1345.00 4.21 4.21 4.21 4.20 4.20 1350.00 4.20 4.19 4.19 4.19 4.19 1355.00 4.18 4.18 4.18 4.17 4.17 1360.00 4.17 4.17 4.16 4.16 4.16 1365.00 4.15 4.15 4.15 4.15 4.14 1370.00 4.14 4.14 4.13 4.13 4.13 1375.00 4.13 4.12 4.12 4.12 4.11 1380.00 4.11 4.11 4.10 4.10 4.10 1385.00 4.10 4.09 4.09 4.09 4.08 1390.00 4.08 4.08 4.08 4.07 4.07 1395.00 4.07 4.06 4.06 4.06 4.06 1400.00 4.05 4.05 4.05 4.04 4.04 1405.00 4.04 4.04 4.03 4.03 4.03 1410.00 4.02 4.02 4.02 4.01 4.01 1415.00 4.01 4.01 4.00 4.00 4.00 1420.00 3.99 3.99 3.99 3.99 3.98 1425.00 3.98 3.98 3.97 3.97 3.97 1430.00 3.97 3.96 3.96 3.96 3.95 1435.00 3.95 3.95 3.95 3.94 3.94 1440.00 3.94 3.91 3.89 3.86 3.80 1445.00 3.73 3.65 3.51 3.38 3.22 1450.00 3.03 2.84 2.64 2.44 2.24 1455.00 2.04 1.85 1.66 1.49 1.33 1460.00 1.18 1.05 .94 .83 .74 1465.00 .67 .59 .53 .47 .42 1470.00 .38 .34 .30 .27 .24 1475.00 .21 .19 .17 .15 .13 1480.00 .12 .10 .09 .08 .07 1485.00 .07 .06 .05 .04 .04 1490.00 .03 .03 .03 .02 .02 1495.00 .02 .02 .01 .01 .01 1500.00 .01 .01 .01 .00 .00 1505.00 .00 .00 .00 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 f Type.... Node: Pond Inflow Summary Page 9.17 Name.... POND IN Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND IN HYG Directory: E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADD2 POSTDEVELOPED POST.HYG POSTDEVELOPED A...25 INFLOWS TO: POND IN ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG POSTDEVELOPED A...25 46269.26 726.00 338.68 TOTAL FLOW INTO: POND IN ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG POND IN A...25 46269.26 726.00 338.68 S /N: 021701D0GA87 McKee Carson PondPack Ver. 7.5 (76S) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.18 Name.... POND IN Event: 25 yr File.... E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 TOTAL NODE INFLOW... HYG file = E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \POST.HYG HYG ID = POND IN HYG Tag = A...25 ------------------------------------ Peak Discharge = 338.68 cfs Time to Peak = 726.00 min HYG ------------------------------------ Volume = 46269.26 cu.yd. HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 188.00 .00 .00 .00 .00 .01 193.00 .01 .01 .01 .02 .02 198.00 .03 .04 .04 .05 .06 203.00 .07 .08 .09 .10 .11 208.00 .12 .13 .14 .15 .17 213.00 .18 .19 .20 .22 .23 218.00 .24 .25 .27 .28 .29 223.00 .31 .32 .33 .35 .36 228.00 .37 .39 .40 .41 .43 233.00 .44 .46 .47 .48 .50 238.00 .51 .52 .54 .55 .56 243.00 .58 .59 .61 .62 .63 248.00 .65 .66 .67 .69 .70 253.00 .72 .73 .75 .76 .77 258.00 .79 .80 .82 .83 .85 263.00 .86 .88 .89 .91 .92 268.00 .94 .95 .97 .98 1.00 273.00 1.01 1.03 1.04 1.06 1.07 278.00 1.09 1.10 1.12 1.13 1.15 283.00 ( 1.17 1.18 1.20 1.21 1.23 288.00 1.24 1.26 1.28 1.29 1.31 293.00 ( 1.32 1.34 1.36 1.37 1.39 298.00 1.41 1.42 1.44 1.45 1.47 303.00 1.49 1.50 1.52 1.54 1.55 308.00 1.57 1.59 1.60 1.62 1.64 313.00 1.65 1.67 1.69 1.70 1.72 318.00 ( 1.74 1.75 1.77 1.79 1.80 323.00 1.82 1.84 1.86 1.87 1.89 328.00 1.91 1.92 1.94 1.96 1.98 333.00 1.99 2.01 2.03 2.05 2.06 338.00 2.08 2.10 2.12 2.13 2.15 343.00 2.17 2.19 2.20 2.22 2.24 348.00 2.26 2.27 2.29 2.31 2.33 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.19 Name.... POND IN Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 353.00 2.35 2.36 2.38 2.40 2.42 358.00 2.43 2.45 2.47 2.49 2.51 363.00 2.52 2.54 2.56 2.58 2.60 368.00 ( 2.62 2.63 2.65 2.67 2.69 373.00 2.71 2.73 2.74 2.76 2.78 378.00 2.80 2.82 2.84 2.85 2.87 383.00 2.89 2.91 2.93 2.95 2.96 388.00 2.98 3.00 3.02 3.04 3.06 393.00 3.08 3.10 3.11 3.13 3.15 398.00 3.17 3.19 3.21 3.23 3.25 403.00 3.26 3.28 3.30 3.32 3.34 408.00 3.36 3.38 3.40 3.41 3.43 413.00 3.45 3.47 3.49 3.51 3.53 418.00 3.55 3.57 3.59 3.60 3.62 423.00 3.64 3.66 3.68 3.70 3.72 428.00 3.74 3.76 3.78 3.80 3.82 433.00 3.83 3.85 3.87 3.89 3.91 438.00 3.93 3.95 3.97 3.99 4.01 443.00 4.03 4.05 4.07 4.09 4.11 448.00 4.12 4.14 4.16 4.18 4.20 453.00 4.22 4.24 4.26 4.28 4.30 458.00 4.32 4.34 4.36 4.38 4.40 463.00 4.42 4.44 4.46 4.48 4.49 468.00 4.51 4.53 4.55 4.57 4.59 473.00 4.61 4.63 4.65 4.67 4.69 478.00 ( 4.71 4.73 4.75 4.77 4.79 483.00 4.81 4.83 4.85 4.87 4.90 488.00 4.92 4.95 4.97 5.00 5.03 493.00 5.06 5.09 5.13 5.16 5.20 498.00 5.24 5.28 5.32 5.36 5.41 503.00 5.45 5.50 5.54 5.59 5.64 508.00 5.69 5.74 5.79 5.84 5.89 513.00 5.94 5.99 6.05 6.10 6.15 518.00 6.21 6.26 6.32 6.37 6.43 523.00 6.48 6.54 6.59 6.65 6.71 528.00 ( 6.76 6.82 6.88 6.94 6.99 533.00 7.05 7.11 7.17 7.23 7.29 538.00 7.35 7.40 7.46 7.52 7.58 543.00 7.64 7.70 7.76 7.81 7.87 548.00 7.93 7.98 8.03 8.08 8.13 553.00 8.18 8.22 8.26 8.30 8.34 558.00 8.38 8.41 8.44 8.47 8.50 563.00 8.53 8.56 8.59 8.61 8.63 568.00 8.66 8.68 8.70 8.73 8.75 573.00 8.77 8.79 8.82 8.84 8.87 578.00 8.90 8.93 8.97 9.00 9.04 583.00 9.09 9.14 9.19 9.25 9.30 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.20 Name.... POND IN Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 588.00 9.37 9.43 9.50 9.57 9.65 593.00 9.72 9.80 9.88 9.97 10.05 598.00 10.13 10.22 10.31 10.40 10.49 603.00 10.58 10.67 10.77 10.87 10.96 608.00 11.06 11.17 11.27 11.38 11.49 613.00 11.60 11.71 11.83 11.95 12.07 618.00 12.19 12.32 12.45 12.58 12.71 623.00 12.84 12.98 13.11 13.25 13.39 628.00 13.53 13.67 13.81 13.96 14.10 633.00 14.25 14.40 14.55 14.70 14.86 638.00 15.02 15.18 15.35 15.53 15.70 643.00 15.88 16.07 16.26 16.46 16.66 648.00 16.86 17.07 17.28 17.50 17.72 653.00 17.94 18.17 18.40 18.63 18.87 658.00 19.11 19.35 19.59 19.84 20.09 663.00 20.34 20.61 20.87 21.15 21.44 668.00 21.73 22.05 22.37 22.70 23.07 673.00 23.44 23.81 24.23 24.65 25.07 678.00 25.54 26.00 26.48 26.98 27.48 683.00 27.99 28.53 29.06 29.60 30.16 688.00 30.71 31.34 32.00 32.66 33.58 693.00 34.56 35.55 37.20 38.90 40.66 698.00 43.65 46.64 49.90 54.57 59.25 703.00 64.53 71.41 78.29 86.09 95.30 708.00 104.50 115.34 127.70 140.05 154.56 713.00 170.27 185.98 203.62 221.86 240.11 718.00 258.00 275.84 293.69 305.89 318.10 723.00 329.31 333.19 337.08 338.68 333.02 728.00 327.35 319.01 305.89 292.78 278.32 733.00 262.41 246.50 231.07 215.96 200.86 738.00 187.36 174.49 161.61 151.42 141.75 743.00 132.07 124.74 117.52 110.42 104.82 748.00 99.23 93.84 89.29 84.74 80.48 753.00 76.85 73.22 69.88 66.90 63.92 758.00 61.25 58.82 56.39 54.27 52.30 763.00 50.34 48.67 47.09 45.50 44.20 768.00 42.93 41.67 40.64 39.61 38.60 773.00 37.76 36.91 36.09 35.36 34.64 778.00 33.94 33.31 32.68 32.08 31.53 783.00 30.98 30.48 30.01 29.54 29.12 788.00 28.71 28.30 27.95 27.61 27.26 793.00 26.95 26.64 26.33 26.04 25.76 798.00 25.49 25.23 24.97 24.72 24.48 803.00 24.24 24.01 23.78 23.56 23.34 808.00 23.12 22.91 22.70 22.49 22.28 813.00 22.08 21.88 21.68 21.49 21.30 818.00 21.11 20.92 20.74 20.56 20.38 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.21 Name.... POND IN Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 823.00 20.20 20.03 19.86 19.70 19.54 828.00 19.38 19.22 19.06 18.91 18.76 833.00 18.61 18.46 18.31 18.17 18.02 838.00 17.88 17.74 17.60 17.45 17.32 843.00 17.18 17.04 16.91 16.78 16.65 848.00 16.53 16.40 16.28 16.17 16.06 853.00 15.95 15.85 15.75 15.66 15.57 858.00 15.49 15.41 15.33 15.25 15.18 863.00 15.11 15.05 14.98 14.92 14.86 868.00 14.80 14.74 14.68 14.63 14.57 873.00 14.52 14.46 14.41 14.36 14.31 878.00 14.25 14.20 14.15 14.10 14.05 883.00 14.00 13.95 13.90 13.86 13.81 888.00 13.76 13.71 13.66 13.61 13.56 893.00 13.52 13.47 13.42 13.37 13.32 898.00 13.28 13.23 13.18 13.13 13.09 903.00 13.04 12.99 12.94 12.89 12.85 908.00 12.80 12.75 12.70 12.66 12.61 913.00 12.56 12.51 12.47 12.42 12.37 918.00 12.32 12.28 12.23 12.18 12.13 923.00 12.09 12.04 11.99 11.94 11.89 928.00 11.85 11.80 11.75 11.70 11.66 933.00 11.61 11.56 11.51 11.47 11.42 938.00 11.37 11.32 11.27 11.23 11.18 943.00 11.13 11.08 11.04 10.99 10.94 948.00 10.89 10.84 10.80 10.75 10.70 953.00 10.65 10.60 10.55 10.51 10.46 958.00 10.41 10.36 10.32 10.27 10.22 963.00 ( 10.17 10.13 10.08 10.03 9.99 968.00 9.95 9.90 9.86 9.82 9.79 973.00 9.75 9.71 9.68 9.65 9.61 978.00 9.59 9.56 9.53 9.50 9.48 983.00 9.45 9.43 9.41 9.39 9.36 988.00 9.34 9.32 9.30 9.28 9.26 993.00 9.24 9.22 9.21 9.19 9.17 998.00 9.15 9.13 9.11 9.10 9.08 1003.00 9.06 9.04 9.03 9.01 8.99 1008.00 8.97 8.96 8.94 8.92 8.90 1013.00 8.89 8.87 8.85 8.84 8.82 1018.00 8.80 8.78 8.77 8.75 8.73 1023.00 8.71 8.70 8.68 8.66 8.65 1028.00 8.63 8.61 8.60 8.58 8.56 1033.00 8.54 8.53 8.51 8.49 8.48 1038.00 8.46 8.44 8.42 8.41 8.39 1043.00 8.37 8.36 8.34 8.32 8.31 1048.00 8.29 8.27 8.25 8.24 8.22 1053.00 8.20 8.19 8.17 8.15 8.13 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.22 Name.... POND IN Event: 25 yr File.... E: \PROJECT -FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 1058.00 8.12 8.10 8.08 8.07 8.05 1063.00 8.03 8.02 8.00 7.98 7.96 1068.00 7.95 7.93 7.91 7.90 7.88 1073.00 7.86 7.84 7.83 7.81 7.79 1078.00 7.78 7.76 7.74 7.73 7.71 1083.00 7.69 7.67 7.66 7.64 7.62 1088.00 7.61 7.59 7.57 7.55 7.54 1093.00 7.52 7.50 7.48 7.47 7.45 1098.00 7.43 7.42 7.40 7.38 7.36 1103.00 7.35 7.33 7.31 7.30 7.28 1108.00 7.26 7.24 7.23 7.21 7.19 1113.00 7.18 7.16 7.14 7.13 7.11 1118.00 7.09 7.07 7.06 7.04 7.02 1123.00 7.01 6.99 6.97 6.95 6.94 1128.00 6.92 6.90 6.89 6.87 6.85 1133.00 6.83 6.82 6.80 6.78 6.77 1138.00 6.75 6.73 6.71 6.70 6.68 1143.00 6.66 6.65 6.63 6.61 6.59 1148.00 6.58 6.56 6.54 6.53 6.51 1153.00 6.49 6.47 6.46 6.44 6.42 1158.00 6.41 6.39 6.37 6.35 6.34 1163.00 6.32 6.30 6.28 6.27 6.25 1168.00 6.23 6.22 6.20 6.18 6.16 1173.00 6.15 6.13 6.11 6.10 6.08 1178.00 6.06 6.04 6.03 6.01 5.99 1183.00 5.97 5.96 5.94 5.92 5.91 1188.00 5.89 5.87 5.85 5.84 5.82 1193.00 5.80 5.79 5.77 5.75 5.73 1198.00 5.72 5.70 5.68 5.67 5.65 1203.00 5.63 5.62 5.60 5.58 5.57 1208.00 5.55 5.54 5.52 5.51 5.50 1213.00 5.48 5.47 5.46 5.45 5.44 1218.00 5.43 5.42 5.42 5.41 5.40 1223.00 5.39 5.39 5.38 5.38 5.37 1228.00 5.37 5.36 5.36 5.35 5.35 1233.00 5.34 5.34 5.33 5.33 5.33 1238.00 5.32 5.32 5.31 5.31 5.31 1243.00 5.30 5.30 5.29 5.29 5.29 1248.00 5.28 5.28 5.28 5.27 5.27 1253.00 5.27 5.26 5.26 5.26 5.25 1258.00 5.25 5.25 5.24 5.24 5.24 1263.00 5.23 5.23 5.22 5.22 5.22 1268.00 5.21 5.21 5.21 5.20 5.20 1273.00 5.20 5.19 5.19 5.19 5.18 1278.00 5.18 5.18 5.17 5.17 5.17 1283.00 5.16 5.16 5.16 5.15 5.15 1288.00 5.15 5.14 5.14 5.14 5.13 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.23 Name.... POND IN Event: 25 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 1293.00 5.13 5.13 5.12 5.12 5.12 1298.00 5.11 5.11 5.11 5.10 5.10 1303.00 5.10 5.09 5.09 5.09 5.08 1308.00 5.08 5.08 5.07 5.07 5.06 1313.00 5.06 5.06 5.05 5.05 5.05 1318.00 5.04 5.04 5.04 5.03 5.03 1323.00 5.03 5.02 5.02 5.02 5.01 1328.00 5.01 5.01 5.00 5.00 5.00 1333.00 4.99 4.99 4.99 4.98 4.98 1338.00 4.98 4.97 4.97 4.97 4.96 1343.00 4.96 4.96 4.95 4.95 4.95 1348.00 4.94 4.94 4.94 4.93 4.93 1353.00 4.93 4.92 4.92 4.92 4.91 1358.00 4.91 4.90 4.90 4.90 4.89 1363.00 4.89 4.89 4.88 4.88 4.88 1368.00 4.87 4.87 4.87 4.86 4.86 1373.00 4.86 4.85 4.85 4.85 4.84 1378.00 4.84 4.84 4.83 4.83 4.83 1383.00 4.82 4.82 4.82 4.81 4.81 1388.00 4.81 4.80 4.80 4.80 4.79 1393.00 4.79 4.79 4.78 4.78 4.77 1398.00 4.77 4.77 4.76 4.76 4.76 1403.00 4.75 4.75 4.75 4.74 4.74 1408.00 4.74 4.73 4.73 4.73 4.72 1413.00 4.72 4.72 4.71 4.71 4.71 1418.00 4.70 4.70 4.70 4.69 4.69 1423.00 4.69 4.68 4.68 4.68 4.67 1428.00 4.67 4.67 4.66 4.66 4.66 1433.00 4.65 4.65 4.64 4.64 4.64 1438.00 4.63 4.63 4.63 4.60 4.57 1443.00 4.54 4.46 4.39 4.29 4.13 1448.00 3.97 3.79 3.56 3.34 3.11 1453.00 2.87 2.63 2.40 2.18 1.95 1458.00 1.76 1.57 1.38 1.24 1.11 1463.00 .97 .88 .78 .69 .62 1468.00 .56 .49 .44 .39 .35 1473.00 .31 .28 .25 .22 .20 1478.00 .17 .16 .14 .12 .11 1483.00 .10 .09 .08 .07 .06 1488.00 .05 .05 .04 .04 .03 1493.00 .03 .02 .02 .02 .02 1498.00 .01 .01 .01 .01 .01 1503.00 .00 .00 .00 .00 .00 1508.00 .00 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.24 Name.... POND IN Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND IN HYG Directory: E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ -------------------------------------------------------------------------- -------------------------------------------------------------------------- Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADD2 -------------------------------------------------------------------------- -------------------------------------------------------------------------- POSTDEVELOPED POST.HYG POSTDEVELOPED A..100 INFLOWS TO: POND IN ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG POSTDEVELOPED A..100 58183.13 726.00 420.65 TOTAL FLOW INTO: POND IN ---------------------------------- - - - - -- Volume Peak Time Peak Flow HYG file HYG ID HYG tag cu.yd. min cfs -------------------------------------------------------------------------- POST.HYG POND IN A..100 58183.13 726.00 420.65 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.25 Name.... POND IN Event: 100 yr File.... E: \PROJECT -FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 TOTAL NODE INFLOW... HYG file = E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \POST.HYG HYG ID = POND IN HYG Tag = A..100 ------------------------------------ Peak Discharge = 420.65 cfs Time to Peak = 726.00 min HYG Volume = ------------------------------------ 58183.13 cu.yd. HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- I -------------------------------------------------------------- 158.00 .00 .00 .00 .00 .01 163.00 .01 .01 .02 .02 .03 168.00 .03 .04 .05 .06 .07 173.00 .08 .10 .11 .12 .14 178.00 .15 .17 .18 .20 .21 183.00 .23 .25 .26 .28 .30 188.00 .31 .33 .35 .37 .38 193.00 .40 .42 .44 .46 .47 198.00 .49 .51 .53 .55 .57 203.00 .58 .60 .62 .64 .66 208.00 .68 .69 .71 .73 .75 213.00 .77 .79 .80 .82 .84 218.00 .86 .88 .90 .91 .93 223.00 .95 .97 .99 1.01 1.02 228.00 1.04 1.06 1.08 1.10 1.11 233.00 1.13 1.15 1.17 1.19 1.21 238.00 1.22 1.24 1.26 1.28 1.30 243.00 1.31 1.33 1.35 1.37 1.39 248.00 1.41 1.42 1.44 1.46 1.48 253.00 1.50 1.52 1.54 1.55 1.57 258.00 1.59 1.61 1.63 1.65 1.67 263.00 1.69 1.71 1.73 1.75 1.77 268.00 1.79 1.81 1.83 1.85 1.87 273.00 1.89 1.91 1.93 1.95 1.97 278.00 2.00 2.02 2.04 2.06 2.08 283.00 2.10 2.12 2.14 2.16 2.18 288.00 2.20 2.22 2.25 2.27 2.29 293.00 2.31 2.33 2.35 2.37 2.40 298.00 2.42 2.44 2.46 2.48 2.50 303.00 2.52 2.55 2.57 2.59 2.61 308.00 2.63 2.65 2.68 2.70 2.72 313.00 2.74 2.76 2.79 2.81 2.83 318.00 2.85 2.87 2.90 2.92 2.94 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.26 Name.... POND IN Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 323.00 2.96 2.99 3.01 3.03 3.05 328.00 3.07 3.10 3.12 3.14 3.16 333.00 3.19 3.21 3.23 3.25 3.28 338.00 3.30 3.32 3.34 3.37 3.39 343.00 3.41 3.44 3.46 3.48 3.50 348.00 3.53 3.55 3.57 3.59 3.62 353.00 ( 3.64 3.66 3.69 3.71 3.73 358.00 3.76 3.78 3.80 3.82 3.85 363.00 3.87 3.89 3.92 3.94 3.96 368.00 3.99 4.01 4.03 4.06 4.08 373.00 4.10 4.13 4.15 4.17 4.20 378.00 4.22 4.24 4.27 4.29 4.31 383.00 4.34 4.36 4.38 4.41 4.43 388.00 4.45 4.48 4.50 4.53 4.55 393.00 4.57 4.60 4.62 4.64 4.67 398.00 4.69 4.71 4.74 4.76 4.78 403.00 4.81 4.83 4.86 4.88 4.90 408.00 4.93 4.95 4.97 5.00 5.02 413.00 5.05 5.07 5.09 5.12 5.14 418.00 5.16 5.19 5.21 5.24 5.26 423.00 5.28 5.31 5.33 5.36 5.38 428.00 5.40 5.43 5.45 5.47 5.50 433.00 ( 5.52 5.55 5.57 5.59 5.62 438.00 ( 5.64 5.67 5.69 5.71 5.74 443.00 5.76 5.79 5.81 5.83 5.86 448.00 5.88 5.91 5.93 5.95 5.98 453.00 6.00 6.03 6.05 6.07 6.10 458.00 6.12 6.15 6.17 6.20 6.22 463.00 6.24 6.27 6.29 6.32 6.34 468.00 6.36 6.39 6.41 6.44 6.46 473.00 ( 6.48 6.51 6.53 6.56 6.58 478.00 6.60 6.63 6.65 6.68 6.70 483.00 6.73 6.75 6.78 6.81 6.84 488.00 6.87 6.90 6.93 6.97 7.00 493.00 7.04 7.09 7.13 7.17 7.22 498.00 7.27 7.32 7.38 7.43 7.49 503.00 7.55 7.61 7.67 7.73 7.79 508.00 7.86 7.92 7.99 8.05 8.12 513.00 8.19 8.26 8.33 8.39 8.47 518.00 8.54 8.61 8.68 8.75 8.82 523.00 8.89 8.96 9.04 9.11 9.18 528.00 9.26 9.33 9.40 9.48 9.55 533.00 9.63 9.70 9.78 9.85 9.93 538.00 10.01 10.08 10.16 10.23 10.31 543.00 10.39 10.46 10.53 10.61 10.68 548.00 10.75 10.81 10.88 10.94 11.00 553.00 11.06 11.12 11.17 11.22 11.26 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.27 Name.... POND IN Event: 100 yr File.... E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 Time min 558 563 568 573 578 583 588 593 598 603 608 613 618 623 628 633 638 643 648 653 658 663 668 673 678 683 688 693 698 703 708 713 718 723 728 733 738 743 748 753 758 763 768 773 778 783 788 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 HYDROGRAPH ORDINATES (cfs) Output Time increment = 1.00 min Time on left represents time for first value in each row. -------------------------------------------------------- - - - - -- 11.31 11.35 11.39 11.43 11.46 11.49 11.53 11.56 11.59 11.61 11.64 11.67 11.69 11.72 11.74 11.77 11.80 11.82 11.85 11.89 11.92 11.96 12.00 12.04 12.09 12.15 12.21 12.27 12.35 12.42 12.50 12.58 12.67 12.76 12.85 12.95 13.05 13.15 13.26 13.36 13.47 13.58 13.69 13.81 13.92 14.04 14.16 14.28 14.40 14.52 14.65 14.78 14.91 15.05 15.19 15.33 15.48 15.63 15.78 15.93 16.09 16.25 16.41 16.58 16.74 16.91 17.08 17.25 17.43 17.61 17.78 17.96 18.14 18.32 18.51 18.69 18.88 19.08 19.27 19.47 19.67 19.88 20.09 20.31 20.53 20.76 21.00 21.23 21.48 21.74 21.99 22.26 22.53 22.80 23.08 23.36 23.65 23.94 24.24 24.53 24.83 25.13 25.44 25.75 26.07 26.39 26.72 27.04 27.40 27.76 28.13 28.53 28.94 29.34 29.81 30.28 30.75 31.28 31.80 32.34 32.92 33.51 34.11 34.74 35.37 36.01 36.68 37.35 38.03 38.73 39.43 40.21 41.04 41.87 43.03 44.27 45.50 47.59 49.74 51.96 55.73 59.50 63.61 69.50 75.39 82.05 90.69 99.33 109.13 120.66 132.18 145.73 161.13 176.54 194.56 214.06 233.56 255.38 277.93 300.47 322.49 344.43 366.37 381.26 396.15 409.80 414.36 418.91 420.65 413.42 406.18 395.66 379.25 362.85 344.82 325.02 305.21 286.03 267.27 248.51 231.76 215.79 199.82 187.18 175.18 163.18 154.10 145.13 136.33 129.40 122.46 115.78 110.15 104.51 99.24 94.75 90.25 86.11 82.43 78.74 75.44 72.44 69.43 66.82 64.38 61.95 59.89 57.94 55.98 54.37 52.80 51.24 49.97 48.69 47.46 46.41 45.36 44.35 43.46 42.56 41.71 40.92 40.14 39.41 38.73 38.05 37.44 36.86 36.28 35.76 35.26 34.75 34.32 33.90 33.47 S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 .Type.... Node: Pond Inflow Summary Page 9.28 Name.... POND IN Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- -------------------------------------------------------------- 793.00 33.09 32.70 32.32 31.98 31.63 798.00 31.29 30.97 30.65 30.34 30.05 803.00 29.76 29.47 29.19 28.91 28.64 808.00 28.38 28.12 27.86 27.60 27.35 813.00 27.10 26.86 26.61 26.37 26.14 818.00 25.90 25.67 25.45 25.22 25.01 823.00 24.79 24.58 24.37 24.17 23.97 828.00 23.77 23.58 23.39 23.20 23.01 833.00 22.83 22.65 22.47 22.29 22.11 838.00 21.93 21.76 21.58 21.41 21.24 843.00 21.07 20.90 20.74 20.58 20.42 848.00 20.27 20.12 19.97 19.83 19.70 853.00 19.57 19.44 19.32 19.21 19.10 858.00 18.99 18.89 18.80 18.70 18.62 863.00 ( 18.53 18.45 18.37 18.30 18.22 868.00 ( 18.15 18.07 18.00 17.94 17.87 873.00 17.80 17.73 17.67 17.61 17.54 878.00 17.48 17.41 17.35 17.29 17.23 883.00 17.17 17.11 17.05 16.99 16.93 888.00 16.87 16.81 16.75 16.69 16.63 893.00 16.57 16.51 16.45 16.39 16.33 898.00 16.27 16.22 16.16 16.10 16.04 903.00 15.98 15.92 15.86 15.81 15.75 908.00 15.69 15.63 15.57 15.51 15.45 913.00 15.40 15.34 15.28 15.22 15.16 918.00 15.10 15.05 14.99 14.93 14.87 923.00 14.81 14.75 14.69 14.64 14.58 928.00 14.52 14.46 14.40 14.34 14.28 933.00 14.23 14.17 14.11 14.05 13.99 938.00 13.93 13.87 13.82 13.76 13.70 943.00 13.64 13.58 13.52 13.46 13.40 948.00 13.35 13.29 13.23 13.17 13.11 953.00 13.05 12.99 12.93 12.87 12.81 958.00 12.76 12.70 12.64 12.58 12.52 963.00 12.46 12.41 12.35 12.29 12.24 968.00 12.19 12.13 12.08 12.03 11.99 973.00 11.94 11.90 11.86 11.82 11.78 978.00 11.74 11.71 11.67 11.64 11.61 983.00 11.58 11.55 11.52 11.50 11.47 988.00 11.44 11.42 11.39 11.37 11.35 993.00 11.32 11.30 11.28 11.25 11.23 998.00 11.21 11.19 11.16 11.14 11.12 1003.00 11.10 11.08 11.05 11.03 11.01 1008.00 10.99 10.97 10.95 10.93 10.91 1013.00 10.88 10.86 10.84 10.82 10.80 1018.00 ( 10.78 10.76 10.74 10.72 10.69 1023.00 10.67 10.65 10.63 10.61 10.59 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.29 Name.... POND IN Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 1028.00 10.57 10.55 10.53 10.51 10.48 1033.00 10.46 10.44 10.42 10.40 10.38 1038.00 10.36 10.34 10.32 10.30 10.27 1043.00 10.25 10.23 10.21 10.19 10.17 1048.00 10.15 10.13 10.11 10.09 10.07 1053.00 10.04 10.02 10.00 9.98 9.96 1058.00 9.94 9.92 9.90 9.88 9.86 1063.00 9.84 9.81 9.79 9.77 9.75 1068.00 9.73 9.71 9.69 9.67 9.65 1073.00 9.63 9.60 9.58 9.56 9.54 1078.00 9.52 9.50 9.48 9.46 9.44 1083.00 9.42 9.40 9.37 9.35 9.33 1088.00 9.31 9.29 9.27 9.25 9.23 1093.00 9.21 9.18 9.16 9.14 9.12 1098.00 9.10 9.08 9.06 9.04 9.02 1103.00 9.00 8.97 8.95 8.93 8.91 1108.00 8.89 8.87 8.85 8.83 8.81 1113.00 8.79 8.76 8.74 8.72 8.70 1118.00 8.68 8.66 8.64 8.62 8.60 1123.00 8.57 8.55 8.53 8.51 8.49 1128.00 8.47 8.45 8.43 8.41 8.39 1133.00 8.36 8.34 8.32 8.30 8.28 1138.00 8.26 8.24 8.22 8.20 8.18 1143.00 8.16 8.13 8.11 8.09 8.07 1148.00 8.05 8.03 8.01 7.99 7.97 1153.00 7.95 7.92 7.90 7.88 7.86 1158.00 7.84 7.82 7.80 7.78 7.76 1163.00 7.73 7.71 7.69 7.67 7.65 1168.00 7.63 7.61 7.59 7.57 7.54 1173.00 7.52 7.50 7.48 7.46 7.44 1178.00 7.42 7.40 7.38 7.35 7.33 1183.00 7.31 7.29 7.27 7.25 7.23 1188.00 7.21 7.19 7.16 7.14 7.12 1193.00 7.10 7.08 7.06 7.04 7.02 1198.00 7.00 6.98 6.95 6.93 6.91 1203.00 6.89 6.87 6.85 6.83 6.81 1208.00 6.79 6.78 6.76 6.74 6.73 1213.00 6.71 6.70 6.68 6.67 6.66 1218.00 6.65 6.64 6.63 6.62 6.61 1223.00 6.60 6.59 6.59 6.58 6.57 1228.00 6.57 6.56 6.55 6.55 6.54 1233.00 6.54 6.53 6.53 6.52 6.52 1238.00 6.51 6.51 6.50 6.50 6.49 1243.00 6.49 6.48 6.48 6.47 6.47 1248.00 6.47 6.46 6.46 6.45 6.45 1253.00 6.44 6.44 6.44 6.43 6.43 1258.00 6.42 6.42 6.41 6.41 6.41 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.30 Name.... POND IN Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --- - - - - -- I -------------------------------------------------------------- 1263.00 6.40 6.40 6.39 6.39 6.38 1268.00 6.38 6.38 6.37 6.37 6.36 1273.00 6.36 6.36 6.35 6.35 6.34 1278.00 6.34 6.33 6.33 6.33 6.32 1283.00 6.32 6.31 6.31 6.31 6.30 1288.00 6.30 6.29 6.29 6.28 6.28 1293.00 6.28 6.27 6.27 6.26 6.26 1298.00 6.26 6.25 6.25 6.24 6.24 1303.00 6.23 6.23 6.23 6.22 6.22 1308.00 6.21 6.21 6.20 6.20 6.20 1313.00 6.19 6.19 6.18 6.18 6.18 1318.00 6.17 6.17 6.16 6.16 6.15 1323.00 6.15 6.15 6.14 6.14 6.13 1328.00 6.13 6.13 6.12 6.12 6.11 1333.00 6.11 6.10 6.10 6.10 6.09 1338.00 6.09 6.08 6.08 6.08 6.07 1343.00 6.07 6.06 6.06 6.05 6.05 1348.00 6.05 6.04 6.04 6.03 6.03 1353.00 6.02 6.02 6.02 6.01 6.01 1358.00 6.00 6.00 6.00 5.99 5.99 1363.00 5.98 5.98 5.97 5.97 5.97 1368.00 5.96 5.96 5.95 5.95 5.94 1373.00 5.94 5.94 5.93 5.93 5.92 1378.00 5.92 5.92 5.91 5.91 5.90 1383.00 5.90 5.89 5.89 5.89 5.88 1388.00 5.88 5.87 5.87 5.87 5.86 1393.00 5.86 5.85 5.85 5.84 5.84 1398.00 5.84 5.83 5.83 5.82 5.82 1403.00 5.82 5.81 5.81 5.80 5.80 1408.00 5.79 5.79 5.79 5.78 5.78 1413.00 5.77 5.77 5.76 5.76 5.76 1418.00 5.75 5.75 5.74 5.74 5.74 1423.00 5.73 5.73 5.72 5.72 5.71 1428.00 5.71 5.71 5.70 5.70 5.69 1433.00 5.69 5.68 5.68 5.68 5.67 1438.00 5.67 5.66 5.66 5.63 5.59 1443.00 5.55 5.46 5.36 5.25 5.05 1448.00 4.86 4.63 4.36 4.08 3.80 1453.00 3.51 3.21 2.93 2.66 2.39 1458.00 2.15 1.92 1.69 1.52 1.35 1463.00 1.19 1.07 .96 .84 .76 1468.00 .68 .60 .54 .48 .43 1473.00 .38 .34 .30 .27 .24 1478.00 .21 .19 .17 .15 .13 1483.00 .12 .11 .09 .08 .07 1488.00 .06 .06 .05 .04 .04 1493.00 .03 .03 .03 .02 .02 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Node: Pond Inflow Summary Page 9.31 Name.... POND IN Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 1.00 min min Time on left represents time for first value in each row. --------- I -------------------------------------------------------------- 1498.00 .02 .01 .01 .01 .01 1503.00 .01 .00 .00 .00 .00 1508.00 .00 S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 ,Type.... Pond Routing Summary Page 9.32 Name.... POND OUT Tag: A....2 Event: 2 yr File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A....2 LEVEL POOL ROUTING SUMMARY HYG Dir = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ Inflow HYG file = POST.HYG - POND IN A....2 Outflow HYG file = POST.HYG - POND OUT A....2 Pond Node Data = POND Pond Volume Data = POND Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 396.50 ft Starting Volume = 8108.66 cu.yd. Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = 1.00 min INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 172.98 cfs at 726.00 min Peak Outflow = 26.12 cfs at 764.00 min ----------------------------------------------------- Peak Elevation = 402.01 ft Peak ----------------------------------------------------- ----------------------------------------------------- Storage = 18791.72 cu.yd. MASS BALANCE (cu.yd.) -------------------------- + Initial Vol = 8108.66 + HYG Vol IN = 22883.52 - Infiltration = .00 - HYG Vol OUT = 22877.60 - Retained Vol = 8114.39 Unrouted Vol = -.19 cu.yd (.001% of Inflow Volume) S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 i Type.... Pond Routing Summary Page 9.33 Name.... POND OUT Tag: A...10 Event: 10 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...10 LEVEL POOL ROUTING SUMMARY HYG Dir = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ Inflow HYG file = POST.HYG - POND IN A...10 Outflow HYG file = POST.HYG - POND OUT A...10 Pond Node Data = POND Pond Volume Data = POND Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 396.50 ft Starting Volume = 8108.66 cu.yd. Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = 1.00 min INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 283.69 cfs at 726.00 min Peak Outflow = 43.90 cfs at 762.00 min ----------------------------------------------------- Peak Elevation = 404.95 ft Peak ----------------------------------------------------- ----------------------------------------------------- Storage = 26499.02 cu.yd. MASS BALANCE (cu.yd.) -------------------------- + Initial Vol = 8108.66 + HYG Vol IN = 38385.11 - Infiltration = .00 - HYG Vol OUT = 38372.94 - Retained Vol = 8120.44 Unrouted Vol = -.39 cu.yd. (.001% of Inflow Volume) S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Pond Routing Summary Page 9.34 Name.... POND OUT Tag: A...25 Event: 25 yr File.... E: \PROJECT -FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A...25 LEVEL POOL ROUTING SUMMARY HYG Dir = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ Inflow HYG file = POST.HYG - POND IN A...25 Outflow HYG file = POST.HYG - POND OUT A...25 Pond Node Data = POND Pond Volume Data = POND Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 396.50 ft Starting Volume = 8108.66 cu.yd. Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = 1.00 min INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 338.68 cfs at 726.00 min Peak Outflow = 95.60 cfs at 749.00 min ----------------------------------------------------- Peak Elevation = 405.69 ft Peak ----------------------------------------------------- ----------------------------------------------------- Storage = 28572.75 cu.yd. MASS BALANCE + Initial Vol + HYG Vol IN - Infiltration - HYG Vol OUT - Retained Vol Unrouted Vol ( cu.yd.) 8108.66 = 46269.26 _ .00 = 46253.83 8123.67 _ -.41 cu.yd. (.001% of Inflow Volume) S /N: 021701DOGA87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Type.... Pond Routing Summary Page 9.35 Name.... POND OUT Tag: A..100 Event: 100 yr File.... E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN \02- 28POSTDEVB.PPW Storm... TypeII 24hr Tag: A..100 LEVEL POOL ROUTING SUMMARY HYG Dir = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ Inflow HYG file = POST.HYG - POND IN A..100 Outflow HYG file = POST.HYG - POND OUT A..100 Pond Node Data = POND Pond Volume Data = POND Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 396.50 ft Starting Volume = 8108.66 cu.yd. Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = 1.00 min INFLOW /OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 420.65 cfs at 726.00 min Peak Outflow = 174.35 cfs at 742.00 min ----------------------------------------------------- Peak Elevation = 406.65 ft Peak ----------------------------------------------------- ----------------------------------------------------- Storage = 31348.75 cu.yd. MASS BALANCE ( cu.yd.) -------------------------- + Initial Vol = 8108.66 • HYG Vol IN = 58183.13 - Infiltration = .00 - HYG Vol OUT = 58162.57 - Retained Vol = 8128.69 Unrouted Vol = -.53 cu.yd. (.001% of Inflow Volume) S /N: 021701D06A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 Date: 03/01/2002 Appendix A Index of Starting Page Numbers for ID Names - - - -- A ----- Albemarle ... 3.01, 3.02 - - - -- 0 - - - -- OUTFALL A....2... 6.01, 6.11, 6.21, 6.31 OUTLET... 8.01, 8.04, 8.15 - - - -- P ----- POND ... 7.01, 9.01 POND IN A....2... 9.03, 9.10, 9.17, 9.24, 9.32, 9.33, 9.34, 9.35 POSTDEVELOPED... 4.01 - - - -- W ----- Watershed ... 1.01, 2.01, 2.02, 2.03, 2.04, 2.05 S /N: 0217O1DO6A87 McKee Carson PondPack Ver. 7.5 (765) Compute Time: 16:54:18 A -1 Date: 03/01/2002 Table of Contents Table of Contents i * * * * * * * * * * * * * ** NETWORK SUMMARIES (DETAILED) * * * * * * * * * * * * * ** Watershed....... Pre..2 Executive Summary (Nodes) .......... 1.01 Watershed....... Pre.10 Executive Summary (Nodes) .......... 1.02 Watershed....... Pre.25 Executive Summary (Nodes) .......... 1.03 Watershed....... Pre100 Executive Summary (Nodes) .......... 1.04 * * * * * * * * * * * * * * * * * * * * ** CN CALCULATIONS * * * * * * * * * * * * * * * * * * * ** PREDEVELOPED.... Runoff CN -Area ..................... 2.01 * * * * * * * * * * * * * * * * * * * * * ** POND VOLUMES * * * * * * * * * * * * * * * * * * * * * ** POND............ Vol: Elev -Area ..................... 3.01 * * * * * * * * * * * * * * * * * * ** OUTLET STRUCTURES * * * * * * * * * * * * * * * * * * * ** OUTLET.......... Outlet Input Data .................. 4.01 Individual Outlet Curves ........... 4.04 Composite Rating Curve ............. 4.15 * * * * * * * * * * * * * * * * * * * * * ** POND ROUTING * * * * * * * * * * * * * * * * * * * * * ** POND............ Pond E -V -Q Table ................... 5.01 SIN: 021701D06A87 McKee Carson PondPack Ver: 7.5 (765) Compute Time: Date: Type.... Executive Summary (Nodes) Page 1.01 Name.... Watershed Event: 2 yr File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW Storm... TypeII 24hr Tag: Pre..2 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = ALBCO.RNQ Albemarle Storm Tag Name Description: 2 -year Data Type, File, ID Storm Frequency Total Rainfall Depth Duration Multiplier Resulting Duration Resulting Start Time Pre. .2 Synthetic Storm SCSTYPES.RNF TypeII 24hr 2 yr 4.0000 in 1 1440.00 min .00 min Step= 6.00 min End= 1440.00 min HYG Vol Qpeak Qpeak Max WSEL Node ID Type cu.yd. Trun. min cfs ft ----------- - - - Outfall OUTFALL - -- - - -- JCT ---- - - - - -- -- --- 12831.34 - - - - -- 756.00 -- - - - - -- 25.11 --- - - - - -- POND IN POND 12882.09 729.00 90.01 POND OUT POND 12831.34 756.00 25.11 402.06 PREDEVELOPED AREA 12882.09 729.00 90.01 SIN: 021701D06A87 McKee Carson❑ PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Executive Summary (Nodes) Page 1.02 Name.... Watershed Event: 10 yr File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW Storm... TypeII 24hr Tag: Pre.10 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = ALBCO.RNQ Albemarle Storm Tag Name Description: 10yr Data Type, File, ID Storm Frequency Total Rainfall Depth Duration Multiplier Resulting Duration Resulting Start Time Pre. 10 Synthetic Storm SCSTYPES.RNF TypeII 24hr 10 yr 6.0000 in 1 1440.00 min .00 min Step= 6.00 min End= 1440.00 min Node ID Type Outfall OUTFALL JCT POND IN POND POND OUT POND PREDEVELOPED AREA HYG Vol Qpeak cu.yd. Trun. min ---- - - - - -- -- --- 22725.19 - - - - -- 753.00 22799.41 729.00 22725.20 753.00 22799.41 729.00 SIN: 021701D06A87 McKee CarsonL PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Qpeak Max WSEL cfs ft -- - - - - -- 49.60 --- - - - - -- 157.27 49.60 403.50 157.27 Date: 03 -01 -2002 Type.... Executive Summary (Nodes) Page 1.03 Name.... Watershed Event: 25 yr File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW Storm... TypeII 24hr Tag: Pre.25 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = ALBCO.RNQ Albemarle Storm Tag Name = Description: 25 -year Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier = Resulting Duration = Resulting Start Time= Pre. 25 ------------------------------------------- Synthetic Storm SCSTYPES.RNF TypeII 24hr 25 yr 7.0000 in 1 1440.00 min .00 min Step= 6.00 min End= 1440.00 min Node ID Type Outfall OUTFALL JCT POND IN POND POND OUT POND PREDEVELOPED AREA HYG Vol Qpeak cu.yd. Trun. min ---- - - - - -- -- --- 27839.35 - - - - -- 752.00 27925.03 729.00 27839.35 752.00 27925.02 729.00 SIN: 021701D06A87 McKee Carson❑ PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Qpeak Max WSEL cfs ft -- - - - - -- --- - - - - -- 74.85 191.15 74.85 404.02 191.15 Date: 03 -01 -2002 Type.... Executive Summary (Nodes) Page 1.04 Name.... Watershed Event: 100 yr File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW Storm... TypeII 24hr Tag: Pre100 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank =None; L =Left; R =Rt; LR =Left & Rt) DEFAULT Design Storm File,ID = ALBCO.RNQ Albemarle Storm Tag Name = Description: 100 -year --------------- - - - - -- Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier = Resulting Duration = Resulting Start Time= Pre100 ------------------------------------------- Synthetic Storm SCSTYPES.RNF TypeII 24hr 100 yr 8.5000 in 1 1440.00 min .00 min Step= 6.00 min End= 1440.00 min Node ID Type Outfall OUTFALL JCT POND IN POND POND OUT POND PREDEVELOPED AREA HYG Vol Qpeak cu.yd. Trun. min ---- - - - - -- -- --- 35625.92 - - - - -- 751.00 35728.44 729.00 35625.93 751.00 35728.43 729.00 SIN: 021701D06A87 McKee Carson[] PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Qpeak Max WSEL cfs ft 81.27 241.86 81.27 405.20 241.86 Date: 03 -01 -2002 Type.... Runoff CN -Area Name.... PREDEVELOPED Page 2.01 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW Title... predeveloped RUNOFF CURVE NUMBER DATA ........................................... ............................... ........................................... ............................... predeveloped SIN: 021701D06A87 McKee CarsonC PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Impervious Area Adjustment Adjusted Soil /Surface Description CN acres %C %UC CN Fifth Street 98 5.000 98.00 Wachovia Bank(soil C 90 21.700 90.00 Pond 100 .310 100.00 Brush,weed,grass(fair,soil C) 65 8.200 65.00 Woods (fair,soil C) 73 5.200 73.00 COMPOSITE AREA & WEIGHTED CN - - -> ............................................ ............................................ 40.410 ............................... ............................... 83.81 (84) SIN: 021701D06A87 McKee CarsonC PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Vol: Elev -Area Name.... POND Page 3.01 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW Title... EXISTING POND Elevation Planimeter Area Al +A2 +sgr(A1 *A2) Volume Volume Sum (ft) ------------------------------------------------------------------------ (sq.in) (sq.ft) (sq.ft) (cu.yd.) (cu.yd.) 388.50 0 0 .00 .00 390.00 - - - -- 13840 13840 256.30 256.30 395.00 22600 54126 3341.09 3597.39 397.30 28540 76537 2173.26 5770.65 398.00 38450 100117 865.22 6635.87 399.00 - - - -- 53040 136650 1687.03 8322.90 400.00 - - - -- 65850 177989 2197.39 10520.29 401.00 - - - -- 71910 206573 2550.29 13070.58 402.00 - - - -- 77050 223396 2757.97 15828.55 403.00 77185 231353 2856.20 18684.76 404.00 - - - -- 81650 238221 2941.00 21625.76 405.00 91225 259180 3199.75 24825.51 406.00 96354 281333 3473.25 28298.76 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 -EL1) * (Areal + Area2 + sq.rt.(Areal *Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 SIN: 021701D06A87 McKee CarsonEl PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Outlet Input Data Name.... OUTLET Page 4.01 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 388.50 ft Increment = .50 ft Max. Elev.= 406.00 ft Spot Elevations, ft 396.50 400.01 403.00 404.50 406.00 *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OUTLET CONNECTIVITY *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** - - -> Forward Flow Only (UpStream to DnStream) < - -- Reverse Flow Only (DnStream to UpStream) < - - - > Forward and Reverse Both Allowed Structure No. Weir- Rectangular es Stand Pipe sl Orifice - Circular or Culvert - Circular cl TW SETUP, DS Channel Outfall - -- E1, ft --- - - - - -- - - - - ---> TW 404.500 - - -> cl 403.000 - - -> cl 400.000 - - -> TW 388.500 E2, ft 406.000 406.000 406.000 406.000 SIN: 021701D06A87 McKee CarsonLJ PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Outlet Input Data Name.... OUTLET Page 4.02 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID Structure Type -------- - - - - -- # of Openings Crest Elev. Weir Length Weir Coeff. es Weir- Rectangular ---------------- 1 404.50 ft 10.00 ft 2.700000 Weir TW effects (Use adjustment equation) Structure ID = sl Structure Type = Stand Pipe # of Openings = 1 Invert Elev. = 403.00 ft Diameter = 4.0000 ft Orifice Area = 12.5664 sq.ft Orifice Coeff. _ .600 Weir Length = 12.57 ft Weir Coeff. = 2.700 K, Submerged = .000 K, Reverse = 1.000 Kb,Barrel = .000000 (per ft of full flow) Barrel Length = .00 ft Mannings n = .0000 Structure ID = or Structure Type = Orifice - Circular ------------------------------------ # of Openings = 2 Invert Elev. = 400.00 ft Diameter = 1.7500 ft Orifice Coeff. _ .600 SIN: 021701D06A87 McKee Carson PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Outlet Input Data Name.... OUTLET Page 4.03 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW OUTLET STRUCTURE INPUT DATA Structure ID = cl Equation form = Structure Type ------------------------------------ = Culvert - Circular No. Barrels = 1 2.0000 Barrel Diameter = 2.5000 ft Upstream Invert = 388.50 ft Dnstream Invert = 386.50 ft Horiz. Length = 78.00 ft Barrel Length = 78.03 ft Barrel Slope = .02564 ft /ft OUTLET CONTROL DATA... Mannings n = .0130 Ke = .5000 Kb = .009217 Kr = .5000 HW Convergence = .001 INLET CONTROL DATA... Equation form = 1 Inlet Control K = .0045 Inlet Control M = 2.0000 Inlet Control c = .03170 Inlet Control Y = .6900 T1 ratio (HW /D) = 1.082 T2 ratio (HW /D) = 1.184 Slope Factor = -.500 (forward entrance loss) (per ft of full flow) (reverse entrance loss) +/- ft Use unsubmerged inlet control Form 1 equ. below T1 elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev = 391.21 ft - - -> Flow = 27.16 cfs At T2 Elev = 391.46 ft - - -> Flow = 31.05 cfs Structure ID = TW Structure Type = TW SETUP, DS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs SIN: 021701D06A87 McKee Carsonrl PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Name.... OUTLET Page 4.04 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = es (Weir- Rectangular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q WS Elev. Q ft cfs -- - - - - -- 388.50 - - - - - -- .00 389.00 .00 389.50 .00 390.00 .00 390.50 .00 391.00 .00 391.50 .00 392.00 .00 392.50 .00 393.00 .00 393.50 .00 394.00 .00 394.50 .00 395.00 .00 395.50 .00 396.00 .00 396.50 .00 397.00 .00 397.50 .00 398.00 .00 398.50 .00 399.00 .00 399.50 .00 400.00 .00 400.01 .00 400.50 .00 401.00 .00 401.50 .00 402.00 .00 402.50 .00 403.00 .00 403.50 .00 404.00 .00 404.50 .00 Tail Water TW Elev Converge ft + / -ft Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall SIN: 021701D06A87 McKee Carsonl Notes Computation Messages WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an WS below an invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; invert; no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. no flow. PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Name.... OUTLET Page 4.05 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = es (Weir- Rectangular) Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q ---------------- WS Elev. Q ft cfs -- - - - - -- - - - - - -- 405.00 9.55 405.50 27.00 406.00 49.60 Tail Water --------- - - - - -- TW Elev Converge ft + / -ft Free Outfall Free Outfall Free Outfall Notes -------------------- - - - - -- Computation Messages -------------------------- H=.50; Htw =.00; Qfree =9.55; H =1.00; Htw =.00; Qfree= 27.00; H =1.50; Htw =.00; Qfree= 49.60; SIN: 021701D06A87 McKee Carson❑ PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Page 4.06 Name.... OUTLET File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = sl (Stand Pipe) Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert- Circular) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - 388.50 -- -- - - - - -- .00 - - - - - -- ... -- - - - - -- ... - - - - - -- ... - - - - -- - - - - -- ... ... - - - - - Free -- - - - - - -- Outfall WS below an invert; no flow. 389.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 389.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 390.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 390.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 391.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 391.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 392.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 392.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 393.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 393.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 394.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 394.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 395.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 395.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 396.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 396.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 397.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. SIN: 021701D06A87 McKee CarsonE PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Name.... OUTLET Page 4.07 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE SIN: 021701D06A87 McKee Carsonl Structure ID = sl (Stand Pipe) Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert - Circular) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - 397.50 -- -- - - - - -- .00 - - - - - -- ... -- - - - - -- ... - - - - - -- ... - - - - -- - - ... - - -- ... - - - - Free - -- - - - - - -- Outfall WS below an invert; no flow. 398.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 398.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 399.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 399.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 400.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 400.01 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 400.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 401.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 401.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 402.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 402.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 403.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 403.50 12.00 403.50 Free 393.42 .000 .000 Free Outfall Weir: H =.50 404.00 33.93 404.00 Free 397.57 .000 .000 Free Outfall Weir: H =1.00 404.50 62.33 404.50 Free 392.86 .000 .000 Free Outfall Weir: H =1.50 405.00 85.53 405.00 Free 393.13 .000 .000 Free Outfall Orifice: H =2.00 405.50 107.38 405.50 405.50 405.50 .000 .000 Free Outfall DS HGL +Loss > crest: Flow set to Downstream outlet. SIN: 021701D06A87 McKee Carsonl PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Name.... OUTLET Page 4.08 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = sl (Stand Pipe) Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert- Circular) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - -- -- - - - - -- - - - - - -- -- - - - - -- - - - - - -- - - - - -- - - - - -- - - - - - -- - - - - - -- 406.00 109.00 406.00 406.00 406.00 .000 .000 Free Outfall DS HGL +Loss > crest: Flow set to Downstream outlet. SIN: 021701D06A87 McKee Carson❑ PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Page 4.09 Name.... OUTLET File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = or (Orifice- Circular) Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert- Circular) NUMBER OF OPENINGS = 2 EACH FLOW = SUM OF OPENINGS x FLOW FOR ONE OPENING Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - 388.50 -- -- - - - - -- .00 - - - - - -- ... -- - - - - -- ... - - - - - -- ... - - - - -- - - - - -- ... ... - - - - Free - -- - - - - - -- Outfall WS below an invert; no flow. 389.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 389.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 390.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 390.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 391.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 391.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 392.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 392.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 393.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 393.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 394.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 394.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 395.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 395.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 396.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 396.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. SIN: 021701D06A87 McKee Carson - PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Name.... OUTLET Page 4.10 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = or (Orifice- Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert- Circular) NUMBER OF OPENINGS = 2 EACH FLOW = SUM OF OPENINGS x FLOW FOR ONE OPENING Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - -- 397.00 -- - - - - -- .00 - - - - - -- -- ... - - - - -- ... - - - - - -- - - ... - - -- ... - - - - -- ... - - - - Free - -- - - - - - -- Outfall WS below an invert; no flow. 397.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 398.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 398.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 399.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 399.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 400.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 400.01 .00 400.01 Free 388.51 .000 .000 Free Outfall RELAXED CONVERGENCE: HW +/- 999999.00Oft; Q + /- .0001cfs 400.50 2.15 400.50 Free 389.23 .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .130ft Dcr= .371ft CRIT.DEPTH 401.00 7.91 401.00 Free 389.95 .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .273ft Dcr= .726ft CRIT.DEPTH 401.50 16.20 401.50 Free 390.68 .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .443ft Dcr= 1.056ft CRIT.DEPTH 402.00 24.56 402.00 Free 391.32 .000 .000 Free Outfall H =1.13 402.50 29.51 402.50 Free 391.69 .000 .000 Free Outfall H =1.63 403.00 33.75 403.00 Free 392.01 .000 .000 Free Outfall H =2.13 403.50 37.51 403.50 Free 393.42 .000 .000 Free Outfall H =2.63 404.00 40.93 404.00 Free 397.57 .000 .000 Free Outfall H =3.13 404.50 44.08 404.50 Free 392.86 .000 .000 Free Outfall H =3.63 SIN: 021701D06A87 McKee Carson) PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Name.... OUTLET Page 4.11 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = or (Orifice- Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = cl (Culvert- Circular) NUMBER OF OPENINGS = 2 EACH FLOW = SUM OF OPENINGS x FLOW FOR ONE OPENING Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft 405.00 47.02 405.00 Free 393.13 .000 .000 Free Outfall H =4.13 405.50 .00 405.50 405.50 405.50 .000 .000 Free Outfall Full riser flow. Q =0 this opening. 406.00 .00 406.00 406.00 406.00 .000 .000 Free Outfall Full riser flow. Q =0 this opening. SIN: 021701D06A87 McKee Carson[] PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Page 4.12 Name.... OUTLET File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = cl (Culvert- Circular) Mannings open channel maximum capacity: 70.65 cfs UPstream ID's= sl, or DNstream ID = TW (Pond Outfall) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft 388.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 389.00 .00 388.50 Free Free .000 .000 Free Outfall 389.50 .00 388.50 Free Free .000 .000 Free Outfall 390.00 .00 388.50 Free Free .000 .000 Free Outfall 390.50 .00 388.50 Free Free .000 .000 Free Outfall 391.00 .00 388.50 Free Free .000 .000 Free Outfall 391.50 .00 388.50 Free Free .000 .000 Free Outfall 392.00 .00 388.50 Free Free .000 .000 Free Outfall 392.50 .00 388.50 Free Free .000 .000 Free Outfall 393.00 .00 388.50 Free Free .000 .000 Free Outfall 393.50 .00 388.50 Free Free .000 .000 Free Outfall 394.00 .00 388.50 Free Free .000 .000 Free Outfall 394.50 .00 388.50 Free Free .000 .000 Free Outfall 395.00 .00 388.50 Free Free .000 .000 Free Outfall 395.50 .00 388.50 Free Free .000 .000 Free Outfall 396.00 .00 388.50 Free Free .000 .000 Free Outfall 396.50 .00 388.50 Free Free .000 .000 Free Outfall 397.00 .00 388.50 Free Free .000 .000 Free Outfall SIN: 021701D06A87 McKee Carson[ PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Page 4.13 Name.... OUTLET File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = cl (Culvert - Circular) -------------------------------------- Mannings open channel maximum capacity: 70.65 cfs UPstream ID's= sl, or DNstream ID = TW (Pond Outfall) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - -- 397.50 -- - - - - -- .00 - - - - - -- -- 388.50 - - - - -- Free - - - - - -- - - - Free - -- - .000 - - - -- - .000 - - - - -- - - - - - -- Free Outfall 398.00 .00 388.50 Free Free .000 .000 Free Outfall 398.50 .00 388.50 Free Free .000 .000 Free Outfall 399.00 .00 388.50 Free Free .000 .000 Free Outfall 399.50 .00 388.50 Free Free .000 .000 Free Outfall 400.00 .00 388.50 Free Free .000 .000 Free Outfall 400.01 .00 388.51 Free Free .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .003ft Dcr= .010ft CRIT.DEPTH 400.50 2.15 389.23 Free Free .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .167ft Dcr= .478ft CRIT.DEPTH 401.00 7.91 389.95 Free Free .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .346ft Dcr= .935ft CRIT.DEPTH 401.50 16.20 390.68 Free Free .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .548ft Dcr= 1.360ft CRIT.DEPTH 402.00 24.56 391.32 Free Free .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .753ft Dcr= 1.688ft CRIT.DEPTH 402.50 29.51 391.69 Free Free .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .890ft Dcr= 1.852ft CRIT.DEPTH 403.00 33.75 392.01 Free Free .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= 1.022ft Dcr= 1.976ft CRIT.DEPTH 403.50 49.51 393.42 Free Free .000 .000 Free Outfall INLET CONTROL... Submerged: HW =4.92 404.00 74.86 397.57 Free Free .000 .000 Free Outfall INLET CONTROL... Submerged: HW =9.07 404.50 44.08 392.86 Free Free .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= 1.433ft Dcr= 2.210ft CRIT.DEPTH 405.00 47.02 393.13 Free Free .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= 1.579ft Dcr= 2.258ft CRIT.DEPTH 405.50 107.38 405.50 Free Free .000 .000 Free Outfall FULL FLOW ... Lfull= 77.94ft Vh= 7.437ft HL= 16.498ft SIN: 021701D06A87 McKee Carson'] PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Individual Outlet Curves Name.... OUTLET Page 4.14 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = cl (Culvert - Circular) Mannings open channel maximum capacity: 70.65 cfs UPstream ID's= sl, or DNstream ID = TW (Pond Outfall) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft + / -ft + / -cfs ft + / -ft -- - - - - -- 406.00 -- - - - - -- 109.00 - - - - - -- 406.00 -- - - - - -- Free - - - - - -- Free - - - - -- - - .000 - - -- .000 - - - - - -- - - - - - -- Free Outfall FULL FLOW ... Lfull= 77.94ft Vh= 7.662ft HL= 16.998ft SIN: 021701D06A87 McKee CarsonC PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Composite Rating Curve Name.... OUTLET Page 4.15 File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW * * * ** COMPOSITE OUTFLOW SUMMARY * * ** WS Elev, Total Q Notes ---------- - - - - -- -- - - - - -- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft + / -ft Contributing Structures -- - - - - -- 388.50 - - - - - -- .00 -- - - - - Free -- - - - -- Outfall -------------------------- (no Q: es,sl,or,cl) 389.00 .00 Free Outfall (no Q: es,sl,or,cl) 389.50 .00 Free Outfall (no Q: es,sl,or,cl) 390.00 .00 Free Outfall (no Q: es,sl,or,cl) 390.50 .00 Free Outfall (no Q: es,sl,or,cl) 391.00 .00 Free Outfall (no Q: es,sl,or,cl) 391.50 .00 Free Outfall (no Q: es,sl,or,cl) 392.00 .00 Free Outfall (no Q: es,sl,or,cl) 392.50 .00 Free Outfall (no Q: es,sl,or,cl) 393.00 .00 Free Outfall (no Q: es,sl,or,cl) 393.50 .00 Free Outfall (no Q: es,sl,or,cl) 394.00 .00 Free Outfall (no Q: es,sl,or,cl) 394.50 .00 Free Outfall (no Q: es,sl,or,cl) 395.00 .00 Free Outfall (no Q: es,sl,or,cl) 395.50 .00 Free Outfall (no Q: es,sl,or,cl) 396.00 .00 Free Outfall (no Q: es,sl,or,cl) 396.50 .00 Free Outfall (no Q: es,sl,or,cl) 397.00 .00 Free Outfall (no Q: es,sl,or,cl) 397.50 .00 Free Outfall (no Q: es,sl,or,cl) 398.00 .00 Free Outfall (no Q: es,sl,or,cl) 398.50 .00 Free Outfall (no Q: es,sl,or,cl) 399.00 .00 Free Outfall (no Q: es,sl,or,cl) 399.50 .00 Free Outfall (no Q: es,sl,or,cl) 400.00 .00 Free Outfall (no Q: es,sl,or,cl) 400.01 .00 Free Outfall or,cl (no Q: es,sl) 400.50 2.15 Free Outfall or,cl (no Q: es,si) 401.00 7.91 Free Outfall or,cl (no Q: es,sl) 401.50 16.20 Free Outfall or,cl (no Q: es,sl) 402.00 24.56 Free Outfall or,cl (no Q: es,sl) 402.50 29.51 Free Outfall or,cl (no Q: es,sl) 403.00 33.75 Free Outfall or,cl (no Q: es,sl) 403.50 49.51 Free Outfall sl,or,cl (no Q: es) 404.00 74.86 Free Outfall sl,or,cl (no Q: es) 404.50 44.08 Free Outfall or,cl (no Q: es,sl) 405.00 47.02 Free Outfall or,cl (no Q: es,sl) 405.50 134.38 Free Outfall es,sl,cl (no Q: or) 406.00 158.60 Free Outfall es,sl,cl (no Q: or) SIN: 021701D06A87 McKee Carson PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Pond E -V -Q Table Page 5.01 Name.... POND File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = E: \PROJECT- FILES \0110 - STERLING UNIVERSITY HOUSING \0110 DESIGN\ Inflow HYG file = PREDEV.HYG - POND IN Pre..2 Outflow HYG file = PREDEV.HYG - POND OUT Pre..2 Pond Node Data = POND Pond Volume Data = POND Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 400.00 ft Starting Volume = 10520.29 cu.yd. Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = 1.00 min Elevation Outflow Storage Area Infilt. Q Total 2S /t + 0 ft cfs cu.yd. sq.ft cfs cfs cfs 388.50 .00 .00 0 .00 .00 .00 389.00 .00 9.49 1538 .00 .00 8.54 389.50 .00 75.94 6151 .00 .00 68.35 390.00 .00 256.30 13840 .00 .00 230.67 390.50 .00 519.78 14620 .00 .00 467.80 391.00 .00 797.90 15421 .00 .00 718.11 391.50 .00 1091.06 16244 .00 .00 981.95 392.00 .00 1399.65 17088 .00 .00 1259.68 392.50 .00 1724.07 17953 .00 .00 1551.66 393.00 .00 2064.70 18840 .00 .00 1858.23 393.50 .00 2421.96 19748 .00 .00 2179.76 394.00 .00 2796.23 20677 .00 .00 2516.60 394.50 .00 3187.91 21628 .00 .00 2869.11 395.00 .00 3597.39 22600 .00 .00 3237.64 395.50 .00 4027.27 23832 .00 .00 3624.53 396.00 .00 4480.27 25098 .00 .00 4032.24 396.50 .00 4957.01 26395 .00 .00 4461.30 397.00 .00 5458.08 27726 .00 .00 4912.27 397.50 .00 5991.93 31221 .00 .00 5392.72 398.00 .00 6635.87 38450 .00 .00 5972.27 398.50 .00 7411.84 45452 .00 .00 6670.64 399.00 .00 8322.90 53040 .00 .00 7490.60 399.50 .00 9362.29 59272 .00 .00 8426.05 SIN: 021701D06A87 McKee CarsonC PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Type.... Pond E -V -Q Table Page 5.02 Name.... POND File.... E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN \02 - 28PREDEV.PPW LEVEL POOL ROUTING DATA HYG Dir = E: \PROJECT- FILES \0110- STERLING UNIVERSITY HOUSING \0110 DESIGN\ Inflow HYG file = PREDEV.HYG - POND IN Pre..2 Outflow HYG file = PREDEV.HYG - POND OUT Pre..2 Pond Node Data = POND Pond Volume Data = POND Pond Outlet Data = OUTLET No Infiltration INITIAL CONDITIONS Starting WS Elev = 400.00 ft Starting Volume = 10520.29 cu.yd. Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = 1.00 min Elevation Outflow Storage Area Infilt. Q Total 2S /t + 0 ft cfs cu.yd. sq.ft cfs cfs cfs 400.00 .00 10520.29 65850 .00 .00 9468.25 400.01 .00 10544.72 65909 .00 .00 9490.23 400.50 2.15 11767.38 68847 .00 2.15 10592.77 401.00 7.91 13070.58 71910 .00 7.91 11771.41 401.50 16.20 14425.77 74458 .00 16.20 12999.37 402.00 24.56 15828.55 77050 .00 24.56 14270.23 402.50 29.51 17256.03 77117 .00 29.51 15559.91 403.00 33.75 18684.76 77185 .00 33.75 16850.00 403.50 49.51 20134.59 79402 .00 49.51 18170.60 404.00 74.86 21625.76 81650 .00 74.86 19538.00 404.50 44.08 23181.31 86371 .00 44.08 20907.22 405.00 47.02 24825.51 91225 .00 47.02 22389.94 405.50 134.38 26538.39 93772 .00 134.38 24018.89 406.00 158.60 28298.76 96354 .00 158.60 25627.44 SIN: 021701D06A87 McKee CarsonU PondPack Ver: 7.5 (765) Compute Time: 09:58:11 Date: 03 -01 -2002 Appendix A Index of Starting Page Numbers for ID Names - - - -- O ----- OUTLET ... 4.01, 4.04, 4.15 - - - -- P ----- POND ... 3.01, 5.01 PREDEVELOPED... 2.01, 1.01, 1.02, 1.03, 1.04 SIN: 021701D06A87 McKee Carson PondPack Ver: 7.5 (765) Compute Time: Date: A -1