Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
01. permit application castlegate II
r co 00 ;� rn (n � w J n> w N O O �/% O S n D Oo=i v w y r (D _° w M o Co O mmfM (D w r ��. Cl) -0 DmommwDDomCn c=n�co00)--j0a3ooZ m Co Z m o m ,fin -0w C) (D o'°3me. a•'O-oml2o.c(0i�3m°'n(Dmmm��0 O � � m O m ti� �m lk ° m oo CD �mm'm3wowo3� oS.moa�oo=s -n (D < a -n o� G) em o'6 m �� 5? m w 0 in °- w a c p �"m � m �-o w,� v �-�O O CO �• � 0 0 D iy a m o ow�°-,c°,m00CDoo°allo �^mm°D30 3� Cl) M < �'� 3 C ° r ° -A- F '� - 3°o S O z wo am ao.Ovoo�mo°c.0m�o- m3 .(D�,(p=0 �'�� Rt w (p m Cnm ow�oovw3�°mDmom po < D� <° r (D 3 - c N m n � o< o m_ m•� °° m o N m F° U 0)0 3 0 o x m o _.4 O� < v n \\ 0 CD��o m(nm°� �D�o CD(DD < m3 o0�nc o -�i T me aCLD CD m ° <v(DCD io.c3�2Nm 30 CD ° �< n � � � n O 1. �v�•w w ID °�"O CD (Di < CD ° v3 0 _..Q� m w�'(D �'(Da. .gyp E Z C�� < -I'I w 0 0 0 0 'a 0 0 (D CL cn '30 p- �• .nNw w (0 C_n (D n = °- c cn w v/ = m N N �i� m o° O ° S (D (D (D 0) fn c ° CD Dl � '� ,� ' D .A O O fn O_ d Q O (n 0 N 3 (D 0 � (D (D __ �, ° N (D w � -1 � a 3 $ a o w m �°-. m a d °-^. CD CD Z n (D �. c. v: c (D 0 (� N (D: f11.0 c� c 3�(D oP-0)0 3o oo.o 0 oo'tD w < ��. o n 0 3 (D T •0 T.o o CD o < c cv (0 00 m a wo m o c 0 o a ° 0 0. 3 nm 0< o (0i m m C m w 5. (D (D 0 CD CD w �' o w 0 m =, o. (� N (�' o- m r ((DD ` ° 0 �; C)m o 5 N m CD (D o.a (D = ��-',N a. w am Gi MM 0 w N d µ n 3o 3c0 0 0° 0 w (Dm 0 (D 0 m 3 m nCn-i� o o(D c o° 0(D 0 =_ c o o_ (D ° — (-D (o w 3 1 ° (DD C,) a w a RD 3 3 a rt m 3 o m m w �.0 (D m (o r C0�OZ o (o'O� o�-o °-n� (D c •_-� 01 > > p v'i T 0 < O Cn �D�,V 0 m my 0 ° CD v s0 m w N0 m c m O D G� -1 r m v G7 (D< v (0n o m _ .� o O 5 n a 'p v j. n 3 (D -Z-I 0 -° D ((DD m Cl) r o c << c w a m o (D a a. 3 m Z D -i 0 w w m w� o Cn� m w >> °- Y 0 (o y '(ten O D -i \ m 50 a) m D3i ti(D° m D M.0 °-o a o_�� m oo n� n m O A -�0 \\\o (1m'� o NwNw 0) �•(D CD(D.� -3o-�w(D :,o0� w �0N O w (D Co . Cn ZND o -o e a (� a CD o p (�D o s (° 0 y A N y oa v ((Dim0 �0"d%oCDmmg°.CnN c oMa - O Z n -<'� c v < w °p m °c 0 p _. w v m o Z n 0 ° V w C a (0n m w w m °n o ,Cn_ 3 c m -i O D w Oa��-0- 0�m-3�cD 3 y �m -° /dy\� °1 W(D o 3' c m o o- 0) c 0� o- 3 N in o c D CD a Q Q o 0 0 5. 3 `•< D . O C N 0 (D -0 (D 0 (D O_ 5 `< _.(D 3 w 0 0 N O C = N (D c w C (D fn N (D (p " (D m 'O /D -0 0 T O 0 O io ID O p _ O =h d ID w m « O_ 0 3 N -^ = x• (gyp (D 6 - O . 3 p_ w ri "D K 0 (D p (n 0 3 C m S 0 m CD z c m b 0 w i. T m a n N X X N z C v O w O N O v 0 CD A D m 0 � 3 = 0 m `D O c O Q N A m m m z c� Z m m A 6 Z 0 A D O Z T X z c m 3 3 m r m m m O 3 � o A n •2` 0 m �4 uw r m m N y V �o O N o v 0 CD �! ❑ ❑X � m ryr m T y� T O �n C m 0 0 L W N m-op0 -Im -o -1 :O S� 0.m m c c —J'm m m 7 ' m a 0 w O �f2T1 Z j 04Do 0 `G 3 m Z ?. D2. w v�O °-��%a0os mZC (D o — w mm4'm3�CD o. >CDDNa��0 ET<sm� �cDi(nn° J D:E °7 N Zmct<�ymv8^ m 0 N m 3 C J m� onp�vo2CD X0a3'< ai N.m CD as D m 0 o f o �zi/IO0 o J 7 �v9 CD Dn CD DW = mm� M° J 0 m Gamma 0.)CD N Cl)'O O w J 03: .P w m c ZD _f=ma --19 0 D>�m OX ° O�w w A � y a3 ro � mv0MwnCD m' a) 0 3. 0-I0 0DR m �'((^^m(p -1 D 0 ° O 0 (D CD co O_ a > w n mz F�c �a ' i(n - mDo vm ED v ° m (D a OT m m o Q. a. 0) (D to '� -•m_ A v wm 6 m m n , { v? o v m 6 Z Z D 0) m 3 °. 3. o O Z D w m (Dy J v 00J m Z CD 0 CD a o p N D ° N mm w a 3 � O v D J CO a o o m O o O m o 2 In m 5 m a a Z Z O m m <' m v Cl) CD nDo w m v D W N a to w V O) Ol A W N -+ D-I-0 o AAw 00 �nw m D a�,0 O�O.�,-iZ (Ojm2?� (DCC m�Z`n. S. w (CD 0O M B c m 3 5:m m J'o vm _yca�m�o0) .c 9(m o-om c-0DDDDD1-omono m0 c m �:.w J ^'o 0-0M °'m 3 ui w .�•p w O FCD OA m 6 CD DO CD •(p.m ? C aDJD w am (°ten i,m �.3•°1 v mJ0 >nB cl) =�°2 (00<53�a:E m D C n N m m J ° ° < O m--. 0 w x w° Q F Z L7m rs° =�N arm cwi CD N �6_ �<v Xm a I m o m v o o D 1 r. O 0 m m 0 3 m 3 J 0� 0 o c n c< vmw =CD = ayS`Z m'i'v'O'' 5 m N m v.N. 0 w A O� v o� m y m N 3< a m >» 0 c° c m RD m zm� ov`z=-03'a8 w�C D m yam am m C Dva0 °amoo`<m<(oo5� (� N�o=�oc�J_ vmCID (D 0� = oocmma `Z F09L (0D d A m w —d. v o 00 m o-� c m m y�o a a:3 S•( oCL = c v m ao oa DDDI Tam ° N (D Q. m n 0. n w 'n �+ m . o; 3 O{mm o. �� vmooc3 C <a- victim Dvm �aom (D 0CD 0. D0 =m�v; "'I (D O, Cn w J O' C. J m N m N (° w (/i ti c D �" D # w m w J m� m w m m m J N A 3= J w (D m m m m a -I r' m M°'x J' m °"' C ° 3 aN..7, am . J w w (D a w m J � m = m. m m 'O (01 a m= 0 N < m m (° Cam! 3 m j m v n� O° 0 0 J W 0) �. m wQ. 2-1 a nm •w CD 0-3 m a m .o m m w9 av 7v,ny c>>�oa Dm m �o m mm <3 omaw Dm �:,(�m° m °Oa NO m. A ON 'O a.0c 5•m o 0,m v �;m m ov n 3 m m> o s = m a w m 3= w K m N 0%o o m CD op 1 w j a CD N`OG z? 0 3 0 CD w° JamaDDDiD Co (o O y m OD �� J�w0 a•DmiQ.c^�' o 0 ocJcc Z . n m S a c (D a (D •w^ U 0EF N J O; � j a J O Z a C'L to m y(D O.0 N. j V n c (O �. N 0 omJ DCD oD3 0 5. O°o- m J o m m O N m a (D O fTl W O' N J 7 J y n CD J w D C CD m .'+ J TtfO W O J 'G m m m (n Dm (O V a N (Un m30- � m .mi :r N K O zZ me waC< �UCD o �i O -I a . J JD-DDI 'F. m 3 rn o- m m j m - S m LS o w O' 0 N OLD yam �' 'O F m S O C N CD �i 0 a m A D v� _ m m ' 3 O CLv ' M Cr m v = m CD D MCDm' O < a 0 a m CDCD io N a n m 0 o a; °-= _ EU)mom, m �oo0rmmm�00E'm 01 m m fn O =� °� m mm u, room �msN 00 CD CL CD -• x m mmmm� CD mmm� CD CD M m „ v0Q0 (D w y -o n m m a and �1 °� m $ -O�ow1 mmo< m m 3 �4 n yv 3 0mmm� '� ° c 3 CL �o o-0 o v Q°� m -n Nmn (p ((DD 3 N N Ma N w m O. 0 N O o •W o_Mu 4 o c m_ �° O D CD a m m°-i' - ?� O y mmmmmm�m 3m.?.v m u<i a -&' O M n > j 3.m o CD o v o 0 Z 0 n N o m '° m W W m o n EF o '�+ c �' r, s 0 (D Cr� m T� W� o vi .Ns � CICi 7L 0 o N< m m y S a V -a oc o m o$mc o�mv = fD M oo _ 'm m a to 3 s 3 ' 3 N o a. O c m 0 m m? o m 3. o O '* _ m 7 ,o. m C J° .Z m N 7 O �_ � ��F 0Q g 3 > CD CD CL momo °- m Z om '< 'N"' •fA' N 'O 7 .�.. cn ^' mmmm •• n (p f° N fD (p — pl CD CD CD m o o mlof m o°� yv .. m O < CDfD N p Q. N 0 m N o 0 ° M co o• O T 0 CD 3 mmml m a m a m o Om 0=CD m ° CD CL d ti o ° N �� y a N CD o= m M o m o m -p l`g CL N v a N m Q. 0 M o m �i m .p n 0 o N N co Mn o a m m a m2oQ m?$� ci ° 3 0 m m m 0°CL CDm m 0 - n V7 m a m 7 O N v Co 3. 3v' c any coC m O o- v a O D° m m c y a m O m o =M a m� a s fl;CD a 3 a oam o �mmmmhi m dCcn DM a m n 2 D ° 3am aO O N o0. N j O v < Na V mmo3 M m n a cl y ° y n _G `< °N CL CD $ O CDm m=`< ° S m y 0 m 7 a ' m m m < m m 0 v m m vp >mvvr m co — 3 m mmo— m =a J J C C (Do N m m J• �p �' d C�1 J 7 O (gyp• (D m m 3 3 (D U LCD p aCD Q o:� Q0 m m > > m' d Cl 0 C 3 N 0» y O c 0 ED0(D mm 0 Q 2 m N< a 2 Cl) N C 0 0 =m of m M CD 3i0d c V i 7 a CD m O. pWj i 0- C. O N Z O 2 N CL 42 `2 Q cr Q N a N n J O ➢ roil K O� c p �j m o Q. Q m �j O a) (D L 3 _ \ O O• S N O m N N O 0 G Ol �\ O N m (!i N O C (DS fp C.^.(Q 05 C =m m C CD O n (D N. < J Com fa m J m N (0 m J . m S N < y a j m a 0 (D CD c' O. 0 p. Q 0'1 N N n CD a a)0U ma °:0M � m m m (D - m ; (D » .J. O fTl o O fU m Qm � m (D m CMm v mN m o cma�h0O 0 N O v C j [1 u�i ai 2 m a m m cr m m `.' � (a w (D (D C J N (D < d (D @m C, m J T QO� mCD a�-� O 3 5N �CD 0 v Q .N p CD °m m° m y m 0 a Cum N n< N» C (D N (D .� O m j N» N m Q » O CL c W v v�2c%� 0g? cJ ? C NO C O. < O O CD Wm O O D 2 CD j (D m w (D 0 m 7 .�, `OG J Q CDN m N m 0' N m m 2 c J o o c y m c m N y s m J N `JG (Cr G CD N Q- O N m m m 7 °+ 3 ° O 3 0 N 3 .mJ. 3 fo m u CD_� 0 C 0 0 v J O Q N CD w m m' °' 0 5 3 F, m 3 2 m (D > (D N b b b b ro 0 o q� o P C N CRI �R My P [�7 n C� N N CD N W N N L V :O N O O O O''-O JO O OJ O O O O O F�+y OJ O OW O OW O O OF+ ,O N O\�D O NNc (0) O O O O O O ONO �D N 01 w NW) OVO AtN0) JA � O ...._....._._ �c�/-n O hi r1 T w w N O J 00 00 00 00 O o0 0o J oo w J O V O O Vi O AD UU b a C7 C7 y td Yr °c 4� 4� o 0 0 0 0 o 0 0 0 0 0 0 0 0 td � W w O �^' A OON P4 Q�i. W N w a ro Exhibit D Castlegate II Subdivision Drainage Area Lag Time Calculations The Lag Method L = t °'s (S+1) Te = 5/3*(L) (1900)Y°'s where: L = time lag, hours CN where: S = maximum retention where: L = time lag, hours C = hydraulic length, feet CN = Curve Number TC = time of concentration, hours S = maximum retention Y = slope, percent Pre-Develoument Conditions Area Length (I) Max Elev Min Elev Elev. Slope (Y) Lag Lag Tc Drainage Area CN S -- -- (ac) (sq mi) (feet) (feet) (feet) Change � (Ins) (min) (hrs) 100 59.44 0,09288 3930 336.0 298.0 85.5 38.0 0.97 1,69 0,803 48 1.339 101 16,08 0.02513 2135 334.0 302.0 86.7 32.0 1,50 1.54 0.380 23 0.634 102 5.59 0.00873 1004 327.0 312.0 87.0 15.0 1,49 1.49 0,206 12 0.343 110 12,26 0,01916 1115 342.0 327.0 79.0 15.0 1.35 2,66 0.308 18 0.514 111 -111--- 105.37 0.16464 ------- 3070 - -0 342.0 --- .0 30 308.0 79.7 34.0 1.11 2.55 -.._..._._.._..__..._. _.. 0.749 45 1.248 112 4,69 0,00733 1133 335.0 322.0 79.0 13.0 1.15 2.66 0.338 20 0.564 113 80.56 0.12588 3170 335.0 304.0 79.5 31.0 0.98 2.57 0,820 49 1.367 120 15.17 0.02370 748. 358.0 339.0 79.0 19.0 2.54 2.66 0.163 10 0,272 121 104.62 0.16347 5206 358.0 304.0 81.9 54.0 1.04 2.21 1,098 66 1.831 Reach 1 65 0,000 Reach 2 31 0.000 403.78 Post -Development Conditions Area Length (I) Max Elev Min Elev Elev. � Slope (Y) Lag Lag Tc CN _.._.._- (ac) (sq mi) (feet) (feet) (feet) Change % (hrs) (min) (bra) 200 59.44 0.09288 3930 336.0 298.0 85.5 38.0 0.97 1,69 0,803 48 1.339 201 16,08 0,02513 2135 334.0 302.0 86.7 32.0 1.50 1.53 0.380 23 0,633 202 5.59 0.00873 1004 327A 312.0 87.0 15.0 1.49 1,49 0,206 12 0.343 210 125.82 0,19659 3680 343.0 308.0 79.8 35.0 0,95 2.53 0.930 56 1,550 211 77.06 0.12041 3414 335.0 304.0 79.5 31.0 0.91 2.58 0,904 54 1.507 220 15,17 0,02370 748 358.0 339.0 79.0 19.0 2.54 2.66 0.163 10 0,272 221 104.62 0.16347 5206 358.0 304.0 81.9 54.0 1.04 2.21 1.098 66 1.831 Reach 3 42 0,000 Reach 4 31 0.000 0 m a O N W A C11 m V 3 O 00 O O O O O O O u� O � N W A CTi O O O O O O O O 0 0 *d 0rr�im0 0 CD O O CD OC S Ow3 mo ?03 �C W (D CD fD '"; O X o r c (G 7 00 . �(q C fD (p �G (D N II If II II II II II = N N w m W W S O cn CC0pOj MID O a O 3 3 CM G <D -IGDQ�2 woom G N N ? 3 u n n u n w i,00wrn N :*4 CO 0 000CPO O O cn ._Depth Q Area Vel00 TopWidth Energy (sgfl) (ftts) (ft) (ft) ... 0.25 1.300 1.00 1.30 4.00 0.28 0.50 3.677 2.00 1.84 4.00 0.55 0.75 6.755 3.00 2.25 4.00 0.83 1.00 10.40 4.00 2.60 4.00 1.11 1.25 14.53 5.00 .. 2.91 4.00 1.38 1.50 19.11 6.00 3.18 4.00 1.66.... 1.75 24.08 7.00 3.44 4.00 1.93 2.00 29.42 8.00 3.68 4.00 2.21 2.25 35.10 9.00 3.90 4.00 2.49 2.50 41.11 10.00 4.11 4.00 2.76 2.75 47.43 11.00 4.31 4.00 3.04 3.00 54.04 12.00 4.50 4.00 3.32 3.25 60.93. 13.00. 4.69 4.00.. 3.59 3.50 68.10 14.00 4.86 4.00 3.87 3.75. 75.52 15.00 5.03. 4.00 4.14.. 4.00 92.30 23.00 4.01 32.00 4.25 4.25 '.. 116.86 31.00 3.77 32.00 4.47 4.50 146.56 39.00 3.76 32.00 4.72 4.75 180.46 47.00 3.84 32.00 4.98 5.00 218.02 55.00 3.96 32.00 5.24 5.25 258.85 63.00 _ ._ 4.11 _.. 32.00 5.51 5.50 302.68 71.00 4.26 32.00 5.78 5.75 349.30 79.00 4.42 32.00 6.05 6.00 398.55 87.00 4.58 32.00 6.33 Hydraflow Express - Castelgate II South Pond Weir - O1/16/12 m � �w�0wwwwwwwwww 0 0 0 0 0 0 0 0 0) 0 �oo(o(o(Owoo.l�Irnrncn� y �C b000woh)ob)ornom� 0 0 0 o O, o 0 0 0 0 0 0 0 0 Ut Ot A A w W w N N -� -� 0 0 O A O A O V. A O A O A 0- PC) a O o o o o cn O O O O O o 0 o D V A W .OA ? T N" D O) N V Nco _ D W -N CO O)�00(D V MD W ON,) O"�' N �� w w O co 00 (0 W N A V A 01 O W (n N (D ..a Cn W W W w N N N -� 0 0 0 0 0 0) n V �I Cn N) W Cn -� 0 V W x O 0 O 0oO W OCD AO V 0 0 w W NO (p A 00 W W 0 0 0 w O W m O) O O N O1 N N 0 00 0 0 0 0 0 0 0 ^y p I V A O K) rn Co V W W W 0 c)(D 0 C O V () O) N V N d) W -� (n O O 3 O)� CPS V V 00)00 W NOD AO N 0 N 0 0 0 0 0 0 0 0 0 CD y 0 owo0orn VrnV W ia) oA � e W N -P (O O A (D A W O O O) O O (D A co O -+ A W W N N O N A O O i n c O y O) A W N N O O. O Q O O. y p 3 OD OD O) (1) <4 1V W W A V W� Q1 V V N W 00 O).0) Ot 0 0 Ot AO51 N Project: Castlegate II South Pond De Simulation Run: pre-2yr Start of Run: 01Jan2010, 00:00 Basin Model: PreDev End of Run: 02Jan2010, 00:05 Meteorologic Model: 2yr Compute Time: 16Jan2012, 15:56:10 Control Specifications: 24hr Hydrologic Element Drainage Area (MI2) Peak Discharge (CFS) Time of Peak Volume (IN) 100 0,092880 70 01Jan2010, 12:50 2,92 101 0,025130 29 01Jan2010, 12:25 3,05 102 0,008730 13 01Jan2010, 12:15 3,09 110 0,019160 19 OlJan2010, 12:20 2,37 111 0,164640 107 01Jan2010, 12:50 2.40 112 0,007330 7 01Jan2010, 12:25 2.36 113 0,125880 77 01Jan2010, 12:55 2,38 120 0,023700 28 OlJan2010, 12:10 2,37 121 0,163468 90 OlJan2010, 13:10 2,58 Castle 1 -Existing Pond 0,213470 128 01Jan2010, 12:55 2,47 R1 -A2A Upper 0,023700 28 01Jan2010, 13:15 2,33 R2 -A2A Lower 0,222200 130 01Jan20lo, 13:25 2,47 Stdy Pt Al - WS Phillips 0,188340 113 OlJan2010, 13:10 2.40 Stdy Pt A2 - Castlerock Pwy 0,222200 130 01Jan20lo, 12:55 2,49 Stdy PtA3 - Confl A2B 0,315080 185 01Jan2010, 13:15 2,60 Stdy Pt B - Greens Pr 0,289348 162 01Jan2010, 13:05 2,49 Total - Both Basins 0,630918 350 01Jan2010, 13:10 2.54 Project: Castlegate II South Pond De Simulation Run: pre-10yr Start of Run: 01Jan2010, 00:00 Basin Model: PreDev End of Run: 02Jan2010, 00:05 Meteorologic Model: 10yr Compute Time: 16Jan2012, 15:56:04 Control Specifications: 24hr Hydrologic Element Drainage Area (M12) Peak Discharge (CFS) Time of Peak Volume (IN) 100 0,092880 133 01Jan2010, 12:50 5.63 101 0,025130 54 01Jan2010, 12:25 5.81 102 0,008730 24 01Jan20lO, 12:15 5.85 110 0,019160 39 01Jan201O, 12:20 4.93 111 0,164640 220 01Jan201O, 12:50 4.97 112 0.007330 14 01Jan2010, 12:25 4.93 113 0,125880 159 01Jan2010, 12:55 4.95 120 0,023700 59 OlJan2010, 12:10 4.94 121 0,163468 180 01Jan2010, 13:10 5.19 Castle 1 -Existing Pond 0,213470 261 01Jan2010, 12:55 5.05 R1 -A2A Upper 0,023700 59 01Jan2010, 13:15 4.87 R2 - A2A Lower 0,222200 266 01Jan2olO, 13:25 5.05 Stdy Pt Al - WS Phillips 0,188340 233 01Jan2010, 12:55 4.96 Stdy Pt A2 - Castlerock Pwy 0,222200 266 OlJan2010, 12:50 5.08 Stdy PtA3 - Confl A2B 0.315080 368 01Jan2010, 13:15 5.22 Stdy Pt B - Greens Pr 0,289348 330 01Jan2010, 13:00 5.08 Total - Both Basins 10.630918 702 01Jan2O10, 13:05 5.14 Project: Castlegate II South Pond De Simulation Run: pre-25yr Start of Run: 01Jan20101 00:00 Basin Model: PreDev End of Run: 02Jan2010, 00:05 Meteorologic Model: 25yr Compute Time: 16Jan2012, 15:56:07 Control Specifications: 24hr Hydrologic Element Drainage Area (MI2) Peak Discharge (CFS) Time of Peak Volume (IN) 100 0,092880 155 01Jan2010, 12:50 6,59 101 0,025130 62 01Jan2010, 12:25 6,77 102 0,008730 28 01Jan2010, 12:15 6,83 110 0,019160 47 01Jan2010, 12:20 5,86 111 0,164640 259 01Jan2010, 12:50 5,90 112 0.007330 17 01Jan2010, 12:25 5,86 113 0,125880 187 01Jan2010, 12:55 5,87 120 0,023700 70 01Jan2010, 12:10 5,87 121 0,163468 211 01Jan2010, 13:10 6,13 Castle 1 -Existing Pond 0,213470 307 01Jan2010, 12:55 5,98 R1 -A2A Upper 0,023700 70 01Jan2010, 13:15 5,79 R2 - A2A Lower 0,222200 313 01Jan2010, 13:25 5,97 Stdy Pt Al - WS Phillips 0.188340 275 01 Jan2010, 12:55 5,89 Stdy Pt A2 - Castlerock Pwy 0.222200 314 01Jan2010, 12:50 6,01 Stdy PtA3 - Confl A2B 0,315080 432 01Jan2010, 13:15 6,15 Stdy Pt B - Greens Pr. 0,289348 388 01Jan2010, 13:00 6,01 Total - Both Basins 0,630918 826 OlJan2010, 13:05 6,08 Project: Castlegate II South Pond De Simulation Run: pre-50yr Start of Run: 01 Jan2010, 00:00 Basin Model: PreDev End of Run: 02Jan2010, 00:05 Meteorologic Model: 50yr Compute Time: 16Jan2012, 15:56:14 Control Specifications: 24hr Hydrologic Element Drainage Area (MI2) Peak Discharge (CFS) Time of Peak Volume (IN) 100 0,092880 185 01Jan2010, 12:50 7,94 101 0,025130 74 01Jan2010, 12:25 8,14 102 0,008730 33 01Jan2010, 12:15 8,19 110 0,019160 57 01Jan2010, 12:20 7,18 111 0,164640 315 01Jan2010, 12:50 7,21 112 0,007330 21 01Jan2010, 12:20 7,17 113 04125880 228 01Jan2010, 12:55 7.18 120 0,023700 86 01Jan2010, 12:10 7,19 121 0,163468 255 01Jan2010, 13:10 7,45 Castle 1-Existing Pond 0,213470 373 01Jan2010, 12:50 7,29 R1 -A2A Upper 0,023700 86 01Jan2010, 13:15 7,10 R2 - A2A Lower 0.222200 380 0l Jan2010, 13:20 7,28 Stdy Pt Al - WS Phillips 0,188340 334 01Jan2010, 12:55 7,20 Stdy Pt A2 - Castlerock Pwy 0,222200 381 01Jan2010, 12:50 7.33 Stdy PtA3 - Confl A2B 0,315080 521 01Jan2010, 13:15 7,47 Stdy Pt B - Greens Pr 0,289348 471 01 Jan2010, 13:00 7,33 Total - Both Basins 0.630918 999 01 Jan2010, 13:05 17.40 Project: Castlegate II South Pond De Simulation Run: pre-100yr Start of Run: OlJan2010, 00:00 Basin Model: PreDev End of Run: 02Jan2010, 00:05 Meteorologic Model: 100yr Compute Time: 16Jan2012, 15:56:00 Control Specifications: 24hr Hydrologic Element Drainage Area (M12) Peak Discharge (CFS) Time of Peak Volume (IN) 100 0,092880 210 01Jan2010, 12:50 9,10 101 0,025130 84 OlJan2010, 12:25 9,31 102 0,008730 37 O1Jan2010, 12:15 9,37 110 0,019160 65 OlJan2010, 12:20 8,32 111 0,164640 362 OlJan2010, 12:50 8,35 112 0,007330 24 01Jan2010, 12:20 8,32 113 0.125880 262 01Jan2010, 12:55 8,32 120 0,023700 99 01Jan2010, 12:10 8,33 121 0,163468 293 OlJan2010, 13:10 8.59 Castle1-Existing Pond 0,213470 431 OlJan2010, 12:50 8,43 R1 - A2A Upper 0,023700 99 01Jan2010, 13:15 8,23 R2 - A2A Lower 0,222200 439 01 Jan2010, 13:20 8,42 Stdy Pt Al - WS Phillips 0,188340 385 OlJan2010, 12:55 8,34 Stdy Pt A2 - Castlerock Pwy 0.222200 440 OlJan2010, 12:50 8,47 Stdy PtA3 - Confl A2B 0,315080 601 O1Jan201 O, 13:15 8,62 Stdy Pt B - Greens Pr 10.289348 541 OlJan2010, 13:00 8,47 Total - Both Basins 0.630918 1147 OlJan2Ol O, 13:05 8,54 VVE 5E:E4 'O[OzUerLo ZZE 1760MO su!ses 4loa - lelol ME 9VU '040ZUer40 Z94 06£9z*o ad suaaaE) - e Id APIS ZZ'£ 55:£4 '040ZUer40 6L4 bOLbEmO 9ZH BUo3 - EV Id APIS 5£'E WU 'O[OzUerLo 454 94b5Z'0 a4 a;e6911seD - ZH Id APIS 5b'E 99:z4 '040ZUer40 5L4 OEOZZ'0 6md sd!ll!4d SM - 4b Id APIS EE'E 0014'O[OzUerLO 454 94b9Z'o aamoldZH-Z21 5E'z 69 Z4 'oiozueno 9z OLEZO'O aaddn vzv- 42i 990E 9z:U MozUer[o EL OVOZ4'0 puod-y;nog-zal;seO Ob'£ 54:E4 `04oZUer40 E54 OEOZZ'0 puod-POWZE)IMO 9E'£ OET4 `OLOzUer40 6b4 £bSbZ'0 pa!b!poW-Gal;set 997 04:E4 '040ZUer40 06 05E94'0 2Z L£Z o4:Z4'Mozuer40 9z OLEZO'O OZZ 990E 99:Z4'04OzUer[o 56 Oti0Z4'0 44Z 65'E OO:E4 'MzUer40 094 09964'O 04Z 600E Wz4 `040Zueno E4 EL90060 zo 500E 5zzZ `umuer40 6Z £45Z0'0 40Z Z66Z 05:Z4 '040Zuer40 OL 99Z60'O ON (Nl) awnloA dead 10 9WI I a6ae4os14 dead (ZIW) eaay a6eulea(j IUGW913 016010apAH aytiZ:suol;eoll!oadg loa;uoO spuod 4lnos pue y�oN M;sod :lapolN ulseg 50: 4E:9 4 'Z 40ZUer9 :auall a;nduaor) a,� Z Isod :un�{ uol;elnuals ad puod ylnoS 11 a;e6al;set :l0afoad Z819 9Z:£I 'OIOzUef Io 919 1760E9'0 sulseg 4108 - le101 IL'9 wEI `oIozUerIO LZE o6£8Z00 ad suaaaS - 9 Iid AP}S I6'9 o9:£4 '06ozuef IO EEC gOLt7 CO OZd POO - £b' id AP}S 90M9 9z:£I 'mozuerno 6LZ 9Ig9Z'O JQ a}ebellseO - ZV id APIS LI09 99:ZI'OIOZuerIO LIE O£OZZ'0 Mdsd!ll!4dSM-IdidAPIS 6009 99:£6 'o6ozUer6o 6LZ 9Ig9z'o Jemol vzv Z2i I617 09:ZI '06ozUefIO 89 OLEZO'O aaddn VZd Ib Iq69 9I:EI `o6ozUer6o 8qI ogoZl'o puod-y}nog-Za!}seo OV9 OVEI'oIozuerl0 98Z OEOzzwo PUO&WON-Zal}seo 90'9 9Z:£I 'OIOZuerlo 9LZ E179bZ'0 pail! Pon" Ial}seo 6I'9 ovu 'mozUeno 08I o9£9I'0 Izz J76'q OI:ZI 'MozUeno 69 OLEZO'o ozz IV9 99:ZI '0LozUerlo 89[ ogoZI'0 I IZ £E'9 OO:EI'OLOZUefIO L9Z 0996I'0 OIZ 98'9 9I:ZI `Mozuerno qZ £L800'0 zoz I8'9 9z:ZI'mozueno q9 £I9zo'o IOZ E9'9 o9:zl '060zuerlo E£I 88Z6000 ooz (NI) awnlon dead Jo awll afaeyosld dead (Zln) eaay a6euleaa }uauaal3 o!6oloapAH aygZ:suol}eoljloads loa}uoo £O:OE:9I 'ZIOZUef9I :aw!l a}nduaoei aAOI :IapolN ol6oloaoa}aW 90:00 'OIOZUefZO :un�{;o pu3 spuod y}nog pue y}aoN M }sod :lapon ulse8 00:00 `OIOZUef IO :unH jo }aelS a.l 04 isod :un%c{ uol}elnua!S as puod y}nog ll a}e6al}set :}oafoad LL'9 9z:EL 'OLOZUefLO 6LL b60£900 sulse8 41o9 - lelol 9909 9L:£L 'OlozUef Lo £9£ OMOO ad suaaaO - 9 Id APIS 99*9 09:EL b6ozuef LO 99E VOLVC00 9Zv IIUOO - Ev Id APIS OO'L 9FE4 '06ozUef 6o bZE 9LV9Z'0 as a;e6811seO - ZV Id APIS £L'L 99T 'mozUeno L9E OEOZZ'0 Md sd!II!4d SM - Lv Id APIS 96'9 95EL 'OLOzUeno EZE 9Lb9Z'O aaMol vzv/ Za E969 o9:ZL b6ozuef LO 69 OLEZO'O aaddn vzv - La LE'L 9 a i 'oLOZUeno ELL ObOZL'O puod-y;nog-Zal;seo 900L WEL 'OLOZUBPIO OEE OEOZZ40 Puod-4uoN-ZallseO LO'L 9Z:EL'OLOZuefLO OZ£ £b9bz'0 pa!;!PoW-Lal;seO EL'9 OVEL'OLOZuefLO LIZ 09E9L'0 LZZ L949 OL:zL 'OLOZueno OL OLEZO'O OZZ LE'L 99T'OLOZUeno b6L 0170ZLMO LLZ 6Z'L 0o:£L 'OLOZUef LO 90E 0996L60 OLZ M9 9vZL'oLOZuef40 8Z EL900'0 z0Z LL09 9z:zL 'OLOZUePLO Z9 EL9zo'o LOZ 6909 69T 'OLOzUeno 994 NZWO ON (NI) awnlon plead 10 auall 96aeyosla Nead (ZIW) eaav a6euleaQ IUGW913 016oloapAH aytiZ:suo!;eol}loadg loa;uoC) 9E:0£:9L 'ZLOZUef94 :aua!1 a;nduaoe�i a/�9Z :IapolN ol6oloaoa;alN 50 00 `O LOZUerzo :un�l;o pu3 spuod y;nog pue WON m Isod :lapon u1se8 00:00 `OLOZUefLO :un�j;o :pe;g a� 9Z }sod :un�{ uol;elnualg ad puod y;nog p a;e6al;set :;oafoad OL'8 gZ:EL 'OLOZuerW £99 t60E900 sulsee 4I08 - lelol 66'L ovci 'oLOZuef Lo L9V 06E8Z'0 ad suaaaO - 9 IId APIS OZ'8 o9:£ L 'uozUef 6o L9b J70L O ezv IIU00 - Ed Id APIS 9£'8 9Z:EL '060ZUef Lo 99C 9Lb9Z'O a4 8le69llse3 - ZH Id APIS 8b'8 o5:Z6 '040ZUef LO L£b 0£OZZ'0 6Mcl sd!II!4d SM - LV Id APIS 6Z'8 99:£ L 'mozuef 6o 98E 9Lb9Z'o JaMol vzv - Z2i bL'L 09:Z4 olOZuefLO b8 OL£ZO'O aaddnvzv -im £L68 9L:EL'MOZUefLO LOZ Ob076'o Puod-4lnog-Zal}seo ob'8 ovEL 'OLOZUeno 96E oEOZZ'o PUo&WON-ZGIPBO 9E'8 9Z:EL 'U MUeM Z9E Eb9bZ'o PeWpoW-Lallseo 9b'L WEL'0L0ZuefLO 99Z 09E9L'O LZZ 6L'L ovu'OLOZUeno 98 OLEMo oZZ EL'8 99:ZL'OLOZUeno 6ZZ oboZ1'0 LLZ b908 WEL'OlozuerW b9£ 0996L'O OLZ 6L'8 9vZL'umueno EE OL90000 ZOZ 17L08 9Z:ZL'UozUefLO bL EL9Z0'0 LOZ b60L o9:ZL'0L0ZuefLO 98L 88Z6000 ooZ (NI) auanlon � ead JO auall a6ae4osla dead (ZIW) eaay aBeule (] lu9ua9l3 ol6oloapAH aygZ:suol}eoll!oadg loaluoC) 9E:LE:9L 'ZLOZUef9L :auall alnduaon a/Cpg :lapoW al6oloaoala(nJ 90:00'OLOZUefZO :una;o pu3 spuod y}nog pue WON m Isod :Iepow ulse8 00:00 `OLOZUef LO :un�j;o IJelg JA 09 Isod :unH uo!lelnwlg as puod 4InoS 11 aleballseo :loefoid 9Z'6 OZ:£4 `060Zuerloo 996 b60£9'0 su!seg y;o8 - lelol 17666 Weld '060ZUef60 0£9 06£8Z'0 ad SUMS) - 9;d AplS 9£'6 09:£6 7060ZUef 60 9Z9 VOL17£'0 9ZH IIU00 - EV Id AplS 09'6 9Z:£ 6 bwzUef LO Obti 96b9Z'0 ad aleOallseo - ZH Id AplS b9'6 09 Z6 `060Zuef 60 L6t7 0£OZZ'0 Md sd!ll!4d SM - 6 d Id AplS 99:£6 b60Zueno Ott 96b9Z60 JGMOIvzv -Zb FEEbb06 8Z'9 09:16 `060Zuef 60 96 OLCZO 0 yzy - 6d 6906 96:£6'060ZUerido 9£Z ObOZ600 puod-y;nog-ZallseO 99'6 OVU O[OzUer[o 69b 0£OZZ'0 puod-4PoN-ZallseO 69'6 9Z:£6 b60Zueno 9Eb £b9bZ'0 pa!;!pow-Pllse0 69'9 OVC1, `060Zueno £6Z 09£9660 6ZZ ££09 01:Z6 `040Zuef60 66 OL£ZO'O OZZ 0606 99:Z6 `060ZUef60 09Z ObOZb'0 66Z M6 Met, '060Zueno £6b 0996VO 02 L£'6 9vu b60Zuef'l0 L£ UNTO ZOZ 6£'6 9Z:Z6 `060ZUeflO b9 £69Z0'0 60Z 0V6 wn'060Zuef60 W 29M060 OOZ (NI) awnlon Need JO awll (6d0) 961ey0sla plead (ZIW) eaay 96euleap ;uauaa13 ol6oloapAH aytiZ:suo!;e0!;!oadg loa;uo� bb:6Z:96 `Z60ZUef96 :auall a;nduaon a006 :IapolN o16010aoa;aw 90:00 `O60Zuerzo :un�l;o pu3 spuod y;nog pue ypoN M;sod :lapow ulse8 00:00 '060ZUef 60 :unU;o }ae;g aA 006;sod :unU uol;elnualg as puod y;noS II a;e6al;set :;0afoad Project: Castlegate II South Pond De Simulation Run: Post 100 Yr Reservoir: Castle2-00uth-Pond Start of Run: 01 Jan2010, 00:00 Basin Model: Post w North and South Ponds End of Run: 02Jan2010, 00:05 Meteorologic Model: 100yr Compute Time: 16Jan2012, 16:21:44 Control Specifications: 24hr Volume Units: IN ompu a esu s Peak Inflow: 260 (CFS) Date/Time of Peak Inflow: Peak Outflow : 238 (CFS) Date/Time of Peak Outflow Total Inflow: 9.90 (IN) Peak Storage : Total Outflow: 9.89 (IN) Peak Elevation 01Jan2010, 12:55 01Jan2010, 13:15 7 (AC -FT) 310.7 (FT) Project: Castlegate II South Pond De Simulation Run: Post 2 Yr Reservoir: Castle2-South-Pond Start of Run: 01 Jan2010, 00:00 Basin Model: Post w North and South Ponds End of Run: 02Jan2010, 00:05 Meteorologic Model: 2yr Compute Time: 16Jan2012, 16:31:05 Control Specifications: 24hr Volume Units: IN Computed Results Peak Inflow : 95 (CFS) Date/Time of Peak Inflow : 01Jan2010, 12:55 Peak Outflow: 73 (CFS) Date/Time of Peak Outflow: 01Jan2010, 13:25 Total Inflow: 3,66 (IN) Peak Storage : 3 (AC -FT) Total Outflow: 3,66 (IN) Peak Elevation : 309.3 (FT) Project: Castlegate II South Pond De Simulation Run: Post 10 Yr Reservoir: Castle2-South-Pond Start of Run: 01Jan2010, 00:00 Basin Model: Post w North and South Ponds End of Run: 02Jan2010, 00:05 Meteorologic Model: 10yr Compute Time: 16Jan2012, 16:30:03 Control Specifications: 24hr Volume Units: IN ,..,Computed Results..... __ Peak Inflow: 168 (CFS) Date/Time of Peak Inflow: 01Jan2010, 12:55 Peak Outflow: 148 (CFS) Date/Time of Peak Outflow: 01Jan2010, 13:15 Total Inflow : 6.41 (IN) Peak Storage : 5 (AC -FT) Total Outflow: 6.41 (IN) Peak Elevation : 310.0 (FT) Project: Castlegate II South Pond De Simulation Run: Post 25 Yr Reservoir: Castle2-South-Pond Start of Run: 01Jan2010, 00:00 Basin Model: Post w North and South Ponds End of Run: 02Jan2010, 00:05 Meteorologic Model: 25yr Compute Time: 16Jan2012, 16:30:35 Control Specifications: 24hr Volume Units: IN .:...Computed Results..... _ Peak Inflow: 194 (CFS) Date/Time of Peak Inflow: Peak Outflow: 173 (CFS) Date/Time of Peak Outflow Total Inflow: 7.37 (IN) Peak Storage : Total Outflow: 7.37 (IN) Peak Elevation 01Jan2010, 12:55 01Jan2010, 13:15 5 (AC -FT) 310.2 (FT) Project: Castlegate II South Pond De Simulation Run: Post 50 Yr Reservoir: Castle2-South-Pond Start of Run: 01 Jan2010, 00:00 Basin Model: Post w North and South Ponds End of Run: 02Jan2010, 00:05 Meteorologic Model: 50yr Compute Time: 16Jan2012, 16:31:36 Control Specifications: 24hr Volume Units: IN ...Computed Results.... Peak Inflow: 229 (CFS) Date/Time of Peak Inflow: Peak Outflow: 207 (CFS) Date/Time of Peak Outflow Total Inflow: 8.73 (IN) Peak Storage : Total Outflow: 8,73 (IN) Peak Elevation 01Jan2010, 12:55 01Jan2010, 13:15 6 (AC -FT) 310.5 (FT) � r ~ CCCr- 7 0 cs A of mLL y N a CL Iz of i z of U -�If1� a �� c 5 l c �� � ��t�,.w� // �1�,_ 2 8 �� W h O � l7 m!' . LL 2 _ mz° W �N � ^LL J �d �m _ �� x U 4 Z 0 W�> awm �� � ww - o¢a I— Z w J d 0 Q U \\ �\� \ }\\( CLCL 0m �/ =ne E|&%\_ 20D(] 223 CD 0 §(}Dcr ID }§\M CD �� M� ;«\;/ gM0) k\ -�;_ ■e ;£(}{ Zgg«7 ■g k/t&g �EE|q CL[ oIm» (DU) 0 CLm ,ao gE0�! CL J9CD 72° ;§&«\ o° 4■&m§ #0M=r t7 E | R ® tr CD $ E m, ±0 ƒ■$� 2 m� (D _aR■r k§ ©| SJ [g�2f �q )§ )o `2«$n ,g ;.a,, E; iI ®J $I°m= kf S« o ;;,IIIII (A o �k 2» $mMINNIE c§� cr (CD § & f< /6 } � \ CD (D � \ © %\/ $ ( \) ,■o $ (Q 22/ ) • }CD = ■�I ( o= m ) k d k § k q ■ � § ze&=e ®«— a3 om»Rm M(D ,! ¢\22E E) 000 $¢]/ /§(} =°2E k/ $Em— k0 �W�* k( ��R2 \]g« _ ME !!� \� \mo \ $$e2 ■0a o» ¥3 rrE »: »q$! 2!/ ' /)/[ \�_ ƒ\ 7\§§ k\\ �� �D E&y \—% �j/ \ \CD 7}» )/{2 ] ( \77w » / k )\cr $§ ( { k \ CL ( )) / / / } CD ° \ Co CD qCL � k j k § k § § § 0