ORD1970171ORDINANCE #17 1 (AS MENDED)
i AN ORDINANCE TO REPEA.L, TO RECREATE AND TO AMEND CERTAIN SECTIONS OF CHAPTER 16 OF THE MUNICIPAL CODE
THE COMMON COUNCIL OF 1'HE CITY OF MUSKEGO, WISCONSIN D ORDAIN AS FOLLOWS: 0
SECTION 1. SECTION 16.07(2)(~) IS HEREBY REPEALED:
SECTION 16.07(2)(c) IS RENUh'BERED SECTION 16.37(2)(~)5.
SECTION 2. SECTION 16.08 PERIYIT FEES (1 ) AND (2) ARE
HEREBY AMENDED TOPROVIDE AS FOLLOWS:
(1 ) MINIMUM FEE. THE MINIMUM FEE FOR A PERMIT SHALL
BE $5.00. WHERE ADDITl'ONAL PERMITS BY THE SAME LICENSEE
ON THE SAME JOB ARE NEC%SSARY, THE MINIKUM DOES NOT
APPLY.
(2) SCHEDULE. (AM. OR D. 134) THE SCHEDULE OF PERMIT
FEES IS AS FOLLOWS:
PIPING CHANGE,^, EACH $3.00
PRIVATE SEWEA. MAINS, $6.25 PER HOUR MANHOLES, $1 CI. 00
SEWER LATERAL, LOT LINE TO BUILDING,
SEWER LATERAL, MdIN TO LOT LIME $5.00
MINIMUM $1 0. clo EACH, PLUS $. 10 PER FOOT
OVER 100 FEEZ'. HOLDING TANKS WITH ALARM, EACH $1 0.00 FIXTURES, EACH $2.00 FLOOR DRAIN INSTALLATION, EACH $1.00 HOT WATER HEATER, EACH $3.00 WATER SOFTENER OR CONDITIONER - INITIAL INSTALLATION, EACH $3.00
SECTIO# 3. SECTION 16.19 IS HEREBY AMENDED TO PROVIDE
AS FOLL OWS:
(1 ) ALL BUILDING SANITARY SEWER LATERALS SHALL BE
CONSTRUCTED OF EXl'RA HEAVY CAST IRON, VITRIFIED' CLAY,
CONCRETE OR ASBESTOS CEMENT PIPE, WITH A MINIMUM
DIAMETER OF 4 INCRES. & SEWER JOINTS E'ROM MAIP TO BUILDING SHALL BE OF
pUBBER OR SIMILAR CASKET APPROVED FOR THAT PURPOSE
WITH THE FOLLOWING EXCEPTIONS:
A) ERE THE LC1CATIO.11 OF THE WELL REQUIRES
YSE OF CAST IRON PIPE WITH LEADED JOINTS.
B) IN THE ABSEfi'CE OF ANY GROUND WATER. A HOT
POURED TAR JOINT WILL BE ALLOWED FOR THE LAST
JOINT AT THE' BUILDING.
(3) ALL BUILDING DRAINS INSTALLED BELOW BASEMENT
FLOOR SHALL BE COtiSTRUCTED OF EXTRA HEAVY CAST IRON
SOIL PIPE OR VITRIFIED CLAY PIPE WITH A MINIMUM
DIAMETER OF 4 INCKES.
(5) ALL LATERALS 17ROM MAIN TO LOT LINE SHALL HAVE A
ACCORDANCE WITH PAJLAGRAPH (1 ) OF THIS SECTION.
MINIMUM SIZE OF 6 XNCHES AND SHALL BE INSTALLED IN
SECTION 4. SECTION 16.21 (3) IS AMENDED TO READ AS FOLLOWS:
(3) THE PERCOLATION TEST SHALL BE MADE BY THE CITY
OR ITS AUTHORIZED AGENT. IF THE PERCOLATION TEST
RESULT INDICATES SOIL CONDITIONS SUCH THAT A TIME
PERIOD OF MORE THAN 60 MINUTES IS REQUIRED FOR WATER
TO FALL ONE INCH, AT THE LOCATION AND GRADE AT 'WHICH
THE SEEPAGE BED OR OTHER SOIL ABSORPTION INSTALLATION
IS TO BE INSTALLED, THE PLUMBING INSPECTOR SHALL NOT
APPROVE A PERMIT FOR SUCH INSTALLATION.
THE PLUMBING INSPECTOR SHALL ISSUE A PERMIT FOR AN
WAUKESHA COUNTY COKWWNITY HEALTH CODE. ABSORPTION SYSTEM I'NSTALLED IN ACCORDANCE WITH THE
SECTION 5. SECTION 16.22(2) IS AMENDED TO PROVIDE AS
FOLLOWS:
(2) THE BUILDING $EWER FROM INSIDE OF THE BUILDING
TO-THE SEPTIC TANK SHALL BE OF EXTRA HEAVY CAST IRON
SOIL PIPE, CLAY OR TYPE L COPPER TUBING INSTALLED
WITH APPROVED JOINS'S.
SECTION 6. SECTION 16.23(2) IS AMENDED TO PROVIDE AS
FOLLOWS:
(2) THE EXCAVATED AREA SHALL BE COVERED WITH
AND TO A DEPTH OF ONE FOOT. THIS STONE SHALL BE
INCHES IN 100 FEET. THE SEEPAGE TILING SHALL BE
6 INCHES OF SIMILAR STONE. THE EXCAVATED AREA SHALL
BE COVERED WITH ~S-LB. TARRED FELT OR EQUAL. ALL
IRON PIPE TO 12 INCHES ABOVE GRADE WITH A STATE
APPROVED COVER. AN INSPECTION MUST BE MADE BEFORE
BACKFILLING. EACH BED WUST BE PROVIDED WITH A
CRUSHED STONE NOT LESS THAN 3/4 INCH IN DIAMETER
GRADED WITH A UNIFORM GRADE OF NOT MORE THAN TWO
LAID OVER THE STONE AND COVERED WITH A MINIMVW OF
SYSTEMS SHALL BE PROPERLY TENTED WITH 4 INCH CAST
MINIMUM OF ONE 24" DISTRIBUTION AND VENT BOX EACH.
SECTION 7. SECTION 16.24 IS AMENDED TO PROVIDE AS
FOLLOWS:
(3) REPORTS TO PLU,YBING INSPECTOR
(A) THE WELL CONSTRUCTOR AND PUMP INSTALLER
SHALL REPWLT TO THE PLVWBING INSPECTOR
THE LABOR.1TORY ANALYSIS OF THE SAMPLE
SUBNITTED AT COMPLETION OF THE RESPEC-
TIVE WORK,.
(B) THE WELL (CONSTRUCTOR SHALL ALSO SUPPLY
TO THE PLUMBING INSPECTOR A COPY OF THE
WELL CONS!l'RUCTION REPORT AT THE TINE THE
REPORT IS MADE TO THE STATE BOARD OF HEALTH.
SECTION 8. ALL ORDINANCES OR PARTS OF ORDINANCES INCON-
SISTENT WITH OR CONTRAVENING THIS ORDINANCE ARE HEREBY
REPEALED.
SECTION 9. THIS ORDINANCE SHALL BE IN FULL FORCE AND
*EFFECT FROK AND AFTER ITS PUBLICATION AND PASSAGE.
DATED THIS 9 DAY OP' JUNE 3 1970
ATTEST: 4Q 4%
0 CLERK
B~TTE BOWYER
ORDINANCE #17 1
AN ORDINANCE To REPEAL, To RECREATE AND
To AMEND CERTAIN SECTIONS OF CHAPTER 16
OF "E MUNICIPAL CODE
/ e THE COMMON COUNC:LL OF THE CITY OF MIJSKEGO, WISC~NSIN
DO ORDAIN AS FOLLOWS:
SECTION 1. Sect:Lon 16.07(2)(a)5 is hereby
Section 16.07(2)(~)6 is renumbered Section 16.07(2)(~)5.
SECTION 2. Sect:Lon 16.08 PERMIT FEES (1) / and (2) are
hereby amended to provide as follows:
(1) MINIMUM FEE. The minimum fee permit shall
be $5.00. Where additional permits same licensee
on the same job :ire necessary, the
apply.
(2) SCHEDULE. (Am. (3rd. 134)
fees is as follows:
(f) Piping Changes, each $3.00
(g) Privat'e Sewer Mains, $6.25 per hour
(h) Manhol'es ($10.00 /
(i) Sewer lateral, main to lot line $5.00
(j) Sewer lateral, lot dine to building,
minimun $10.00 each/, plus $. 10 per foot
over 1'90 feet. /
(k) hold in,^ Tanks with alarm, each $10.00
(i) Fixtures, each $j?.OO
(m) Floor Drain Inseallation, each $1.00
(n) Hot Water Heatek, each $3.00
(0) Water Softener/or Conditioner -
Initial Installation, each $3.00)
SECTION 3. Section 16.19 is hereby amended to provide I
as follows: /
0 (3) All building drains installed below basement floor
shall be constructdd of extra heavy cast iron soil pipe
1
or vitrified /pipe with a minimum diameter of 4".
(5) All from main to lot line shall have a
minimum size of/6 inches and shall be installed in
accordance with paragraph (1) of this section.
SECTION 4. Section 16.21(3) is amended to read as
(3) The percolation test shall be made by the City or
its authorized agent, If the percolation test result
indicates soil conditions such that a time period of
more than 60 minutes is required for water to fall one
inch, a$/the location and grade at which the seepage
bed or other soil absorption installation is to be
install'ed, the Plumbing Inspector shall not approve
a permit for such installation.
The ylumbing Inspector shall deny a permit for an
absorption systems for any of the following reasons:
/
follows: e l
/
0 I
/
(a) High water table
(b) Insufficient area /,
(c) Where the slope does not provide for
properly installed system
(d) Where the type of soil is too severe accordance
U. S. D.A . soil Conservation Service1
SECTION 5. Section 16.22(2) is amended to provide as
(2) The building sewer from inside of tp building
to the septic tan.k shall be of extra heavy cast iron
soil pipe, clay a'r type L copper tubinglinstalled with
approved joints.
follows : i
SECTION 6. Section 16.23(2) is to provide as
follows: i (2) The excavatetd area shall be covered with crushed
stone not less than 314 inch in dfiameter and to a depth
of one foot. Thi.s stone shall be graded with a uniform
grade of not more! than two inches in a 100 feet. The
seepage tiling shall be laid oyer the stone and covered
with a minimum of' 6" of similar stone. The excavated
area shall be covered with 15,Llb. tarred felt or equal.
All systems shall. be properly vented with 4" cast iron
pipe to 12 inches, above grade with a State approved
cover. An inspection must/be made before backfilling.
Each bed must be provided/with a minimum of one 24"
distribution and vent box each. / SECTION 7. Section is amended to provide as
follows :
(3) Reports to I'lumbing Inspector. / (a) The wel.1 ,constructor and pump installer shall
report tp the Plumbing Inspector the laboratory
analysl.7 of the sample submitted at completion
of the respective work.
/ (b) The wpl.1 constructor shall also supply to the
Plum/birtg Inspector a copy of the well construction
report at the time the report is made to the
Stake Ikoard of Health. e SECTION 8. ordinances or parts of ordinances incon- sistent with or this ordinance are hereby repealed.
shall be in full force and
effect from and after its publication and passage.
/
Jerome J. Gottfried, Mayor
ATTEST:
* Fity Clerk