1966 Ord 46-51
.
ORDINANCE NO. 46
Village of Shorewood.
Hennepin County. Minnesota
An Ordinance Granting Permis-
sion to Northern States Power
Company. a Minnesota Corpor-
ation. Its Successors and As-
signs. to Construct, Operate.
Repair, and Maintain, in the
Village of Shorewood, Minneso-
ta, an Electric Distribution Sys-
tem and Transmission Lines,
Including Necessary Poles. Pole
Lines, and Fixtures and Appur-
tenances. for the Furnishing of
Electric Energy to the Village
and Its Inhabitants. and Othefs.
and Transmitting Electric En.
ergy Into and Through the Vil-
lage and to Use the Streets,
Alleys. and Public Grounds of
Said Village for Such Purposes
The Village Council of the Vil-
lage of Shorewood, Hennepin
County, Minnesota, Ordains As
Follows:
. Section 1. There be and hereby
IS granted to Northern States
Power Company, a Minnesota
corporation, its successors and
assigns, hereinafter referred to as
"Company," during the period of
20 years from the date hereof, the
right and privilege of construct-
ing, operating, repairing, and
maintaining, on, over, and across
the streets, alleys, and public
grounds of said Village, an elec-
tric distribution system and elec-
tric transmission lines, including
all poles, pole lines, and fixtures
and appurtenances, usually con-
veniently, or necessarily u~ed in
connection therewith, for the pur-
pose of transmitting and furnish-
ing electric energy for light, heat,
power, and other purposes for
public and private use in and to
said Village and the inhabitants
thereof, and others, and for the
purpose of transmitting into and
through -said Village such electric
energy, provided that such elec-
tric distribution system and trans-
mission lines shall be so located
as in no way to interfere with the
safety and convenience of ordi-
nary travel along and over said
streets, alleys, and public grounds
and provided that Company, i~
the construction, operation, repair,
and maintenance of such poles
pole lines, and fixtures and ap~
purtenances, shall be subject to
e
e
SUc? reasonable regulation as may
be Imposed by the Village Coun-
cil.
Section 2. The rates to be
charged by Company for the elec-
tric energy sold within said Vil-
lage shall be reasonable and shall
not exceed Company's standard
schedule of rates and minimum
charges effective for and in com-
mu~ities of li.ke size in adjoining
terntory WhICh are similarly
served and situated.
Section 3. There is also granted
to Company, during the term
hereof, permission and authoritv
to trim all .trees and shrubs iil
the streets, alleys, and public
grounds of said Village interfer-
ing with the proper construction
operation, repair, and mainte~
nance of any poles, pole lines,
and fixtures or appurtenances in-
stalled in pursuance of the author-
ity hereby granted, provided that
Company shall save said Village
harmless from any liability in the
premises.
Section 4. Nothing in this Or-
dinance contained shall be con-
strued as giving to Company any
exclusive privileges in, on, over,
or a.cross the streets, alleys, or
publIc grounds of said Village.
Section 5. Company shall have
full right and authority to assign
to any person, persons, firm or
corporation all the rights ~on-
ferred upon it by this Ordinance
provided that the assignee of such
rights, by accepting such assign-
ment, shall become subject to the
terms and provisions of this Or-
dinance.
Section 6. Company shall, if it
accepts this Ordinance and the
rights hereby granted, file a writ-
ten acceptance of the rights here-
by granted with the Village Clerk
within 90 days from the date of
the publication of this Ordinance.
Section 7. This Ordinance shall
be in full force and effect from
and after its passage and publi-
cation, as provided by law.
Section 8. All ordinances and
parts of ordinances in conflict
herewith are hereby repealed.
Passed and approved: March 14
1966. . ,
Robert W. McDougall,
Mayor.
Attest: Elsa 1. Wiltsey,
Village Clerk.
(E 3/24, '66)
.
.
.
'-
VILLAGE OF SHOREWOOD
ORDINANCE NO. 47
A.n Ordinance Regulating the Use
of Public and Private Sewers
and Drains. Private Sewage
Disposal. the Installation and
Connection of Building Sewers
and the Discharge of Waters
and Wastes Into the Public
Sewer System. and Providing
Penalties for Violation Thereof
in the Village of Shorewood.
County of Hennepin.. State of
Minnesota.
BE IT ORDAINED and enacted
by the Council of the Village of
Shorewood, State of Minnesota,
as follows:
ARTICLE I
DEFINITIONS
Unless the context specifically
indicates otherwise, the meaning
of terms used in this Ordinance
shall be as follows:
Section 10'1: The short title of
this ordinance shall be, "The
Sewer Ordinance."
Section 102: "Sewage Works"
shall mean all facilities for col-
lecting, pumping, treating and
disposing of sewage.
Section 10'3: "Superintendent"
shall mean the Superintendent of
Sewers of the Village of Shore-
wood or his authorized deputy
agent, or representative.
Section 10'4: "Sewage" shall
mean a combination of the water-
carried wastes from residences,
business buildings, institutions,
and industrial establishments, but
not to include ground surface and
storm waters.
Section 105: "Sewer" shall mean
a pipe or conduit for carrying
sewage.
Section 106: "Public Sewer"
shall mean a sewer in which all
owners of abutting properties
have equal rights or is. controlled
by public authority, or both.
Section 107: "Sanitary Sewer"
shall mean a Village sewer which
carries sewage and to which storm
surface and ground waters are
not intentionally admitted.
Section 108: "Storm Sewer" or
"Storm Drain" shall mean a sew-
er which carries storm and sur-
face waters and drainage but ex-
cluding sewage and polluted in-
dustrial wastes.
Section 109: "Sewage Treatment
Pla.nt" shall mean any arrange-
ment of devises and structures
used for treating sewage.
Section 110: "Industrial Wastes"
shall mean the liquid wastes from
industrial processes as distinct
from sanitary sewage.
Section Ill: "Garbage" shall
mean solid wastes from the prep-
aration, cooking and dispensing
of food, and from the handling,
storage and sale of produce.
Section 112: "Properly Shred-
ded Garbage" shall mean the
wastes from the preparation, cook-
ing, and dispensing of food that
has been shredded to such a de-
gree that all particles will be car-
ried freely under the flow condi-
tions normally prevailing in pub-
lic sewers, with no particle great-
er than lf2 inch in any dimension.
Section 113: "Building Drain"
shall mean that part of the lowest
horizontal piping of a drainage
system which receives the dis-
charge from soil, waste, and other
drainage pipes inside the walls of
the building and conveys it to the
building sewer, beginning 5 feet
outside the inner face of the
building wall.
Section 114: "Building Sewer"
shall mean the extension from
the building drain to the public
sewer or other place of disposal.
Section 115: "B.O.D." (Denoting
Biochemical Oxygen Demand)
shall mean the quantity of oxy-
gen utilized in the biochemical
oxidation of organic matter under
standard laboratory procedure in
5 days at 20 degrees C. expressed
in parts per million by weight.
Section 116: "Ph" shall mean
the logarithm of the reciprocal of
the weight of hydrogen ions in
grams per liter of solution.
Section 117: "Suspended Solids"
shall mean solids that either float
on the surface of or are in sus-
pension in water, sewage, or
other liquids; and which are re-
movable by laboratory filtering.
Section 118: "Natural Outlet"
shall mean any outlet into a
watercourse, pond, ditch, lake or
other body of surface or ground
water.
Section 119: "Watercourse" shall
mean a channel in which a flow
of water occurs, either continu-
ously or intermittently.
Section 120': "Person" shall mean
any individual, firm, company,
association, society, corporation or
group.
Section 121: "Shall" is manda-
tory; "May" is permissive.
ARTICLE II
USE OF PUBLIC SEWERS
REQUIRED
Section 201: It shall be unlaw-
ful for any person to place, de-
posit, or permit to be deposited in
an unsanitary manner upon pub-
lic or private property within the
Village of Shorewood, or in any
area under the jurisdiction of said
Village, any human excrement,
garbage or other objectionable
waste, or animal excrement.
Section 202: It shall be unlaw-
ful to discharge into any natural
outlet within the Village of Shore-
wood, or in any area under the
jurisdiction of said Village, any
sanitary sewage, industrial wastes,
or other polluted waters.
Section 203: The owner of a11
houses, buildings or properties
used for human occupancy, em-
ployment, recreation, or other
purpose, situated within the Vil-
lage and abutting on any street,
alley or right-of-way in which
there is located a public sanitary
sewer of the Village, is hereby
required at his expense to install
suitable toilet facilities therein
and to connect such facilitie~
directly with the proper public
sewer in accordance with the pro-
visions of this ordinance, within
90 days after the date of written
official notice given by the Vil-
lage Council to do so.
Section 204: The owners of all
houses, buildings or properties
where cesspools and septic tanks
have been in existence prior to
connection to the sanitary sewer
of the Village shall cause said
cesspools and septic tanks to be
abandoned and filled with suitable
material.
ARTICLE III
PRIVATE SEWAGE DISPO'SAL
Section 301: Where a public
sanitary sewer is not available
under the provisions of Section
203, the building sewer shall be
connected to a private sewage
disposal system complying with
the provisions of the ordinance of
the Village of Shorewood.
Section 302: Contents of septic
tanks and cesspools or other re-
fuse shall not be pumped or
emptied into the Village of Shore-
wood sanitary sewer system.
ARTICLE IV
BUILDING SEWERS AND
CONNECTIONS
Section 40'1: Sub. 1. No unau-
thorized person shall uncover,
make any connections with or
opening into, use, alter or disturb
any public sewer or appurtenance
thereof without first obtaining a
.
.
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Sub. 2. Lead shall be run in
one pouring and caulked tight.
No paint, varnish, or other coat-
ing shall be permitted on the
jointing material until after the
joint has been tested and ap-
proved.
Sub. 3. All joints in vitrified
clay pipe or between such pipe
and metals shall be made with
approved hot-poured jointing ma-
terial as specified below:
(a) Material for hot - poured
joints shall not soften sufficiently
to destroy the effectiveness of
the joint when subjected to a
temperature of 160 degrees Fah-
renheit, nor be soluble in any of
the wastes carried by the drain-
age system. The joint shall first
be caulked tight with jute, hemp,
or similar approved material.
Other jointing materials and
methods may be used only by
approval of the Superintendent.
Section 411: Sub. 1. The con-
nection of the building sewer into
the public sewer shall be made at
the "Y" branch, if such branch
is available at a suitable location.
If the public sewer is 12 inches
in diameter or less, and no prop-
erly located "Y" branch is avail-
able, the owner shall at his ex-
pense install a "Y" branch in the
public sewer at the location and
manner specified by the Superin-
tendent of Sewers. Where the
public sewer is greater than 12
inches in diameter, and no prop-
erly located "Y" branch is avail-
able a neat hole may be cut into
the public sewer to receive the
building sewer, with entry in the
downstream direction at an an-
gle of about 45 degrees.
Sub. 2. A 45 degree ell may be
used to make such connection
with the spigot and so cut as not
to extend past the inner surface
of the public sewer. The invert
of the building sewer at the point
of connection shall be at the
same or at a higher elevation
than the invert of the public
sewer. A smooth neat joint shall
be made, and the connection
made secure and watertight by
engagement in concrete. Special
fitting may be used for the con-
nection only when approved by
the Superintendent.
Section 412: The applicant for
the building sewer and connec-
tion permit shall notify the Su-
perintendent of Sewers when the
building sewer is ready for in-
spection and connection to the
public sewer. The connection shall
be made under the supervision
of the Superintendent, and in
such manner as is required by
the Superintendent.
.
..
Section 413: All excavations for
building sewer installations shall
be adequately guarded with bar-
ricades and lights so as to pro-
tect the public from hazard.
Streets, sidewalks, parkways and
other public property disturbed
in the course of the work shall
be restored in a manner satisfac-
tory to the Village.
ARTICLE V
USE OF THE PUBLIC SEWERS
Section 501: No person shall
discharge or cause to be dis-
charged any storm water, surface
water, ground water, roof run-
off, subsurface drainage, cooling
,vater to any sanitary sewer.
Section 502: Storm water and
all other unpolluted drainage
shall be discharged to such sew-
ers as are specifically designed as
storm sewers, or to a natural out-
let approved by the Village Coun-
cil. Industrial cooling water or
unpolluted process waters may be
discharged upon approval of the
Village Council, to a storm sew-
er, or natural outlet.
Section 503: Except as herein-
after provided, no person shall
discharge or cause to be dis-
charged any of the following de-
scribed waters or wastes to any
public sewer:
A. Any liquid or vapor having
a temperature higher than 150
degrees.
B. Any water or waste which
may contain more than 100 parts
per million by weight, of fat, oil,
or grease.
C. Any gasoline, benzene, nap-
tha, fuel oil, or other flammable
or explosive liquid, solid or gas.
D. Any garbage that has not
been properly shredded.
E. Any ashes, cinders, sand,
mud, straw, shavings, metal, glass,
rags, feathers, tar, plastics, wood,
manure, or any other solid or vis-
cuous substance capable of caus-
ing obstruction to the flow in
sewers or other interferences
with the proper operation of the
sewage works.
F. Any waters or wastes hav-
ing a PH lower than 5.5 or higher
than 9.0 or having any other cor-
rosive property capable of caus-
ing damage or hazard to struc-
tures, equipment and personnel
of the sewage works.
G. Any waters or wastes con-
taining a toxic or poisonous sub-
stance in sufficient quantity to
injure or interfere with any sew-
age treatment process, constitute
a hazard to humans or animals
or create any hazard in the re-
ceiving waters of the sewage
treatment plant.
H. Any waters or wastes con-
taining suspended solids of such
character and quantity that un-
usual attention or expense is re-
quired to handle such materials
at the sewage treatment plant.
I. Any noxious or malodorous
gas or substance capable of creat-
ing a public nuisance.
Section 504: Sub. 1. Grease,
oil and sand interceptors shall
be provided when, they are nec-
essary for the proper handling of
liquid wastes containing grease
in excessive amounts or any in-
flammable wastes, sand, and
other harmful, ingredients; except
that such interceptors shall not
be required for private living
quarters or dwelling units. All
such interceptors shall be of a
type and capacity approved by
the Village Engineer, and shall
be located as to be readily and
easily accessible for cleaning and
inspection.
Sub. 2. Grease and oil inter-
ceptors shall be constructed of
impervious materials capable of
withstanding abrupt and extreme
changes in temperatures. They
shall be of substantial construc-
tion, watertight, and equipped
with easily removable cover
which when bolted in place shall
be gastight and watertight.
Section 505: Where installed,
all grease, oil and sand intercep-
tors shall be maintained by the
owner, at his expense, in contin-
uously efficient operation at all
times.
Section 506: Sub. 1. The ad-
mission into public sewers of any
waters or wastes having (A)
5-day Biochemical Oxygen De-
mand greater than 300 parts per
million by weight, or (B) con-
taining more than 350 parts per
million by weight of suspended
solids, or (C) containing any
quantity of substances having the
characteristics described in Sec-
tion 503, or (D) having an aver-
age daily flow greater than 2 %
of the average daily sewage flow
of the Village shall be subject
to the review and approval of
the Village Council.
Sub. 2. The owner shall pro-
vide, at his expense, such pre-
liminary treatment as may be
necessary to, (a) reduce the Bio-
chemical Oxygen Demand to 300
parts per million and the sus-
pended solids to 350 parts per
million by weight, or (b) reduce
objectionable characteristics of
constituents to within the maxi-
mum limits provided for in Sec-
tion 503, or (c) control the quan-
tities and rates of discharges of
such waters or wastes. Plans,
specifications, and any other per-
..
.
..
"...
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.
ORDINANCE NO. 48
An Ordinance Establishing Rules.
Rates and Charges for Sanitary
Sewer Service in the Village of
Shorewood. Hennepin County,
Minn.
The Village Council of the Vil-
lage of Shorewood does ordain as
follows:
Section 1. Definitions - Unless
the language clearly indicates that
a different meaning is intended,
the following terms and phrases
shall be given the meaning set
out below for the purposes of this
ordinance.
A. "Normal Sewa.ge" is water-
carried waste products from resi-
dences, public buildings, business-
es, schools, or any other buildings
or structures including the excre-
mentitious or other discharge
from human being or animals,
together with such ground water
infiltration as may be present.
Section 2. Rates. - The follow-
ing rates and charges for use and
services of the sanitary sewer
system are hereby established,
such charges and rates to be made
against each lot, parcel of land,
unit or premises which may have
a connection directly or indirectly
into the village sanitary sewer
system and which discharges only
normal sewage into such system.
A. Minimum Charges. The
minimum quarterly charge for
each residential sewage equiva-
lent or unit shall be $7.50.
Section 3. Beginning Service.-
For a fraction of a quarter the
charges and rates for residential
units shall be based upon the
amount of the established mini-
mum flat charge, provided, how-
ever, that the actual month of
beginning shall be considered as
having begun on the first or the
fifteenth of the month, whichever
is closer. .
Section 4. Billing. - Bills for
charges for the use and service of
the sewage system shall be made
out by the Village or its agents
in accordance with usual and cus-
tomary general billing practices.
All bills shall be payable to the
Village of Shorewood. Bills shall
be rendered quarterly.
Section 5. Collections.-All bills
.
shall be due and payable when
rendered. If payment is not made
within 30 days of mailing of the
bill, a penalty of 10% or 50 cents,
whichever is greater, shall be
added to the amount due on such
bill. When a charge is more than
45 days past due civil action may
be begun on behalf of the Village
for the collection of said sewage
service charge, and if such charge
is not paid within 60 days after
due the said unpaid charge plus
penalty may be certified to the
county auditor with the taxes
against said property and shall be
collected with other taxes on such
property.
Section 6. All revenues derived
from these rates and charges shall
be credited to the Sewer Operat-
ing Fund. Such revenue shall be
used only for the purpose of pay-
ing the cost of operating and
maintaining the sewage system,
paying charges made by the Vil-
lage of Excelsior for the use of
their municipal sewage plant,
providing an adequate deprecia-
tion fund, billing, collection, and
other similar or related sewer
operating expenses. If the rates
and charges prescribed herein do
not produce a net revenue suffic-
ient to permit payment of the
purposes for which established,
the rates and charges provided
herein shall be adjusted from
time to time to permit the accum-
ulation of net revenues equal to
the charges and expenses of oper-
ating the sanitary sewer system.
Section 7. Violations.-Any per-
son, firm or corporation violating
any of the provisions of this or-
dinance, shall upon conviction
thereof, be punished by a fine of
not to exceed $100 or by impris-
onment for not to exceed 90 days.
Section 8. This ordinance shall
take effect and be in force from
and after its passage and publi-
cation.
Passed by Council of the Vil-
lage of Shorewood this 11th day
of July, 1966.
Robert W. McDougall,
Mayor.
Attest:
Elsa 1. Wiltsey, clerk.
(E 7-21, '66)
, ,-^r:>'
''r',-,:-
Village of Shor-ewood. Minnooota
ORDINANCE NO. 4'9
QrdinaxlI=-e AnWnding Ordinance No. 30 for the Purpose of
Promoting Ord.eTly and Systematic Planning of Subdivisions in
the Village. of Shorewoo<L Minnesota.
The VillageCouhcil uf thf' Village of Shure wood dOt,S ordain:
SECTION 1.
That Section It Definitions of SubdJ\:isiolls of Ordlllancc No. 30
be amended to l'c<ld as follows:. . .
"SUBDIVISION: The division of a parcel of land into two or
more lots 01' parcels, for the yurposc of lnmsJel' of ovnwrshi.p or
of buildu}g developments. The ter111 includt's J'e-subdivision and.
when appropriate to the clmtc'xt shall relate to the process of
subdiviliing or to the land' subdivided; (;'xcept that. upon rec-
ommendations of the Plallnitl~ Commiss)ol1 and the irpproval
by the Village Ct}uncil. nothmg in this OnjinHnce shall pfreet.
limit, or apply in the CaSe where OIH.' lnt i~ di vided into two or
three lots or parcels oJ land, the siz<.' of which subdivided lots
or parcels 9f land conform to tlw Village's minimum rt'quire-
ments of the Building and Z(1n;ng Ordinance and al~o abut upon
a public street. However, a d'llwnsional map of such a division
shall he filed with the Village Council wilhin 30 days after th('
division is made."
SECTION II.
That Section;1I Paragraph B, Subdivision :1(j) of Ordinance
No. 30 be amend'ed to read as fo11o\'"s:
"(j) ~ts n.ottQQe served by 111ul1icipal sewcr system shall have
. made in the inea wlHlre individual sewcr disposal sys-
tem is to.be located at least one pl.'n'olation test. The test
shall be made .in accordance with the following procedure:
1. A hole with hodzontal dimensions of 4 to 12 inches and
vertic1e Sldes shall he dug or borl'll to the depth of the
proposed absorption trench which d<.'pth shall conform
with the Ordinance No. 18 of the Vii!age of Shorewood,
The hole may be bored with an augur of not less than
4"diameter.
The bott6m and side.s of the hole shall be carefullv
'scratched with a sharp pointed instrument to remove any
. .smeared soil surfaces and to pl'o\'id(~ a natuml soil surface
Jut-o which .wate:r nwy percala te. All ')oose material shall
be' removed f.tom the hole and 2 inches of ~oarse sand or
.fine: gravel shall be addt~d' to protect the bottom scounng.
The h6leshall be carefully filkd with clear water to a
nljnhnumdepth of 12 inches over the gravel. Water shall
be kept in the hole f\';rat least 4 hours, prderanly over-
night, by refilling if. necossary 01' by supplying a surplus
reservoir of v;atel', such. liS in an automatic siphon,
Percolation rute mellsurements shail bt.' made on the day
following the procedure outlined above.
(a) If water. remains in th<' test hule after the overnight
swelling period, the depth shall be adjusted to approx-
imately 6 inches over the graveL The drop or water
shaH. be measured from ,1 fixed reference point over
a' 80.' minute. period, Thi.. dn>p shall be used to cal.
cUi ate the percolation rate,
(h) Ifrio water renwin.~ in Ow holt' af1pr tlw overnight
sWeIling .period, clear ~i1tcr shall be add~~d to. bring
thepepth of water in the hole to approximately 6
inches over the gravel.. From a f]xed reference point
the drop in .water level shall be measured at approxi.
mately :W minute intel'vals for four hours, refilling
"6'inches over gravel if necessary. The drop that occurs
during the final 30 minJ,lte period shall be used to
calculate the percolation rate.
(cl In . soils .CQntaining little or no clay the swelling
'. shan. not be required and the test may be
~ad€l. after the water from one filling of the hole has
completely seep~. away. . Tbetimt' interval between
measurem,ents sl1aJl be taken as 10 minutes and the
~jD
.......
....
.
.
test shall run for one hour. The drop that occurs
during the final 10 minutes shall be used to calculate
the percolation rate.
5. Minimum allowable percolation rate shall be:
The time for water to fall 1 inch shall not be more
than 60 minutes. The percolation rate shall be certified
in writing by a registered engineer as true and correct
and as having been obtained pursuant to the regula-
tions and procedure of this ordinance.
6. Lots to be served by individual sewer systems and failing
to meet the minimum percolation rate shall be deemed to
be unbuildable and not qualified for development or plat-
ting.
Other information such as soil tests as requested by the Village
Engineer.
SECTION III.
That Section V, Paragraph A, Subdivision 9, Cul-de-Sacs. of
Ordinance No. 30 be amended to read as follows:
"9. CUL-DE-SACS. Each cul-de-sac shall be provided at the
closed end with a turn-around having an outside diameter
of at least 100 feet and a street property line diameter of
at least 120 feet."
SECTION IV.
That Section V, Paragraph C, Subdivision 1, Length. of Ordi-
nance No. 30 be amended to read as follows:
"1. LENGTH. Blocks shall be reasonable in length and, if pos-
sible, should not be less than 400 feet in length."
SECTION V.
That Section V, Paragraph C, Subdivision 9, Lo,ts Along Thor-
oughfares. of Ordinance No. 30 be amended to read as follows:
"9. LOTS ALO'NG THOROUGHFARES. In new subdivisions
there shall be no direct vehicular access from the residential
lots to a major thoroughfare. Residential lots shall be sepa-
rated from major thoroughfares and railroad rights-of-way
by a buffer strip which shall be in the form of added depth
or width of lots backing or siding on a thoroughfare or rail-
road right-of-way."
SECTION VI.
That Section VI, Public Land. of Ordinance No. 30 be amended
to read as follows:
"SECTION VI. PUBLIC LAND. Because a new subdivision cre-
ates a need for parks and playgrounds, as well as for streets,
8% of the total area of each new subdivision or its equiva-
lent, shall be dedicated for such uses. Such area must be
suitable for parks and playgrounds and shall conform to the
Village Plan for parks and playgrounds within the Village.
The subdivider should have the option, in lieu of dedicating
area for parks and playgrounds, to pay into the Village Park
Fund a sum of money equal to 8 % of the value of the raw
land contained in the proposed subdivision, and the value
of the raw land contained in the proposed subdivision shall
be determined by the Village Assessor; or, as an alternative,
the subdivider may pay into the Village Park Fund $50.00
for each lot within the subdivision.
SECTION VII.
That Section VII, Paragraph B, Streets. of Ordinance No. 30 be
amended to read as follows:
"STREETS. The minimum requirements for constructing streets
shall be as follows:
1. Grading. All streets shall be graded for the full width of the
right-of-way and in such manner as to provide a minimum
finished surfaced width of 30 feet. All streets shall be under-
cut below the established grade for the width of the fin-
ished surface to a depth adequate to accommodate the
sub-base, base, and bituminous surfacing.
2. Subgrade. The subgrade of the streets shall be so con-
structed as to satisfactorily sustain the street in a stable
condition. Any unsuitable or unstable materials shall be
removed.
.
.
.
3. Sub-base and Base. All streets shall be constructed having
a gravel sub-base of six inch minimum thickness using
gravel conforming to M.H.D. Spec. No. 3138, Class 4, and a
gravel base of three inch minimum thickness using gravel,
conforming to M.H.D. Spec. No. 3138, Class 5. The total
minimum thickness of the sub-base and base as mentioned
above, are applicable to the A-6 subgrade soil group. For
other soil groups the following factors shall be employed
to determine the total minimum thickness of the sub-base
and base. Adjustment of the total thickness shall be made
in the sub-base only and the three inch minimum thickness
of the base shall not be decreased.
Subgrade Soil Group Factor
A-2 ...................................................................... 75%
A-3 ..............................."...................................... 50%
A-4 ....".................................................................125 %
A-5 ....,..................................................................130 %
A-7 -6 ..................................................................130 %
A -7 -5 ................................................................. .120%
Soil Group classifications are in accordance with A.A.S.H.O.
designations: MI45-49.
4. Bituminous Surfacing. All streets shall be surfaced with a
plant-mixed machine laid bituminous material having a
minimum thickness of Ph" conforming to Minnesota High-
way Department Specification No. 2341. An integrant curb
being 4" in height shall be made or hand formed on each
side of the bituminous mat.
5. Seal Coat. A bituminous seal coat shall be applied to the
finished bituminous surface after the installation of curbing.
The seal coat shall be constructed in accordance with the
requirements of M.H.D. Spec. No. 2356. The types and grades
of materials and rate of application of the same shall be as
specified by the Engineer.
6. Drainage. Provisions shall be made for the proper drainage
of all streets through the installation of adequately designed
culverts, storm sewers, etc., and the installation thereof
shall be considered part of the essential street construction
requirements.
7. Boulevards. The boulevards (area between the backs of the
curbs and property line) shall be uniformly finished to match
the top of the rolled curb and sodded or seeded to present a
pleasing finished appearance.
8. Driveways. All that portion of the boulevard designated
driveway shall be surfaced with plant-mixed machine laid
bituminous material having a minimum thickness of 1%"
conforming to Minnesota Highway Department Specification
No. 2341 on a 4" gravel base. Concrete specifications approved
by the Village Engineer may also be used for such drive-
way surfacing at the owner's risk. Should it subsequently
become necessary to repair or replace such concrete sur-
facing in whole or in part, the owner or owners of property
serviced by such concrete driveway shall pay all costs of
such repair or replacement.
SECTION VIII.
This Ordinance shall take effect and be in force from and after
its passage and publication.
Passed by the Village Council this 22nd day of August, 1966.
Robert W. McDougall, Mayor
.
ATTEST:
Elsa Wiltsey, Village Clerk
(E 9/15/66)
.
.
.
Village of Sborewood, Minn.
ORDINANCE NO. SO
An Ordinance Amending Ordi-
nance No. 8 for tbe Purpose of
Promoting Healtb, Safety, Or-
der, Convenience and General
Welfare by Regulating tbe Use
of Land, tbe Location and Use
of Buildings and Structures on
Lots in the Village of Shore-
wood, Minnesota.
The Village Council of the Vil-
lage of Shorewood does ordain:
SECTION 1. That Section 2,
Subdivision (b), Commercial Dis-
trict, Paragraph (3) of Ordinance
No.8 be and hereby is amended
to read as follows:
(3) In Section 34: Lots 173, 289,
291, 305 and vacated road
adjoining same, Auditor's
Subdivision Number 135,
Hennepin County, Minne-
sota, also Lots 13, 14 and
15, Linden Park.
SECTION 2. EFFECTIVE
DATE. This ordinance shall take
effect from and after its passage
and publication.
PASSED this 10th day of Octo-
ber, 1966.
Robert W. McDougall
Mayor
ATTEST:
Elsa I. Wiltsey, Clerk
(E 10/13/66)
.
.
VILLAGE OF SHOREWOOD
ORDINANCE NO. 51
.
An Ordinance amending Ordinance No. 18, of the Village of Shore-
wood, being an Ordinance R.egu1atin.g the Installation and Con-
struction of Individual Wa.ter Supply and Sewage Disposal
Systems in the Village of Shorewood. County of Hennepin,
Minnesota. and Licens;ng of Persons Enga.ged in Installation. and
Construction of Individual Sewage Disposal Systems.
The Villagie Council of the Village of Sho!I'ewood! d'Oes o!I'dain:
Seotion I. That Seation 3 of Ordinance No. 18 .0If the VrHlage of
Shorewood be amended to read :as follows:
"Seot1on 3. Before pl'oceeding witlh the installati'On, alteration,
repair, or eXltens.ion 0If any individual sew'age disposlal system,
or the installation, oonstructi'On Oil' repaiil' oct' any individlual Wiater
supply system .in the Village of 'Shorewood, the owner or lessee
thereof, or his agent, slhall first obtain ,a permit from the Village
Council of the Village of Shorewood or its desilgrnated emplOyee
ohal'ged with the adminisrtration of this 'Ordinance foil' the spe-
cific installation,altera1ion, repair, 'Or extension; and, at the
time of applying f'Or said: permit, he sih'all pay a fee therefor of
$15.00 for the individual sewage disposal permit and $15,.00 for
the individual water su:pply permit. Such permits shalllbe valid
fora period 'Of six months fTOm the date of issue.
Section H. That Secition 6 of Ol'dlinance No. 18~ of ,the Village of
Shorewood be amended to read as followsl:
"Secltion 6. Each application fOil' la permit shall 'be a.ccompanied
by a pIlOt plan of the land showing: the loooation of .any p['oposed
Qr existing budldings located on ithe pmpeI'lty with respect to
tlhe bounda,ry lines of the pl'operty, complete plans of the pro-
posed disposal facility with substantial date,1f necess,ary, attest-
ing :to the compHanc'e with the minimum srtandards of this ordi-
nance ttogetJiher with a report 'of findings on pemolation rate tests
taken from two or more separate ,test holes spaced uniformly Olver
the P1'Oposed :absmibtion fie,ld site certified in wrirting by .a reg-
istered civileng~neer as Itrue and! 'CIOrl'ect and as havdn.g been
obtained prursilLant ,to the reg,ulations and procedure set :tiorth in
'Section II of Ordinance NQ. 49. of the Vil18ige o,f ShorewoodJ. The
minimum allowable percola,tion rate shall .be: The time for
water to fall 1 inch shall not be more tlhan 60: minutes.
A complete plan shall include the size and design of all
pa:i'ts of the disposal f3:ciHty to be instal1ed, altered, repaired, Oil'
e~tended. Sanitary sewage systems shall be installed on the
street side of the proposed building whenever possible. The
applIc'altion shall also show the present lOr propos,ed lOClation Qf
water. supply faciHties, and water supply. p1piing,and the n,ame
of the. person, firm or cOl'poration who is Ito install the sewage
disposal system, or water sUpiplly system, and! suclh other in-
furmation asi may be required by il;lhe Vm~ge Engineer OIr
Village Council. All plans shall be at the sclale of 1 inch to' 50
fe'et. "
SectIon III. 'I1hiat Subsection 3 of Section 7 of Ordinance NOI. 18
of 'the Village OIf ShOil'eM/100d be amended to read as follows:
"3. Installations in looW, swampy areas, or ,arelas whieh may
be subject to flooding oor on sites falling 10 meet the minimum
allowable peroolation rate shall not be acceptable."
Sedion IV. That SlubslectilOn 8 of Section 7 of Ordinance No. 18
of the Villa,ge of Sho!I'ewood be amended! It.o, read as follows:
"8. Septic Tanks. The design shall 'be such as' 1,01 pTovide
a,ccess for cleaning and shall be lociated not less than 10 feet
from adjoining property lines and '50 fe,et from any sour'ee of
domestic water supply. The eapaoity shall ,be based upon the
number of bedrooms coontemp.la,ted in the dwelling served and
shall conform to the, following table:
.
-1-
.
-l;-
.
ost
061
WI
9ZI
~m
001
98
01.
(umW!U!W ~ g)
woo.rpaq .tad
'Sl~ a200aas (salnu~w U! lpU!
pue tpuaJl p.1epUBls I '[[llJ o.'l .IaveM
~aJ a.xeoos UJ ea.m .1QJ pa.1Jnoa.1 aWIl)
Uo.ndro.sqre pa.lftlJoa'H ~eJ UQ!V!lloo.1ad
:alqeq, 2u!'h\OUOJatIl tIlJM. a,;>uep.1Qooe, U! aq neqs
wa:j;SaS yesooSJP a2'lMt\aSaleApd al.{:j, .1OJ eam uQndoosqe
wmufU!lll pue ~sap atJ.L 'wa~s leSOdslP a2reMas al.{;jJ JQ
u2lsap .101 pasn aq nel.{s ea.xe UQndoliosq-e arm ur apew salQq
lS<lla.10w .101 o,Ml at{l JiQ uOlleIOoJad ;r.o ale'.1 a2e.1aAe attL '2
: SMQno.J se, ':l}1 paleU21sap 'l.{deoli2e.red reUo,!lIPpe ue uOllOas
.qns, PIW 'Oot' :l}iuIPPtl aq papuawe aq pooLM.a.1oqs JQ a~mA at{l JO
8t 'QN aaUlluIP.JiO 101 L UiOnoas Jio' 0'1 UO!lO'<:lsqnS ltltfJ.. 'A UiQnoos
'JIue~ aq+ JIO lltWW
-fi.100UIQO l.{::Jilla o.~ papIAOIlo aq Utl-qs ssaoo'1:1 altlnbapv 'Play resodslP
pUll' )[ue!jl aq!jl JO' uO!':j,emuaA AJies,saaauap!Ao.Jd 0.+ se palon.llSUOO QS aq
nel.lJS II 'atlOOp.101 UiO~ aAIssaoxa Ol ~rqns lOU Itlpal-ew alqtl.Inp
pUll punos Jio P<!l:>n.I:j;SUo.:> aq Iltlt{s pUtl lq~~l .1altlLM. 2ulaq s:w: amSSll
o!jl se qons aq WHlIs JIUtl!jl at{l JQ uon;)l11.IlSUOO attJ. ':jI.IaAul ~nno
al.{l aAoqe saqou! ,& uelt{ll ssallOu aq Htl'tlJS l.1aAuI ~luI atLL '.&~p'edeo
p!tlJOn pa.qoba.1 Ie!jlO!jI at{l1Q !jIUeo .lad m: ueql ssal aq !jIOu neqs amnloA
OSIe '[[ll'qs pue' l.{ldap PJnoJI a'rm ;r.o +uaa .lad ot Ol Ienba alalrewJXo.Jd
-de aotFll:j;STP 'e, aOtl(J.IT:1ls PJnon arm .M!Olaq pualXa ne,qs SlUaUIlJ.redwQo
uaaLM.leq sad!d p~aUIqns .10. sarneq al.{l pue ad!d pa2.1awqns .10 allfllq
l.{:>!-qM. 'a2,e.10!j1S wno's apIAoJd 10+ a:l,eJ.IDs PJnoN atIl aAoqe pualXa
~llno a1{U. '.taLM.as latuI aql ~, UMOOO atI~ aaoq-e 'qpuI aUiO ls:eal le
pUll aOtlJolns PInon ,t)tIl Mo.laq 'l.{l'dap PInon lelOl al.{l JO lUt);).1ad 0(';
uetll a.row :jIOUi linq 'sa-qaUJ 9 :j;Stlalle puap.a rreqs ad~ pa2Jawqns .LO
aweq laIU!aql pue ~parneq pue, pa2.1awqns t)q neqjS lUawlfJedwo.O
qpea JiQ pUtl ~ aq'jl JO SUQI~UUOO li<lH'tlJO pUtl faluI 'seqouI vI':
uet{lssal ,aq lOU Utl'ljjs s'liUaUIl.IedUIQ:> .10. s1ftFlll JO suoIsuaWJP IelUOZ
-J.IOq) apIsuI 'AlptlOOO ~ueq, 2tIfU!W.Ia'jlilp uI pa.1ap!suoo aq lo.U IItlqs
laaJ 0/119 Ulltll .tavea~ q~dap p~nbn tl pun 'saq;)u! 0& ue'l.{l ssaI 3q
lOU Ueqs lUaU1~OOWOJ .ro 1ftFllli ,J!pas Aue 1O~p PInon at{J.
'~ lS.Iy at{l Ol> SUlOIItl2 096 pPtl' 'woo.rpaq leuo'!lIPptl' t{:l'tla .10<[
009 Jo, auo pu~ 0001 JIO aUO-S'1fUtlli g to
009 JIOauo pue 006 10' au~ Ii: &
009 10 auo pUll OOl. JO auo----sJIUtlll g ssal .m g
suoypS Ul 2[U1q JO SWOO.1peq JO aqurnN
A~1!dllO Plnbn WfttDJUlN
8XNV.L;:)Iill.cR![SI 'HOg SCiIIJ..I;:)V dVO wnwINrw
Jo. .1Jooa.1 .10.' 'UO!SUalXa 'uo!ltl~antl 'UOI1,tlUtlilSuI auv 'asneJ .roJ nouno;:)
aql .&q paisnJa~ .101 paJf:OAa.1aq atlw pue .1tlt)a A.IaAa Jo. 1 .A.IenUtlf
a.1o.Jaq .10. UQ AIItl'tlJUUtl alqtliMauaJ aq ntl1qs asuaJ!I lIOns 'JI.1aI;:),
a2~mA aql tuO.IJ uOIV!ldn.)I;)o t{:lns Uo, A.I.xeJ o.l> aSUia:lH tl 2u!Ulelqo
lS.IY :jI1l0t{tl'!M a2tlmA aql U!l.{lJM swa:j,sAs alddns .1al-tlM JIlsatuo.P
10 .:qeda.I pUtl' uOIsuatxa 'Uo.Ile~antl' 'UO'!l-eUtllSU! 10 ssau!snq aql'
U! a!~I~a ntlqs uone.1odwa .LO Ur.Ly 'uos,t<:>d ON 'I uo'!l:>asqns
'SP.1tlPUtl1S UIntU!U!W 2UfMOUOJ
at{l q~!,M aouep.1ooore U! palf;)n.Ilsuo;) pu~ Pa.u;;JI,sap aq ntl,qjS aoUtlu!p.IO
SJtm JO Uo.!tooptl,aql' 01' fiUianbasqns ~I1!A at{Jl U!l.{l,!M pa.1p~de.t .10
paUelsuI SnaM .10 sanddns .Ial'eiM Ienp!AlpUI aq)J, '01 uo'IlOOSi"
:Sh\OIIOI sa pea~ Of papuawtl' aq pOOMa.Io,l.{!8' 10
ali'llI1!A aqli JiO '8'1 'oNj aOiUtl'U!pJO Jio 0'1 uOlli;>aS, litlqJ. '!A uOIloas
~09 JiaAO n swalSas UO!twosqtl, .101 alqelJnsun)
9Sal .10 ui09
ssel .ro ,;%
~O'f: .1aAiQ J! SlId a2,edaas .to.J alQ-ewnsun)
SBal .ro ,JOe
ssal .ro ,,~n
ssel .10 ,,01
ssal .10 ,,19
ssal .10 "to
~ JiO ,,&
SS;:)1 JiO "g
ssel .ro "I
Ogg
00&
.
..
.
a domestic water supply system by ,a licensee in violatian IOf the
pl'avisions of this Oi'dinance 'Or refusal 'On the part IOf a licensee to
correct such defective work perlormed by such licensee shall be
cause ':lior rev'Ooation of 'Or refusal ta renew a Hoense. N'O person,
firm 'Or (lcH1poration Ithat ihas ,obtained any such license shall allow
anyorther persan, firm or corpDratian 'ta use such license rfJor doing
any work regulated in :this Ordinanee.
Subdivision 1. BeJioreany license issued under the pra-
visions of this .ordinance may !be revoked Dr its renewal re-
fused,the liceng'ee shall begliven a hearing to show cause why
such license shauld not be revoked 'Or refused. Nati'ce 'Of the
time, place land purpose af such hearing shall be in writing.
The 'annual license fee shall be $15..00<. AippNcations far such
license shall be made annuaUy on a form :liUl'nished. by the
Village.
(a) Far the pUI1pose 'Of this OI1dJinance, ,the domestic
water sUJpply system shall include 'the well, pu~' and pres-
sure tank
(b) "Well-driller" means any person, firm or cQI1pOl1atian
wha is qualified. to conduct the business of well driUing in-
cluding the planning, superintending] and consltruction of wells
and 'casings, making replaeements Ito existing! systems., and
whQ knows :the laws, rules land regJUlati'Ons (If the State 'Of
Minnesota ,and Village of Share wood. If, in the opinian of
the Village Council, or its agent, a person or firm [has nat
qualified as a competent and responsible well contractor, it
shall deny the l:Ieense ,and refer the applicatian ,toO an exam-
ining board consisting of three qualified persons; one lappointed
by the State Well Drillers Association, one appainted by the
Village Cauncil, and 'One appointed by ,the well licensees of
the Village.
(c) The word "well" 'as referred ta in this Ol'dinance
shall mean a vertIcal hole lOr slhafit sunk into tlhe eaI1tb to 1Jap
an undefiground water sUJpply.
(d) Application for a license shall be made in writing
ta ,the Clerk on rfJorms furnished! by the Village setting forth
the rollowingi:
(l)The name ,and address of the appHcant, Ihis place
'Of business, the name .and ,address of Ithe partners, if .a
partnership, and the names and addresses 'Of ,the c'OrIpIOr.ate
officers, if a corporation.
(2) An outline of the e~pe<rienc'e of tlhe appiHeant in
the drilling of wells, inciuding ,fue number of years tlhe ap-
pHcant has engaged in said business and the names and
,addresses of the emplayers t'O whom the applicam was so
englaged;
(3) A list of the !Minnesota municipaHties in wihich
appliClant is presently lkensed to engage in slaid business;
(4) The names of the municipalities in MinneSiOita or
elsewhere thalt have denied. 'sUlCih a license to tihJe applicant
or revoked such, license of tlhe lappNCWlIt;
(5) A descTtption of the equipment ,the 'applicant plans
,to use in the well drilling and related work;
(6) The per.30'n making application shall be charged
with the truth and accruracy of the indlormation s'UJpplied in
the ,application. :F1ailure to pmvide true and complete in-
formatian shan constitute a vialation of this ordinance,
and, in ,addition ta the penalties hereinafter presc'ribed
for the vi alation of ,tlhis ordinance, the license af any appli-
cant may be revoked by rea'san of material fa'ls'ifieation or
omission 'Of infomI1lati'on from slaid application. A license shall
be issued only to those appHcants who sih:all satisiDacltorily
demonstrate a knorwled.g:e of adequate methads and tech-
niques used in the insta,uation andconstrucrtion of wells
and a:tlher water sUlPIPly srysltems.
(e) Bond: No persan, firm, or corpol'lation will qualify
rora well driller's license until hie ,shan pmcure and post
.
.
-3-
.
-.,-
.
lreqs, nall<\. atf\J ;):0 slUed llroUo,duro;) .Ial{lo ne 'saqpul '17 uaql .Ia~.rnI
Snall<\. Jio aseo, uI "Alddrns .Ia:jleu'n pa.I1nba.I allll' apIMJllid ol A.Ye'ssaoau
'81 se aouels1iP -qorns uOIlemJioJ ~UlJjeaq-.IalreMc al{l o.lUT panUT1JUOO <lO
He1qjS aToll uado "lj]ouf-t lBul'urou at[[. "ao"Bi('d ul pa'lno~ aq n"Bl{s laaJ
01 mOllOq al{l PU"B aloq "lj]oul-'9 aill/l Jo, WIOW)q altl ol aorepns aql
WO.IJ pane'jJSul aq Ua"llil' IlB'l{s .IauH l{oul'-t Ulrrlwfupu Y ".Iall<\.ol 81
.IaAa-qo'1'llM '{aAal .Iale'M 2uldumd al{l ll<\.o{aq laaJ m: lseal le JiO/PUB
auo'jJS'pues Jja:jlad "lS palepHosuoo AlIneJ-uou snonuIluoo al{l O:jIUl
:jIaaij: O<C"; ls:eal l:e pUP. 'SUOIl"BIUl.IOj: alq:e.Ilsapurn a"llil' l{2no..Il{fl pam.lp aq
ual{lllBl{s, al!oq uado CmnwlufUI) qoul'-9 l!euliUlOu Y "auo.'jJS,amn am.'\.
-allBld a1.Ji:jJ OluT pu:e lH.IP r:eP:el~i aql q~nOJiql ao,epns aql UIO.rJ ~ulseo
.Ia:jlaure'1iP-'lloul-9 wnwfUlw e 2UHl"B'lSU1 .&q pa-qSndWOOOiB aq neqs sIlll
'aUO:jlSaulnamAalle'ld a1l!l q~no.rl.J:rl' ~u1pualoca puel ,,'17 JO .rateul!Blp
a l:e palIs1uy nall<\. Po JO aseo aq+ uI "lJo pale'as aq neqs suolleiUl.IoJ
aadoCl{:e'llS pue, amAan'eTd 'll)e.IoOanaql' 'auollspueS uep.ro.:l' aql "10.
aUO:jJspues .1a:jlad "l8' altl U!a:jJeuIUI.1al o.l pamJP s1' nall<\. "B a.1a1{M
"'jJUawdio'laAap nau'n .IoJ AJiOloeJsnHsun se pap.IiB2a.I
aq ne,tj)s 'ul2po a~eMas ;):0, eI.la:jJoeq .10 sleoIwatF' Jo. aouasa.ld a1{l
Aq paouap1~ s:e 'pal:eu1UIretuOlo sl qOll{ll<\. .IaleM 2uWla1A uOIl:euuog:
~ul.Ieaq-.Ia:jJeL<\. AUY "A.IOl'e<lioqellua:jladmoo:e.&q .Ial,:eM aql JO slsAleue
JiO Snnsa.I1 A.lo:jJ:>:eJ]s1'llels a'l{l uo paseq aq ne'"lj]s luawdo.laAap nall<\. .log:
UOIl"B'Ul.IoJ] a'"lIil Jio Aliffiq:elldaooe aql 'slUama.I1rrlba.I UlIliUI!IUIW asa,ql
s,alJsnres ltol'1{IMc 1{ldap :e l,:e uo.l:j1On.Il,suoa nall<\. 2Ul.lnp Pa.Ialuno.oua
sl UOHeuI.IOg: ~u'f'IBaq-.I1alell<\. :e a.ral{M. "(j3!uldwnd ~upnp HaM al{l ul
pa.lall<\.OT S1 aaiB\r-ms .Ial:e'M a'qll{ol1liMc ollaAal puno..I2,MJo{aq laAaI) laAal
2uldUInd ll<\.o.laq :j!aaJig l'se1a{l:e pue '.Iadeap SI .IaAal{oTqM 'pa.IalUnOoua
uoneUIJoJ n.os Isno.~adUIl lS.1Y aql l{~no..rq:jJ JiO {aAal purno~ pal{;S!l
-qelsa ll<\.olaq laaJ 'DOl JO 'ttldiap e o.l pua:jJOCa Ueqs suon:eUl.Iog: l{:jJ.Iea
pal:epHosuooun ul Ala.IrJcua rpalon.IlSuOO HaM Aue JO ~ulseo' aqJ..
"SUOIl:ew.Ioij: asot{f.l Ul al,:eu1W.!<ll
ol "lIildap ul pas:ea.]i;)ul aq lIl~ll)s HaM ~uns1oca oN "al'lUIOloa :elo,auO
-aadoJjieltj)S .10, auo.'jJSawn amAa:jll,eld 'apOl'qS l{:e.Iooan al{l ul al:eulUI
-.Ial Hell)s poou'na.1oqs Ul palon.I:jISUOo HaM ON "'17 Uo,n:Jasqns
":jIaaJC"; 'jJSeal l:e .&q ~Ul!P'Hnq al{l Jio. UQ1l
-::Ja~O.Id AUB map rraq:s ~UIs:eo HaM aqf.l. Jio dOl aql UIO.I;JJ AnB!;)Il.IaA pa
-puafoca a'UH ~ :jJe'"l)il qons,aq Hel{s 2uIPnnq :e OllO<ldsa.r "lj]Hll<\. HaM Aue
JO tlo.n:eoola'lt.L "laAal puno.I!~' pa'l{Sluy al{:j! aAQqe' saq:auIC";l lls:eal lB
papua:jJOCa aq neT.j)s 2uls:eo naM. aq1i 'aAoole fUawaseq :e Aq pasnoll) lOU
sl Hall<\.al{la.IalllA\ "aAo,oleaqff Jo. <JoeJ al{l ssowoe papua:jixa aq neqs
u01l'HA:eoxa :jiUaiUlaseqal{~ Jo. ~un<ooJ aqlaseo q~l{IA\ ul 'liuamaseq
~Umall<\.p aql 10 aAO(Y[e ue, sl' ~ulsno'q l{:Jns ssalun fUaiUld1rrlba ~uldUInd
JiO Sna,M JioJ pasnaq lOU IlBrqs 2ulSnott ~pe~-qns "S~umY OOAl
aJj-ey qli1M paloauuoo, aq Helts pUll .Iaddoo ":)1,, ad~.L aq Heqs ~uld~d
j3!ulALreo .1alBM puoo~.Iapurn IlV "diwnd alJ1+ p.re'MJOl p.relMidn OOlOls
IlB"lJiS saun uonorns al.[J, 'i&!lseo nall<\. aq'ji oful :jI~'Tl .IaltlM. 'jlas, aq
Hel{S pUll 2uls:eo uOlloalOJid apIslno ue tfII[M paPIAo.J:d aq IIB'qs ap:ea2
ll<\.o.laq :jJaaJ Ol u:el{l Sisal paHelsul aSl1l<\..Iaqq:oaoml{M J!O '~uls:eo HaM
~oo.l't{f.l paHel'sUT saUR tlOnons "~ulSe,o HaM aql lUO.IJ A:e&:e' u11l<IP
0.11 adolS pue JiOOY luawas:eqaql aAoq:e< Isa-qoul 9' ls:e'al :jI:e aq neqs
.Iooy pUB al'aJo'llOO ;po papn.I'jJSUo.O aq IIBl{s lUOO.I diwnd a"lj].L "laAal
.Iooy luawas:eq at{f.l wO.IJ saqpul HI JO ummTulUI e aq ne'lls ~u~se:J
adTd UOnOIi![lS, JjQ, 2uIS:eo nall<\. 10 dOl al{l1 "pasn aq n:el{s leas naM V
"~ullunolU lrq21lI-oml:eM e JO' llO'1leH:elsul lIUIJ.Iad O:ji se: OIS P<llOn.IlSUOO aq
neqs a.seq dwnd aqu.. 'uo~:jJeRe.lsul ;JIoo.Ld lSo.IJl 'A:.Iessaoau a.Ia<qM. 'pue
Joo.ld uonnuod amsse o.l panelsuI pue ,pau~'Isap aq llel"ljiS luawdlnba
PU1:l sdimI1ld "papIAo.rd pUB l'IlO f'as a.Io.g:aqula.1al{1 sl ueql SPlay ul:e.rP pue
s:l{Ue:jlonda'S 'saUll omMJas 0+ .1a,sop fUIo.d e :jie paleool aq nel{s aun
UOI1Ions paT.Inq JjQI naM.oN "aUTl Al.radlO.Id :e lUo..rg: 1JaaJ 9,1 ueql ssal
paleoolaq ll:e,qSl aun uonons pa~ .10 uaM ON "\: uonoa'sqns
"pall'luuad aq
lOU H1u'n sna.NIJ ~a "aoeprns Ipun~ lemleu aql WO.IJ teaJ OOI uetIl
Slsa'l u01:jJHW.l!OJ 2ul.Ieaq .Iall'llM Aue' .UlO.IJ .IOU S.Ialell<\. ao:eg:.1ns UIO.1;j.
aq n:eT.j)s Alddns .IaleM ;)IlsaUIo.P JQ ao.InOS ON "Z uOl:jJ:>asqns
"~mA alI1J ulll!lIll<\. naL<\. AUllI Jo. 2UHll.IP
aq:jl 2UPI:et.Iapun aJioJaq sp:e.I:jIUOO 10 al;)ue'UIJo~ad lfiJ-qll,eg:
all)f uoon pauonIPuoo< 'onqrnd aq+ PUBI al~relUA allJ1+ JO .10AeJ
uI 'OO"OOOZ$ JiO lltIfiOure a~n ul puoq :e ~.Ial;J: a2,:emAal{l l{llll<\.
.
.
be cDnstructed propm-tionaUy.
SubsectiDn 5. The minimum diameter of drrilled wells sihall be
4 inches. Well casing shaH cDm'Orm in weight and t!hdcikness t'O the
DDllowing table:
TABLE I
Minimum Acceptable Weight and Wall Thickness, for Well Casing
an.d SU.ction Pipe Casing.
Wt. Lbs. Pipe Couplings
per Ft. Thickness Diameter Lengi1h Extem,al
Threads and in Inches Extern.al In,ternal in Inches Diameter
Couplings Inches Inches
10.8>9 .237 4.500 4.0Q16 31-5/8 5.091
12.64 .247 5,.000 4.506 3'-5/8 5.591
14.81 .258 5.563 5.047 4-1/8 6.29,6
19.18 .280 6.625 6.1065 4-1/8 7.358
29.35 .312,2 8.62,5 '/.1l91 4-.5{8 !:l.4:W
SubseC'tion6. An 'Oversize drill hDle shall exrtend to a depth
of at least 20 feet tD permit placement of a ,cementgr'Out seal arDund
the well casing to Ithat depth. Temp'Orary oasingat least 2 inclhes
ill diameter larger than the permanent casing shall be IU!sed dhr the
Dversize drilLh'Ole if the well is drilled iby tlhe caJblert'ODl me,th.od.
Temporary casing shall be pulled as grout is placed.
An .open hDleat least 3 inches in diameter larger 1Jhan the
outside diameter .of :the 'oasing pipe shall be provided if ,temp'Omry
casing in the .ove,rsize hole is not needed,asl in drilling by the
'rDtary methDd. When the permanent ,casing is fixed in its final
p.osition, the space ar'Ound it in the 'Oversize drillhQle shall be
g'rQuted by adding cement slurry frDm ,the bQttDmof the area to
be grDuted upward in .one ,continuDus Qperation. Gr'Outing shall be
carried tD the grQund surface or to the level at whiclh ibhe pitless
adaptor may be attached to the casing.
Grout shall be a mb~ture Df P'Drtl,and cement and :water with
n.ot mDre than 6 gal. af water pe,r 94-lb. sack .of cement.
When wells are constructed with inner and .outer permanent
casings, ,tJhe DUlter 'casing shall be grouteditQ a depth .of at least 20
feet in ,accordance with 1Jhe fDreg'Oing requirements. The space
betweentJhe easings' sh,all be filled with cement grDut or clay
slurry Qr shall be closed wa,tel1tight by .other means.
'SubsecttDn 7. A record .of the well ,cel'ltified by ,the licensee
shall be made showing the nDminal size and depth of the casing.
This record shall 'also startethe resuLts of a flow ,test made at ~he
the completion of the well, tJhestatic leve'l .oftJhe water in the well,
and the drop in fe,et j)l'om the static level ,after pumping at ,the rate
of 120,0 ,gallons per hDur for 3 hQurs. One CDPy of the reco11d shall
be filed with the VilLage Clerk.
Eaoh pTivate water supply system must p'l'Oduce a minimum
Df 1200 gallons per hour for a period Df at least 3 hDUIl'S' of tes,t
pumping withQut an apP!reciably dl10p in ,the static level. All su~h
wells shall be fitted wi,th a pel'lmanent plUmp which shall produce
not more than 75,% 'Of such test pumping! r,ate, but in no ease shall
the permanent pump produce lesstJhan 6010 gaUons per hQur at
20 Ibs. pressure.
All drilled wells, cQnstructed in 'geoLDgical formati'Ons of sand,
gravel, Dr other fOl'lmations .of a 'caving nature, extending ,the full
deptJh Df the well, shall have ,a permanent casing installed to a
depth which shall be governed by the pumping level. Tlhe easing
shall extend five (5) feet below the pump'ingl level. AIl well casing
shall be new, p!rime black pipe, reamed and drifted, bearing the
mill label (manuTacturer's name). If ,the pipe is, thre,adedl and
coupled, ,the eouplings must be of heavy dlrive ty;pe which, w!hen
properly made up, will cQmpletely bury ,the' pipe threads. If the
pipe is 'tD be welded in place, it must ,be the same quality as abov'e
and hav:ea 3,0 degree fa'Ctory bevel :f)Dr welding. All we'lding Df
well casing must be pe,11formed by a certified welder. Such welders
shall ibe qualified under the AmeriCian Welding Society's '\Standard
qualificatiDn Procedure"or other simi'lar tests'.
The first length 'Of pipe must be equipped wilth a standard
Size in
Inches
4
41,.2
5
6
8
.
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luapmns ll!+1A'\ las a'll 1iSUlU II 'pasn 81 dwnd aJqls.raUlqns '8 uaq,M.
'1j);)Ul a.renbs .rad spunod (0,1:) A!jJUaMl
JO amssa.rd wnwlUltu e pauleluyew sl waql J1 2u1PHnq pue, naM
uaaA'\!jJaq aUH aJ:nssaJid lEfuOzpolj) pal.rnq '8' 2u1sn rpanelsu1 aq A'8rtu
sUlIalsAs ~ldwnd pue' naA'\ ssaI1i1d 'ad1d a.litlJssa.rd u1 paseoua sl adld
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-PUnq aql uaaMlaqadld uon,ons Ieluoz1.lOQ lPa1.rnq '8 2u1AeqpalIEl'Sul
aq dumd AUI'l UEiqjS .IOU 'asodJud aun-a.rnssa.ld .ro aUH-wnnoeA e .loir
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:pasIli aq ueqs Isazls uaa.roswuw1ultu 2U1MoHoJ aq.r. 'paplAoJd
aq U'8qs Uail.LOS awnbape ue 'laAe.r2 pue pues U1 paqs1uy SUa,M
uO 'I'81aw J!Ilip.raA::[ .ro Iaals ssalul'8ls tOf: adAJ. Jo, aiPew aq He'L[s
u~ al{.L 'ql2uaI ul !jJaal' t JO wnm1u1w e aq netfs uaa.IOS 'qpns
JO Uon.Iod rpa,sodlXa aqrr. '2'Ulseo, aql l'0' pua aL[l puoAaq 2u1PUalX.3
uaa.ro,s -e aq neqsa.Iaql 'IaA'8.I~' pUE pues. Ul pal.J)S'luy srraM uO
"palUOtlnle Ala.rnoas 'aoqs aAFP IaalS pa2.LOJ 'u.rall:ed
.
.
teriologJical examination made of ,the sample- by a persQln skilled
in making such eXcamina,tion. A signed rerpo!1t 'Of such eXiaminati'On
ceTtifyng that the water is 'Of such, quality as is acceptable for
human ,consumpti'On shall be filed wiJtJh Ithe Village Clerk witlhin
20 days after ciOmpletionof the well installation and upon ,the filing
of such a repo!1t a certificate of ,complIance shall be issued by the
sewer and water inspector.
Subsecti'On 9. No nevvly drilled well 'Or p,ump system shall be
placed into service unless such system meets Ithe nliinimum sitandards
set out in ,this ordinance and a ,cer>tificaite 'Of compliance therewith
has been issued lOr provided! herein.
SubsectiQln 10. On repair wQlrk 'Of exdsting wens ox systems
supplying any domestic water supply, including rtihose from slUrface
waters, the provisions of tlhis Ordinance may be waived if tihe
Inspector determines Ithat enforcement would be disadvan,tageous
to the home'Owner and! such determination is approved by the Vil-
lage C'Ouncil. No dug well may be renovated 01'1.' repaired but must
be abandoned when in need of repairs!.
Subsection 11. Any well which is no longer used ,or is ,abandoned
shall be trea,ted in accol'dance with instructions 'Of ,the Sewer and
Water Inspelctor and the standards of the Minnesota State Board
of Health."
Section VU. 'Dhis .ordinance shall take effedand be in iorce
from ,and after its passage and publication.
Passed by 1fue Village Council this 12 day 'Of December, 19616.
Robert W. McDougall, Mayor
ATTEST: Elsa 1. Wiltsey, Clerk
(E 12/29, '616i)
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