HomeMy WebLinkAbout1989 - app for septic system permit APPLICATION FOR SEPTIC SYSTEM PERMIT
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CITY OF ORONO
Box 66 (1335 So Brown Rd)
Crystal Bay, MN 55323
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General Instructions:
1. You may apply for septic system permits by mail or in person at the
City offices. However, permits will not be mailed out and must be
picked up in person at the City offices.
2. Permits are not valid until you receive a permit card.
3 . Work must not begin unless the permit card is available on the job
site.
4. Permits will be issued only to contractors holding a City of Orono
Septic System Installer's License.
5 . All work must be done in accordance with the approved septic system
design. Design retorts are not considered approved unless accompanied
by the "City of Orono Septic System Approval" cover sheet signed by
the City Inspector.
6. The following inspections will be required for all septic systems:
a) Pre-installation site inspection to include inspector, installer,
and general contractor.
b) Tank installation prior to covering.
c) Drainfield trench installation prior to covering. (For mounds,
inspection is required after rough-up but prior to sand
placement, and again during pressure distribution piping
installation in the rock bed.)
d) Final inspection to verify proper final cover depths and to
verify that all pump station (where required) components are
functional and comply with codes.
7. Individual holding MPCA Installer Certificate shall be present during
all inspections. 24-hour notice is required for all inspections.
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JOB SITE ADDRESS: L(1 *
Occupancy Type: Residential k Commercial Other
71,
Owner's Name: o.-v U % ' Phone: - 4/20 .5762
Mailing Address: f 7 N 0 'rut ,(1 City: /14(12660c fti it Zip: SS"4S
Septic Contractor's Name: e 1 o u e J--J t (I (L j c_ Bus. Phone: /-6 S y '7 3�(
Nailing Address: -!F•/ ( fay _ 372_ lit City: vcr( '• pt vc Zip: SS 7 V°
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SEPTIC SYSTEM PERMIT APPLICATON - PAGE 2
Permit Type & Fees (check one)
' ew Construction, Full System $75. 00
replace Existing System (1 or more new tanks & drainfield) $50.00. . .
?artial Replacement (replace just tanks or just drainfield) $30.00. . .
;0.50 State surcharge added to above permit, fees -
SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES
DO NOT MAIL PAYMENT WITH THIS APPLICATION
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RTE: Applicant must initial all spaces. Fill in all appropriate blanks,
check all appropriate boxes.
.itial
i��al
`C.v 1. I have received a copy of the system design including the
. City of Orono Septic System Approval Cover Sheet.
2. I will be installing the following: / if
A. Tanks: Precast Concrete Other Manufacturer C, v (l S
Tank Capacities: 1) /40 gal. 2) /rd gal. 3 ) /4&) gal.
B. Pump Station (if required)
Pump make & model r)cP 3) (attach pump curve &
literature) ; system design requires yo gpm at i .- feet
of head. High water alarm make & model 2 (
Outside electrical work to be completed by installer
electrician other . Inside electrical work
must be completed by electrician.
C. Treatment System:
Trenches: s.f. )( Mound _
Depth of rock below pipe Rock bed dimensions � S
'xS '
Drop Boxes Sand bed dimensions j'x To '
Distribution Box Pressure Dist. Pipe Diam. i 'z. "
Manifold Pipe Diam. z "
D. Final Cover/Topsoil to be: ,X borrowed from site
(show location on site plan)
- trucked in
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undersigned hereby applies to the City of Orono for issuance of a
tic system installation permit, agrees to do all work in strict
ordance with the ordinances of the City and the regulations of the State
Minnesota, and certifies that all statements made on this application
complete, true and correct.
nature of Applicant: // vim/ Date: 1/- & - kY
a Certification No. : /3 7Z
F-15
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
1. Minimum suggested is 600 gallons per hour (10 gpm) -
to stay ahead of water use rate
2. Maximum suggested for deliv• •, to a drop box of a home
system is 2700 gallons per hot ~ (45 gpm) to prevent
buildup of pressure in drop br
3. Use value from design of pre distribution system
SELECTED PUMP CAPACITY 4 gpm
B. Determine head requirements:
1. Elevation difference between pump and point of discharge feet
yr 2. If pumping to a pressure distribution system, add 5 feet
for pressure required at manifold feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter.
Read friction loss in feet per 100 feet from page F-18.
F. L. = Z , i, `� ft/100 ft
b. Determine total pipe length from pump to discharge
point; Add 25 percent to pipe length for fitting
loss, or use a fitting loss chart. Equivalent pipe
length = 1.25 times pipe length = 1.25 x 3-0 _ 4),5- feet
/"."\ •
c. Calculate total friction loss by multiplying
friction loss in ft/100 ft by equivalent pipe
length.
Total friction loss = x ( c _ / , 7 feet
4. Total head: required is the sum of elevation difference,
special head requirements, and total friction loss.
+ +
TOTAL HEAD / c7 feet
C. Pump selection
1. A pump must be selected to deliver at least YO gpm
with at least feet of total head.
D. To maximize pump life select sump size for 4 to 5 pump
operations per day.
E. Calculate drainback
1. Determine total pipe length, feet.
2. Determine liquid volume of pipe, gallons per
100 feet. (See page E-18)
3. Multiply length by volume: Drainback quantity =
feet x gallons/100 ft = gallons
4. Suggested drainback quantity is 10 percent of pumped quantity.
A larger drainback percentage will decrease pump station
efficiency slightly but pumping energy costs are usually a
relatively small part of the total household energy costs.