June 15, 2009 - District of Mission
June 15, 2009 - District of Mission
June 15, 2009 - District of Mission
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,<br />
tU C. IN U<br />
STAVE — SOUTH OF DEWDNEY (EAST)<br />
SCHOOL AND STRATA AREAS<br />
cc<br />
33<br />
L _ _<br />
HARMS AND KIMBALL AREAS<br />
CEDAR VALLEY PHASE 4 AREA<br />
STAVE — NORTH OF DEWDNEY (WEST)<br />
-K<br />
a<br />
PUMP STATION<br />
STAVE — NORTH OF DEWDNEY (EAST)<br />
CHURCH AREA<br />
PARK AREA<br />
EXISTING PUMP STATION<br />
CATCHMENT BOUNDARY<br />
POTENTIAL DEVELOPMENT<br />
AREA P1B<br />
(DENSITY UNKNOWN)<br />
POTENTIAL DEVELOPMENT<br />
AREA P1A<br />
(DENSITY UNKNOWN)<br />
P4<br />
MISSION PUBLIC<br />
SCHOOL ADDITION<br />
FERNDALE<br />
INSTITUTION<br />
° <strong>15</strong>0<br />
(6)<br />
8<br />
<strong>15</strong>0 AC<br />
IIL<br />
1 10<br />
1 ,2<br />
I<br />
y<br />
CD<br />
2<br />
WORKS<br />
SCHOOL DiSTRIC1<br />
MUNICIPAL HALL<br />
DEWDNE<br />
TR JNK<br />
DEWDNEY TRUNK RD<br />
200 PVC FM<br />
PVC<br />
200 PVC<br />
[Mt Y<br />
CHURC<br />
SITE<br />
c.<br />
4.40 Ha<br />
lOppha<br />
2.13 Ha C<br />
CATCHMENT<br />
lOppha<br />
2.91 Ha<br />
BOUNDARIES<br />
9Oppliy<br />
_r<br />
0<br />
0.14 Ha<br />
55ppha<br />
0-<br />
cr<br />
4<br />
0.21 Ha<br />
ppha<br />
d<br />
.<br />
lar [°,..59.111 -<br />
lowIr<br />
200 PVC C.0 200 PVC 200 PVC<br />
ZIA 1ummilidalg;:ail<br />
411111<br />
We C.O.<br />
200 PVC<br />
200 PVC<br />
a IL C.0<br />
441<br />
111111:21011:11 0VCialit ' 0200<br />
Iffli r°5•531:11pii<br />
4112111k . 0114<br />
haallE1<br />
tr■AGE*<br />
111111*<br />
1111 Ow\fla<br />
0.20 Ha<br />
55ppha<br />
3.72 Ha<br />
lOppha<br />
CATCHMENT NAME<br />
CATCHMENT AREA<br />
POPULATION PER<br />
HECTARE<br />
DESIGN FLOW DATAL<br />
DESIGN FLOW 0 PUMP STATION = 19.86 L/s<br />
DESIGN FLOW 0 PUMP STATION EXISTING PLUS SCHOOL = 19.98 L/s<br />
DESIGN FLOW PUMP STATION EXISTING PLUS STRATA = 19.94 L/s<br />
DESIGN FLOW 0 PUMP STATION EXISTING PLUS SCHOOL PLUS STRATA = 20.06 L/s<br />
DESIGN FLOW PUMP STATION EXISTING PLUS SCHOOL PLUS HARMS = 22.11 L/s<br />
DESIGN FLOW 0 PUMP STATION EXISTING PLUS SCHOOL PLUS KIMBALL = 20.05 L/s<br />
DESIGN FLOW 0 PUMP STATION EXISTING PLUS SCHOOL PLUS HARMS PLUS KIMBALL =<br />
D2 E2B3IG3 NFLOW L/s 8 PUMP STATION EXISTING<br />
DESIGN FLOW @ PUMP STATION EXISTING<br />
25.74 L/s<br />
DESIGN FLOW (0 PUMP STATION EXISTING<br />
DESIGN 1G FLOWS<br />
@ PUMP STATION EXISTING<br />
20.73 FLOW<br />
DESIGN L/s PUMP STATION EXISTING<br />
P2<br />
POTENTIAL CATCHMENT EXTENSION<br />
(7 .S.F. STRATA UNITS)<br />
PLUS SCHOOL PLUS STAVE<br />
PLUS SCHOOL PLUS STAVE<br />
PLUS SCHOOL PLUS STAVE NORTH EAST =<br />
PLUS SCHOOL PLUS STAVE EAST AND WEST =<br />
PLUS ALL = 23.39 Lis<br />
SOUTH = 20.78 L/s<br />
NORTH WEST =<br />
4/09/2007 CR PER DISTRICT<br />
14/09/ 00 REPORT D. NO<br />
ow<br />
POTEN 1..ND<br />
0 SCRIPT<br />
This rowing and design the property <strong>of</strong> PARAGON ENGINEERING LTD end connat b us d, reused rep<br />
In<br />
pFirancon ENGINEERING LTD.<br />
104-<strong>15</strong><strong>15</strong> BROADWAY STREET, PORT COQUITLAM, B.C. V3C 6M2<br />
TELEPHONE:(604) 944-0820 FAX:(604) 944-08<strong>15</strong><br />
ad wIthou<br />
the written consent <strong>of</strong> sold company.<br />
411111t1\<br />
1°FIRRMOD=11<br />
ENGINEERING LTD.<br />
DISTRICT OF MISSION<br />
DISTRICT OF MISSION<br />
PENITENTIARY PUMP STATION UPGRADE EVALUATION<br />
LAND USES AND FLOWS<br />
Scale: 1: 400<br />
Drawn: N.S.R.<br />
Designed: N.S.R .<br />
P.W.<br />
P.U.<br />
Approved: J.S.K.<br />
Mon. Proj. No.<br />
Mun Dwg. No.<br />
Job No. 2007-36<br />
Dwg No.<br />
01<br />
Dote JULY 2007 Revision 3<br />
destroy oil prints bearing preeous number t"---
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