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: At the prasent tine the storm sewer syoten is Presently a maber ; ; fadustcisl vould be elintnated and vepleced with single fanily. : ae
i : ef ditches running ¢ ily ina 1, direction to Sresdvey. The The additiccal eingle fently would require a buffer along McLean ; :
“nee: pet : Broadvay ditch carries all the stern water from Pitt River Road east as well Avenue ic order to block out the aite end sound pollution. The exioting
: - #8 Some storm water from Mary Hill to a gravity outfall at the Pitt River. Ia soning on the north cide of McLean somevhat precludes this alternative un
| order on adequate storm syster cen be constructed it {is necessary to up grade tess rezoning of the weaterly unused portion is supported,
. : the Broadway ditch snd install a pump with sufficient capacity to handle the . chena TIT :
arcan bh, expected flow. Storm cewere ehculd be installed in the developing area in This scheme could offer « fiexable road pattern throughout 3 S
> Hees: Ss accordance vith the subdivision by-lav. Service Industrial oriented community. The plan is posed as an alternative a
e i SPECIAL PROBLEM CONSIDERATIONS, in otder to stimlate other poseible use getterns. :
= eee : 1, All lands east of Taylor Stzeat are within the Regtonal Flocd CONCLUSION : 5
: ; See ; plain and below the contour elevations ef the 1894 Flood level. Due to servicing problens firat phase Servica Industrizl shovn oo .
: i 2. The {tmprovements on 1878, 1670, 1840 and 1929 are quite sub- all three plans could not proceed before 1973-74, The second phases and if : ;
H Stantial and should a Service Industriel Use ba established along the south felt desirable the third phase could fellow after the weter and storm sever :
B - side of McLean these dvellings would require relocation to the rear portion d2fficulties have been resolved. : eo
& t of their respective properties, Further singte family would also depend on the resolution of the : “
ee 3. Exiating 33' lot cubdivision and gazetted road require a replot, . water and storm probloas. Actual phscing policies will bu prepared whea fo ee
. : 4. Exteting sanitary sewer from McLean Sevage Pump to Pice River the folleviog is known. . = we
BS : = = ‘ Outfall create spectal subdivision deaign problems. : . 1. Scheme to be used. : 7
i a 5. McLean is Presently a secondary highvay. 2, Water Report recetvad and approval by Couscil.
: . ; Alternatives , ; 3. Yuaping.and Broadway diteh problos resolved,
fee = | 7 5 Three Basic Schemes showing suggested land use are depicted by ,
e is sketch plans. Many variations are possible, howeeer, the three shown offer
‘ the most probable desired effect, . . =
oak A : é The tining depends on the Up grading of the water syaten and the : :
: as ; é resolution of 2 stora sever plan, The upgrading, extending and constructios : i
Sf : 7 of sanitery sewers and road can be dons in eonjunction vith subdivisions. . ho :
; ; Scheze I . . : ~
; Me 2 : Because of existing land use thie sckene appears to offer the woat ; . :
> } . * compatable pattern, the establishment of Che Service Industrial Zone should : z
Ae , . - be prepared prior to the tintng and developaent of the proposed shown single . . : : ;
han : family residential area. Once the phasing is eatablished those who buy and . ; . : a
; construct dwellings adjacent to the buffer strip and service industrial wil) . .
” 7 be avare of the industrfal zoning intents slong Broadway and McLean. tn. this . . a ners
= 2 : : Ss : achene it would be possible to allow the first phese to Proceed ¢ once the ‘results. : _ : : . fe
* : . of the vater study is know. ;
3 A : : Thin scheae fo ain’lar to @L except for the chird phase of earvice = ; : ;
bated =
eae a4 = FS