HomeMy WebLinkAbout1991-003991 - replace tank/drainfield PERMIT
CITY OF OR6NO PERMIT TYPE: cFs ;�{ ��i 'E 1 K-
1335 Brown Rd. South • P.O. Box 66 Permit Number: -"_�•_ _�1
Crystal Bay, Minnesota 55323 Date Issued: 10.1- '"-- `
(612) 473-7357
SITE ADDRESS: _ _ R. t+f
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APPLICATION FOP. ARPTIC SYSTEM PERMIT /
CITY OF ORONO
Bog 66 (1335 So Brown Rd)
Crystal Bay, MN 55323
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 reports 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
(sand will be jar tested for silt content) , 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
installation. 24-hour notice is required for all inspections.
JOB SITE ADDRESS:
Occupancy Type: Residential Commercial 6ther
Owner' s Name: � %� ,�,, Phone:
Mailing Address: City: Zip:
Septic Contractor' s Name: r Bus. Phone:
Mailing Address: r , ' City:7
over -
SEPTIC SYSTEM PERMIT APPLICATON - PAGE 2 �Y'• ti
Permit Type a Fees (check one)
N Construction, Full System $75.00. . . . . . . . . . . . . . . . . .
eplace Existing System (1 or more new tanks & drainfield) $50.00. . .
_Partial 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
NOTE: pp licant must initial all spaces. Fill in all appropriate blanks,
ah k all appropriate boxes.
i
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 foil ing:
A. Tanks: Precast Concrete Other Manufacturer
Tank Capacities: 1) OVil gal. 2) IeWgal. 3 ) gal.
B. Pump Station (if r ui d)
Pump make & mode ,v � �� (attach pumv curve &
literature) ; system design requires m at eet
of head. High water alarm make & mo el
Outside electrical work to be completed y 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 /6? x,.�'
Drop Boxes Sand bed dimensions 0'x_NT'
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: bo wed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a
septic system installation permit, agrees to do all work in strict
accordance with the ordinances of the City and the regulations of the State
of Minnesota, and certifies t t all statements made on this application
are complete, true and corre
Signature of Applicant• Date:
MPCA Certification No. : 4
ADDENDUM TO SITE EVALUATION REPORT
FOR THE DUMAS PROPERTY
405 OLD CRYSTAL BAY ROAD N.
2-21 -92
On July 24 , 1991 some additional soil borings were taken on
the above site with soil borings on the highest point indicating
mottled soil in the 4 to 4 . 5 foot range, and soil borings off of
the higher area indicating mottled soil in the 3 . 5 foot range.
Thus , the system design called for a pressure mound system.
Sincerely,
PERCOR, INC.
Mark S . Gronberg
FEB 2 60 �- _;
CITY OF ORONO Permit #
SEPTIC SYSTEM APPROVAL Fee $
Entered By
The General Contractor will be given a copy of this report and is
responsible for its distribution to all sub-contractors. SEPTIC SYSTEM
DESIGN IS NOT CONSIDERED AS APPROVED UNLESS THIS SHEET IS ATTACHED.
LOCATION: b t
GENERAL CONTRACTOR: PHONE:
SEPTIC CONTRACTOR: PHONE:
OWNER: PHONE:
�ONDITID
ONDITIONALLY APPROVED: (Note Changes Below)
COMMENTS:
a,
30)( m , -,SQ- fd
Rnkz C•
NOTICE TO INSTALLERS: Any changes to the annrn--1 ^T - 3 specs must have prior
approval of the Inspector (473-7357). Ca. urs in advance.
NOTICE TO GENERAL CONTRACTORS: Primary AV,
I + f}`� d sites - UST be protected
prior to and after system installation to 1 natural soil.
y�C�/� -avation and fencing must
AI-1 DP.'�1INFIa4T+.D ."►RF3S MUST BE FENCED OFF pi. J
remain in place until final site grading. �Q l pre_ �'* d-d� •ngs will not be granted
until the Inspections Department has v nd alternate sites are
adequately protected. of is-
NO VEHICIILAR TRAFFIC OF ANY RIND (cars, v-rucxs, earth moving equipment, etc.) is allowed
within 20' of tested drainfield sites either before or after system construction. This
applies to the lot you are working on and all adjacent lots. You could be held liable for
damaging sites on neighboring lots.
VEHICIILAR TRAFFIC CAN CAUSE SOIL COMPACTION, RENDERING DRAINFIELD SITES UNUSABLE.
Evidence of traffic on drainfield sites may be cause for revocation of building permits.
Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued.
Date Approved By City of Orono
s
SYSTEM DESIGN
FOR ROGER DUMAS
IN LOT 2 , BLOCK 1 , DUMAS ORCHARDS
HENNEPIN COUNTY, MINNESOTA
9-10-91
Information follows for the design for a pressure mound
system on the above described property. All construction and
materials must adhere to the provisions of the City of Orono.
In addition, it appears that two new septic tanks of 1000 gall-
ons and a 750 gallon pumping tank would be needed along with
the system.
If any other information is needed, please contact me .
Sincerely,
PERCOR,. `INC..' ,. .... .
Mark S . Gronberg,<�
PCA certified
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E-19
MOUND DESI N PROCEDURE
(For Flows u to 1200 gpd)
A. Sewage Flow Rate F. Pressure Distrib "
See D-7 or I-3, 4 or 5 ution System
or use
metered value; Flow Rate = 1. Sele'ct'number of perforated
�lS O gpd - - erals 6
B. Septic Tank Liquid Volume 2• Select perforation spacing
- 3 f
t
(see C-3 or C-5) /000 gallons -
3. Select perforated lateral
'C. Soil Characteristics 'length; Note if manifold is
at end of'"tnck layer, lateral,
1. Depth to restricting layer
such as seasonally saturated length is rock layer l.engtt,r
soil, bedrock, coarse soil, less half a perforation
etc. ; spacing. If manifold is in
12. inches center "of.'rock layer, lateral
2. Depth 'of percolation tests; length ;is,one-half rock layer
_ /8 inches length less half a perforation
3. Number of percolation test spacing. Perforated lateral
length = / 2
holes; - Z holes -_,7 5 f t.
4. Divide lateral lcng'th by perfor-
4. Ave. percolation rate; ation spacing to. get number .of
/91-7 1Api perforations per lateral
5. Landslope _ S / /7.25 feet . 3 feet = 6 perfs
Note: last perforation must be
D. Rock Layer Dimensions' in end cap, (see page E-14)
1. Multiply gpd by 0.83 to 5. Multiply perforations per
obtain required area of lateral.. by.—number—of laterals
rock layer;. to get total number of
ySO gpd x 0.83 = ?75 sq ft perforations;
2. Select width of rock layer .Per.f.g/lat x 6 . lats = 36
(10 feet or less) .- /D feet 6. Determine required -flow rate
3. Length of rock layer = Area by multiplying number of
perforations by flow per A ��®
= Width 37S sq ft 10—f t perf oration
�7.S ft (see page E-17):
_perfs x ,_?Ygpm/perf =26,6gpm
E. Rock Volume 7. Select minimum required lateral
1. Multiply rock area b rock depth diameter-ter -em table on Page E-17;
y P enter table with perforation ,
to get .cubic feet• of rock; spacing, perforation diameter,
�7 S sq f t x / ft = 3 7,5 cu ft and, number of perforations per
2. Divide cu ft by 27 cu f t/cu yd lateral. Select minimum
to get cubic yards; 13. 9 . diameter for perforated lateral.
_
3. Multiply cubic yards by 1.4 to in'Aes
get weight of rock in tons; G. Basal Width -
/7.9 cu yds x 1.4 � /9.Y tons
1. PeredLation rate in top 12
inches of 's'oil is AKS mp i
2. Select allowable soil loading,
rate from table on page F.-16;
G/IF O. CO gpd/f t2
..,...,E.-20 .
MOUND DESIGN PRO EDURE (Continued)
(For Flows up to 1 00 gpd)
G.3. Calculate basal width ratio .2.f. Mul,tiply. dike multiplier by
by dividing rock layer downslope-mound-height to get
loading rate of 1.20 gpd/ft2 downslbp.e 'aik'e"width; '
by allowable soil loading .�, 53 x 3.S = /Z. `/ ft
rate;
1.20 gpd/f t2 = gpd/f t2 = 2. 0 g. Compare the values of step 11. 1
and step 11.2.f. Select the
Check this value on page E-16, greater of the two values as
4. Multiply basal width ratio by the downslope dike width;
rock layer width to get _ .2 ..V _feet, ,
required basal width; h. Calculate upslope+dike width
Z, 0 x /O ft - 2p ft using upslop-e..mou•nd height
H. Downslope Dike Width
andupslopedike multiplier
fro
Xagg E_18; 7. f t
1. If landslope is 3% or more, i. Total mound width is the sum
subtract rock layer width of upslope dike width plus rock
from basal width to obtain layer width plus downslope dike
minimum downslope dike toe width
width;
Zo ft - /O ft /Q ft 7� g ft + 1p ft +/2r.yft =30.2 ft
2. Calculate mound height at edge 3. If landslope' is •2.'9 percent or
of rock layer on. downslope side; less, basal midth. includes both
a. Determine depth of clean sand the ups•lop'e and downslope dike
fill at upslope edge of rock widths
layer: /- O feet
b. ?Iultiply rock layer width by a. Calculate downslope dike width
landslope to determine drop using, steps 11.2.x. throus;h
in elevation;" H.2.f; feet
/.D x S % = 100 = O.Sft b. Calculate upslope dike width
c. Add drop in elevation. to depth using upslope mound height and
of clean sand at upslope edge dike mtiIti�-.ier'.TXom Page E-18;
of rock layer to get depth of x ft = ft
clean sand at downslope edge , c. Add downslope dike width to
of rock .layer. upslope dike width to rock
0, 5 ft + /, 0 ft = /.5 ft layer width to get total mound
d. Add depth of clean sand at down- width;.
slope edge to depth of rock —ft + —ft + —ft ft
layer to depth of soil backfill
to get mound-height at downslope d. Compare, tro� al-moi'und width to
edge of rock layer; required basal width from step
step
A.1 f t +.75 f t +/.2.5 f t 5 f t G.4., If total mound width is
greater than required basal
e. Enter table on page E-18 with width, use calculated dike
landslope and downslope dike widths. If required basal
ratio. Select dike multiplier width is greater than total
of mound width, increase downslope
3:/ 1'CaPE dike width,,. , w-
F-15
PUMP SELECTI N PROCEDURE
A. Determine pump capacity:
1. Minimum suggested is 600 gal ons per hour (10 gpm)
to stay ahead of water use r to
2. Maximum suggested for delive y to a drop box of a home
system is. 2700 gallons per h ur (45 gpm) to prevent
buildup of pressure in drop ox
3. Use value from design of pre. sure distribu•t'ion system
SELECTED PUMP CAPACITY. . . . . . . . . . . . . .. . _..__2gpm
B. Determine head requirements:
1 . Elevation difference between ump and point of discharge 7 t feet"
2. If pumping to a pressure dist ibution system, add 5 feet
for pressure required at mani old 5 feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter.
Read friction loss in fee per 100 feet' from page F-18.
F. L. _ 9 ft/100 ft
b. Determine total pipe leng h from pump to disclrar•ge
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 /Zp = 150 Moet
C. Calculate total friction 1 ss by multiplying
friction loss in ft/100 ft by equivalent pipe
length. Ii „
Total . friction loss /pp x /SO = �,3. y _ feet
4. Total head required is the 'sum of elevation difference,
special head requirements, and total friction loss.
7 + + s + 3. y
TOTAL HEAD . . . . . . . . . . . . . . . . . . . .
25 `/ f c:G t
C. Pump selection
1. A pump must be selected to deli or at least 2 6. 6 gpm
with at least 25. 11 feet o total head.
D. To maximize pump life select sump s ze for 4 to 5 pump
operations per day.
I:. Calculate drainback
1 . Determine total pipe length, /2 D feet.
2. Determine liquid volume of. pipe, -7.77 -`gallons per
100 feet. (See page E-18)
3. Multiply length by volume: Drainback quantity =
/LD feet x 7.7 7 gallo s/100 ft = 1j, 3 gallons
4. Suggested drainback quantity is 0 percent. of pumped quantity.
A larger drainback percentage wi 1 decrease pump station
efficiency. slightly but pumping nerfiy costs are usually a
relatively small part of the tot 1 household energy costs.
V
DATE TIME
CITY OF ORONO CALLED IN m/,-/moo
INSPECTION Nt_ 222
ICE SCHEDULED d �sby
PERMIT NO. COMPLETED
ADDRESS S
OWNER Al CONTR.
TELEPHONE N '417 3 - 3 6/
DESCRIPTION
01 FOOTING 11 MECHANI RI 18 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINWILLING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
.I 07 DEMO—FINAL 27 21 COMPLAINT
09 PLUMBING RISEPTIC INSTA 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEPTIC FINAL
OWNER(CONTRACTO TO MEET YOU: YES—NO
c� COMMENTS-
ac
0
W
Q
W
W
3
Lu ) IWORKSATISFACTOR :PROCEED ❑PROJECTCOMPLETE
W ❑CORRECT WORK&P OCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CA L FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE NDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIR D.CALLTOARRANGEACCESS.
Cali for the ext Inspection 24 hours in advance.473-7357
OwnerlContracto s
Inspector. ''
WMte Copyn9pector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORO 0 CALLED IN
INSPECTION OTICE SCHEDULED "A
PERMIT NO. 3 9/ COMPLETED ' e�
ADDRESS nc&
OWNER CONTR. '®
TELEPHONE N .
DESCRIPTION z5d
14 01 FOOTING 11 MECHANICAL RI 18 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
Q 07 DEMO—FINAL 2 IC MAINT. 21 COMPLAINT
Z 09 PLUMBING RI 22 FOLLOW-UP
4 10 PLUMBING FINAL 23 SEPTI L
OWNEWCONTRACTOR OMEETYOU: YES_NO
COMMENTS-
0
0
W
cc
Q
W
W
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Lm 1@�WORKSAI`ISFACTORY.PROCEED ❑PROJECT COMPLETE
cc
W ❑CORRECT WORK&PR EED ❑ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CO DMONWITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL ETURN ❑CITATION ISSUED
❑STOP ORDER POSTED. ALL INSPECTOR
❑INSPECTION REQUIRED CALL TO ARRANGE ACCESS.
Call for the n xt inspection 24 hours in advance.473-7357
Owner/Contractor
Inspector.
White copy/l 'Peetoee File Canary Copy/S@e Notice
DATE TIME
CITY OF ORONO CALLED IN O"dy'a0
INSPECTION Nlyg SCHEDULED
PERMIT NO. COM PLET. D
ADDRESS �--
OWNER CONTR.
TELEPHONE NO).
DESCRIPTION 7410
4 01 FOOTING 11 MECHANI AL RI 16 WELLTESTPUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
C03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
Q 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
09 PLUMBING RI 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEP,,TICCE/FINAL
OWNER/CONTRACTOR TO MEET YOU: /YES_NO
COMMENTS:
a
0
o�
0
W
cc
Q
2
W
W
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WORK SATISFACTI 3RY-PROCEED ❑ PROJECT COMPLETE
QC VX
W ❑CORRECT WORK It PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
C ❑CORRECT WORK, LL FOR REINSPECTION TEMPORARY
C> BEFORECOVERIN PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for a next inspection 24 hours in advance.473-7357
Owner/Contra r on ite:
Inspector.
White pyllnspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORON CALLED IN
INSPECTION SCHEDULED r� �+
PERMIT NO. COMPLETED yC�[��p
�--
ADDRESS46� C
OWNER CONTR. i
TELEPHONE NO.
DESCRIPTION
W 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
W 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
Q
Q03 INSULATION 24/25 WOOD BURNER/FIREPLACE 18 LAKESHORE/WETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
09 PLUMBING RI 15 SE IC I QST L 22 FOLLOW-UP
v 10 PLUMBING FINAL
BE
/4L/
OWNER(CONTRACTORT MEET YOU: YES—NO
con COMMENTS:
o;
0
a
cc
0
cc
W
Q
W
W
ac
4j ❑WORK SATISFACTORY P EED )I2ROJECTCOMPLETE
W ❑CORRECT WORK&PROC ED ❑ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK CALL F R REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE COND ONWITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL R RN
❑STOP ORDER POSTED.CAL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REOUIRED. LLTO ARRANGE ACCESS.
Call for the ne Inspection 24 hours in advance.473-7357
OwnedContrar41
Inspector.
White Copy/lnsI or'a File Canary Copy/Site Notice