HomeMy WebLinkAboutPD-3-86 TOWN OF NEWCASTLE
' t REPORT File #35 , ,ms s 1
Res. #
By-Law #
MEETING: General Purpose and Administration Committee
DATE: January 6, 1986
REPORT #: PD-3-86 FILE #:
SUBJECT: WATERMAIN EXTENSION
REGIONAL ROAD NO. 17 NORTH FROM NEWCASTLE VILLAGE
RECOMMENDATIONS:
It is respectfully recommended that the General Purpose and Administration Committee
recommend to Council the following:
1. THAT Report PD-3-86 be received; and
2. THAT the Regional Municipality of Durham be requested to amend the Durham Regional
Official Plan ,to permit the extension of an existing watermain located on Regional
Road No. 17, Town of Newcastle, as requested by a petition of the residents; and
3. THAT the attached proposed Official Plan Amendment be forwarded to the Region of
Durham for their consideration.
BACKGROUND AND COMMENTS:
At the General Purpose and Administration Committee meeting of November 18, 1985, the
* Committee considered a petition submitted by Ms. Arlene Bonsma, copy attached, which
requested the northerly extension of an existing watermain on Regional Road No. 17, north
of the Village of Newcastle. Supporting their petition, the residents submitted
correspondence dated July 10, 1984 from the Regional Municipality of Durham which outlined
the various considerations and costs related to such an extension. Amongst these
considerations is the need for an amendment to the Durham Regional Official Plan inasmuch
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REPORT NO. : PD-3-86 Page 2
as municipal services are only to be provided to designated Urban
Areas.
Notwithstanding this, a prior amendment to permit the extension of
water services to the existing residential cluster of Bondhead was
approved in order to facilitate certain infilling and rectify water
contamination problems. In this instance, the prime reason for
extending the water service would be to resolve a long standing problem
with sodium contamination of wells.
In such an instance, Staff strongly support and recommend extension of
the water system, however, we would not encourage further residential
development in this area as a consequence of such an extension. This
is based primarily upon the proximity of established agricultural uses
and the potential for conflict should further non-farm related
residential development be permitted in this area.
Similarly, extensive development of the area would severly restrict the
development potential of the Newcastle Village Small Urban Area as
presently designated by the Durham Regional Official Plan.
Accordingly, any amendment to the Durham Plan should be based upon the
premise that extension is intended to serve existing residents and
other uses currently permitted by the provisions of the Durham Regional
Official Plan.
In order to achieve this objective, we would suggest that it be
recommended to the Region that an appropriate amendment to Section 14
"Utilities and Services" be considered to facilitate extension of
municipal water services to areas of existing residential development
outside of urban limits in circumstances where it has been demonstrated
that existing private water supplies are inadequate due to contamination
and where it is unlikely that such problem can be overcome by the
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REPOPT NO. : PD-3-86 Page 3
installation of new wells. This would then facilitate consideration of
individual applications on their own merit while, at the same time,
preserving the intent of the Official Plan relative to limitations upon
non-farm related residential development outside of designated
settlement areas .
espectfull ubmitted,
T.T. Edwards, M.C.I.P.
Director of Planning
TTE*j i p
*Attach.
December 4, 1985
cc: Ms. Arlene Bonsma
R.R. #2
NEWCASTLE, Ontario
LOA 1HO
..........
ATTACHMENT NO. 1 TO REPORT NO. : PD-3-86
PROPOSED AMENDMENT TO THE DURHAM REGIONAL OFFICIAL PLAN
PURPOSE: The purpose of Amendment NO. to the Official Plan of
the Regional Municipality of Durham is to provide for
situations where, for health reasons, it is deemed
appropriate to extend municipal services beyond the limits
of designated Urban Areas.
BASIS: On November 18, 1985 the Town of Newcastle was petitioned
with respect to the extension of water services on Regional
Road No. 17, north of Newcastle Village Small Urban Area.
The subject area is outside of the urban limits, however,
owing to unacceptably high levels of sodium contamination of
wells in this area, the Town deems it appropriate to
consider the requested extension without unduly expanding
designated settlement areas consistent with the intent of
the Regional Official Plan to discourage rural non-farm
related development.
ACTUAL AMENDMENT: The Official Plan for the Regional Municipality of
Durham is hereby further amended as follows:
1. Section 14.2.15 is amended by adding thereto the
following words:
"In addition, Council of the Region of Durham may
consider applications for the extension of municipal
services beyond those areas indicated on Map "A" where,
due to well contamination and site restrictions, it is
deemed appropriate and in the best interests of public
health to provide such services to existing residential
properties."
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We, the under; i,,-ned, ,re petitioniric; to have the existing watermain
{ 'tened from the southeast corner of the �'tubin; ton farts to the Talisman
Flea Market.
NAME ADDRESS PHONE
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The above signatures were obtained on Saturday, November 21 1985 and
Tuesday, November 5, 1985. They are the signatures of all the affected
homes. The available water from our wells is not suitable to drink,
the sodium content is fax above the acceptable level. The Ministry of
the Environment is currently doing, a study on our wells and the results
�.. ,rill be available shortly.
REPORT
Ministry of the Environment
Municipality...........T...o...w.n.......o.f......N...es-c,...a..s...t_l..e...... ................Date of Inspection.....,.....,..
Re:.........................Well Water...Q�4A�.ity.,PqTp
........................... lg.int.s......Tqn...qf...Newcastle............................,...,.......,..
.. ..
Field Inspection by............ ?.....Hock ins.............................................Report by............ 1.11.......Ho.d.gins
. ..... .. ............. .................
During the pre-construction survey of private wells
along the Hwy. 35-115 corridor, staff of the Ministry of
Transportation and Communications (MTC) sampled 5
private wells along Regional Road 17 on two occasions.
All 5 properties involved, front on Regional Road 17,
but each property backs onto the provincial highway.
Other homes also back onto the highway, but the MTC
survey was confined to those houses closest to the
roadway at the north end of the strip. Four of the 5
properties sampled are served by wells terminating at or
into the limestone bedrock, while the other well in this
group, serving the Flea Market property, derives its
water from a shallow aquifer within the overburden.
This area has a history of both quantity and quality
water problems. The latter were again demonstrated by
results of the MTC survey of these various wells .
Severe quality problems were apparent with both the
overburden and bedrock and aquifer. In the latter, the
test results indicated a salt contamination problem
while the results from the shallow zone, demonstrated
nitrate levels exceeding the provincial guidelines.
As a result of the elevated salt levels in the deeper
wells and a possible connection with road salting
activities, the Claims Section of MTC requested that the
Ground Water Unit of MOE, Central Region, conduct an
investigation to determine the source. The initial
investigation was carried out on September 19, 1984,
with two additional samplings conducted on May 6 and
October 24, 1985.
The MOE investigation was concentrated on the Nadeau,
Ripley, Bonsma and Bugelli properties located on the
west side of Regional Road 17 in the north part of
Lot 29, Concession 2, Town of Newcastle (Drawing 1) .
Cross-section Drawing 2 was based on the available Water
Well Records in this area and on data collected prior to
and after the Newcastle Municipal Well was operated in
the mid-70 ' s in this vicinity. The bedrock contact in
this area generally lies in the 290-3001 elevation, ASL
range. The Newcastle area is covered mostly with
'glacial and glacio-lacustrine sediments from 40-70'
thick. The underlying bedrock is a greyish limestone of
the Lindsay formation, of Upper Ordovican Age.
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Available information indicates that the bedrock does
not constitute a productive aquifer because of the low
yields and poor quality of water.
Although records are not available for all wells listed
on the profile, any wells greater than 50 feet. in depth
conceivably derive their supply from the deep zone just
above or within the underlying limestone bedrock. The
bedrock aquifer appears to be the principal source of
water supply in this area, but there is a secondary
water-bearing formation within the overburden material
which may or may not be continuous through the entire
strip.
Tests conducted at the time the municipal well was
placed into service in 1975 indicate that there may be
some leakage from the shallow zone to the bedrock
aquifer in the immediate vicinity of the production
well, but as you proceed to the north, the overburden
thickness increases appreciably, thereby reducing the
possibility of any connection between the two zones .
The distinct difference in water quality data from these
two formations at the north end of the strip appears to
support this conclusion.
The water quality data for the various wells sampled by
both the MOE and MTC labs are listed in Table 1. A
brief summary of the test results for each well sampled
is contained in Appendix A. With brief description of
the majority of the tests conducted, together with
tables of the MOE Drinking Water Objectives contained in
the attached booklet.
The principal area of concern with those wells
terminating in the limestone bedrock were the sodium and
chloride values . Due to the hydroscopic and
dis-association properties of sodium chloride or. "common
salt", it is commonly used as a de-icing agent in
winter and as a regenerant compound for water softeners .
Salt is also a component of septic waste. All three
sources of salt can cause a significant impact on the
natural groundwater quality.
In this situation, the overburden material reportedly
consists predominantly of clay to a depth generally in
excess of 50 feet. Under these conditions, it is ;
unlikely salt from any of the three aforementioned
surface or subsurface sources of input could readily
penetrate the clay to reach the bedrock aquifer. The
rather severe salt contamination observed with the
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various wells penetrating the bedrock in this area would
therefore appear to be a natural "connate water" found
in fractures within the rock itself. Excessive
hardness, high sulphates and even methane gas are also
indicative of waters of this type. This type of water
generally occurs in pockets but the quality generally
deteriorates further with depth. All wells appear to
terminate about the same elevation according to the
profile but the Bugelli well reflects the worst quality
of the wells sampled and may be closest to the actual
source.
This appears to be a fairly widespread problem
throughout the area. Other drilled wells penetrating
the limestone bedrock sampled in recent months have
reflected similar poor water quality. In one such
supply, methane gas was encountered at a fairly
significant concentration. This merely compounds the
existing water quality problems . Although no evidence
of methane gas was reported with any of the drilled
wells sampled as part of this study, it is possible that
other wells in this vicinity did actually encounter
pockets of the gas within the rock. Based on the
available information for this area, it would appear
that at least 7 of the 11 properties beyond the existing
water-serviced area are served by wells terminating on
or into the limestone bedrock with the remaining 4
serviced by shallow dug wells terminating in the
overburden material . !
The water quality of the shallow dug wells in this
vicinity differs appreciably from that of the drilled
wells. Although this zone is comparatively free of the
severe salt contamination common to the bedrock aquifer,
the test results for both the Buchanan and Elea Market
(Coghill) wells indicate that the quality of this
shallow zone is essentially not much of an improvement.
These two particular wells reflect nitrate levels well
in excess of the maximum acceptable concentration of 10
mg/L. The agricultural practices to the east of
Regional Road 17 would appear to be the most likely
cause of this problem.
Existing technology in the water treatment field is
probably incapable of effectively treating the worst of
these well supplies and deeper penetration of the
bedrock would likely only result in a further
deterioration from the present poor quality.
Considering the historical water quantity problems in
this area, the only reasonable solution to resolve both
the quality and quantity problems would appear to be the
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extension of the municipal service to include these
homes . The municipal service would provide a reliable
potable supply and, the benefits derived would
definitely outweigh the installation charge.
,OIA
Ground Water Technologist
Technical Support Section
ms :RH/CaD17F
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APPENDIX A
1. Buchanan
The Buchanan property, located on the east side of the
roadway, is served by a shallow dug well, 8 feet. in
depth. The supply was sampled on one occasion
(October 16, 1984) from an outside tap. The test
results for this particular supply reflect a severe
nitrate contamination of the supply. The probable
source of the contamination would appear to be runoff
from the adjacent agricultural lands.
2 . Talisman Flea Market (Coghill)
The Flea Market property is served by a shallow dug
well, 17 feet. in depth. As with the Buchanan supply,
this dug well also indicates nitrate levels far in
excess of the objective of 10 mg/L. Although the
chloride levels on each of the three occasions this
well has been sampled have been within the criteria of
250 mg/L, the test results do reflect levels �.
considered to be above background valves. The most
likely source would appear to be seasonal road salting
operations along Regional Road 17, since this supply
lies downgradient of the roadway. The well is however
adjacent to the Flea Market parking lot and the
chloride level may reflect the past use of calcium
chloride for dust control on the parking lot.
3 . Bugelli
The Bugelli well consists of a drilled well,
terminating in the limestone at a depth of 90 feet.
The limestone contact, according to the records, was
at 82 feet. The original log (1903169) reports
"Fresh" water was obtained but there was probably some
impact from the salt water in the bedrock at that time
with a gradual deterioration since the well has been ;.
in use.
The Bugelli' s purchased the property in December, 1984
and shortly thereafter installed a water softener.
With the exception of the May 6, 1985 sample, the
hardness for the supply has consistently been in the
600 mg/L range. The chloride levels have been
consistently in the 900 mg/L range and the sodium
level in the 325 mg/L range. The hardness and sodium
levels reported for the May 6, 1985 sample have been
altered by the softener unit.
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4. Bonsma
The Bonsma drilled well was constructed in January,
1967. It terminates in the limestone bedrock at
88 feet. Although the hardness, chloride and sodium i
levels are all lower than the corresponding levels in
the Bugelli well, the test results for the supply are
again indicative of connate water from the bedrock
itself. E
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The original log (19-722) indicates this well also
encountered water in the overburden at 22 feet but
this zone would now be sealed off by the steel casing
which extends to the rock contact at 72 feet. Again
"Fresh" water was reportedly found in the bedrock but
this is questionable in view of the present quality. i
5. Ripley
Although there is no log available for the Ripley
supply, the depth was measured at 82 feet. and from
the available bedrock contact information from the 4
neighbouring Bonsma well, this well conceivably also
penetrates the limestone. The test results from the
two samples collected are also indicative of the water
quality from that source. The latest sample on
October 24, 1985 was affected to a degree by the water
softener in use on the system, but the quality is
again comparable to the Bonsma and Bugelli supplies.
6 . A. Nadeau i
The two attached logs (1903144 and 1903146) for the
Nadeau supply indicate a 36" bored well to a total
depth of 72 feet. Although the log does not indicate
the bedrock contact, based on the bottom elevation of
the neighbouring supplies, conceivably this well
likely terminates on or very close to the bedrock
contact. The similarity in the water quality with the
neighbouring wells to the north appear to substantiate
this assumption that this well is indeed hydraulically
connected with the latter supplies. The hardness,
sodium and chloride values are an improvement over the
other supplies but the results still indicate a
significant salt contamination of the supply. The
slight improvement in the water quality in this supply
may be due to the fact that the well does not actually
penetrate the bedrock. It is also possible that with
a larger diameter well, as in this case, the intake
line could be set at a higher elevation in the well
where the quality would be little better than that at
the bottom of the well .
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7 . S. Lawson
The S . Lawson well to the south was sampled on one
occasion by MTC. Although the log for this supply
indicates the well terminates in a sand and gravel
material at a depth of 80 feet. , conceivably this
formation lies atop the bedrock contact and this well
again forms a hydraulic connection with the deep wells
to the north. The elevated sodium and chloride levels
reported for this supply are also indicative of a
connection with the deep well supplies . There are
two other known deep wells in this immediate vicinity
beyond the water serviced area which were not sampled.
Conceivably these two wells would also reflect a
degree of salt contamination since they either
terminate on or into the underlying limestone i
bedrock.
ms:RH/ApDl7F
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MINISTR'i JF THE ENVIRONMENT
Summary of Water Analyses Prepared by--
Chemieot Constituents In mg /L
Location Dot Total Alkalinity Specific
PH 800 Nitrogen, as N Phosphorus as P
So-Died Hardness os Conduct Chloride Sulphate lron 'Calcium Wgnes' Sod um Potosium
as COCO once
Free Total NiTritl Nitrate Tot- Sol.
CcCO3 3 ,mhos (Cl l (S0,) (Pe) (Co) (mol (Nol (K) Ammonia Kjildahl -
top-) - (Pp-) of 25°C
A lot 29 Cot+ 2- Dte 7,IJ5 7.6 536 766 Boo <Z N Tc t4
Hoy/� 8.3 548 255-0 7q2 Tn c,- bo 312 4-2 ra Te �4
5,+4/10 7.0, S'JO 83 2600 Sob 3 .90 I1Z 6"6 36Z 2.4 .so pio <.00S <•1-0 r1of La;
t4o,14- 7.99 Soy 83 26c-0 764 3 1.21• 113' •53 290 4-?.!� <.e�' .90. 4-w <40 m 0E L-
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P-Y41w 8.0 592 L6sb 848 T-- -30 328 L 2 MT c La
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Nglt 8.08 .7.3 81� 30110 929 3 < 02 2J .25 620 1.00 /•O! 1.20 <: <• 17 h(DC Lo_ib
&a-i4 7-b8 635 83 3130 937 1d t 39 70 3 6' 5.65 /.00 .q5 /y a 6 L o.b
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MINISTR. OF THE ENVIRONMENT
1 Summary of Water Analyses Prepared by:
Chemical Constituents In mg /L
Location Dote pN Boo Total Alkalinity Specific Nitrogen, as N Phosphorus as P
So-pled Hardness as Conduct Chloride Sulphote Iron 'Calcium Wgnesiwr Sodium Polosium
an Free Total
as 3
Coco Nitrite Nitrote Tot• Sol.
Cocoa ,mhos (CI) (SO,) (Fe) (Co) (Mg) (No) lK AmmoniaKlildahl
(ppm) - App-) of 25aC
29 Cowl DC.O 7.6 ¢Sb ¢00 /•o 196 < 2 Mrs. Lo
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MINISTRY OF THE ENVIRONMENT
able Summary of Water Analyses Prepared by=
Chemical Constitueala in mg /L
Ice -- - location Date Drt 800 Total Alkalinity Specific Nitrogen. as N Phosphorus as P
_ Sampled Nmanees as Conduct Chloride Sulphate Iron -Calcian. Magn Sodium Patosium
'bet as Coco once Free Total
Nitrite Nitrate Tot- Sol.
C00O3 3 mmhos (Cl) (SO4) (Fe) (Co) (Mg) (No) (K) Ammonio Kleldahl
(Dam) .(DDm) of 250C
;t..an lot-Z9 G,wL Dec- 1•3 468 146 .10 53 /o¢
( 1 b 400 980 9g &4 •10 4-6 154
oc}*A 7.09 460 310 /018 94 '78 ob 1t7 22•6' 40 374 G•oS 1•2o 2b5- 13.7
:I^anan I0tZ8 con 2- oc�lt� 742 423 212 Via 20 51 .06 /44 14.1 6 /•/2 <.os' <.Zl <-oo! 36
.� �t�el, lei- 28 C.onZ
7.0 318 263 Sob 111 38 /•SS /04 /4.4 62 3.1 1.10 1.30 G-oaf L-Os
May 7�S' S$? /6l0 174 2- 216 11-S' 121 /6 S <.oS' tab 100 <-/o
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lot-2.9 e-o^2, oc-}1 8-o$ 442 775- 26 /S2 6
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.9s A••I.L)% hall Ap ANOOh(U. POOH Ov A.li1 ~ t
STATUS IESI HWI U'I.S'S»lU .
OF V/Ell, a/(c».aGl Ala _ _.-CVPCTAI --- - - ..._WATER)�[C n USE •/ hDVS IYIAI COOL rho OH A,. 4lih Orl)OhIN4'01 USID
NOR--- c
METHOD 1!pnAN, .cuhTl4nwul w.�uhD / r,/e�s�7, � �/ r
OF NVIAN, IY[\1NSl� /lli,hf. /� .6 .,
' • N(11 YI r DNIY•h4
DRIVING AN1 Ill
� AIN PI NI'JSS•4h DNI(IIRS aI VAP.S
INAY�(J�!(��..{/{l-l'n•NIMA(1(111 !, ,11C 14C( 4V YLY/1 •, \.• t.•!•: 11 •II I..I+. ) ♦1
DIE
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I 7
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UTI" 1�1 � 11�Lf�J� ,• r �, �,,;I•.. .. 7 r `
1 Jbvtk (O IN
i/ tie Ontario Water Resources Commission Act
t '
>=ltv. �►
�ATER WELL RECORV
Basin LZA � .t 'y t� lt1�l
(:aunt)• or I)istl ict j--JL -% '� '<.t.cf�►r./. .. .. .. ........:1'ownship,Village,T wit or City' .... t ... ,,,,. ;
. ... . .. ..... ....... Date completed... fi3� ', (�•.7..................
f (day /month rt•r). ¢`
Owner... . (� L� . -C'�-f . . ......Address/ 4, . ....• 1. •+Cr'�c�.�' 4!� lL!..�.....................' }
'J (o
1111 (I�rint in htwk lettcrr) � �
Casing and Screen Record Pumping Yost
Inside dianu trr of resin;; Static ,�, i. .............3a..'.... ........G . a
:.
'Total loll th of Casio- �.� . . ............. . 1't at-pumpin); rat
e .6 QQ��`�.����N.It1, �r
Type of screcu I'utniting level... .� .......... . . .. .....
Lcu,tlt of scrertl Duration of test pumping... ........I........ . .
Water clear or clout) at end of test DD -- .'.
Depth w uql nl arre,,tl .-" )• .. .iti�t..�i✓�.............•...
Teter(if finishr'd hale l�CCQitl►11CI1dCd puttlping rate .14,. ................ ............. ...•.G.1'.AI.
with punlp selling of. (?9, feet below ground surface ;
Well log Water Record
.__..—_----_----• ----- --•-- — 1)eplh(s) at Kind of wulut•
From To I,•
Overinu•dwtand Itt•drock ltect.r'I lt
ft. ft. which :Uet•(s) (fresh, salt',
}- found sull)hur) •r'
l-hat porpose(s( is the water ill he usedi location of Well ;ti,, l' .
In diagram below shots distances of well from
road :u►d lot line, indicate tlortit b
Is well un upland,in valio�•,to nn Iti!Isidr?
Drilling or Itoring Finn
Livellct. Somber
i
\aloe of I)t iticr ur iio cr `/�t..L J /',�' •<' �` �� ' I 1 ���" / ��
Uldt•t•ss
Date .
(4iknntuie tie UrersiA Allinq or Morin(; Contractor)
Form i 15M.60-4138 f
OWRC COPY � �~ $ ~ � •�
► o
t
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r
COUNT/ ON AF ET i0WN5mlp, —� CON., �v__-
c's- _
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NO YN .
U ltr4l 11)7144 ' 4•rr11«144 � RC IlIY,tIUh ' AC P4)IN C rill � YI LY •
�(j—�1 �11,.1-y 16_,y_���3iy.i�.: t/4��G�ty!,_3�5.1 lyl lo.:����s'_J (,51 Iz,`11_u_L�._.1J..�—�-•i—�—��-�-4,1,
LOG OF OVERBURDEN AND BEDROCK MATERIALS I'SEE INSTRUCTIONS)
DCI�TH – FEET
GCIICRAL COLOUR MOST v
COMMON MATERIAL OTHER MATERIALS GENERAL DESCRIPTION FROM TO •A
r
1 _ ,
i 3 /U'���1�1C .1_L.l L���:.�1 i:yr. _,J L.�LI_l�1 1,J LLI-L LL W Li—Li 1� -j J 11�L1 W U
3 2 i 1 (
__�) L� .u•1„1„�._i_1..i_1 LJ;.,_].1.11�1�J I,_,1�� LLL I Li i 11J��1.1�-J :u11 A�
L41 OPEN_ . slt Is l«alhlNy: n•„ JOIAN111 LtncrH •.o
WATER RECORD 5 J]CA S I N G & H O L E RE C O R D Z ,
nal
WAitR FOUND INSID( / WAIL DEPTH-FEET W _ _
A,-rFft HIND OF WA1ER D14u MATERIAL vm,rIm fS 111 InCr[f fRT
MAIERIAt,ANO TYPE, Of ITN 10 for 11•.. W
`- •-IYCNtS r4CN[s FROM TO u W$CR((N
Io•n ,[j FR[SN )[]SULPHUR 11 l0 Ir ,L7 STEEL 1, TI4In LA ItfT
2 C /SALTY 4(i MINI 4AL r
_ 7❑GALVANIZED •i 1
I)•1+ I C.1 FRESH )C SULPHUR It 1 T]CONCOCT[ 1
. i61� PLUGGING & SEALING RECORD
,I ITY 4 C MINERAL 14 - -• —�— I
1[CL It lmti UEPIH SET AT-FEET ICIY(nT"OUT,
)l 1)4 N C MATERIAL AND TYPE LCAO PACAI A,(TC.)
r r' S:tSN A',I SULPHUR FROM f0 '
D I'll
CJ GALYANM[D
SAtiT 4�]MINE PAL CONCRETE 10'11 unr
t 7+ I(-11 RESH )C]SULPHUR 1V Cj OVEN NOII !
' I
2 r,�1 SALTY 4 L]MINERAL 11 7, 1 C]STEEL 14 t,•,D 4.11 11.14
)r r 7 C GALVANIZED
JO 33 n
I FRESH ) SULPHUR 7�;! )o•)) /0
Li C )C]CONCRETE I
I I 2(]SALTY 4❑MINERAL 4 1.1 OPEN HOLE 1, I
1 IUYIIN4 II YlIN00 10 hVYI1N4 RAI( 11.1. DURATION
Of 1114IIN4
LOCATION OF WELL
1 1 C PUMP 2 `AILC11
1 Gru -HOURS 41rt IN DIAGRAM BELOW SNOW DISTANCES Of WELL FROM ROIO AN
STATIC WA,1•Li vtl 'S 1 0 PUMPING LOT LINE, INDICATE AIN BY ARRC, 1
F thD q WAt(R LLVEIS DURING
N LEVEL
-_UUr144 _ 2l]RECOVC RY
N4 :1 11 I!YltUin fo YI,UI(S i!YlhVl(4 W YINV111 I
ur f(It fT(1 Lin fln rtu rltl <.
_ H f1Ov.IN6, 1+1r rUW 1,1.41 Stl At WHIR AI LNO d lift •:
(IY( H r1 / l __--
4 4rM r[n 11)CLEAR
Z j]CLOUDY
x' AIC0Yrt11D(U IV4 III( 4ICOY4INDLD It IS Ri(OYY t4D(D _�— 14 1r ••a C -.r te/� /� I .
., IUYI IVYIIN4 N••�
Q. C]SHALLOW L''UCEI 101146 t`Ift 8111
_-_ _ _.-.._ OPU/1T SP(CII IC CAPACITY / � ••I
p0d S�
FINAL I 0 WmA Su►PtY !C;AVANDUN(D, INSUUICIthf SUPPLY
STATUS
00 ORSENVAtION WELL 4 ii 1YANDONCO.►OL/A OUALIJY ,\�l •` fS /
)D TEST NOLt z UNFINISHED
OF WELL 4 i]RCCIIA►GC WELL
144 sA f •—•�sL 51,7 CODUf RGIAL 11 \ y 0
WATER T C I4111G4uDN rl: PUBLIC !u►vtY �. ,gyp 7 1�
.USE 4(']H,DUSTNIAL n.:COOLING OR AIII CONDITIONING
(.7
Of"LP V:1 NOi USfo _
'1
METHOD I;IIAOIAYYICONVENIIONAtI _ ^ 4',''`OIA11ONO _ }
OF 1'•1 OUNr IIF P$1, N: it 1TING
DRILLING 4(i ROtARY IAIM1 +L: DRIVING
AIR PERCUlSIDN
UR'll[RS R[uARAS
TrxOf WI CONIRACTOR -� , 11 K/ h44+1R 041. 1AI(O„I..I TOR it 12 DA,I
� � _� ��7 z[5!/- / /'''� O 01.1 '. •,S1I••IU,
Li
If
Walu monn17.nGn1 In Col.- I PRINT UNIV IN SPACtS PROVIDED 1 J I J U d ( t L !.i/L(,/,� ��,��� L1(, •/ `'.
« 1 CHECK CORRECT 80E
COUNTY/OSly_ L'IaICJ IF/iI!f'jI� OwwNNS C»ANtrf;AIpP rRIOICETAG fl M I,["TRSY/r:�/i`OJK)i.12 fIl�LArOl!• - LL C`I/O C K•T�•7u�A.�,,'.!}r 11--_,A .•tJ.r,�1-1 t,i_Jf i-l�l
t-_1"_-i'.L LIO�•u'f"J/
11111.1111
7.
CON.,
ghAME A DOALSS c) l
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LOG OF OVERBURDEN AND BEDROCK MATERIALS (SEE INSTRUCTIONS) L t
GENERAL COLOUR -
(O-LION 4At(N JAL-��_- OTHER MATERIALS _ GENERAL DESCRIPTION [--F
FROM 10
;1
( 32� i I 1_ LJ L�Ll i l.l-lyj LJ
1;1�.1_l.L:���J La_:1.�
/�•j- In �+.'S- -� �- yu[lyl tN OI LNIAG 11.11 DIAM[ilR )A•JI 11N41N 1.-401 0
(-411 WATER RECORD 15TCAS,ING & OPEN HOLE RECORD z Ifi0T K01
— LU
wAl(K louNO IAflpl MAIL
DEPTH-fCCt
.d) 'm KIND Of WATER .,._.p 119 ' MATERIAL 1»ICINESS W )NCI. /([i
HATE RI AL AND TYPO D[PIN 10 I01 AI•AI 10
INCYL) IACYIf
-'•--wtl tE 1
FROM TO � p fCA/IN
RCSH [�SUIPHUR '/�J•"'/,�•, ,J — �S U
TV A[,41N(RAL C. / ' STEEL �O�j� VI Ettt $
✓V 1 / � _ -�!)GAIVANI7C0 C,� / i •
'nfR[SH JJSULPHUR19 T J/j�L/• 1LlcohcRtfE �c/r� ' PLUGGING & SEALING RECORD `
7L7SAl1Y JnMIHfRAI A•�,OPENHOLE Q L!•• !6I'_
-- '•�" I'3 STEEL 1A To 7> DEPTH SET AT-f[[i MATERIAL AND TV?( IC(N(NI 4KOUJ,
-3 11 'CIR(SH )❑SULPHUR 70 GALVANIZED 9004 10 LEAD P.C.LR,11C 1 1
7n SAllf A[]41N(NAL 1J(OhCRCTE 1011 .,4•�
IOCSN y n SUIPNUR J~OPEN NOTE
SAIiY t MINE RAI 1 i.)SlfCl
so j,'I,GALVANIZED
1[,IRESH )[]SULPHUR I C C04CRCIC A•tY III)I
' \ I 7n SAL11 +[,uINf RAI 4 t-1 OPEN HOLE
Pu»IN4 I(sl MnYOO .wlt.c
I �� • A [ c•Y ws Pl.4/•
LOCATION OF WELL
10VA.t'Oh of
PUMP 12 Y
IN DIAGRAM $CLOW SNOW DISTAhCCS Of WELL FROM ROAD AND
STATIC I M 1.0 w.11 (AAT[R LEVELS DURIAG PUUPlNG
-LOT LINE INDICATE NOr11H B/ARROW.
N L[VEL ^PU„r, G i q RICOVERV /
LU 'A I� If YIN�VIIl•. 10 Yi NVlly As..NuttS
IErI 111t Illl fl(L,.� fl/fti f(f1 �j•,
L 11 I0M146. I.1•IVYP 141111 $0 . •.TIM II
If IA0 Of SI 47
a
' 'RrLOY.Lb Dip IVY.—na^ :u OY YE.DED •�1•.1Ae(duYENaO 1• . ' :/ 1 `1 . I 1
d C
So ALLOW
__ L_t'__ - Gv4 1rt fPLCU1C Cay.un Q A`. 7 -__�• I 1
„ :`It„IlR surrlr L; ABAhpOb(0, INSU)IICI(NI SLIPPLIF
FINAL I ' /
STATUS ON AYANf$.[O PooA owlnr / l
li, i(Sr »011 ' UNf1415HE0
OF WELL Ar AEC»AN4t WILL I
1 W SI,C
CUD. CIAI / j
WATER OCA •• 4UNICIIAI -1� I J 1
�+ IA AIGAIION „PUBLIC SUPPLV ^AZ) 1 LL-
USA: 1 ;Ih DUSf R1Al ,COOLING OR AIR CON01110NI11G
_ _ _
1001 YOHtN(
METHOD :c d )ART ICONVf AlI0A411 LIaMOhO /// L(/
OF ROTARY IRIV[RSE1 ^.: )I TANG
DRILLING I POIAA1 IAIR, 9 : DNIYIhG /1/)/7�N
AIR P[NCVSSIUN �J
' ONlll[AS R(4.NaS
NAM( Of W[LL COAIAACt011 locl.ti ...610 +•A•r ,"(Ir+.t..+ - is.11 0.11 ALL/I.ID AI AA
o £ fllr01L__ 1�iL.CL.���1,�� 1 ..t _ I
I-r00N(SS O I:'1J t N\✓I . .rr1.I,.K ) /
t e gP
UTM �-zJ
/ / �. :(rIL•I, „�.,ourl��• .,725
' �1R � � !4 t� N � .�'• �!�„':.J)1`l�ILI„ 'fay�,f
t I I I __T
e Ontario Willer Resources Commission Act •'�;�': '�',��1:'•-��;�
WATER WELL RECORD
Basin I I
Cotut ty 41r hs t rict 1)Uti; .............................1'oa• ship Village, or City.. .C1�^k @., ' ,1,,�"•,..�(;.,,.�.y; ✓
+
Con.. .... ....... ..... ... .. .. .... ............... ....•. . .... .........
;?. Lot Date completed 30th•.•• .00tobel ..I 7.
(day munth ri�r)
Owner.... T110IT?a C. I-,)1-AA-1 .. ....................Address.....130X A r9......2.r � N'VGc811.0. ...Ont.r.............
Irrinl fn Llu'.Irle r.l
i
�•;r y
Casing and Screen Record Pumping Test ; /✓l t-t r ':.'":i{�
� fill r.' fI
Inside diameter of rasing ..;t............ . .................. Static level.•.. ... •..•... ........ .........•...•.....•. .....................
�.' 1;
Total length-.t casing 70 t 'Test-puloping t:'ae, 8........
Type of screen T,t0T1° Pumping level.... ..• . .. .•...7J!...... .•...••................•.,.......... .. ' ..
Latf;th of screen — .. ... ...... Doration of test pumping../t....h.Q.lht'.,9...............................................
C,
`epth to toil of screen — . . .. . Water clear or cloudy at end of test.. .. ,Ci�.�cJ t'
�. •••.......,...•.•....• y .•�
Oiameter of finisliml hole 6' Ir I.ecoinmcilded pumping rate .....
with pump setting of. . ... .83. ,.feet beloly ground surface'
Well Log y Water Record
front 10 D opt h(s) at Kind of eater -�
Overburden and Bedrock Recurll It. It. whichwater(s) (ftvyh. sally,,,.. .
found sulphur) .! :.
r,,•,�',,,T iw! rocks 1 ??.
---T !,,e&t;on, - 1'llI 7 h.
1'ot•what purposes) is the water to he used?Ti)A'. C.-FriC .. .... location of Well
In diagram below slow distances of well front
road and lot line. Indicate north b arruw.
Is tvrll 4111 upland,ill valley,or on hillside? ...... I )
Drilling or liorint; Nino
Addrt•sa ...�.� .•.�..�.'!.� .1'. . .!f.. :!�)••�.'l�C.%•� .� .1!.T?.�.. .... -wi / CO W Y ! ,.h
4 o-/.
Licence \unthvr. 1;41re•r, ..,11.:0;: '�"h�:• .Sallie of Driller 41r
Address
Date
J i
(Signutur�' -lri tso �riH+r.g ut• lSorin6 Contractor) i �.� �ysi
hot•ut i 15.Nl.G0A 1 K -� n
OWRC COPY
611 11m
:
i yak' ,� ceintl,R R:SOURCES
U'r . 19 N
FIN Wp
—` he Ontario Water Resources Commission Act
J Y '
01 I`J`! n ` ONTARIO Y Ck ";
WATER WELL RECORD 1,_ ��rourcFS �srtil Oslo ' 'K•
Isasin L�� Clarke ''
(a+uttt)• or I h..trirt�?iam . .... ...,:I'otcnsbip,Village,Town Dr City............. . , ..,,..., .. •.......•..•.•.,. :.::•'"t
Con.. . . . I)att contl>letcd . 19.6.7........... .....
4 ;
(day month ': ' year) ,
Owner. Thomas I -r tin 94 � 4n .Address..
(print in LAM:tvl tcr.l •i�.,�•,
. t•
Casing and S:reen Record Pumping Test a�• Vii•
Inside dianu•u•r of va.ilig .. ... .. ... Sta t i c Iet ci
. ...... 0 t.....
r '•'
h
Total Icttgllt of ea.inq —021 I'cst•punytitt}; t^tc ft G.P.�l, ; '
t.
Type of srrr`'n none ('untlting level t... ...•.;,.....•...... ........•.,.•.••..•....;.i
a
1.1•tt•tit of p•trro Ihu:uiun of test nuu tin
U••otlt to to+of wlectl Water clear or cloudy at cut!of test
► - clear................••...,.•. •...
.atett•r of finished Bole iucununcndctl tutu ntt,• r:Ut
��u
with ltuntp satin of 1 9 t feet Ixlow}round surl'acc'
Well log Water Record
I)cplh(•t)
at Kind of tyuter
0rrrbuttih•nand liv,lr„c.l' Iter„r'l ,(tttt tt Which W.
(fro:h, soli)',.
round milphur)
Brown clay,
__--- ---Sand; ?.2
------ ----- - - _- --- .�_.�_— — - -- unt estod.
• - 1r i
What lean Ix+v(s) is thr watrr to he ttcctl? I10T?1e St iC location of Well
In diagram below show tlisuutces of well from
Is well on ultl:nttl,in valley,or ou 1106id,•? Up and road and lot litu•. Indicate tlorth by arrow,
I)tillint:or Bmint; Fine Faulkner '.Ie11. Dr-01-in-
Co.Ltd .
Address 637 "Y'ater 'pt. Fleterborou„It, (,nt.
Licen(t• \untlx•r 2595 '
11 Px. )•<lnI
Nw /
Name of I A filler of ttot er }' To All WC,4 '
Addivis r. R. ho. 81 Peter:orou; h n
(yjycyhtfii'T ,f fcTVtr,d Itrillint;ur Itw'itig Contravtor) Nw
t
Form 7 101.60-4138
O W R C COPY
gill 'L
J i
CON
I P011"t ONLY IN SPACES PA0vIUtU I
0 3 a J;1
2 CHIC. cokfirci Tim *m mr APPCIEAULE Ii H 1,
COUNTY OR-6-*Ttvm1 IOAN$.IP' 111:314OUG H, cliv. I')Ah' ---c', (ON ILDf 1177-
L
Cci
—d*hEN s RNA41 likst iD111111in NAIT-c 4ap- ICU
r//)?-]DAY—) -_MO._J�0_YA_7,j
1• j41,.%0,14 U
.4 :51
Ti
LOG OF OVERBURDEN AND BEDROCK MATERIALS IS[( INSTRUCTIONS)
Gth tI.At COLOUR OTHER MATERIALS GENERAL DESCRII-ION WIN - My
COMMON MAJIMIAL rAOM 10
IE70-11 L
sa
/5'1
Ak
3 1 D-J'? 0.0 7,5 2 JJ 1-1-1-LLLI A- U
3z
.1. J LJ
vit.$, 1 1 ,G TI-111 10I.MITILA A If LEN IN ..V
WATER RECORD '!'CASING & OPEN HOLE RECORD z I 14of h.01 I I
—ttk sovko DEPT LET
ILL v I II(I
.,No Of AAIIR oil. MATERIAL
670-7 1 ZUTERIAL NO TYPE 10 COP 11 L1�
14
Z- %C.ts 140" of 'chk 4
.Ut u
P.011 —-----
.;NI W&L
'61' PLUGGING IS, SEALING RECORD
$VIP.
PC N LE
kAR AI
MATERIAL AND TYPE vict-141 QArm
sUtP-VR GAL t A Sill D ---F740, T-IEE TAT) C 91
SAl I I%#VAL
Svl INURE
GALVANIZED
'+11 -I
is. Sol r.Uu C"' 'IT
-I%(k4t L
If w IV-14 LOC4T13N OF WELL
PUMP
IS DIAG4AM VjtOw SHOA DiSIANCIS Of WELL rROM ROAD AND
A-IIR I'll(IS D.R.44 LOT LINE IhQK.4ik N0111. 61 AAROW
N
41—vt!$
Z I
Ctf•4 It IV U1
%•.'.O. Of I P
40
FINAL $Vppk1 ALIAL.00S(O INSVIfiCj(%j SUPPLI
. 00%IL,'Ii0h ALL. LiAhtONtD. POOR CJALII,
STATUS
OF WELL ftt•WATER PUHL•C Svpvkl
04 1
USE 1%OV11P.&A CO004', 00 A.A (70�0010NINI,
"I D
ME1HOD Li ICC1%1t1I'O-..I.
OF -4
ROf.R, JILI(k�i IT ILIA(.
DRILLING
iq PER uss.0%
DkiLtIps h(MAN.% �Il
NAME Lm Alit coklf'kclop —0j. r
z
0
!%h- 011 171
� .441 !•Fl Y.
7 )(6,
RECEI
)rlev. IN j InI > JUN 4'1553
�0 l�'
ONTARIO ;�h.•�;
Basin L I I _
GEOLOGICAL BRANCH
t ► 'rho Well Drillers Act DEPARTM!'11T of MINES
1 Dc;artment of mines, Province of • + *�
Cj FU d 6!�1 C 11 r}„d
J Water Well Record Y.
Water
County or Territorial District...nurbom............Township, Y.IlisggcTonxncMx:Mry....Ci18.rke...................
Con....2......Lot.29......Street and Number (if in Village,Town or City)........ . ...............................!
C..T.Jlllin Newcnatl� ' "¢
J
• Owner..... . ..5.5.. . .. ....Tan.....IcJ53........Address.............. .................:...................;,-,,,�,
Date Completed. ..................... ........Cost of Well (excluding PUMP).......................................,.',-,kr.
(day) (month) (1'er.r) t.':;4:
Pipe and Casing Record J)w,yc?X�j/cG�,��� % Pumping'feat 4
Casing diamcter(s). . . . ...6 Date...M t..I5.... . .........,..•... ... t.
Length(s) of casing(s).. .... .65 f�.... .. ... ..... ... Static level. ......%'0ft.... ........... .
Type of tcrcen.... ..... .... .......... .......... ... Pumping level.. ....46.ft.-f r.021.,t
I
.ength of screen. . . . ......... ........ ............ . Pumping rate....... P 4. .r=XA t...................., •
Distance from top of screen to ground level............ Duration of test.... 2hr B . ,..,. `� '
i
........................ ...,+
Is well a gravel-wall type?.... . . ... ........ ......... Distance from cylinder or bowls to ground level.....,........... .
Water Record
{
Kind (flesh or mineral). . . . .. ....x.88)1.......... ... ..................... .. Depth(i) Kind of No.of Fat
Hard to Water Water Water Rica'
Qual.cy (hard, soft, contains iron, sulphur, etc.)ST """"""""" Horizon($)
Appearance (clear, cloady, coloured)....... . ......... ................... ...•.
60ft. FYeah a5 ft. ' ,
For what purpose(s) is the water to be used?.... ......F=44..................
....... •.. .... .. .... .... ............ ........ ...........I .... .....
i
How far is wvil from possible source of contamination?. ... . . •T CCfG1 •• •••• ••• •
\That is the source of cont:anination?. ...... . 9.n.X4X.4......... .... ... ... ..
i::nclose a copy of any mineral analysis that has been made of water.. . ...... . ....
Well L
— oQ — Location of Well
Overburdca and Bedrock Record From To r
Till ° ft. 6 C,it. In diagram below show distances of
—
Gray ej 60 65 well from rod and lot line, In.
dicate north by arrow.
i
f - � ► �r• a :,rte
j Sitration: Is „•cll on Ilev or on hillside?. . . .�P1rn.d. . . . . .. . . . . . . . . . . . .. . . .. ... • ... . . . . . . . ... ....�
. i.�a.uj .r.'e r