Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Copper Creek Study
L l0 L aBed 999L-99CEOZ-L+ VSfI 90L9010'tincya3eM pe08aPlsNow8 L£ -0ul 'spOLllaW PelsaeH © Wd E9:9V90 EL/£0/90 1E009'91 9'SA (]VO"Ol$ Ruedwo0 Bup"ulBu3 Je1saH wls'E cull Pe Ms 003�walsRs James wjolsl :0 '3 d'Ja1saH *0 IaeyolW :J99wBu310afwd £ # 3NIl W1S SOONOO N33NO L13ddOO:aPIl s-sa# 3anlonHls -i-ie:jlno 1N1 3-M:1J L-Sa# XOG NOI1ONnf £ # 3N1-I '2JMSTYIS SOaNOO >133210 b3ddOO ases:oueuaas L io L aBed 999L-96L-£OZ-L. VSn 9OL9OlO'A nWalaM PeO,y aPJ"OOJa L£-3ul'sPog78yy PelsaeH ® Wd LV6V90 £L/EO/90 I£oos'SI S'SA clvo w S 6uedwoo BuWau(Bu3 jql H ugs'g awl Penults 000\weis6s camas uu019("1:0 "3'd 'JOISOH 'E) IaeL101W ]amiBu3109fwd £ # 3NIl W-LS SO(3NOO )4aaUO NaddOO :a011 ------------------------------------ It'-M: 199'E6Z 109-96Z Z£'Z6Z I Z£'Z6Z 100'1,6Z I £L'O6Z I EL-06Z 100'66Z I----------- I----------- I ----------- I (33) I (13) 1 I 3no auT7 I ul auTrI I 13) I apes0 1 apeaO 1 uOT1eAals I oxTnespA.H I oxlnespAR 1 PunosE) Wd L0:6T�90 £TOZ/EO/90 :pa3aTdwo� ----------------------------------- ST'8 I 9-S(I# .Ia'INI alvaE) 1 zl'a I L-sa# xoa ROISOWn 1 01_8 1 8-sa# aziamfnTs ugvasno I -I -------------------------I MOTS wa3sls I I Te3oy I Tau I _______________________________________________________________________________________________ I Z£'Z6Z I T6'Z6Z 1 £0'9 I ST'8 1 00'6£ I saTnozxO 1 Roux 8T I I I T-d I I £Z'Z6Z I ZE'2:6Z 199.5 I ZT'8 100'0Z 1 seTnoaTO I TIOUT 8T I I I Z-d I I------------ I i---------- I-------- I-------- I---------- 1--------- 1---------- I_______I I (33) 1 (13) I I (s;D) I I I I I 1 weas3sumoa I weas3sdn 1 (s/33) MoT3 I I I I suox3oa5 I I WP20 I apesO I A4TDOIaA I w04SAS I (33) I adegS I azxS 1 3o I 1 I 011nvapAH I a?Tne TpAH I abesany I Ie3oy g3bua7 uox30a uo I I s l T3oas I =a4wnN I 1a4a`I I 6-Sag SNnxDmmS ggvaZno :Moon HZIM xuomj, N HOYdunsEms -doa mrmwn8 N0I.1vunDIVD ______________________________________ _ ______________________________________________________ 0 100'0 10'001 100'0 I ST'8 -------- %OOT 3inegaa ouaua0 13aTul axsauaO 19-Sa# Sa7NI aSYN'J I I I (S;O) 1 (930) I 33) I (33) 1 W I Mold I mold I I I I idea I PeasdS I Aouaxax33a I PassedAEI I Pa3deD184UT I I adAy I I:mf) I aa33nf) I aan3de0 I 7[e3oy I Te30y 1 3aIu2 1 3alul 1 Tage'I I mom m EOYdzIns HOd 7,EVN IIIS NOISH'In0'IEIO -panaxgoe GPM anuab.zaAuop :o;ul «« Z :0u0x3es93T sTBATeny aoe;snsgnS :o;ul <cc< 8-Sa# H2In.TOnTI1S 'I'IVSJnO ;4 Pa3oog 3jaomlax aoe;snsgns :o;ul «« a6eg :OT]euaos tiewwns s;jnsab uopulnaleo Scenario: Base Pipe Report Label Upstream JpstrearrSystem Total Length onstructe Section Mannings Full elocity Hydraulic Hydrauli System Inlet Inlet Intensity System (ft) Slope Size n Capacity In Grade Grade low Time Area CA (in/hr) Flow (ft/ft) (cfs) (ft/s) Line In Line Out (min) (acres) (acres) (cfs) (ft) (it) P-1 0.77 0.69 11.64 8.15 39.00 0.00%23 18 inc 0.012 9.47 5.45 292.41 292.32 10.00 P-2 N/A N/A 1 11.591 8.12 20.00 0.006500 18 inch 0.012 9.171 4.63 292.32 292.23 10A1 Title: COPPER CREEK CONDOS STM LINE # 3 Project Engineer: Michael G. Hester, P.E. cA._\storm sewer system\= Shnoad line 3.stm Hester Engineering Company Sto"CAD v5.5 [5.5003] O6/03113 06:17:32 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 l jo l abed 9991-99L-EOZ-I+ VSn 80L9010'Amglale/%A peoy apls„ow8 LE -oul 'spoglaW pelsaeH ® Wd 1451 90 EL/£0/90 I£009'919 9A OtlOuuolS Auedwo0 6ul�aaul6u3 j%d H wls'E aup peauys uo wa 3'd 'JalsaH 'O laayolW-jaauBu 1sAs jamas wjolr'"l:o 3 laafmd E # 3NIl W1S SOQNOO N33 HO N3ddOO:alkl 11/11009900'0 S goul 81 :azlg (1}) uol;e;g 11 00"0Z :l 11/11 £Z6900'0 :s 11 £L'062: :yJanul 'ud goul 8l :azls 11 98'06Z :1.Ianul do 11 00 6£ :l Z-d :lagej 11 96'06Z :;Janul 'ud 00+1 00'06Z — 11 £Z' 16Z :Ilanul An 11 EL'06Z :dwnS 1100'46Z w12J 9-Sa# 3HnionH1S -i-lvji o :lagel (11) u01lenal3 00.96Z - 11 99'06Z :dwnS 11 09'176Z :w2J L-Sa#XOS N0110Nn :Iage-I 11 £Z"16Z :dwnS 11 09'96Z :wl2i 9-So#131N1 31t21EJ :lager 00"OM - - --- - asee :Oiieueos - aIiIOad :al!IOJd 00+0 osea:oueuoos QPJOJd LL LL U_ 3 0 LL Junction "Junction-6" Results for Run 10-Year Existing" 00:00 12:00 00:00 12:00 00:00 12:00 00:00 01Jan1983 I 02Jan1983 I 03Jan1983 Run:10-YEAR DUSTING Element:JUNCTION-6 Result:0uttlow Junction "Junction-8" Results for Run "10-Year Existing" 00:00 12:00 00:00 12:00 00:00 12:00 00:00 01Jan1983 I 02Jan1983 I 03Jan1983 Run:10-YEAR EXISTING Element:JUNCTION-8 Result:Out low CO U- U_ 3 0 U- Junction "Junction-W Results for Run "50-Year Existing" 00:00 12:00 00:00 12:00 00:00 12:00 00:00 01Jan1983 I 02Jan1983 I 03Jan1983 - Run:50-YEAR EXISTING EIement:JUNC1ION-6 ResuIt:Outflaw Junction "Junction-8" Results for Run "50-Year Existing" 00:00 12:00 00:00 12:00 00:00 12:00 00:00 01Jan1983 I 02Jan1983 I 03Jan1983 Run:50-YEAR EXISTING Element:JUNCTION-8 Result0utflow CO LL U_ 3 0 LL Junction "Junction-6" Results for Run "100-Year Existing" 00:00 12:00 00:00 12:00 00:00 12:00 00:00 01Jan1983 I 02Jan1983 I 03Jan1983 — Run:100-YEAR EXISTING Element:JUNCTION-6 ResuH:OutAow CO U- U_ 3 0 U- Junction "Junction-8" Results for Run " 100-Year Existing" 00:00 12:00 00:00 12:00 00:00 12:00 00:00 01Jan1983 I 02Jan1983 I 03Jan1983 Run:100-YEAR EXISTING Element:JUNCTION-8 ResultOutFlow LL LL U 3 0 LL Junction "Junction-T Results for Run " 10-Year Proposed" 00:00 12:00 00:00 12:00 00:00 12:00 00:00 01Jan1983 I 02Jan1983 I 03Jan1983 — Run:10-YEAR PROPOSED Element:JUNCTION-6 Result:Outflow xoygn0:aInse2i 8-NOIlONnr:ivawOI3 03SOdObd 8V3A-Ol:unb — £866uef£0 I £866uefZ0 I £866uef10 00:00 00:U 00:00 00:U 00:00 00:Z1 00.00 m 0 i n n 0) „pesodold JBGA-0k, unb jo; sjjnsa-d „g-uoi}ounr„ uoi}ounr Mowno:pnsoN 9-NOI1ONnr:NOwal3 03SOdO)Jd uv3A-O9:uR1 £96 UMO I MLUERO I £96buer60 00:00 OOZE 00:00 OOZI 00:00 OOZE 00:00 0 F n n Cl) „pesodOJd jea k-pg„ unj Jo} s}jnsa-8„g-uogounr„ uopunr moygn0:ynsaN B-NOLLONnr:Iuawal3 03SOdO8d UV3A-05una sas UMO I s9608rz0 I COWer[o 00:00 00:U 00:00 00:U 00:00 oo.-a[ 00:00 „pasodoad asaA-09,, una ao; s;jnsaa „g-uoi;ounr„ uoijounr moLpn0:jjns9y 9-NOLLONnnuawal3 03SOdOUd UV3,1-DC VunTJ o I:oo Eg oo a�Eo WOO £g oo a[ZO ooloo £g oo U Lo 00:00 0 0 n C0 „pasodoad RGA-ppk„ unb aol sjjnsajj„g-uoi;ounp„ uoipunr cmuef£0 w1pno:llnsay 8-NOI1ONnr:luawai3 (13SOdONd NV3A-00t:uRi cmuefZ0 M WeM 00:00 00ZL 0 2 () n GO „pasodoad le9,A-00k, una aoj s}jnsaU „g-uoi}ounr„ uogounr (son) army bZ 81 ZI 9 0 00'0 00'00I 00'OOZ r 00'00£ laauidojanap-isod _ _ _ C vaazdolanap-OJd N 00'OOb m 'i N �.I 00,009 00'009 00'OOL 00'008 sgdua3ozP,CH (I-f) IIn33no juaA-01 (eaq) army bZ 8I ZT 9 0 00'0 00'OOI 00'ON I 00,00E jaawdojanap-;sod _ _ _ C 00'OOb auautdojanap-aid _ y c ao m -- 00'009 y -- -- 00'009 00'OOL 00'OOS 00'006 sgdu.AojpiH (1-t) Qeµnp zuaA-SZ (sjq) awi,L 4Z 81 Zi 9 0 00'0 00,00Z 00'OOh ;uawdojaeap-;sod _ _ _ t wouidoiaeap-aad 00.009 m 00'008 00,000,1 00'00Z` i sgdej2lojpf.H Q-t) t[upno-isai-o5 (sav army bZ 81 ZI 9 0 00*0 00,00Z 00,00t 7uawdotanap-jsod — — — C 3uacudolanap-axd tr' 00'009 m q 00'008 00,000,1 00,00V [ sgdea2oapf-H Q-t) pspnp aeaA-001 i- � _� x _� _ ._ i 39a>� llpy - --'- 1 t-. �.,.�..,.,�I _ _ 3N[l N3h3S ,9 9NLSIX3 - ���� `' ``\ ///J/ Y i N N Ss� ioz=FJ v,ziwaa OdUmr�i li KWWJPW iLLWq£2 OWI� WZ uyo0fe (yaaj) UOJ}DAa)3 ����.,� dNll N31tlM,9 9NISIX3 .--� 3NIlS3M35 „9 �9NflSIX3 �• _ F �tY�i W N yew t pw NX 2 0 km a aim M I � Q p � Z i� U F- G.U.v a� X wr s Z H 5 ¢ Q Q U X L1 n2 �� �� xw / a5 1 � U Boa u ff»" — Q en W C3 O r tac x Q F— W : Q � s W O O 3S � iwE� Y a3 8 y d� E s 0 09 o ioa A33a3 N N CCIr Z Ho oa O z �N g => qw Al $�ppE g9a ',. 0'0i OC � 0 h �p UJ O CJ fU C pi N N N N N N N N N Wes^ iii Z dW GOP �p I �w S Cl 001 wnuoa Na3n3 n'e 0 0 0 0 0 0 o a P N N N N N N N N N U33d) NDIiVA313 1O :10 NOVO dMJNIM ONIISIXI / no o v v -m 70 cam- n o m V m O'er w o -z 0 -o Hlbd asn Blinn bs, St 0 X W 19'9 IS C` IIdMONIM 'ONOO - � I db'?Jdld �IO021 IV 10 do NOVO ode cn O c m D dO�f"09 - .Z /W 14 ' c) O / VM v -m o � I (of) 'mn m w -b -O cn 00 ' o � II _ ME IIVMJNIM ONUSIX3 ■ H1Vd 3Sn Illnn dOls sno x w SOD IIVMJNIM 'ONOO dV21dl?J �IO021 3NlldJ iVM .z 1 no :jo )Iola 12 z lltfMONIM ONUSIX3 i 1\i i HiVd 3Sn Ilinn 0 'oe �ti 10 v 01 L :3IvoS\ -m SI 0 o ) w L==Ati- ` J.l_ cr) and .Oz 0 dOlS Sno �y X1 MWONIM 'ONOO db2ldld )IOOd �� � Hlb'd isn 111nw ds �Nn?Jllb M HZ 1 �� 00 0 C) j n' m ) w 'Of O 'tom'; T�� 2` ano j0 MZ. D / 7 U, end �oz e?'o 0 - dOiS Sn8 C :4 N X J CY) D LIVAMDNINM - ` \ Tv 9NIM 'ON00 HiVd 3sn limn bS i o do Sb� O� _M S1 0 o I I n m _ D / U, end �oZ e�'o - dOlS sno cn 70 19.9 is �•�'� 71� D I VAADNIM - JNIlSIX3 ' ]IV ONIM •DNOD Hlbd 3Sn Illnn �35� bs, 3NIl?J31VM llZ I. — 10 pp v to t =, 1 :Ilvos -m 70 SI 0 0 _ ---- " m / � j( 7017 i ono do cn Nod8 00 I o D 7 �b o i end ,oZ �o° c - dO1S sno CN 70 .8 �9'9 S � I � �y5 19NIiSIXI VMJNIM ` IIVMJNIM 'oNOo \ 09 6011 I r \ CONC. WINGWALL EXISTING � WINGWALL ]- 51' 6.6' 8' 31 Q M a x I— ji Lu � ��O BUS STOP - ` O �129 20' PUE L/ - Q o — CA I co BACK OF CUR I i o- O-� rn U O WIC o I 0 15 w-U p SCALE: 1'=10' a 00 O O I �v \ 12" WATERLINE �S�c� MULTI USE PATH /