HomeMy WebLinkAbout2017-00568 - septic • CITY OF ORONO
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* 20 1 7 - 00568 *
2750 KELLEY PARKWAY DATE ISSUED: 06/01/2017
ORONO,MN 55356-
(952)249-4600 FAX: (952) 249-4616
ADDRESS : 540 OLD CRYSTAL BAY RD S
PIN : 04-117-23-42-0030
LEGAL DESC : CRYSTAL BAY RETREAT
: LOT 2 BLOCK 1
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTIVITY : SEPTIC(MOUND)
NOTE: MOUND SYSTEM
RE-USING 2 EXISTING PRECAST TANKS
ADD NEW LIFT STATION- 1,000 GALLON
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
TOTAL 400.00
HAYES&SONS EXC. INC. Payment(s)
263 82ND STREET S.E. CREDIT CARD 5293 400.00
MONTROSE,MN 55303-
(763)479-1762
Minnesota State License#:sept-L640
OWNER
GEORGE FUNK&JUDY ROGOSHESKE
540 OLD CRYSTAL BAY RD S
LONG LAKE,MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein,This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
rev. . at an timedue use.
I• RiAt)
Ap icant Permitee Sim: ure Date Iss d B ignature Date
I
City of Orono FO CITY USE ONLY
.4 �O PP.O.Box 66 /-JR.�
2750 Kelley Parkway RECEIVED Date Received
:3/31V(Crystal Bay,MN 55323 Permit#a9/7
e �, o, Phone:(952)249-4600
44 Ho.. Fax: (952)249-4616 3 MAY 0 2 Q 17 Approved By
/9C�
J U Amount$:
CITY OF ORONO
CITY OF ORONO —SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Site Address: v 0 ( a c_ S t-c, ( c1; PcS2
Owner: C-OroYst-e rz,ti k_ Mailing Address: o c
City: v kcn-., Zip: X5323
Home Phone: , Alternate Phone:
Contractor/App: ,' J 4 S �C.M$ Contact Person: p
Address: Z - fi S
State License #: C_Co `{0
City: ,41-K f Zip: ; Expiration Date: 18
Phone: Alternate Phone:
\I 'Residential ❑ Commercial ❑ Other
kik tfir,
Tanks: jib - v Z K���, � g
h
Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other:
Number of Tanks: 4(-4,1 F-T 5 T1 i /,,,�
Size of Tanks: 7a0O fy q z7
Type of Activity:
❑ Trenches Mound ❑ Pressure Bed El Chambers ❑ Holding Tanks
El Pre-Treatment ❑ Other
NOTE: Provide an As-Built of the system before the final inspection.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
Page 1
,
'PERMIT' TYPE AND Fees;
New or Replacement System $400.00 2-((id
Repair Existing System 100.00
(Tanks or Drainfield)
Total $ C.9U
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete,_true5a correct.
Signature of Applicant
1, Date: S '3 t' H '7
MPCA License No.:
Staff Review: 2A pt . 2, Denied
Reviewer: rte( Date: 5/;i0/l 7
Reason for Denial:
Comments (to be printed on inspection card):
4f .; *fk,a3 ...5 .e,.'
1. Applications for septic system permits may be mailed or submitted in person at the City
offices; however, permits will not be mailed out. The permit must be picked up in person at
the City offices and work must not begin unless the permit card is on the job site.
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION ***
2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency
(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design.
4. The following inspections will be required for all septic systems:
A. Tank installation prior to covering.
B. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up, but prior to sand placement (sand must be jar tested for silt content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspection to verify final cover depths and to verify that all pump station (where
required) components are functional and comply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during all inspections.
Page 2
•
ORONO Copy
19x5'n �o �Z SP TESTING INC.
Steven B.Schirmers —951 Katydid Lane NE—St.Michael,MN 55376
rs Cert.No 627 — State License#394 — Phone 763-497-3566 — Fax 763-497-5011
2-/ 9O i �bf�n��Q�fic www.S testinewatewaterCa�comcast net schirmerswastewater.com
l^
000 //"/ November 10, 2016
3(e 1, 12/q George Funk
�r� 540 Old Crystal Bay Rd. THIS SYSTEM IS DESIGNED FOR
3 ✓ // Lot 2, Block 1 .BEDROOMS. ANY INCREASE IN
g�
White Oak Funk Add, OF BEDROOMS INVALIDATES THIS DESIGN.
Orono, MN
This onsite sewage treatment system is designed for a Type 1 system, Type 1, 4
bedroom home in accordance with the Minnesota Pollution Control Agency chapter
7080 & local ordinances.
The soils on this site are a clay loam. The seasonally saturated soil, mottled soil
(redox features) were present at a depth of 16"to 34". A pressurized mound system
will be installed. The bottom of the treatment area must be located at least 3'above
mottled soil.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply& switches must be located outside the manhole & pumping
chamber in a weather proof enclosure. A warning device must be installed with a
light &sound device, this is in case of a pump failure.
The manifold & supply line must have back drainage to the pumping chamber. The
distribution pipes shall have their ends capped. Be sure the rock & sand fill material
are clean. The sod layer below the entire mounded area must be turned over,just
break up the sod.
The 2 existing 1000 gallon tanks may be used upon a tank integrity report passing. if
the tanks cannot be used installed 2 new 1000 gallon tanks & a 1000 gallon pumping
chamber.
All property lines must be located prior to installation.
If the tanks have less than 2' of cover, the lids, risers & maintenance hole covers
must be insulated to a value of R10.
•
CITY OF ORONO
SEPTIC P MIT P 2EVIEW
INSPECT9R
�r91
DATE 5/30 7 PERMIT NO. ZO(7--OBSu
E=1 APPROVED AS SUBMITTED
[� APPROVED WITH CORRECTIONS AS NOTED
NOT APPROVED-CORRECT&RESUBMIT
These comments at for your information. All work shall be done
in full compliance with all applicable septic and zoning code.
Requirements including items not specifically noted in this review.
KEEP THIS PLAN SET ON SITE AT ALL TIMES
Cleanoats for eachlaterai must be insulated & be accessible from 8
an irrigation box with a ball valve. finished grade In
All neighboring wells are located greater than 100'away from the proposed
treatment area.
Keep ail heavy equi me off P o of the proposed treatment area before and after
construction. The treataent area should be marked off before construction. This
design is not valid&the system will need to be relocated if failure to protect the
sites for new on-site sewage systems.
MANAGEMENT PLANA
The tanks need to be m ntained at a minimum of 1 time every 2 years, check with
you pumper to set up a s hedule.
System Inspected for areas by owner&or Inspector as determined
of Government. by the local unit
Any other requirements as determined by the local unit of Government.
With proper installation& maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than humae waste,toilet tissue, laundry,showers,water
should be disposed softners etc.
of 1 the system. Recommend iron filters be diverted out of the
system.Garbage disposal are not recommended. Excessive amounts of soaps,
antibacterial soaps,clew Ing agents,shower cleaners used every shower& chlorine
agents may kill the bact needed to treat septic effluent. Additives are not
recommended. Recom d laundering be limited to 3 to 4 loads per day.
1.17' b. ..'-r----------
Steven B. Schirmers
44_sy....f,2.!. ...._ _
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2011pur ie`ode Mound Design
www• cResource.com (vers 15.2)
Property Owner: George Funk Date: 11/812016
Site Address: 540 Old Crystal Bay Rd.,Orono '��
PID:
Comments: Lot 2, Block 1 White Oak Funk Add.
instructions. ,`��� �� enter= data II
=adjust if desired I J= computer calculated -DO NOT CHANGE!
1) • r',77, bedroom Type [_ System
2) I 600 'GPD design flow
3) C14771 Garbage disposal or pumped to septic Existing
4) 12000 'Gal Septic tank(code Minimum) }R. Gal
Septic tank(design size/LUG req'd)
Tank options °`. : „,.A. $ ;o;
3) .1' '= GPD/ft2 mound sand to ding rate contour loadingrate of r� `� � b e R
��� s; �
,f L sae's a min 50 ft long rockbed
6) aLI ft rockbed width B. .0 ft rockbed length
7) rzia ft lateral spacing M 'ft perforation spacing (maximum of 3 for both)
Q-1.§.7.‘-.1712 manifold connection
s) 3 'laterals 148.0 'feet long 17.0 perfs/lateral I 51
parts total
(1/2 a perf means the first pert starts at the middle feed manifold)
9) EF, in¢h perfs at fe4t residual head gives 10.74 'gpm flow rate per perforation
for this pert size a spacing,a pipe size on line 12,max pads/lateral= 25 ,line#8 must be less-->
OK
10) doses per day (4)ninimum)
1I) I 150 'gallons per dose (treatment volume)
12) 12.00 'inch diameter laterals mist be used to meet"4x pipe volume”requirement 2.00 5x
13) ,Q'- feet of {4 2.00 3x
incl supply line leads to I 24 'gallons of drainback volume<) I 174 'gallons TOTAL (Tip:"top feed"manifold to control the drainback)
I t� pump out fume(treatment+drainback)
is) is feet vertical lift from pu to mound laterals, leads to a:
16) 38 GPM @ 23 feet f head, Pump requirement (note: >50gpm may require an extra 3-6'of head)
17) 11000 'gal Dose tank(code mini3 am a a
� a:t gal Dose tank(design size/LUG req'd) at 1177-pC,gpi
leads to a
is) I 7.0 'inch swing on Demand float, or timed dosing of 4.6 min ON (confirm pump rate with drawdown
(this delivers Average flow, =70%of Peak design flow) 9 hrs OFF test and adjust as necessary)
19) n? inches from bottom of tank to"Pump OFF'float
20) 19 inches from bottom of tank to"Pump ON"float,or 12 inches to"Timer ON"float if time dosed
21) 22 Inches from bottom of tank to"HI Level"float,or 32 inches to"Hi Level"float if time dosed
22) 450 gallons reserve capacity (after High Level Alarm is activated)
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Installer Summary
2000 gallon Septic tank(minimum) Tank options: none
existing
1000 gallon Dose tank(minimum) at 125.00Igpi
L
38 GPM @ 23 Et. of head, Pump required
7.0 inch swing on Demand float which translates to roughly 4.5 inches of float tether length
1 If time dosing is required--> 4.6 minutes ON time @I 9
Ihours 19 inches from bottom of tank to"pump ON"float,or 12 inches to"timer ON"float OFF time
22 inches from bottom of(tank to"Hi Level Alarm"or 32 =inches to"Hi level alarm"if time dosed
140 ft. of 2.0 inch supply line with end feed manifold connection
(Tip:"top feed"manifold to control drainback)
14 inch,or 1.2 ft Sand Lift Mound
14.0 ft.wide by 50.0 ft long Rock bed
3 laterals 2.00 irlih diameter 148.0 Ift. long 13.0 +ft lateral spacing
1/4" inch perfs 3.0 ft. perforation
spacing
INo !Effluent filter&alarm
3 clean out 6t valve box as$emblies
27.0 ft.Total sand ABSORPTIO width (minimum)
0.0 ft. psiope and sldeslope (sand beyond rockbed,minimum)
17A ft, lope (sand beyond rockbed,minimum)
Specific slope ratios give BERM widths (topsoil
4:1 upslope ratio 10 ft.Upsiope berm beyond rockbed)of:
4:1 sideslope 5 ft.sidestope berms
4:1 downslope 21 ft. downslope berm
4"inspection pipe
18"cover on top
4„-21-1 - berm 10
a Downslope berm m
moilsomm.a.
am MI.al
1 "cover on sides
..� 1.Z .an sand lift to"loamy cap&6"topsoil)
_ 1.8 De•th to Limiting
Limiting Condition}_ "-- ---------
..___
C i Absorption Width 127.0 '"- ___" ....
Note:
For 0 to 1%slopes,Absoxrp ori Width is measured from the 8w/equally in both directions.
For slopes>1%, AbsorptIo, Wgdth is measured downhill from the upslope edge of the Bed
Rock Bed: 23.0 yd3 or*4= 32 ton 9 inches under pipe
Mound Sand: 135 yd3 or 1.4= 189 ton calculation based on 3:1/4:1 sl
Loamy Cap: 63 yd3 or.1.4= 88 ton 6"deepope from top of rockbe+
Topsoil: 73 yd3 or*1.4= 102 ton
6"deep
System Elevations
1 ice.
benchmark 9. *.etwo k,
u - - -- $HW,
4. Mound i
°, (Grade elevations are existing. If a '4109•t$ loamy cap
•4-,,d different final grade is desired it should
q� " be shown and described here.) 9 v�:5 !afetal
41,•'? bottom rack
a
t cl 1.4.0• grade (at use rodcbed)
I
•
/.e, SHWT (at gape rock bed)
w
I I i d
to ai tal)16.3\OI r /v'0 t4r4
i000 ,..) S3
I _i________ ___--#
Sewer pips
-- - ------
- exiting house Septic Tank Septic Tank (irappiicable) Pump Tank
,9')o.( Grade ()b°M,9 Grade ,°t(oq Grade 964,SGrade
q tog,‘ Pipe 961.7.-inlet et 64.S3 inlet coo),3 inlet _
g c,3•tt Tank bottom °Iva., Tank bottom 01 c' .5 Tank bottom
INSPECTOR CHECKLIST - mound
4U OWLrystat bay Rd., Urcno
❑ WELL setbacks: 120'to pressure tested sewer line (5 psi for 15 min)
50'to everything 100'to dispersal area with shallow well
PROPERTY LINES setback: 10'to everything
Road setback: I platted: 10'prop line. Metes a bounds:out of road easement,or outer ditch.
LAKE/BLUFF setback: 20'for bluff. Lakes:GD RD NE Protected wetland
Building setbacks: 10'for everything, 20'for d
WATER LINE underdispersal area.
pressure se 10'to bed,tank&sewer tine. (else sewer line> 12"below)
❑ Sewer line&baffle connection (no 90's, 3'between 45's,
slope min 1"in 8', max 2"in 8)
P
(no depth req's,s cteaout every 100', Sch 40 pipe)
❑ Septic tank and risers (water tight, insulated, proper depth,existing verified
by pumping)
mfg 2000
gallons none
Riser over outlet, riser over inlet or center,and 6"+inspection pipe over any remaining baffles.
No effluent filter&alarm I
Dose tank risers and piping (w ter tight,insulated, proper depth,drainback)
mfg 1000 gallons
0
dose pump------. 38 gpm 23 head VERIFY PUMP CURVE 4.6 min ON 9 hr OFF
❑ float setting drop 7.0 in hes
at 125.0 Igpi "DESIGNED" 4.5 inches approx float tether length
174.0 g dose divided by gpi "INSTALLED"= inches float drop(field corrected
LABEL pump requir is and drawdown on riser or panel
Cam lock reachable from grade 30"max. J-hook weep hole. Supply line access (no hard 90's)
• 2.0 inch supply pipe:Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+.
splice box/control panel/electrics(connections
flow measurement:CT, ETM,tin*dosed,home water meter
mound absorption area rough up
mound rock dimensions 1b,0 X 50.0
..r Sand lift depth 14 i es. (Jar test:2"sand Leaves< 1/8"silt after 30 min)
❑ Absorption Sand beyond rock 0.0 upslope 17.0 downslope
0 Bermed topsoil beyond rockbed 10 ups!
We 15 sideslope 21 downslope
cover depth of 12-18"+ VERIFY
— 3 laterals (1-2'from edge cf rock)
2.00 inch pipe size (Sch}10 pipe&fittings)
3.0 ft lateral spacing
1/4" inch perforations
3.0 ft perforation spacing
Air inlet at end of laterals, and at top feed manifold if necessary, VERIFY
_. clean outs (no hard 90's)
4"inspection pipe to bottom of ro4,anchored VERIFY
Abandon existing system-if necessary I 1Re-use existing tank certification
monitoring plan and type
well abandonment form -if neces4ry
UNIVERSITY
OF MINNESOTA OSTP Soil Observation Log Project ID: v 12.07.24
Client/Address: Lot 2,B1k.1,White Oak Funk Add.,Orono Legal Description!GPS:
Soil parent material(s): (Check all that apply) 0 Outwash 0 tacustrine 0 Loess ❑ III 0 Alluvium 0 Bedrock 0 manic Matter
Landscape Position: (check one) 0 summit 0 shoulder 0 Back/Slde slope 0 root slope 0 Toe slope Slope shape .
Vegetation lawn Solt survey map units LrC I Slope% Elevation: 966.4
Weather Conditions/Time of Day: clear 10:00am Date 05/18/15
Observation#/Location: #1A _ — Observation Type: Auger
Depth(in) Texture Rock Matrix Color(s) Mottle Colors) Redox Kind(s) Indicator(s)
1 Structure-
Frag.% Shape 1 Grade Consistence
I
0. 12 loam 10YR 3/2 Granular Weak Friable
12-16 loam 10YR 4/2 Granular Weak Friable
16-22 clay loam 10YR 5/3 Prismatic Moderate Firm
I
22-36 clay loam 10YR 5/3 10YR 6/8, 10YR 7/1 Concentrations, S1 Prismatic Moderate Arm
depletions
Comments
I hereby certify that I have
■1cAom�►pllettedd this work in accordance with all a plicable ordinances,rules and laws.Si n
S.--2(15-
(Designer) (Signature)
License It) (Date)
IS.IrNa.T.W,1p•i..t
Additional Soil Observation Logs ..s,-... `
a?
� WAtiP_ .r.• .`
Project ID: PacortAM ReAermer+T
Client/Address: Lot 2, Blk.1,White Oak Funk Add.,Orono Legal Description/GPS:
•
Soil parent material(s): (Check all that apply) 0 outwash 0 tacushine 0 loess 0 TM 0 Alluvium ❑ Bedrock 0 Matter
Landscape Position: (check one) 0 SummIt 0 shoulder 0 Back/Side Slope 0 Foot Slope 0 Toe Slope Slope shape
Vegetation lawn Soil survey map units
Slope% Elevation: %5.5
Weather Conditions/Time of Day: clear 10:00am Date 05/18/15
Observation#/Location: #2A Observation Type: ----—
Depth(in) Texture Rock 1 Structure-----------I
Color(s)----Mottle Color(s) Redox Kind(s) Indicator(s)
F 'A- _ Shape I Grade Consistence
0-8 loam 10YR 3/2 _ Granular Weak Friable
8-18 clay loam 10YR 4/3 Prismatic Moderate Firm
18•22 clay loam 10YR 5/3 10YR 6/8 faint Prismatic Moderate Firm
22.28 day loam 10YR 5/3 10YR 6/8, 10YR 7/1 Concentrations, 51 Prismatic Moderate Firm
depletions
28-32 clay loam 10YR 6/3 10YR 6/8, 10YR 7/1 Concentrations,
depletions S1 Prismatic Moderate Firm
32-38 loam 10YR 6/3 10YR 6/8, 10YR 7/1 Concentrations, 51 Prismatic Weak Friable
depletions
Comments
Observation#/Location: #3A elev.961.9 Observation Type: Auger
Depth(in) Texture Rock Matrix Colors) Mottle Cotor(s) Redox Kind(s) Indicator(s)
I-----Structure- I
Frag. Shape Grade Consistence
0-8 loam ( 10YR 3/2 Granular Weak Friable
8. 12 clay loam 10YR 4/3 Prismatic Moderate Firm
12- 16 loam 10YR 6/3 I Prismatic Weak Friable
16-30 loam i 10YR 6/3 10YR 6/8, 10YR 7/1 Concentrations, I S1 Prismatic Weak Friable
depletions
Comments
UNI
OF MYERSITY OSTP Soil Observation Loi
INNESOTA Project ID: v 12.07.24 -
Client/Address: Lot 2,Blk.1,White Oak Funk Add.,Orono Legal Description/GPS:
Soil parent material(s): (Check all that apply) 0 Otewash 0 Laee 0 Loess 0 1111 0 Auwlum 0 Bedrock 0 Organic
Mater
Landscape Position: (check one) 0 summa 0 Shoulder 0 sadc/Side Slope 0 Foot Slope 0 Toe Slope Slope shape
Vegetation lawn Soil survey map units Slope% Elevation: J
961.2
Weather Conditions/Time of Day: 10:00am clear Date 05/_111115__ ------
---
Observation#/location- #4A — -- --- Observation Type: Auger
-- — I--------Structure
Depth (in) Texture Frag. Matrix Color(s) Mottle Cotor(s) Redox Kind(s) Indkator(s)
Shape Grade Consistence
0- 10 loam 10YR 3/2 Granular Weak Friable
10- 14 loam 10YR 4/2 Granular Weak Friable
14-22 clay loam 10YR 5/3 Prismatic Moderate Firm
22.34 clay loam 10YR 5/3 10YR 6/8, 10YR 7/1 Concentrations, S1 Prismatic Weak Friable
depletions
34-40 loam 10YR 6/3 10YR 6/8, 10YR 7/1 Concentrations, S1 Prismatic Weak Friable
depletions
Comments
I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws.
(Designer) (Signature).
(License#) (Date)
Additional Soil Observation Logs QNR17F
Project ID: QR«R M"
Client!Address: Lot 2, 81k.1,White Oak Funk Add.,Orono Legal Description/GPS:
Soil parent material(s): (Check all that apply) 0 outwash 0 Lacusuine 0 mss 0 TUI 0 Alluvium
❑ Bedrodc 0 Organic Matter •
Landscape Position: (check one) 0 summit CD Shoulder 0 Back/Side Slope 0 Foot Slope 0 Toe Slope Slope shape
Vegetation lawn Soil survey map units Slope% Elevation: 967.7
Weather Conditions/Time of Day: 10:00am clear Date 05/18/15
Observation#/Location: #5A Observation Type• er
-
Ro_cit
[3pr th fin) Text Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s)
I Structure---»------1
------------ fi.,� Flag.X
Shape Grade Consistence
0- 10 loam 10YR 3/2 Granular Weak Friable
10-14 day loam 10YR 4/3 Prismatic Moderate Firm
14-24 clay loam 10YR 5/6 Prismatfc Moderate Firm
24-36 clay loam 10YR 5/6 10YR 6/8, 10YR 7/1 Concentrations, S1 Prismatic Moderate Firm
_ depletions
Comments
Observation#/Location: #6A elev.%2.9 Observation Type: Auger
Depth(in) Texture ROS Matrix Colors) Mottle Color(s) Redox Kind(s) Indicator(s)
1 Structure-----------1
Fes- % Shape Grade Consistence
0-14 loam 10YR 3/2 Granular Weak Friable
14-20 loam 10YR 4/3 Prismatic Weak Friable
20.30 clay loam 10YR 5/3 Prismatic Moderate Firm
30-38 clay loam 10YR 5/3 10YR 6/8, 10YR 7/1
Concentrations,
onte ttrrati ns, Si Prismatic Moderate Firm
38-42 sandy loam 10YR 5/3 10YR 6/8, 10YR 7/1 Concentrations,• SI Granular Weak Friable
depletions
Comments
Percolation Data Sheet
.Cr- ontact: formatiorai - __ _ _ -_
Property Owner:G Funk
Site Address:rLot ,Block 1 White Oak Funk Md.,Orono j
12. General lercdiationInforma.ion-
Diameter) 6 in
prepared and/or soaked:) 5/18/15 !
Method of scratching sidewall:Knife J
Is pre-soak requiried"?1 es 1*Not required in sandy soils
Soak*start time:I 10: 0 AM 1 Soak*net 8:30 AM ( I###########Jhrs
of soak
t I
Method to maintain 12 i of water during soakjautomatic siphon
13. Percolation Test Data.
Test hole: A Location: 1i
Date reading taken: 5/19/15 1 Elevation: +966.4
Starting timer 9:40 1 Depth" :1 12 inches
Soil texture description:
Depth(in) Soil Texture " 12 inches for mounds&at-grades,
0- 12 loam g
depth of absorption area for trenches&
beds
k
Start Reading End Reading Perc rate %Difference
Reading Start Time End Tine
(in) (in) (mpi) Last 3 Rates Pass
1 9:00 9:30 6.00 1.50 6.7 NA NA
2 9:37 10: 6.00 1.62 6.8 NA NA
3 _ 10:08 10:3 6.00 1.75 7.1 5.6 Yes
Chosen ercolation Rate for Test Hole#11 6.8 Imps
Additional percolation test data mayincluded on attached pages
Design Percolation Rate(maximum of a l tests)= 1 12.50 Impi
. Additional Percolation Data
'Percolation Test Data
Test hole: #2A Location: I
Date reading taken:I 5/ 9/2015 Elevation: 1965.5
Starting time:) :01 (Depth": 12 finches i
Soil texture description:
Depth(in) Soil Texture " 12 in.for mounds&at-grades, depth
of absorption area for trenches and beds
0-8 loam
8-12 clay m
Reading Start Time End IITime Start Reading End Reading Perc rate %Difference
(in) (in) (mpi) Last 3 Rates Pass
1 9:01 9: 1 6.00 3.50 12.0 NA NA
2 9:36 10 06 6.00 3.60 12.5 NA NA
3 10:09 10 39 6.00 3.60 12.5 4.0 Yes
1
Chosen Percolation tate for Test Hole#21 12.5 Impi
'Percolation Test Data .
Test hole: #3 Location:
Date reading taken:' 5/19/ 015 'Elevation: 1961.9
Starting time:I 9:0 'Depth": 1 12 inches
Soil texture description: "12 in.for mounds&at grades, depth
Depth (in) oil Texture of absorption area for trenches and beds
0-8 loam
8- 12 clay loam
w I
Reading Start Time End Tide Start Reading End Reading Perc rate %Difference
(in) (in) (mpi) Last 3 Rates Pass
1 9:02 9:32 6.00 1.25 6.3 NA NA
2 9:35 10:05 6.00 1.37 6.5 NA NA
3 10:10 10:401 6.00 1.50 6.7 5.3 Yes
T
t
Chosen Percolation Ratl for Test Hole#3' 6.5 Impi
1
,
•
Additional Percola �on Data
t
frercolation Test Data
Test hole: #4A Location: I I
Date reading taken:J 5/1 /2015 Elevation: 1961.2
Starting timer :03 Depth**: 1 12 'inches I
Soil texture description:
Dep
th in � 12 in.for mounds&cit-grades, depth
( ) 1 Soil Texture of absorption area for trenches and beds
0- 12 loam
1
Reading Start Time End Time Start Reading End Reading Perc rate %Difference
(in) (in) (mpi) Last 3 Rates Pass
1 9:03 9:83 6.00 2.50 8.6 NA NA
2 9:34
10:04 6.00 2.62 8.9 NA _ NA
3 10:11 10:11 6.00 2.75 9.2 7.1
Yes
Chosen Percolation
to for Test Hole#4I 8.9 Impi
`Percolation Test Data
Test hole: #5 i
Location:
Date reading taken:' , 'Elevation: '
Starting time:' Depth•*: 1 'inches
Soil texture description: **12 in.for mounds a at-grades, depth
Depth(in) oil Texture. of absorption area for trenches and beds
I
Reading Start Time End Time Start Reading End Reading Perc rate %Difference
1 ; (in) (in) (mpi) _ Last 3 Rates Pass
NA NA
2 NA NA -
3
i
Chosen Percolation Rate for Test Hole#5' Impi
I
City of Orono Septic Asbuilt Form
Site Copy
.,,„ikEsHoo.
Address: 540 Old Crystal Bay Road Building Use: Residence
Installer: Hayes&Sons Excavating License# L640 Date: 5/30/2017
Septic Tanks: Existing 2- 1000's Pump Tank: 1-MOD j.3i:r.: Bedrooms# 4
System Type: EX I n II n iii n Mound ❑ Trenches 0 Pressure Bed ❑Other
Draw detailed diagram with measurements indicating distances to tank Risers. Use two(2) points from a
permanent structure. Show locations of drop Boxes and length of trenches
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ELMER J.PETERSON CO.
Pumpi g Septic Tanks
Install New & Repair Drainfield
5921 ague Ave. S.E.
DELANO, INNESOTA 55328
(76 ) 972-2420
CUSTOMER'S ORDER NO. PHONE DATE
NAME
ADDRESS I taY
oIP) c)...„tit
sT4 18t4/0 RI)
'
SOLD BY CASH C.O.D. CHARGE ON ACT. MDSE.RET'D. PAID OUT
QTY. DESCRIPTION PRICE AMOUNT
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TAX
RECEIVED BY
TOTAL
All claims and returns goods Thank You!
MUS be accompanied y this bill.
.." DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTI E SCHEDULED ��� �y�
PERMIT NO. WI —005-6 15 COMPLETED 1/5--i): 7 �l/ C lADDRESS 510 (P�� ems' .4 / S
OWNER // TELEPHONE NO.
CONTRACTOR I44 c i4 ,@01 P
EDESCRIPTION (( `(e85'^ 75-519 Ai, ?`loom‘ed
W ❑ FOOTING 0 DEMQ-FINAL 0 SEPTIC FINAL
IL• ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
C 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL
Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ EWER HOOK-UP 0 FOUNDATION/REMOVAL
❑ DEMO-SITE SEPTIC INSTALL
i• OWNERICONTRACTOR TOM _YES_NO
• COMMENTS:
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W K SATISFACTORY.PROCEEDCC
❑PROJECT COMPLETE
0 CO ECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnedContra on site:
Inspector: '1'`'C C j �e1
White Copy/inspector'$FIN Canary Copyrate Notice
I
DATE TIME
-.114111111101111111er
CITY OF OROIO ALLED IN �l,
INSPECTION CE SCHEDULED —?j'7 g.'/-
PERMIT NO. '�'/ /�co mer
ADDRESS ,7 7D // s✓ % /1--,C
OWNER TEL.& ONE NO.
CONTRACTOR '
1
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W 0 FOOTING 0 DEMO FINAL 0 SEPTIC FINAL
Q ❑ POURED WALL 0 PLUMB NG RI 0 EXCAV/GRADING/FILLING
14 0 FOUNDATION WATERPROOF 0 PLUMB NG FINAL 0 TREE REMOVAL
Z ❑ RADON SLAB 0 MECHA ICAL RI 0 SITE INSPECTION
• 0 FRAMING 0 MECHA ICAL FINAL 0 RATED WALLS
1, ❑ INSULATION 0 WOODeURNER/FIREPLACE 0 COMPLAINT
Q ❑ FINAL 0 WATER 00K-UP 0 FOLLOW-UP .
❑ AS BUILT-SURVEY 0 SEWER OOK-UP 0 FOUNDATION/REMOVAL
v• ❑ DEMO-SITE 0 SEPTIC NSTALL
Z OWNERICONTRACTOR�TO MEET YOU:_YES NO
Foi COMMENTS: 1 '
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0 CORRECT WORK&P ED ❑I UE CERTIFICATE OF OCCUPANCY
O 0 CORRECT WORK,CA FOR REINSPECTION , TEMPORARY
V BEFORE COVERING I PERMANENT
❑CORRECT UNSAFE CO =ON WITHIN HOURS. 0 PHOTO TAKEN
INSPECTOR WILL ETURN 1
0I
STOP ORDER POSTED. LL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REOUIRE .CALL TO ARRANGE ACCESS.
Call for the next inspection 24 Iiours in advance. (952) 249-4600
OwnenContra ��[
oh site: '.
�Inspector: /4
ll11
White Copygnspeotor's FIN Canary Copy?Site Notice
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