neighbourhood design criteria - valley ridge · neighbourhood design criteria design concepts the...
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Country Estates-
Neighbourhood Design Criteria
Design Concepts
The following Neighbourhood design guidelines apply to Valley Ridge. A set of design
guidelines has been developed to ensure an attractive appearance for the homes of Valley
Ridge. The guidelines are not intended to restrict creativity but to help create a community of high quality.
Minimum Square Footages:
Houses in Valley Ridge shall have the following minimum area:
Bungalows Split-level
1100 sq. ft. 1100 sq. ft.
102 1112
102 1112
Two Storey 1500 sq. ft. Bi-level 1100 sq. ft.
140 m2
102 m2
Minimum floor areas apply to gross building area at or above grade. Areas of garages, outdoor decks and basements are not included in this calculation.
Exterior Finishes:
I. \\'alls
• The front elevation shall be finished with brick, tyndall stone, logs, stucco,siding or combinations as approved by the Developer.
• Brick, stone or siding must have a minimum of 2' - 0" return around corners.• Side elevations exposed to the street must have some detailing similar to the
front elevation.• If house is all stucco, the stucco shall be a California style finish with strong
detailed massing elements. Examples of house designs showing this typeof detailing are illustrated.
• If house is all siding or a combination thereof, then appropriate trim boards,mouldings, detailing, etc. are to be used.
• If logs are used they must be treated with the proper stain upon completionof construction and also for future maintenance.
Valle,· Ridoe . ...
Neighbourhood Design Criteria March 1998
2. Roofs:Handsplit cedar or pine shakes or shingles.
• Clay or coloured concrete roofing tiles.• All roofs shall have a minimum overhang of 2'.
Asphalt shingles are permitted.• Metal roofing (type and colour must be submitted with approval).
3. Chimneys:• Chimneys must be finished consistent with the finish of the house.
Corbelling is required. No exposed prefinished metal chimneys will bepermitted.
Colours
• Soft colours such as beige, tan, grey, salmon, etc. are encouraged.• All colour schemes will be approved on a lot by lot basis.
Siting / Setbacks:
1. Minimum Front Yard - 150' or 45.7 m (from centreline of roadMinimum Side Yard -·20• or 6 mMinimum Rear Yard - 20' or 6 m
2. Rural municipality of Moose Jaw zoning regulations, local easements,encumbrances and Development Agreements shall be respected.
Garages, Driveways and Buildings
• All homes must be constructed with at least a double attached garage.• Driveway locations are specified for certain lots as shown on the grading
plan. No deviations from designated driveway locations will be allowed(exceptions must be preapproved by the Developer).
• Accessory buildings shall have a minimum front yard setback of 200' or 60m and minimum rear yard setback of 20' or 6 m.
Valley Ridge Neighbourhood Design Criteria March 1998 Page2
Valley Ridge Fencing recommendations
• A Living Fence consisting of trees and/or shrubs is encouraged by theDeveloper. P.F.R.A. trees are available free.
• To generate a high 1evel of harmony and permit more variation in house formand finishes, we recommend that consistent detail and colour be used for allrear yard fences in your neighbourhood.
• Please choose one of the following fence designs for your rear yard fencing.• All fencing shall be a maximum of 1.5 meters (5 feet) high.• All fencing shall be constructed of materials and finished in natural stains
similar in colour or shade to be approved by the Developer.
Post & 2 x 6 board fences (natural stain or other approved finishes)
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Valley Ridge Neighbourhood Design Criteria March 1998 Page3
Post & Rail Fence
,= =·
Ji
J
Living Fence
- minimum height at maturity of 1.5 m or 5'
Valley Ridge Neighbourhood Design Criteria March 1998 Page4
Approvals:
All house plans must be submitted to the Developer for approval prior to submission for a building permit from the Rural Municipality of Moose Jaw. These submissions will include three (3) fulls sets of drawings including a site plan at 1 :200 scale and a complete colour schedule.
Valley Ridge Developers will have the sole discretion as to the interpretation and enforcement of the guidelines and changes to designs may be required before approval. Submissions are to be forwarded to:
Ark Yee Designs & Illustrations 1013 Normandy Dr. Moose Jaw, SK S6H 3G8
Final Decisions:
Phone/ Fax: (306) 693-8�14
yalley Ridg� Develope:s rese�es the righ! to d�sappro�e any plan which, in their opinion:;··
1s not aesthetically pleasmg or m context with ne1ghbounng houses.
Examples Of Exterior Elevation Detailing:
Valle�· Ridge Neighbourhood Design Criteria March 1998 Page5
Valley Ridge Information
C.1\.1.H.C. Guarantee aYailableBank Financing Offer (CIBC)Architect fees for Valley Ridge residents "ill be discounted (Ark Yee)P.F.RA. - free trees for each ownerSewage disposal system design & specifications (Dept. of Health illustration)
Amenities
A 5 acre park area will provide Valley Ridge residents with a community recreational area.
Schools
Elementary and high school students will be transported to school by the Thunder Creek School Division. Elementary students may attend Lindale School or St. Margaret French Immersion School. High school students may attend the school of their choice.
Rural Municipality of Moose Jaw Assessments & Licences
The Valley Ridge Development falls within the Rural Municipality of Moose Jaw's jurisdiction and as such, tax levies shall be paid to the R.M. A building permit must be obtained from the R.M. of Moose Jaw prior to the commencement of construction.
Tax assessment information is available from:
The R.M. of Moose Jaw 170 Fairford St. W. Moose Jaw, SK S6H 1 V3 Ph: (306) 692-3446
I,___________ of __________ _
hereby acknowledge receipt of the Valley Ridge Neighbourhood Design
Criteria, and agree to abide by the guidelines for construction contained
herein, dated this _____ day of
Witness Valley Ridge Lot Owner
Valley Ridge Neigltboorhood Design Criteria March 1998 Page6
---
Phase I
Valley Ridge Country Estates Price List
wt Block Price Lot Size Civic Address
1 2 SOLD 2.30ac. 54 Mustang Trail
2 2 31,900 2.30 ac. 58 Mustang Trail
3 2 SOLD 2.23 ac. 62 Mustang Trail
1 3 SOLD 3.25 ac. 47DawnRoad
2 3 SOLD 2.80 ac. 43DawnRoad
3 3 SOLD 2.80ac. 39DawnRoad
4 3 34,900.00 2.80ac. 35 Dawn Road
5 3 34,900.00 2.80 ac. 31 Dawn Road
6 3 SOLD 2.80 ac. 27DawnR.oad S-'crLc{
3 •3i,ioe ae 3.40 ac. 23DawnRoad
5 4 SOLD 2.68 ac. 36DawnRoad
6 4 SOLD 2.90 ac. 32DawnRoad
7 4 34,900.00 2.83 ac. 28DawnRoad
8 4 S<iL�
34,988. 2.70 ac. 24DawnRoad
All lots listed above are serviced with a city water connection, natural gas, telephone, power and gravelled roads. Prices do not include sewage disposal system (minimum specifications are provided in Appendix A). All prices are subject to GST. Prices subject to change without notice.
• Deposit: $5,000 or 20% of Lot Price, whichever is greater.• Balance: due at time of (i) construction start or (ii) within 6 months of receipt of deposit.
Interest: CIBC Prime (as varies) + 2% commencing 30 days from receipt of deposit.
Valley Ridge Price List March 1999
170 FAIRFORD STREET W.
MOOSE JAW, SK
S6H 1V3
February 19, 1998
Mr. Doug Mintenko Box 1621 Moose Jaw, Sask. S6H 7K7
Dear Doug:
TELEPHONE (306) 692-3446
FAX (306) 691-0015
Re: Sewage Disposal at Valley Ridge Subdivision - NW 25-16-27-2
Some time ago you made a presentation to Council to use a new "Infiltration Disposal System" on properties on the above subdivision as an alternative to the mound system which was approved in the original Development and Servicing Agreement.
I wish to advise that Council has given formal approval to use the said system as an alternative to mounds or if the purchasers wish to be able to still use the mounds.
The followjng mot.ion was passed at Council's Feb. 3, 1998 meeting:
"That we advise Doug and Theresa Mintenko that we are prepared to allow an amendment to the ex.isting Development Servicing Agreement to allow as an option for the installation of an · Infiltrator System approved by Sask. Health on the understanding that this system be double in size in the same manner as provjded w.ith the mounds .in the current Development and Servicing Agreement."
If you agree with the contents as set out herein in this letter, please sir;n and return one copy t:o this office at your .early convenience. We will then attach same to Lhc agreement along with a copy of the literature and the letter of Mr. Gordon Watt of the Moose Jaw Thunder Creek Health District..
Yours
We, Doug and Theresa Mintcnko hereby agree with the requirements as set out in the resolution passed by Council as it refers to Valley Ridge Subdivision on the NW 25-16-27-2.
d���◊ ----
THERESA MINTENKO
Moose Jaw - Thunder Creek
district health board
December 16, 1997
Mr. Doug Mintenko Box 1621 Moose Jaw, Saskatchewan S6H 7K7
Dear Mr. Miritenko:
Community Health
Services
Room 107
110 Ominica Street West
Moose Jaw, Saskatchewan S6H6V2
Tel: (306) 691-64o0
Fax: (306) 691-6444
Re: Sewage Disposal at Valley Ridge Subdivision, R.M. #161
This letter is in follow-up to our conversation on December 10, 1997, when we discussed the use of "Infiltrator" or "Chamber" systems. This system for private sewage disposal was recently approved for use by Saskatchewan Health in September, 1997.
Based on the information subdivision application in approved for use.
and data collected for your 1995, the Chamber system is
The sizing of the Chamber system is based on the sizing used for Absorption Field Systems, but for this development the R.M. of Moose Jaw is requiring that the sizing for sewagedisposal systems be doubled.
If you have any further questions, please telephone me at 691-6418.
Yours truly,
/4,L.,,.._4-.c,J� Gordon A. Watt, CPHI(c) Public Health Inspector II
GAW/paw
C. C. : Paul Silvester, Senior Public Health Inspector James Nichol, Administrator, R.M. #161
Health Promotion and Illness Prevention
2.2.-& SEWAGE MOUNDS
ftp p e f1.-ci i..x-, l
In certain locations because of parcel size, terrain or water table depth, sewage mounds may be the recommended sewage disposal system. For the purpose of this manual, sewage mounds are differentiated by their type. Both types are acceptable and are similar in operation, the major difference being success rate and price.
Sewage mounds operate on the combined principle �f an 9pen discharge and field system. Sewage effluent is priiuped to the filter using the same concept as the open discharge system. However, rather than having the sewage discharged onto the ground surface, it is directed to the distribution field located within a mound of specifically prepared earth and gravel.
Type I Mound
The following information will act as a useful guide for the proper construction of a Type I mound.
(1) Unless otherwise approved, a Type I sewage moundshould:
(a) not be located on a lot having an area of less than465 square metres (5000 square feet};
(b) not be located in areas where the isolationdistance is less than 1.5 metres (5 feet) from thebase of the filter to the top of the water tablewhere the soil is clay or similar material or 7.5metres (25 feet) where it is sand or similarmaterial.
(2) Where approved, a Type I�sewage mound should:
{a) be located at least 10 metres (35 feet) from a building;
(b) be located at least 15 metres (50 feet) from aproperly constructed well;
{c) be located at least 7.5 metres (25 feet) from aswimming pool;
(d) be at least 12 metres {40 feet) in diameter at thebase.
15
May 24, 1994
(3) Material/construction requirements:
(1)
( a)
(b)
(c)
(d)
(e)
( f)
(g)
(h)
( i)
(j)
minimum volume of grated stone: JO cubic metres (1060 cubic feet) where native soil is sand and gravel; 40 cubic metres (1410 cubic feet) where native soil is silty sand to clay silt; 60 cubic metres (2120 cubic feet) where native soil is clay;
size of grated stone: 10 mm - 70 mm(\ inch - 2 3/4 inch);
minimum length of pipe: 18 metres (60 feet-) of 4 inch diameter perforated pipe with ends capped;
distribution box: when used, the box should be of plastic material;
thickness of grated stone: • below perforated pipe 450 mm - 750 mm (18 inch -
30 inch)above perforated pipe - 150 mm (6 inch);
extend stone at least .5 metres (2 feet} past ends of perforated pipe; cover stone with straw to a depth of 150 mm - .5 m (6 inch - 1 foot); cover straw with 150 mm - 200 mm (6 inch - 8 inch) of top soil; slopes of the mound should not·be too steep. (A good rule of thumb is "if you can't push a lawnmower over, then it's too steep"); protection from freezing:
at least .5 metres (1 - 2 feet) of snow cover during winter; where inadequate snow cover, the use of straw bales is suggested.
(b)
(c)
TYPE I l10UND 16
May 24, 1994
_.
Type II Mound
Although construction of this mound is more expensive than that of the Type I Mound, its operational success rate is greater. The Type II Mound is the system of choice in large rural subdivisions and like the Type I Mound, can be used where other sewage disposal systems are not possible.
It is important to note that care must be given to the design and construction of the Type iI mound. The following information should assist in the proper construction:,
(1) Where approved, a Type II sewage mound should:
(a) be located at least 10 metres (35 feet) from a
building;(b) be loacted at least 15 metres (50 feet) from a
properly constructed well;(c) be loacted at least 7.5 metres (25 feet) from a
swimming pool.
(2) Percolation:
The Type II mound may be constructed on any soil provided that the percolation rate in all layers of the natural or fill soil to a depth of at least 600 mm (2 feet) below the sand, is faster than 120 minutes per 25 mni (1 inch). And providing that below the sand layer there is at least one layer of soil, either natural or fill, at least 300 lil1D. (1 foot) thick, that has percolation rates slower than five minutes per 25 mm (1 inch).
(3) Slope:
Whenever possible, mounds should be located on flat areas or crests of slopes. A Type II mound should not be located on a slope where:
(a) the natural slope is more than 3% and thepercolation rate is slower than 60 min per 25 mm(1 in) to a depth of at least 600 mm (2 ft) belowthe mound's sand layer;
(b) the natural slope is more t4an 6% and thepercolation rate is slower than 30 min per 25mm(1 in) to a depth of at least 600 mm (2 ft) belowthe mound's sand layer;
17
May 24, 1994
(c) the natural slope is more than 12% and regardlessof percolation rate;
(d) whenever mounds are located on slopes, anydiversion shall be constructed immediately up slopefrom the mound to intercept and direct runoff awayfrom the mound.
(4) Pump sizing:
(a) the quantity of effluent delivered to the mound perpump cycle should not exceed 25% of the estimatedor measured daily sewage flow;
(b) the effluent pump rate of discharge should bedesigned to deliver effluent to the mound over aminimum time of five minutes while maintaining headpressure in accordance with Table I;
(c) distribution of effluent over the gravel bed shouldbe by perforated pipe under pressure from amanifold (see lateral configuration diagrams);
(d) the rate of discharge per perforation diameter andhead pressure should be calculated as specified inTable I;
{e) pipe perforations should be drilled straight intothe pipe and not at an angle;
(f) the perforated pipe laterals should be connected toa manifold pipe with the ends capped (see lateralconfiguration diagrams);
(g) the piping should be spaced no further than 1000 mm(40 inches) on centre, be no further than 500 mm(20 inches) from the edge of the gravel bed, beinstalled level with the perforations downward andbe sized in accordance with Table II (see lateralconfiguration diag_�ams).
(S) Materials: (see Type II Mound diagram)
(a) the total area of the gravel bed should be sized onthe basis of 50 litres per square metre (10 gals/10square feet) of effluent per day;
(b) the minimum size of a gravel bed should be 3 metres(10 feet) by 12 metres (40 feet);
(c) in no case should the width of a gravel bed exceed3 metres (10 feet);
(d) a minimum of 300 lDlD. (1 foot) of sand should beplaced where the gravel bed is to be located;
(e) the top of the sand layer upon which the gravel bedis located should be level;
18
May 24, 1994
(f) the sand layer should be a minimum of 900 mm(3 feet) above any seasonal saturated layer;
(g) the sand layer should be a minimum of 1500 mm(5 feet) above any impervious layer;
(h) 225 mm (9 inches) of gravel should be placed overthe sand bed area below the laterals;
(i) 500 mm (20 inches) of gravel should be placed overthe laterals;
(j) a layer of straw should be placed over the gravelbed material to an uncompacted depth of 75-100 mm(3-4 inches);
(k) sandy loom material should be placed on the gravelbed to a depth of 300 mm (1 foot) in the centre ofthe mound and to a depth of 150 mm {6 inches) atthe sides;
(1) a minimum of 75 mm (30 inches) of top soil shouldbe placed on the film material over the entire areaof the mound;
(m) a grass cover should be established over the entirearea and no shrubs shall be planted on the top ofthe mound.
Top Sol Cove< l'l'W'lmuTI of 7S nvn (3 nd!M) deep .75 mm (3 ndl) iay.... d straw 0\"8t' � bfod
S4rldy loam Al Mfflel'iaJ 300 mm (12 �) deep n the center 150 mm ('5 Indies) deep on ltle sl6a
G�B'>d 225 nvn � n:::hM) IXlde< l«lOrals 50 nvn (2 lndl4-t} a1;,,ow �
sideSlopa -4 Hottzootal tZ) 1 V«tScai
-4
Manifold and lan.vab
� 3m(101-ee)grawl� I fflMIUred from 1M MfT0WMt �ta I
Mnmun C: 300 IM'I (12 lndl) Iayv.- of sand below the gnr.,ej bed
----- Emu.rt Un• from� Tank The bottom of the gravel bed must be a minimum of 900 mm (3 feet) above t1r1y restr1dlng layer °'seasonally saturated layec".
The bottom of the gnivel bed must be a minimum of 1500 nvn {5 feet) above any lmpeN!oo, layer.
Type II Mound
19
May 24, 1994
Perlo,•1,on1 a,e (Jr,lled ,n <l'>e bottom ol ll'>e Uterals .,,_, I.he end caps. Fo, d,arncter of uceral. 111e and spacol'Q ol oerloru>Ol'IS ... Table I.
u1erals shoukl be spaced not more than 1 m 140 ondletl on cen1er. laterals should be placed no fYfthet than !500 mm 120 ir>chetl from tl\4 edge of ttle Gtavel Bed.
Type A
..,>'
,,..,,,,, .,.�-.,.,.�_.,,.
�� .. .,,,,. _,..,-.·1"""
latetats st>Ould be spaced not mo,e tl\.ltn 1 m C40 inches! 01\ >'
_,; cer,1er. Laterals sl'\oul<J be placed no further than S00 mm 120 �sl from the edoe of tt>e G,avd Bed.
Type 8 Perlo,u.ons a,e dr,lled ,n me bomim of tN Laterals 1nd tr>e end caos. fo, di.ameter of Lateral. s-u atlO spac,no of perfo,atJOt\S see Table I.
Uterals Shc>uld be spaced not more than 1 m 140 ir>cr.esl on �,.,_ uterals shotAd be pl.Ced no f� lt>lln !500 mm 120 inches! from the edoe of the Gra.,el Bed.
Type C
The Rate of discharge per perforation size and Head pressure shall be calculated as in Table 1i 20
May 24, 1994
'· .• .
Table I
Maximum Allowable Number of Perforations Per lateral
(10% discharge variation)
Perforation spacing
Perforation Diameters
in mm (ft.)
(1 ¼ inch) Lateral Pipe Size
750 mm (2.5 ft) 900 mm (3.0 ft) 1000 mm (3.3 ft) 1200 mm {4.0 ft) 1500 mm (5.0 ft)
(1 ½ inch) lateral Pipe Size
750 mm (2.5 ft) 900 mm (3.0 ft! 1000 mm (3.3 ft) 1200 mm (4.0 ft) 1500 mm (5.0 ft)
(2 inch) lateral Pipe Size
750 mm (2.5 ft) 900 mm (3.0 ft) 1000 mm (3.3 ft) 1200 mm (4.0 ft) 1500 mm (5.0 ft)
6.3mm (1 /4")
14 13 12 11 10
18 17 16 15 14
28
26
25 23
22
7.9 mm (5/16")
10 9 9 8 8
13 12 12 11 10
21 19 19 17 16
9.5 mm (3/8")
8
7 7 6 6
10 10 9
9 8
16 15 14 13 12
21
May 24, 1994
Table II
Table of Perforation Discharges in litres (gallons) per Minute
Head Pressure Perforation Diameter in mm 6.3 mm 7.1 mm (ft.) (1 /4"1 (9/32")
300 mm• 2.75 3.45 (1.0) (0.61) (0.76)
450mm 3.34 4.23
(1.5) (0.74) (0.93)
600 mm 11 3.86 4.90
{2.0) (0.85) (1.08}
750mm 4.34 5.45
(2.5) (0.96) {1.21}
1050 mm 5.12 6.46
(3.5) (1.13) {1.43}
1200 mm 5.45 6.93 (4.0) {1.21 l (1.53)
1350 mm 5.79 7.35
(4.5) (1.28) (1.621
1500 mm 6.12 7.75 (5.0) (1.35) 11. 71 l
4.27 (0.94)
5.23 (1.16)
6.05 (1.34)
6.75 (1.49)
7.98 (1.761
8.53 (1.89)
9.05 (2.00)
9.53 (2.11)
8.7mm (11/32")
5.16 (1.14)
6.34 (1.40)
7.31 (1.62)
8.86 (1.80)
9.68 (2.14)
10.35 (2.29)
11.58 (2.56)
11.58 (2.56)
• Use 300 mm of head for residential systemsb Use 600 mm of head for other establishments
m�------�':-.-�·-.. -� ?:/}?�1�·· l c . . • . • -• �-._ ·�-'.-.. · . ..:::::; ,-
MAY 3 0 1994
MOC;:;:..:. . - -:. ·; ?-ii::ALTH
REG10i" i-iv. 2
6.16 I 1.16)
7.53 (1.66)
8.68 (1.92)
9.72
{2.15)
11.50 (2.54)
12.28 {2.71)
13.06 (2.89)
13.76 (3.04)
22
May 24, 1994
•·
EXCAVATING LTD.
Thursday, 06 November, 1997
Doug MintcnkoBox 1621 Moose Jaw,Sask. S6H7K7
RE: Price Quote - Septic system and sewage mound 1) Supply & install 500gal septic tank c/w 4" piping to house. $1,500.00
#Note: Pump extra. 2) Supply & install a suction line from tank to house and a discharge
line from house to sewage mound.(up to 150ft from house) 3) Construct sewage mound, includes piping and 80yds of gravel
and 1 Oyds crushed rock. or � . _ .
.3) 5 ..,..__ pi:,L � c,..� A_ � ....._ S :t--,-.....L L :J:-. -f, Lt:: v---t.o Y-I I .J s·j:s.t�......__ c '' If you have any questions please call me at 693-2631 or 631-0575.
Y;isincer�
f�qch Double K Excvating Ltd.
e No VL. :s I
$ 500.00
$2,400.00 er
$ fiCJI
"t 2.oou oc. - )... :i..oo •(
• I
• E ()...S (, --e V -/:;,c, l-A. ,,,._ '1. $" C 0:... p e. •
� ,J:v--� pe c t;;o"v-- -ps::.vt" Av�� LA..l,le,
o s g- 0/0 v-o v- e. e .Pf. ,·c.. C.-e ""-r ..
Box 63 • Tuxford, SK• SOH 4CO • Phone (306) 693-2631 • Fax (306) 692-0961 ft,,,? I - O �- 7 )- c e L
613-()37S- 5h_,/>
The Equalizer® 36 Chamber for Septic Leachfields.
Equalizer 36 chambers are 38% more effective than a same-length 36 11 stone and pipe system.
The Equalizer 36 chamber is a direct replacement
for old-fashioned stone and pipe leachfields installed
in three-foot wide trenches where regulations require
systems to be sized based on lineal, not square,
footage. You dig exactly the same length of trench
as usual, then install Equalizer 36 chambers in less
than half the time of a labor-intensive stone and pipe
job. It's that simple.
38% more efficiency built into every
Equalizer 36 system.
When you install the patent-pending Equalizer 36
chambers, you actually get 38% more system in
the same space! That's because the Equalizer 36
chamber has 38% more infiltrative capacity built in
foot-per-foot that a conventional leachfield of the
same size. That means 38% more peace of mind
for you, the homeowner, and the environment. The
secret is in the engineered chamber design.
SideWinder™ sidewall.
The Equalizer 36 chamber
features the patent-pending
SideWinder sidewall. This
unique design has over twice
the leaching sidewall area
below the invert than exists in a
same-length stone and pipe system. SideWinder
sidewall
The continuous louvers of the chamber sides wind
fully around the sidewall, offering maximum infiltration.
The Equalizer .36 chamber also features a completely open chamber bottom which provides over twice
the effective downward infiltration of a conventional system, where stone restricts the movement of efflu
ent into the soil. Leaching chambers are a tested
and proven technology with over 300,000 systems
installed over the past 20 years.
The SideWinder sidewall and the open-bottom
chamber work together to provide a leaching
system that is 38% more efficient than a three-foot conventional installation of the same length.
System efficiency.
Equalizer 36 Trench
3 Ft. Stone & Pipe Trench ·
The Equalizer 36 Chamber System is 38% more efficient than a same-size stone and pipe system.
High-density polyethylene construction.
Equalizer 36 chambers are molded of high-density
PolyTuff
"' polyethylene. This proprietary blend con
structed with a large percentage of recycled resin
is formulated for high strength and chemical resis
tance. The chambers are impervious to wastewater
constituents and stabilized to resist ultraviolet light.
Infiltrator chambers are manufactured using an
exclusive patented process to assure consistent high
quality. These combined factors make Infiltrator
chambers the toughest, most reliable chambers in
the industry.
AASHTO H-10 and H-20 load ratings.
Equalizer 36 chambers have been structurally
tested by a registered professional engineer. The
chambers are available with an AASHTO rating of
H-10 (16,000 lb/axle with 12" of compacted cover) for
typical septic use. An H-20 rating (32,000 lb/axle with
18" of compacted cover) is available for special
applications.
Nominal chamber specifications.
Size, Wxlx H 22" X 100" X 12'
Weight 331b.
Storage 63 gal. (8.5 cu. ft.)
Compare the installation and operating advantages.
Conventional stone and pipe system
• Labor-intensive, lengthy installation.
• Dump truck needed for stone delivery.
• Stone hauling adds expense and time, increasessoil compaction in leachfield site.
• Stone in trench reduces infiltrative capacityof sy stem.
Equalizer 36 Chamber System
• Easy assembly and installation by two people.
• Only a backhoe and pickup truck are required.
• Lightweight chambers can be delivered in onepickup truck load and hand-carriGd into position.
• SideWinder sidewall provides over twice the effectivesidewall infiltrative surface area in the same trench length.
---------- - ----------
• System lacks easy insp2ction and monitoring ofleachfield without digging up the yard.
• Geotextilc required on top of stc:ce.
• Overall increased cost.
Stone
Geotextile required to prevent soil intrusion.
c ,ertorated pipe does not give ev.ln distribution.
l=miti� g infiltr .. tir,n.
• Optional inspection port i� provided for easy access
to leachfield with no site disruption.-----
• Solid-topped chambers need no geotextile.
• Overall reduced cost.
SideWinder side•:,all provides over twice tile infiltrative surfac:: ore..:.
Optional Inspection Pon.
En:,re botlom of chamber ;s open for unobsiructed ,r! ·:ration into soil.
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THIS AGREEMENT MADE THIS bl!,_ DAY OF l)ee__ , 1994
BETWEEN:
AND:
AND:
. - __ ,.,.
DOUGLAS AND TERESA-MARIE MINTENKO (Hereinafter called the "Developer") OF THE FIRST PART
THE MUNICIPAL CORPORATION OF THE RURAL MUNICIPALITY OF MOOSE JAW (Hereinafter called the "R.M.") OF THE SECOND PART
VALLEY RIDGE COMMUNITY CO-OPERATIVE OF THE THIRD PART .
WHEREAS the Developer is proposing to develop a Rural Residential Subdivision on the land and premises shown on the proposed plan of subdivision on part of NW 1/4 Section 25, Township 16, Range 27, West of 2nd Meridian annexed to this agreement and marked as Appendix , .
(hereinafter called the "site");
AND WHEREAS the site proposed for the development of the Rural Residential Subdivision is currently zoned K2_ Agricultural Zone; AND WHEREAS at a Regular Meeting of the RM. Council duly convened and held on
7J��i38Z' fo, 1991, Resolutiontff/.t"t-/was adopted as follows:
"THAT the Proposed Pl�n of Subdivision showing NW 1/4 Sec. 25-16-27-W2m. be approved subject to:
a Development Agreement being executed between the R.M. of Moose Jaw and the Developer for the services necessary for the development of the proposed Rural Residential Subdivision.
THAT upon completion of the subdivision re'!lew process and no negative comments being received, that the Reeve and RM. Administrator, on behalf of the RM. of Moose Jaw, in accordance with the subdivision approval authority delegated by the Minister of Municipal Affairs in accordance with Section 135, of the Saskatchewan Planning and Development Act 1983, be authorized to approve the subdivision being the subdivision of NW 1/4 Sec. 25-16-27-W2m."
AND WHEREAS the Council of the R.M. of Moose Jaw is prepared to approve the development of a Rural Residential Subdivision on the site subject to certain specific servicing and development standards with respect to that use,
AND WHEREAS pursuant to Section #143 of the Planning & Development Act. 1983, the RM. Council has the authority to require the Developer to enter into this servicing agreement. AND WHEREAS the specific development standards are, in the opinion of the Council, necessary to secure the objectives of the Moose Jaw Regional District Development Plan.
NOW THEREFORE THIS AGREEMENT WITNESSETH AS FOLLOWS:
1. In the recitals to this Agreement and in this Agreement:
2.
(a) RM. Engineer means the appointed RM. Engineer of the RM. of MooseJaw or his representative, duly authorized by him.
(b) Development means development, as defined in Zoning Bylaw No. 1-90of the R.M. of Moose Jaw, as amended.
(c) Development Officer means the person responsible for administering theZoning Bylaw
(d) Valley Ridge Community Co-operative, Reg.# -�05063, is the legalentity comprised of all acreage owners, that wilr be responsible formanagement of the services in the Subdivision.
(a) The Developer shall construct a Rural Residential Subdivision on the sitein accordance with the terms and conditions hereinafter set forth.
(b) The Developer shall, at their own expense, retain a Saskatchewan LandSurveyor for the purpose of preparing and registering the registerablesurveys under the land Surveys Act and the Land Titles Act as shown inthe proposed plans of subdivision annexed hereto and marked asAppendix 1.
(c) The Developer shall, at their own expense, make application to the RM.Municipal Planning Commission and the RM. Council to subdivide thelands to accommodate the construction of the Rural ResidentialSubdivision.
3. In developing the site described herein, the Developer shall comply with thefollowing specific development standsrds in respect to the Developer's RuralResidential development upon the opening of the Rural Residential Subdivisionon the site:
(i) Roads:
All proposed roads in the subdivision shall be constructed according to Municipal standards and acceptable to the R.M. of Moose Jaw. The Developer shall dedicate to the Crown, as public highway, all proposed public road allowances included in the plan of subdivision. The roads shall be constructed by the R.M. of Moose Jaw, or by a contractor approved by the RM. of Moose Jaw, and the cost shall be paid by the Developer. Road construction costs shall include any engineering required to construct the roads to the required standard and shall also include the cost of drainage structures, gravel, and dust control.
(ii) Development Construction:
All new development shall be constructed in such a manner so as to minimize potential damage to the Subdivision and to comply with all RM. Zoning Bylaw requirements.
(iii) Drainage:
The lands and premises shall be constructed and developed such that any drainage from the land shall meet the standards of the RM. of Moose Jaw, and as may be required and/or approved by the R.M. Council in consultation with Sa�k. Water.
(iv) Water services:
Each Residential Site shall be connected to the City of Moose Jaw's water utility service. The cost of the construction of the water service shall be paid by the. Developer.
(v) Sewer Services
Each Residential Site shall be required to be connected to the City of Moose Jaw sanitary sewer utility, when available. However, if the City of Moose Jaw sanitary sewer is not available, then each residential site will be required to install a private sewage disposal system.
For private sewage disposal systems, each resident shall be required to receive approval and a permit from the Saskatchewan Department of Health for a private sewage disposal system prior to construction of dwellings or installation of any components of the sewage system. Residents will be required to install a septic tank for the private sewage system and the City sewage system (CSA approved) and above ground filter constructed to meet requirements of the Standard ( either Type I gravity run or Type II pressure distribution). The minimum size of the above ground filters required by the R.M. shall be double the size of the current Saskatchewan Department of Health requirement of 45 cubic yards of gravel fora total of at least 90 cubic yards of gravel.
· ·
The cost of �e construction of each private sewage system shall be paid by each acreage owner.
(vi) Telephone Services
Each residential site shall have telephone service, which will be installed by Sask Tel. The cost of installation of the service shall be paid by the Developer.
(vii) Electric�( Services
Power service to the subdivision shall be installed by Sask Power Corporation. The cost of the installation of the power service shall be paid by the each acreage owner.
(viii) Site Lighting:
Standard lighting for the subdivision shall be installed and maintained on each lot by the acreage owners. The lighting shall be a minimum of 150 watt Mercury Vapor or Sodium Vapor type light and used for site lighting purposes.
(ix) •Landscaping:
The site shall be developed and landscaped as shown on the attached site plan marked Appendix 2. The Municipal Reserve and buffer strips shall be planted to grass, trees and shrubs by the Developer. The cost of the landscaping shall be paid by the Developer. The Developer shall be responsible for maintenance of the Municipal Reserve and Buffer strips for a period of two years, after which time the Valley Ridge Community Co-op shall be responsible for maintenance and further Development.
(x) Natural gas service
Natural gas shall be installed in the Subdivision by Sask Energy and the Developer. The cost of installation of the natural gas shall be paid by the Developer.
4. {i) Maintenance of Streets
The Developer is responsible for .construction of gravelled roads and in addition,maintenance of the same for a period of two years from the date of completion ofconstruction cf the roads. At that time the RM. shall be responsible formaintenance of all the roads .
{ii) Snow Removal on Streets
Snow removal shall be the responsibility of the Developer for a period of twoyears, after which time the Valley Ridge Community Co-op shall be responsible.The Rural Municipality does not supply Snow Removal services to any other partof the municipality and shall not supply snow removal service in the subdivision.
5. Performance Bond or Letter of Credit
The Developer shall post a Performance Bond or Letter of Credit from a Chartered Bank or other accredited Financial Institution to ensure that the Development described herein is completed. The bond or letter of credit will be equal to or greater than the total development cost as set out in Appendix 3.
6. Notice of Servicing Agreement
The Developer shall advise each acreage owner of the existence of this Agreement and its tenns prior to their purchase of land.
7. Noise and Air Pollution
The Developer shall advise the acreage owners the proximity of 15 Wing Base, the Moose Jaw Air Force Base and the noise as a result of airplanes in the vicinity and also the air pollution caused by the existing adjacent feedlots.
8. Building and Development
Building and development shall conform· to the R.M. 's Zoning Bylaw# 1-90 and the Unifonn Building Accessibility Standards Act.
9. Fire Protection
The fire protection service provided by the municipality shall be the same as currently exists in the municipality, as per lntermunicipal Agreement with the City. Property owners will be required to have insurance coverage which provides for the cost of fire fighting services.
10. Solid Waste Disposal
Solid waste disposal shall be constructed and installed in the form of sheltered or enclosed dumpsters located at the Municipal Reserve, with cost to be paid by the Developer. The Valley Ridge Community Co-operative shall be responsible for the cost of operating and maintaining the solid waste disposal.
11. Services
As a condition of sale, it is understood that the Developer shall require all acreage owners to become members of the Valley Ridge Community Co-operative for the purpose of future maintenance requirements for all services, water and sewage systems. Each acreage owner must install a water meter for water line connection and a dual compartment septic tank {C.S.A Approved), with the appropriate pump and valves as required for each connection to the City's sewage system or private sewage disposal system. Specifications shall be provided by the Developer. The City's billing for services shall be one bill to the Co-op, and the Co-op shall bill the individual acreage owners.
12. The Developer agrees to pay all costs incurred relating to the establishment ofsurvey pins as required, and any legal surveys required by the R.M. of MooseJaw.
13. The Developer agrees to have all survey pins in place, clearly marking all streetsand easements, prior to the RM. undertaking any installation of roads.
14. The Developer and the R.M. agree that all of the work described in thisagreement shall be completed to the same set of standards and specifications asutilized by the RM. in the construction of similar undertakings. The constructionof services shall be completed on or before the dates specified below.
Service
- Survey- Utility Construction- Road Construction- Landscaping
Timing
April/95 May/95 June/95 Sept./95
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15. The Developer agrees to control and prevent the growth of weeds to thesatisfaction of the Weed Inspector of the R.M. of Moose Jaw within the site to bedeveloped. The Developer further agrees that the RM. may take such measuresas it deems necessary to prevent and control the growth of weeds, and maycharge the Developer for any amounts expended therefore, should the Developerfail to control the growth of weeds as stated herein.
16. The Developer covenants with RM. that the Developer shall at all times hereaftersave harmless and keep indemnified the RM. from and against all claims,demands, damages, expenses, costs, action and causes of action, which may bemade or brought against or incurred by the R.M. for, in respect of, or in any wayarising from the construction, repair, maintenance, operation, existence of, or thedevelopment of the lots in the subdivision, or any apparatus or equipmentinstalled or used in conjunction therewith, or any part thereof by the Developer;and the Developer shall further save harmless and keep indemnified the RM.from and a·gainst any judgement for damages, injunction, or other remedy whichany person may recover against the RM. for, in respect of, or in any way arisingfrom the construction, repair, maintenance, operation or existence of, ordevelopment of the lots in the subdivision or any part thereof.
17. The Developer agrees that the RM. may register this agreement by way ofCaveat at the Land Titles Office for the Moose Jaw Land Registration District,and that registration of this agreement by way of Caveat, shall be deemed to bean Agreement and Caveat pursuant to Sections 143 and 215 of THE PLANNING
AND DEVELOPMENT ACT 1983 of the Province of Saskatchewan, or as thesame is from time to time amend�d. and this agreement shall run with the landand binds the owner of the lands affected by this agreement and his heirs,executors, administrators and assigns.
18. It is distinctly declared that no contract of any kind whatsoever by, or on behalf ofthe Developer shall arise or be implied for anything in this ·contract contained, orfrom any position or situation of the parties at any time, it being clearlyunderstood and agreed that the express contract, covenants and agreementscontained herein are and shall be the only contract, covenants and agreementsupon which any rights against the RM. are to be founded. The Developer furtherrepresents that on entering into this contract it has not relied on any previous oralor implied representation, inducement or understanding of any kind or nature.
19. The Developer shall comply with all existing R.M. regulations, bylaws, andpolicies relating to this development.
20. The Developer shall not assign this agreement, or any part thereof, without firstobtaining the written consent of the RM.
21. The Developer hereby covenants and agrees with the RM. to execute suchfurther documents, plans and surveys as may be necessary to give effect to thisagreement.
22. The RM. hereby covenants and agrees with the Developer to execute suchfurther documents, plans and surveys as may be necessary to give effect to thisagreement.
IN WITNESS WHEREOF the Developer and the RM. have executed thisagreement on the day and year first above written.
SIGNED, SEALED AND DELIVERED
Witness
. CW�ness
wjness
"'f(! ri.;' k, £ ,,;:,cWitness _c/
VALLEY RIDGE RURAL DEVELOPMENTS
VALLEY RIDGE COMMUNITY CO-OP- •.:·.·
L.,ct ... �) ._.
THE RURAL MUNICIPALITY OF MOOSE JAW
� M-1 rf/ 11/t_µ 4�/466 b. . Reeve �
�eal
Authority
BYLAW NO. 4-94 RURAL MUNICIPALITY OF MOOSE JAW NO- 161
ZONING BYLAW AMBNDMBNT
Pursuant to Section 67 of The Planning and Development Act, 1983, th Council of the R.M. of Moose Jaw hereby amends its Zoning Bylaw No.1-88 by enacting this bylaw as follows:
Text Change
1. To add the following subsection to 6.2.3:
"6.2.3 (h) Sqbject to section 6.2.8, Low DensityResidential Sites;"
2. To add after 6.2.7 the following
"6.2.8 MULTI LOT RESIDENTIAL
Low density resid�ntial site permitted pursuant to Section 6.2.3 (h) shall comply with the following:
(a) No livestock shall be permitted;(b) No further subdivision of a site shall b e
permitted except for �inor lot line adjustments;(c) Minimum lot size - 0.81 hectares ( 2 acres);(d) Maximum lot size - 2.82 hectares (4.S acres);(e) Minimum frontage -65.0 metres (213.S feet);(f) Minimum Front Yard 45.7 metres (150 feet) from
the centre line of the road.Minimum Side Yard 6.0 metres (20 feet)Minimum Rear Yard - 6.0 metres (20 feet)
3. To add the following subsection to Section 5 General RegulationsSubsection 5.2 is amended by adding the following after 5.2.3
ftS.2.4 BOMB OCCUPATIONS
Home occupations may be permitted at council's discr�tion subject to the following conditions'
(a) The use should not involve the display or storage of goodsor equipment upon or inside the premises such that thesethese items are exposed to public view from the exterior.
(b) No variation in the residential character and appearanceof the dwelling, ancillary residential building. or landshall be permitted.
(c) Advertising signs may be limited in size and number bythe development officer.
(d) The use shall not generate substantially more vehicularand/or pedestrian and vehicular parking than normal
within the district.(e) No offensive noise, vibration, electrical interference,
smoke, dust, occurs, he�t or glare shall be produced bythe use.
(f) No use shall cause an increase in the demand placed on one omore utilities (water, sewer, electricity, telephone.garbage, etc.) such that the combined· total consumption £ordwelling and its home occupation substantially exceeds theaverage for residences in the area
(g) No use requiring electrical or mechanical cause a substantial fire rating change in the district in which the home occupation
(h) The permitted use shall be valid only forthe property is occupied by the applicant
Wi�d,
equipment shall the structure or is located. the period of time for such permitted
••• ••• ••• 2
EXHllllT "A"
BYLAW NO. 4-94 ZONING BYLAW AMENDMENT Page 2
(i) All permits issued for home occupations may be &upject to thecondition that the permit: is reviewed annually and 111ay berevoked at any time if. in the opinion of the developmentofficer. the use is or has become detrimental to the residential character and amenities of the neighbourhood.
(j) Council may, by resolution, declare certain use& to beundesirable as home occupations.••
Effective date This bylaw shall come into force on the date it is approved by the Minister of Saskatchewan Municipal Government.
Adoption
1st Reading 2nd Reading 3rd Reading
S E A L
day of day of day of
Certified a true copy of Bylaw
No. 4-94 adopted by resolution of the Council of the Rural Municipality of Moose Jaw No. 161, on the 1st, day of November. 1994.
S B A L
1994. 1994 1994
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Map courtesy of
MOOSE JAW
CHAMBER OF COMMERCE
Commll«ity ltt/onutiotl Cntrr
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