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HomeMy WebLinkAboutSWP2714241 1 2H E jAI7f eA1/TlOV , AC4 IN6 7CI41 _ McljD— sro�rn Ann�Y�r� O Sr�� �/�irt�:9p, �►'+1 �%t 1S C���':r� ink a Z4 Cony• ►fie fi i ruyt5 /Sao&1 8iud, "IV at waisAh Larlogkn A cam, 5` W. I5r' AQrra. �urool ! 19 6 Z t Ir r Cl ra►'s bay; r n . 1�SSrcn�O>'�^r! f�r�Q eilk, Fu flY Alik,�ia�� 4.0 Du.16Qvv�4, m / % (� = 1070 , e I�,, d aw w� 7/aStlg "tff waYs A 32 A um 1.4-5 rro»; 10mcn +He- pf �-. 16.7 min -5) Z AnatrYsr'S o� �'f� ,Ora i'r>� r¢su l�r,�ro M ©�, �a :'lsul inn u ft� o '�wtjcl Flvd k4tt ! 4/Y/ Ave � � � %ire _z Avg. 'rlOw uJt'll hP Col(G'Chw al #r Norifr•►l4 r°itrX ,�inA � �r�iw� 16h woor�" pfr[(W iutt� uj. 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VT- = 14 0 0 ,¢ 0.77 = ZZ pod �i i of ,r Co. )Ifl, d- Puiht wrrks - DIV( INI r/ f ydrn:c 1979 mvmnou Pohl D Joyvn,Fs ;. c,t r An� a�'tr C�An fvoltt � zJ 16 0 0 0 7. Z5 4�0 17 1¢.5 2900 27,000 16.15 hno Is 17.s5 ��ra 937a 7770 17110 ZZ, 75 ���" i 70 z�.� 11160 Z61Z40: z 6 o (0� C D 36� 7,�O 30.0 ��• 0 17, coo ��F, gyp(' 4 If N N N ,73 d ,OWA,'.V7yY " 72 3WIV0s a31dfy) - 2WO70P Cl Od tvoUIV3LYG svo u rAart ¢/5 0,6Z cL 0.6z �A p.6Z Z(3z ���d�a. -I ro t,- Z5yr. QLl T-- zip 6' 6 6 4,U T - Qo Qo T - 73� �ti 6 _ z z0 ` VT- 4) 0,77 t c,tl,�.z�' _ 203 IOt1Yr T�c�d �ZS = 1,05 ; ilro = 1. 23S 0.77(1,35) Z0.�- tXfTMSI`r� f/? 'i,i`n itfl,✓ls (I,dlllild;,`�/1���(ek45 l` l rZa. z Z5 (, a5 5 5 Usi► � In �t4 W S, E1, Qo — a, . - 0119O Teo —Z5 + l996 -8�/� Z U r zl,4 i' 20.5 l� n� O v �� W / �� der ' �' r., 'EL. 1,.5 Av,.r/� sus o ZQ Cu /vc1 Gross. K y - ,e Q = ¢¢, z 3.07 7&¢' 1.33 i C 5O� /Jai - 7.6,¢ f z. o - ?0(ae) = g Z y, p = 4,;� z GFs d 7 2,¢ir4� C r, C C k a- Y-4 ,4tv - C3,e, )�Z ) - 7/., W. 5 /C.44 a 1 /-, - 90 � S, - L 7 % zZ= Z¢o 5Z = -7-'7� vZ - a.�-, 43 . voo . 5 a . oo 15 v3 o. 50 U .s c.., ,, , - -�, Ila % c.— F a 5 l-� Az-Y(,c, )eGo Q z3. 77 .,z3 li 1.7 Pr,F-C-Af s�z� 8.7i- U = 2 o Sleo�+ f g�.ss p.,s�•u, 2- 97d v-L LX 0 112. VG•0 S� (o o f4.0)�, 70 Fez s - 4 Cal.vr--a7- G t2.12. Xl �,,% Q- ¢4,z Ccr Yl = ,OZ.v �. /o4 605 S u-. -e.d ) �✓C�.ac. �a�J�G - fr = Z ,n ' l4 wID = 4, .5 !HLAJ = �Q. S)(z) 4 , ThGw-�� ^u-1/t7�' 4..,,�re► ZA-)40 46 �4 Y-iiiti 2-4" G ram. r - Z36,0 L,� /Z " -5 7/5 G , F TT!°c 2 4 70' /30, r3o . �! D !So' /pD 13S ZZo go' ioo too Foe /to GO !a 7o sSo 70 70, So %7D rro Lao !ts rba y O l.0 140 /&o /pO ,ro Z4a Zoo /Zo 190 /7o so IV 0 15o Q0. So 135 /oo 130• Zoo 7V 70. 55 7o 11 o ! z,v rfo .3Go1,F too 0 ,40. LZO, 7-3 0 !4 0 /to / Z.O 90 Go 3,525 2t q v 5, 7i5 L, f !' ap i Z J 3CMLn Lu6AIIun p -C F 14! y, 1� 2 �1Oy� W Y `O` u = 0- WZ N L� �1Oy1 W. 4 Y R t W TIME -' (Ml n) v rbi Z _ U < s yjy N W v g IL C �yy�rF. Z O y 6 v u YESIiN FLOE REMARKS1► K N 1► !� y1� S Y `'..' N D O W I.. W ►� N v_ u LL v v R c.s o.�o e•es c.zb o z6 N!R - —_ iar` B �6rL 1e4. J,NE `#l` C.B [.B D4 S O ZZ.36 zO 0.3 1.85 1.5 130 E.0 6.5 be aalMl rpn c $ 1,}. �wE J` GB. ce 6,37 0, 9f 1 0.31 e31 Nb �— IZ" / 6' irk !ei LrroE J & �'e 0.5Z 6.8S 0.4¢ 3.11 IZ.3 O.Z 1.80 560 Z.0 75 IZ 5.6 70 7.0 1.0 E irrLef t�w� L' �'� ca 0.07 0•85- 0.06 3,17 1Z,5 0.3 I�80 5,71 7 1571 1Zr' 7.5 7.0 1E C.95 0.77- 085 0,19 0.19 NIA IZ,r B-b lt$rk 'L' E MM O ZS O,RS AZI 3.51 It8 — ,16 6.43 Z.g (z, g_6 R _ _ 3,57 )Z 8 1,8 6,43 Toled Col(ce,61 30.5 18,0 1.45 44Z a roM L Return frequency 2�jr, I.D.F. Curve BByyer- PAio Chk. W I LSEY HAM I nc. Job No. STORM $EVERDate COMMUTION ME F�ZUO ell WOO,- BRsi�l B' ht.� of —.L_ W J SEWER LOCATION W (at O VL spy W f► 1� Oyy < W PLUW 71NE (Min) = Q = <v 69 yWv O 2 y i �WN W = v }} F IncO p, Iu` {Jy DESIGN FLOW REINRIIS W 1~n IV f IL �v Y wO Nv Iy~ O L yJ1V r-^. v �v ..i Tefil for !�blrsln G& Z6. 0.29 aas O,Z4 17• 18.0 t,45- Z6, 1 oR :.e1z B- . or `B95-113 0,39 6.85 0.33 0.33 10.6 0.4 1.95 0.6¢ 4.6 135 1.2 7.8 9.5 6 S 0.7S 10't ki l"d 8, 41 c; 0,JZ 0,85 all =o,01Z )r6 1?,er L,+ (w GB `'eT 9?1 0.67 0,85 0,57 1.01 1L.0 0.1 1.9Z 1,9¢ 4.0 70 Iz" 7.8 9.S 9,0 0.4Z. 1&� "A`" B4 �• G8• 8' `gr 0,0E e.85 0,07 1.06 11,1 0•7_ 1.90 Z.05 4.0 95 IZ" 7.6 75 Y.0 0.45 "1 0,19 0•057 0•17 1Z5 ll• 0.7 1,90 Z38 Z.0 90 Iz 5.5 6,7 7.Z 060 c.9. 614 0.8E- 0.70 1.45 11.5 03 tg z.73 2.0 45 1z" 5S 6:7 7,5 0,65- B btl kf klNt. '!J' c.e 0.13 6-F5 Azo 1.65 11.6 t,.z 1.66 3.07 9.0 IZo /Z" 11.0 14.0 13.0 0.45 0.1 IS5, 3� 9 S 7S 1 z" 1¢ 14,5 14.0 0.48 f Oj Po,4. Lai LWE 'm' c e' '' C 15 0.85 OLIZ 1.96 10 6.1 1,85 3.66 7.0 100 Il" 10.5 13,0 IM 0.55 Return frequency_ 2 I.D.F. Curve FChk ir/eh SZ7I!�0, By P,4 1�� Date ate I WILSEY HAM Inc. Job No. STORM SEWER CONNTATION ' CH6-,-AeLW6T01V WOODS ' BlISW B ht. 5A of -Z- W J stvER LDGAyION v < U < y tux z F W K a! � J y K r� •` TIME (Min) v 1L ID < 4n W V Z J Y a W J IL < J O '! OESICN FLOW REMAMS h N � F d v F W t~.fuF W F � O d ! v ? N v = O 1► BE ba f W �64�.84 to C•s. 0.2¢ 0.115 0•ZO OZO N%A - 1Z`l n1{�, ;grre a iAr+ lO Ba 6,Ih, c,6 65 I. z 045 0.5+ 0'4 11.0 - ��: log r6115 F-E Awf)6 'F, A.; t•B P,7Z o,85 0.61 1.35 11.0 0.4 1.9 Z57 It 130 12-" 3.9 0 5.5 0.6MA B-E " •' ca Z5 0.31 0.&5 o.z7 1•bz 114 0.5 0 3.08 1.0 160 1z" 39 4.6 5.5 0.9 F1 25 6 3 _ - I.6Z 111 0.1 0 168 7.5 80 IZ" 12,a 0. 5 BE R,rkr Iat 's IF e•B a•�4 o.8s 0•ao 1,9z 1Z.0 0.1 I•a5 3.37 2. 70 lz" 6,6 80 6 0,7 B1 „ to M11. ozz o-85 o-44 z.z6 12.1 G85" 4,18 6.0 160 IZry 9.5 11'0 Iz•0 0.6 e.z3 o.es e.zo o•zo Ip•¢ 05 2.0 0.40 4.4 JgO Ia Po IO 6.0 o.iB Et. ` j04 E,fx in offsA /di yC M R e-F OFT --,A Y71 CB 3Z 0.45 144 14.b 6J Ff Fwkr ' , ca ca. o,z6 0,85 0,74. 14.84 167 O.Z I•S zzzb 2,0 70 z4"� 25 77 9.0 1 B Return frequency I.D.F. Curve /u;1M0 9us<16j ten rot By I�+K D.t. 1e/1( 80 Chk� Dete W I L S E Y HAM Inc. jo° No. STORM SEVER COMPUTATION For i C1{$ EAELI#67VA1 t One5 - EA611U 8 ht, 4¢ of 7 W J SEWER LOCATION v r = 1u% V v z zz rit TIME FLOW n) 2 v N N iS W J J me r v CL 9 V u lu= yJ/ DESIGN FLOW REIMRKS N a y� y_ yJyLL v N a i� v d �F {,r BJ A-9 CB cB p.i6 0.8s 0,16 0•!6 5.0 VA 08 rz'' &F Perk �l P, c'g cs 0.30 O.AJ O.Zb 047- — !•0 0,8 fz' r Qc6a ., B F ,� lof �N' c,8 ca 0,15 0$S O.IZ 1538 110 0.5 1.5 Z3.1 Z-0 130 Z¢" ZS 71 9.0 l ror cd &F S w' , 5 � Cl 015Z 0.65 0.4¢ 15.8Z 173 0,l 1.45 Z3•I 40 Z4" ZS B f Park Lai ' I, 0•Zl 64T 6.17 15.99 17• 6-3 145 23,Z 2,0 130 Z4" Z5 9,0 19 BF B A-8 k^ fD c6 r6 0,33 0$5- 0,2({ Ar — I,0 IZ,r e A 9 OA,Ngm ,$ C,& 0.18 0.85 0A -, r 1A ra r 3f Pork. t'74 J G7,0 c cli rc 047 0,85 b 40 0• N 1zrr — — CaJlr�+an GB,-BZh F-T Park Lof 'K' c'� C'B' 0,10 085 0.08 16,90 17.7 I 1.45 33 50 Z¢" 3z 9-5 11 1•6 ;1- -8 0 B_r Dnrrye f�aK Brd,A 7 c.& A.37 O.BS 4.3f 031 0 A �A5- — - — Return frequency 71f)-yr I,D.F. Curve _Qjn��J,7'!� By ate 161161Bn tom• Data WILSEY HAM Inc. Jab No. STORM SEWER COMPUTATION A - 4EAR196 rONar UJOW-6- Brfs1N � r of ,--.Z— SEVER LOCATION u TME (Min) ME ( DESIGN fLOY � F 1�� Z f \ Z 49 � MA J yry11. J •9 J W 2 � 2 Z v � N F 1� .••. r. u: 4 � O REMARKS us K us U.W{ Z yp� V {�� yp� W 0 o W 1•. N v i J U j v W max•+ $ � y O yu O� v Z a t U ` {J t- W K N J S �j Y } ! N O 1► 1�G f�! iMn �nM CH tF 0,I6 0.85 o.r3 0•13 1p.5 I.3 2.0 0.27 zz 180 r 12" 3,0 3 3 Z. 0,2s t�>io+ i) - 0.77- 0.95 0.61 0.7f II.S 0.3 1,85 1,37 1.0 45 IZ' 2 Z.6 Z.6 0.85 6-6 �^"rI* io i' ,41,1 3-0 Siollbn5 �i 0.54• 0.SS 0.46 .z0 12I 0, 1.83 z.ZO .8 230 Z° 4S 5.5 6.Z 005 pcur°"s to mn R < <faua+u "'N' "'"' 0.35 6.85 019 1 1.49 112.7 0.4 Ago z.68 4.0 130 IZ" 4.1 5.0 5.5 6.80 F l- B-D SW. 58 Lf: 7 M� I.ZO 0.85 "Z "Z 7.5 0,7 Z3 7135 2.6 1x IZ 3.4 4.Z 4.7 0.80 {c:5+eeo+ ieo 0. 049 1.51 8.L 8.6 Z.L 3.3Z 1.0 145 IZ" 3) 4.7 5.3 0'.85 Bi mN x.d 0,70 088 0,65 3.6D 13•I 0.3 1,75 6.3 4,0 140 16 10-b 7.0 7•S 0.95 y ;!, ca 4 0.18 0.95 0.16 0,16 TO 0.8 z. 0,37 0.5 g0 m" 1.S 1.8 1•6 C.t, {0=5+ Z.0 = ro g 6 " (.5 t,e. 411 O.o4 O E5 0.Of 0.20 7.8 A•7 Z.3 0.46 1,0 loS I Z z Z Z•6 2,4¢ 0.4 CE 0.30 0.85 0.75 O.+6 ie.4 0,6 Z,0 0.90 Z•7 IZO IZ 3,4 ¢•0 3.8 0.45 f� + ,190.) Return frequency z5��, By PAX Date 101,31M W I LSEY HAM I nc. Job No - I.D.F. Curve �i� // �R�n1�. Chk• STORM SEVER COMPUTATION ht.�_ Dete for N 4-AWA16TW WOO- M5/AI t8 Z J SEVER LOCATION a,2{O�y t 1- z r 1( {J ai o o- is 6 N 1 V �wC yya Y u Y c rLur TIME (Min) v 4= C 1► G = J V �v 49 N W L N J J 1� .- yNj Z iv d ? U Y y {Jy Y DESIGN FLOW REMARKS ~ awe N zz ,► f 6 "' 'O ^ W W I- Nv 9N J46 V ! N v Z S �O O 1► gg Low Pr. GS (.3 0.95 6-ZG 0,Z6 At IA IZ BB ro'ki1 0,15 0.85 O,IZ 0.83 11,0 O.Z 1.95 1.6Z S7 75 IZ 4.0 50 5.2. 0.59 f� , 1 M 0.16 6,R5 0,1 Al 12" 68 F.W Ic4&1,541; a c c6 0.95 00 1.57 ILL 0,6 1.9 2,96 0.6 130 18` 5.5 3,0 3.5 s � °'1� t BFBI " B, 0.36 0,85 9.30 1.97 11�8 0.4 1.e5 3.46 1.0 75 18 6.0 3-¢ 3.7 1.1 gg c.s. w;� 0,11 0.85 0.09 696 Iz,t 8,3 1.80 3.53 1.0 70 )8." 6.0 5-f 3.7 I, I SB S(tb(kinS Pt, l, ' 119 0 13 6.85 0.19 2.15 12,.5 0.6 1.90 3V 0.8 170 16" 5,5 3.0 3-4-1.5 I(&-6 LE -6 - 6A �` i n,N. Ge - p. - 5.75 13.5 I,0 .TO 9,78 0.7 zoo Z4" 11.0 3.5 3.5 1.8 4�cno B-C Y SA c' cB' 0 57 e.85 0.48 6,Z3 14•5' 06' 1.65 1e,Z8 6.7 160 Z4" 11.0 3.5- 3.5 1.9 Bq G�' �N 048 0.85 6.41 6.64 15.0 0,5-1 1.60 10.6Z 1.0 ILO Z-f 13.0 40 4,5 1,9 Return frpuancy2/Syr, �J I.D.F. Curve_ PAS L)- � I I� ay PAY- Dete /0/480 Cam• Date W I LSEY HAM I nc. Job No. AtTYY-7- STORM SEVER COMPUTATION GN6-A/�PLmj YOU j W,0.5 - Bi15ln/ B ht.6_ of ,_,Z- 61 W Y '� Z J SEWER LOCATION aL v p. w ZIr K W Q i H � Z K u twJ {i < x FLOW TIME (Min) S ✓ aL OC 1� G �v H of VI N J J F• W A✓ LL < U O i✓? DESIGN FLOW REMARKS ► eC N 1� f i v �p D W u: N✓ Oe• i+ N Z F� p /x1 cl'. a5 [6 cB D,f9 O,PS L D.r6 60 lz cS cg i lz _ ae m-7 07Z 6.85 0,61 0,61 7,0 — Z.f 1,47 4.5 I10 Iz ¢.Z A onn EL 6 _ 7.z5 15.5 U 11.6 1,1 180 Z,F" I4-.0 4,3 4-•5 1.9 v Return frequency s ,/!/� I.D•F, Curve x�/r�y) ��;117� By F^r Date T,/6^ Date W I LSEY HAM I nc. Job No. rA 7,- - STORM SEWER COMPUTATION CNG- EA21_,1N6 1U 0 5 - M511V � � ht .�_ of --Z— SEVER LOCATION TINE (Min) DESIGN iLQf I r J W O S m Z v a Y. J ' 1L .••. r. F v = U W K U % se- yy H u► J M a� yW I• IREMARKS REMARKS S et Z �'WY+ b by �O W H Nv Yam. J U W� F yyZ �Z V U Ou uO VI 'i J N r ►•• aL •( yYOI. U Y li W F• W (S CC N J b Y S } v i N O 4 0.45FZ7 /.8 10 - 1.5 Z7 In � Cal i0m si run fc,- tot = A7 n=o.a A-B B106 A•3 D"'Al" c.e, c.>v 6.3z 0.85 0.27 5.3 }- zz 6.6 1.6 150 IZ 3.6 5.0 *t �t CT =5 " r..k, �t N.� ce `'S 0.06 0.85 0.3Z -5 0.5 Z•I 0.7 0.7 160 IZ 31 4.0 3.6 " " `•6' "" 1 0•27 0.85 023 0.55 58 0.5 Z.0 1.1 14 65 1z - - 10 4w xcE Fb.L "H [.8 - - - 0,55 63 1.1 z,0 1.1 7 95 IZ ID 13 8 R B MAPLE ME S.W. 0.79 0.85 0.67 3.0 11.7 0.3 1.5 4.5 0.1 90 �18 8.5 4,6- 5.0 S. 5.1i ae to 9 1 M.N- _IL A", 1.0 0.85 0.85 3.85 IZO 0.3 1.45 5,6 0.7 10 18 8•5- 4.S 5.0 ie cAmtroll6d Ire" ° I.1 0.85 0.95 4,8 Iz.3 0 + 1.4 6.7 0.7 130 18 8.6 4.5 5.0 1z,7 0.5 14 0 0,7 150 18 8•15 4.5' 5-,0 0,41 0.9S o•3S 035 5.3 0.3 Z.Z 0.77 1.0 75 IZ. 5.6 5.0 4.0 „ Pfk".l Lof s. i Gc. �•r• a.z4 e.BS 6zo o.ss 5,6 o.3 z.l 1.16 1,o 15• 17 3.8 5.0 4.5 Return frequency By i�o/8o WILSEY HAM Inc. Jo N7089 -o I.D.F. Curve_ lQA17- 5114l[ lQ, Chk• STORM $EVER COMPUTATION ht . Date CH -FAJUlN6T0N BVV6006- BA51AI 'A� of A-3 16 W SEWER LDLATION W u u O {yO �I me ` 9 W 1yOy LL/ u x Wt I TIME (Min) Z < v 49 Wyk GVI W J W 1 q LJ p i DESIGN FLOW REIWNKS r- W i r= �v W u N� yp1 y Y v ? fV F A 3% 0 1� Zf S.W G4 h,H 6.43 •R� 0.36 7 9� 6.Z Z,0 18L b 7-z 75 !" AG Apt. S.KI. VA. 13 M'2 D.3ty 0.85 0.30 [.ZL 7.0 03 1.9 2.3 4.6 1¢0 Z' 8.5 10 9.0 {^-`d'IT 085 03d I,Sz 73 0,3 L85 Z.81 S0 153 Iz 8s 1a 90 05 AC, 0.33 6 85 0.28 1,80 7.6 1-$ ?,Z s 0 to PS '0 9.0 A A. S,Vl • 57H PL, 17- n w• 1,94- 0.85 1,65 BZ L3.Z i• I 1.¢ IIS$ 0.8 350, Z4 \ lb, 5.0 5.5 {L 1fVF AI 4y 2.87 O.P•5 244- 10.69 143 1.0 13 )3,9 0.5 30 23 45 5A " P.,c p", os6 0.85 O-7Z 10.91 153 I�3 1448 OS 0 34 ¢,S s0 e.� 1 Return frequency �nT � I.D.F. Curve 6y 104k Oate l% CI'k• Date WILSEY HAM Inc. Job No. STORM SEWER COMPUTATION For I , 2( IN6TDN WOW- ;A6lAl ft ht. Z of UJd 1*,ct,