HomeMy WebLinkAbout2007-P11181 - new septic CIT� OF ORONO PERMIT
Permit Number:
2750 Kelly Parkway- PO Box 66 P11181
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952)249-4600 Date Issued:
6/29/2007
SITE ADDRESS: 1140 Townline Rd Unit#
Maple Plain,MN 55359
PID: 30-118-23-32-9999
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Bursch Brothers Inc. OWNER: Christopher H Diesen
P.O.Box 55 1100 Town Line Rd.
Hanover,MN 55341 Maple Plain,MN 55359
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
APPLICANT PERNIITEE SIGNATURE IS UED BY SIGNATURE
Copies: 1-File(Signatures Required), I-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
CITY OF ORONO SEPTIC SYSTEM PERNIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
1-10 1 o-An l l P•d,
JOB SITE ADDRESS
r�
Occupancy Type: Residential Commercial Other
Permit Type: New or Replacement System $100.00 X
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: Chips 6115,en) Phone Number: Viz 8tol�-�QZ
Mailing Address: 1100 City: cew.,o Zip:
Contractor's Name: "Butsel--, -76. 'Sna Phone Number: Coll zzl—HR3
Mailing Address: P.O. _%&44 404%ww• Cita: v\^na^'v- Zip: S514l
*** DO NOT MAIEL PAYMENT WITH THIS APPLICATION*
GENERAL INSTRUCTIONS
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.
2. Permits will be issued only 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. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. 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 stations
(where required) components are functional and comply with codes.
5. Individual holding'INIPCA Installers License shall be present during all inspections. A24-hour
notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
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:
A. Tanks: 3 Precast Concrete Other Manufacturer
Tank Capacities: 1) l000 gal. 2) l000 gal 3) I000 gal
B. Pump Station(if required)
Pump make&model Gold's llz V%P (attach pump curve&
literature); system design requires 31 gpm at tG' feet of head.
High water alarm make &model . Outside
electrical work to be completed by installer electrician X other.
C. Treatment System:
Trenches: 51 Y Mound
Depth of rock below pipe Rock bed dimensions 10 ' x -41 '
Drop Boxes Sand bed dimensions 4 1—? x ni
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: �� borrowed 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 ordinances of the City and the regulations of the State
of Minnesota,and certifies that all statements made on this application are complete,true and correct.
Signature of ApplicantDate: to-Zq-O"7
MPCA License No. 24 2-A
--------------------------------------------------------------------------------------------------------------------------
VX
Staff Review: Approval Denial
Reviewer: `/ Cx��� Date:
Reason for Denial:
S ' SEPTIC SYSTEM APPROVAL
1� 04�
() Cbm
0 CITY of ORONO
Municipal Offices
Street Address: Mailing Address:
`�IfEgH04' 2750 Kelley Parkway P.O. Boz 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Chris Diesen Phone (Home) (Work)
Address 1100 Townline Rd (Lot 2) City Orono State MN Zip
Site Evaluator Steve Schirmers State License # 627 Phone# 763-497-3566
Type of Establishment: Single Family X Multi Family
Commercial Est. Gallons Per Day 450
No. Potential Bedrooms 3 Slope: 3%
Depth of Sand: Upslope: 1.5 feet Downslope: 1.8 Soil Sizing Factor 0.83
Perc Rates P-1 4.1 P-2 4.7 P-3 6.1 P-4 10 P-6 6.3 P-7
Restricting Layer Depth B-1 18" B-2 26" B-3 18" B-4 30" B-5 12" B-6 24"
Type of Treatment System:
Standard X Alternative Other Performance
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 1000 # of Tanks 2 Lift Tank Size 1000
Pump Brand GPM 31 Head 26
Treatment System:
Minimum Square Feet with 9 inches of rock below pipe
Bed (10*41) Mound Treatment Area (41*67) (41*77)
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A
permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector(952-249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and the
following conditions:
1) 1.5' soil on top of mound, l' soil on sides of mound.
2) Sand placement must follow design. 3) Insulate pipe under driveway.
4) Alarm must be placed inside house. 5) Effluent filter must be installed.
6) Keep all water softner and iron filter discharge out of septic system.
7) This plan is for the new lot. 8) Septic can be expanded up to 5 bedrooms in the future.
By: ()11
/7-,r,
"1r'v` 3- I-a L4
Matt Bolterman, Oln�i� §ne Bjj 4 ; Fax(952)249-461,Date
www.ci.orono.mn.us
S-P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612)-497-5011
State License #394
May 12, 1999 Orc
JW
Mrs IV Ax"M
Chris Diesen MMr
1100 Townline Rd. 'M'��'�
is*W"WbNMIN"MOM
North Lot r►fYNw.owwli�Nlirit�,Mbyaw
Orono, Henn. Co., MN " sr�Mr ►
This on-site sewage treatment system is designed for a Type 1, three bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are SCS soils mapped - KkB - Kilkenny loam. The seasonally
saturated soils were located at 12" to 30" (mottled soil). Due to the seasonally saturated
soils, a Pressurized Mound System will need to be installed to treat septic effluent. The
bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate of10.0 mpi.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A warning device must be installed with a light
and sound device, this is in case of a pump failure.
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the rock and sand fill
material are clean. The sod layer below the entire mounded area must be turned over,
just break up the sod, be sure not to over work.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
1
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid & the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Garbage disposals are not recommended, due to adding more solids & fine
solids passing through to the system. Excessive amounts of soaps, anti-bacterial
soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic
effluent. Additives are not recommended. Recommend to pump & clean your tanks
through the manhole by a certified pumper every 2 years. Check with your pumper to
set up a schedule.
Steven B. Schirmers "" Q ,� 1iG1�
2
13 4:LilISs
I to A.
SET- BACKS 3 I O'
HOUSE System must be:
Tank 20L! from property lines
> 1w gtl�vvi 1S' from welts
o,_y-r, :zo from b!dgs.
lam a;
P 4 Treatment area from Cokes, stfeertas NOTE:Power supply and switches must be located in a
Treatment area 20 �from property lies weather proof enclosure outside the pumping chamber and manhole
NUt•Pi4ac$5 �--n »-" � from wells
(?AC.CFJLL_ ?o 'from b!dgs.
u !D'from trees y SOIL BORING ELEVATIONS
t
Amin. THIII cl.-fi t . -I'd "q--A,9►1
i "da.s grade %o TH. 2 EL -93.1. Z 5 - °t Z.q
LTG
nk -a``S'- THiAEL.-=o.a
Tank PRESSURE DISTRIBUTION MOUND SYSTEM
Drop to Tank ! I - TH,W_LI--2a o
Min. I to 8 Pumping
TK - 9.9
Mox.l"to4' 1� P TR1��s SIaA��oc�J Chamber EEEI/ATIOV of PROPOSED PUMPING
CHAMBER-85.e �e�,�� 4 '7q-o
4 l0 6�dia.pipe Rv.. . 'So c' 3L.03L.0o� L1L_- C)4,0
l.
SYSTEM DESIGN -MOUND t `.u was s' ova- %4 o
TYPE-�L, -1- BEDROOM , Average percolation rate 27 min./inch (design.83sq.ft treatment area per got.of daily sewage flow)
LL-50 gal./day x.83sgft./gal. sq.ft.of treatment area +10%=aJ12_sq.ft. (= 10ft.width ft.length of bed area+side slope run Lto I x-2 height 14 ftx '7 ft.lown•area needed)
Clean rock needed- 1n sq.ft.treatment area x Z,o a depth of rock==43o cu.ft=27=.1Ll_cuyck(3/4'to 2 of dia. ,includes 27of rock above pipe)
Clean sand fill below rock needed l 7 0 cu yds. approx. , sandy loam bock fill 1-a.yds.approx., topsoil 6 �4-cu.yd. Avg. SA s�1_ oEPT1� 1.
! w astt�o .' .7. -Co Toe sox . ' +4� 7 O civ
i Number of tanks required 1st tank got. ,2nd tank 100 0 gal.mininuns fl-Qs PL1 m Pr,O u e R j M,0a Q-
Pumping chamber capacity- 25% of doilysewoge flow of J4<tZgal.=L�gal+reserve storage of 1509x1/B1�:_�L �gol.+pipe bock drainage- PROPERTY CF:
of I q gal./IOOlin.ft.of D-'dia.supply pipe, lin.ft.needed 24s , gal.+manifo!d L6ga1J100IaLft of ;',"dia.pipe,I'nft.needed 9 -2-gol.
I
total capacity needed foo`d gal.(plus area for pump) us v-- r+„n. looo gq 1,ca P>
! Distribution pipe Ida. , I!�-lin.ft., !T.dia. perforations_,1,2apart USO M P�1 r CD
Pump size SIL hp. (pumpable capacityL.3Ygot. 4cydes/day) J�,�o alar h1�Po Pa.��sOQi_.>ajA 31 aa1
Min, S-P EST/NG /N
Note: When constructing bed - , this area should be shaped Note: Distance from treatment area to neighboring watts- I Designed 9 : ' S
to divert run-off from enteringtreatment area. L'V'�'4"� �� /00 r g y
; Dote /1./= , PH. 612-497-3566
I � -
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
Eninsated Sews;e Flows in Gallons per day
A. FLOW d
Estimated �.O gpd i n ber Type l TM a Type M N
or measured - x 1.5 = - gpd.
2 300 2Z 180 W%
the
B. SEPTIC TANK LIQUID VOLUMES 4 � 3x75 2� �
5 750 450 294 W
Dl-/000 gallons 6 900 525 332 Type L
7 1050 600 370 11 or
8 1200 675 408 M
C. SOILS (refer to site evaluation)
1. Depth to restricting layer= "-lo xt='inches feet >
IVanaer or M -1Jquia ospsdry«an .gym
2. Depth of percolation tests= i �" inches aerie I dUp"
00
3. Texture �n>� Percolation rate C• 'i mpi =3.w`� 103000 i`sm `zoS O
s tK 6 Ism mo 3000
4. Land slope 3 % '•"'"" 2000 5000 4=
D. ROCK LAYER.DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 =
LA 5 L) gpd x 0.83 sq. ft./gpd = -z,f)--� sq. ft. +,o-,o y)o
2. Select width of rock layer (max 10' if<120 mpi max 5') = /o ft.
3. Length of rock layer= area+width
4)o sq. ft. + L4 1_ ,... �.�.:.
Width /o ft
<120mpi <10' Length- Ljj-ft
E. ROCK VOLUME >120mpi <5'
1. Multiply rock area by rock depth to get cubic feet of rock; i o sq. ft. x 1 Os-
ft. = L430 cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
4 3o cu. ft. +27 cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons; J i, cu. yd. x 1.4
ton/cu. yd. = -�Q tons.
F. ABSORPTION WIDTH Absorpdon wwtb sizing Table
1. Percolation rate in top 12 inches of soil is mpi Poe adoowtaa Gallam w000(Abamptiott
Minutes pa lath Soil Texture per day pa width to Rock,
Texture t;�A A Lota-m (MPl) =f= layerWIMM
Faster than 0.1 Coarse Seed 120 1.00
0.1 to 5Sand 120 1.00
F
2. Select allowable soil loading rate from table; 0.1 os Seed 0.60 2.00
WS 5.to 15 sandyloan 0.79 1.52
4� gpd/ft2 16to30 LAM 0.60 2.00
31 to 45 Sib Loam 030 2.40
46 to 60 Clay LOM 0.45 2.67
60 to 120 Clay 0.24 5.00
3. Calculate adsorption width ratio by dividing rock layer slower than 120 020 6.00
loading rate of 1.20 gpd/ft2 by allowable soil loading rate;
1.20 gpd/ft2+ "1s/ gpd/f2=
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
a,c, x !o ft= ft
S1 Cover 1'
G. DOWI�ISLOPE BERM WIDTH
1. If landslope is 1% or more,
subtract rock layer width from adsorption width
,J<.,.vtT•, , Rock l' '.;,i ��,..: : .
to obtain minimum downslope berm toe oma,s.na J.
(: :`.,•�:^. ,..:, 'P', 6'Topsoil
ft-.10 ft =.�2_._feet Natinid Sod 31'fl
2. Calculate Minimum mound Size
Width
a. Determine depth of clean sand fill at cl�l width
upslope edge of rock layer: ,' ,brow tion W1dth
Separation 3' --i, .<. _ft= 1..f feet ��
b. Add depth of clean sand for separation (2a)
at upslope edge, depth of rock layer (1 foot) to depth of cover
(i foot) to find the mound height at the upslope edge of rock layer;
Ir� ft+ ift+ lft = 3.s' feet
c. Enter table with landslope and upslope berm uP:1oa Width
ratio. Select berm multiplier of 3 , S7
d. Multiply berm multiplier by upslope mound up width.. °�v4x¢i Rock sed �a ax � r.. upslope width
Width /Q_
height to find upslope berm
width: y l '< n_;, „�.: ... �,�i?�i �,���• �,
r
x _ ijfeet
y c x
e. Multiply rock layer width by s `
landslope to determine drop in elevation; 9 Downslope wd°� 3
0x�_%+ 100 = _feet
f. Add depth of clean sand for slope TOW Lead �
difference (2e)at downslope edge,to
the mound height at the upslope edge ,
of rock layer (2b) to find the downslope height;
�•v� a, -fo L�.�ter,+ �-� su�c�,-, F��
3'S ft+�_ft= 3•� feet s.�,-�,�•.,�ou.
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of .y.Sy
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
L ,S`i x 3. _ feet BERM SLOPEMULTUIXMS
i. Compare the values of step G.11 '2
Land DOUPSLOPEWNSLOPE Ste G.2h 0 Slpbmmwn a� �„us berm
multipliers for various
Select the greater of the two values as the berms slope mdas bee -slope mos
downslope berm width; use 1,9 feet
j. Total mound width is the sum of 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
upslope berm (G.2d) 1 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41
width plus rock layer width(D.2) 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.14 6.90
plus downslope berm width(G.2i); 3 3.30 ("3 5.88 7.32 8.86 2.75 57 4.35 5.08 5.79 6.45
ft+ ft+ L_ft = 4 I feet a 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06
k. Total mound length is the sum of upslope 5 3.53 5.00 6.67 8.57 10.77 L61 3.33 4.00 4.62 5.19 5.71
berm width (G.2d)plus rock layer length(D.3) 6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5.41
plus upslope berm width (G.2d); 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13
_ft+�_ft+..1._3 ft= ,e2_feet 8 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88
1 � _ 7 7 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65
10 4.29 6.67 10.00 15.00 2333 2.31 2.86 3.33 3.75 4.12 4.44
Final Dimensions: 11 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26
12 4.69 7.69 12.50 21.43 43.75 2.21 270 3.12 3.49 3.80 4.08
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution
1. Minimum suggested is 20 gpm
2. Maximum suggested is 45 gpm Perforation Discharges in GPM
Head Perforation diameter
Pressure Distibution feet inches
3.a. Select number of perforated laterals 3 7 32 1 4
b. Select perforation spacing= 3 feet. 1.0a W%' 0.74
C. Subtract 2 ft.from the rock layer length. is 0.69 0.90
`i -2 ft.=�_feet. 20b 080 1.04
d. Determine the number of spaces between perforations. a Use 1.0 foot single homes.
Length pert.spacing=�ft.+.-7 ft.= Q spaces b Use 2.0 feet for anything else.
e. !3 spaces+1 = 1 LL perforationstlateral
f. Multiply perforations per lateral by number of laterals to ��4 D,�
get total number of perforations. � x , _ L perforations.
g. x =.I.L gpm.
SELECTED PUMP CAPACM . gpm
B.Determine head requirements:
1. Elevation difference between pump and point of discharge.
J_1_feet
2. If pumping to a pressure distribution system,five feet for pressure SW°"=MU sysom
required at manifold if gravity system,zero.
-9- Tom pia lh-no 9
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. EWad ,,D�„K
Read friction loss in feet per 100 feet from table(F-14). pipe __
F.L.= /. 1, ft./100 ft of pipe
b. Determine total pipe length from pump to discharge •---------------- -------------
point. Estimate by adding 25 percent to.pipe length for fitting
loss,or use a fitting loss chart(F-15 feet).
Equivalent pipe length-1.25 times pipe length= _
a4-< x 1.25= a'o La. feet Friction Loss in Plastic Pipe
c. Calculate total friction loss by multiplying
friction loss in ft/100 ft by equivalent pipe length. Nominal
Total friction loss= le-x Z 4, + "100=_ feet pipe dia.
/
Flow Rate
4. Total head required is the sum of elevation difference, pm 1.5" 2" 3"
special head requirements,and total friction loss.
20 2.47 0.73 0.11
'_+ S-- + S 25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 6.96 2.06 0.30
TOTAL HEAD ��, 11.0
45 11.0feet 40 2.64 0.39
7 3.28 0.48
50 13.46 3.99 0.58
C. Pump selection 60 560 0.82
65 6.48 0.95
70 7.44 1.09
1. A pump must be selected to deliver at least
-3 1 -gpm (Step A)with at least �_feet of total head (Step B).
S-P TESTING, INC. Steven B. Schirmers - MPCA Cert.No. 627
951 Katydid Lane NE - St. Michael, MN 55376 - (612)497-3566
FAX - (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
Chris Diesen
1100 Townline Rd.
North Lot
Orono, Henn. Co., MN
Borings completed on 5-3-99, with a hand bucket auger.
BORING NUMBER 1A Elev.70.2 - MOTTLED SOIL AT 30" - standing water present in
boring at 45", 18 hours after the boring.
0 - 30" Topsoil dark brown loam 2.5Y 3/1
30" - 40" Rusty dark gray clay loam 2.5Y 4/2 - mottles 6/8
40" - 48'' Rusty olive gray clay loam 2.5Y 6/3 - mottles 7/1,6/8
BORING NUMBER 2A- Elev.72.0 - MOTTLED SOIL AT 12" - standing water present in
the boring at 22", 18 hours after the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 12" Brown clay loam 10YR 5/4
12" - 20" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
20" - 38" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8
38" - 48" Rusty gray loam 10YR 6/6 - mottles 7/1,6/8
BORING NUMBER 3A- Elev.69.9 - MOTTLED SOIL AT 24" - standing water present in
the boring. at 41", 18 hours after the boring.
0 - 24" Topsoil dark brown loam 2.5Y 3/1
24" - 30" Rusty olive brown loam 2.5Y 6/3 - mottles 7/1,6/8
30" - 48" Rusty olive gray loam 10YR 6/2 -mottles 7/1,6/8
Soil borings cont'd.
BORING NUMBER 4A- Elev.91.1 - MOTTLED SOIL AT 18" - standing water present in
the boring at 37", 18 hours after the boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 18" Dark brown clay loam 10YR 4/2
18" - 40" Rusty dark gray brown clay loam 10YR 5/2 - mottles 7/1,6/8
40" - 48" Rusty gray silty loam 10YR 6/2 - mottles 7/1,6/8
2
S-P TESTING., INC. Steven B. Schirmers & Debra M. Schirmers
951 Katydid Lane NE - St. Michael, MN 55376 - (612) 497-3566
FAX - (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
Roger Diesen
1100 Townline Rd., North lot
Orono, Henn. Co., MN
Borings completed on 6-15-98, with a hand bucket auger.
BORING NUMBER 1- Elev.92.6 - MOTTLED SOIL AT 18" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Brown clay loam 10YR 5/6
18" - 26" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
26" - 34" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8
34" - 48" Rusty gray brown loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 2- Elev.93.6 - MOTTLED SOIL AT 26" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 26" Dark gray loam 10YR 4/2
26" - 40" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
40" - 48" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 3- Elev.92.2 - MOTTLED SOIL AT 16" - no standing water present
in the boring.
0 - 10" Topsoil dark brown clay loam 10YR 312
10" - 16" Brown clay loam 10YR 5/4
16" - 24" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
24" - 42" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8
42" - 48" Rusty gray brown loam 10YR 6/3 - mottles 7/1,6/8
Soil borings cont'd.
BORING NUMBER 4- Elev.92.2 - MOTTLED SOIL AT 16" - no standing water present
in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 16" Brown clay loam 10YR 5/4
16" - 24" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
24" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8
BORING NUMBER 5- Elev.92.9- MOTTLED SOIL AT 20" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 312
10" - 20" Brown clay loam 10YR 5/4
20" - 26" Rusty brown clay loam 10YR 5/6 - mottles 618
26" - 36" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8
36" - 48" Rusty gray brown loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 6- Elev.92.9 - MOTTLED SOIL AT 20" - no standing water present
in the boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 16" Dark brown clay loam 10YR 5/3
16" - 20" Brown clay loam 10YR 5/6
20" - 26" Rusty brown clay loam 10YR 5/6 - mottles 6/8
26" - 32" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8
32" - 48" Rusty gray brown loam 10YR 6/3 - mottles 7/1,6/8
2
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing Inc. on 5¢2Q starting at 9:44am.
Test hole location Diesen, 1100 Townline Rd.,North lot,Orono.
Test hole numberJL& Date test hole was prepared-L3--D,
Depth of hole bottom U inches. Diameter of hole!k inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is Jude. Depth of gravel in bottom of hole is 2�inches Date and hour of initial
water filling 5-3-99.3:30pa Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is¢inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
9:32 prefill 6
9:44 9:59 6 3-3/4 4 15 min
10:07 10:22 6 3-5/8 4.1 15 min
10:23 10:38 6 3-1/2 4.3 15 min
Percolation rate=4aininutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing„Inc.on 5¢99 starting at 2A5W
Test hole location Diesen, 1100 Townline Rd.,North lot.Orono.
Test hole numberl& Date test hole was prepared 5-3-99•
Depth of hole bottom 12.inches. Diameter of hole!k inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 811 Topsoil dark brown loam
W - 1201 Brown clay loam
Method of scratching sidewall is knife Depth of gravel in bottom of hole is 2 inches Date and hour of initial
water filling 5-3-99,3:3QM Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is!k inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
9:32 prefill 6
9:45 10:00 6 3-1/4 54.6 15 min
10:06 10:21 6 3-3/16 4.7 15 min
10:24 10.39 6 3-3/16 4.7 15 min
Percolation rate=4,7-minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 54-99 starting at 9:46am.
Test hole location Diesen, 1100 Townline Rd.,North lot,Orono.
Test hole number-3A, Date test hole was prepared-5:a=21
Depth of hole bottom 12.inches. Diameter of hole!k inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is lui& Depth of gravel in bottom of hole is 2 inches Date and hour of initial
water filling 5-3-99,3:30M Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is!k inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
9:32 prefill 6
9:46 10:01 6 2-1/2 6 15 min
10:05 10:20 6 2-7/16 6.2 15 min
10:25 10:40 6 2-7/16 6.2 15 min
Percolation rate=6A-minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing.Inc.on 5-4-99 starting at 9:47am.
Test hole location Diesen,1100 Townline Rd.,North lot.Orono.
Test hole number-4A, Date test hole was prepared-L.1-99.
Depth of hole bottom 12.inches. Diameter of hole fi inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2_inches Date and hour of initial
water filling 5-3-99,3:30pliL Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is!k inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
9:32 prefill 6
9:47 10:02 6 1-1/2 10 15 min
10:03 10:18 6 1-1/2 10 15 min
10:27 10:42 6 1-1/2 10 15 min
Percolation rate=19,9ininutes per inch.
.CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testig,Inc.Inc-on¢16-98starting at
9.58am
Test hole location Diesen, 1100 Townline Rd..New lot.Orono.
Test hole number-, Date test hole was prepared¢15A8
Depth of hole bottom 12.inches. Diameter of hole¢inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 101, Topsoil dark brown loam
10'1 - 12" Brown clay loam
Method of scratching sidewall is Jui& Depth of gravel in bottom of hole is 2nches Date and hour of initial
water filling 6-15-98,9:30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic s phm
Maximum water depth above hole bottom during test is(inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
9:45 prefill 6
9:58 10:28 6 5 6 30 min
10:39 11:09 6 4-3/4 6.3 30 min
11:10 11:40 6 4-1/2 6.7 30 min
Percolation rate=¢,3-minutes per inch.
CERTIFICATION NO.627
STATE LIQENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing.Inc.on 6-16-98 starting at :59am•
Test hole location Diesen*1100 Townline Rd..New lot,Orono.
Test hole numbers, Date test hole was prepared 6-15-9g•
Depth of hole bottom 12 inches. Diameter of hole f inches.
SOIL.DATA FROM TEST HOLE.
DEPTH,INCHES SOIL TEXTURE
0 - 101, Topsoil dark brown loam
1019 - 12" Dark gray loam
Method of scratching sidewall is!ul& Depth of gravel in bottom of hole is 2 inches Date and hour of initial
water filling 6-15-9 9:30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is!k inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
9:45 prefill 6
9:59 10:29 6 5-1/2 5.5 30 min
10:38 11:08 6 5-1/2 5.5 30 min
11:11 11:41 6 5-1/2 5.5 30 in
Percolation rate=5.1ninutes per inch.
,CERTIFICATION NO.627
STATE I„IGENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made b on 6-16-98 starting at 10:00am.
y S-P Testing,Inc.
Test hole location Diesen• 1100 Townfine Rd..New lot,Orono.
Test hole number-I Date test hole was prepared 6-15-98.
Depth of hole bottom 12 inches. Diameter of hole fi inches.
4012 DATA FROM TEST HOLE.
DEPTH,INCHES SOIL TEXTURE
0 - 101, Topsoil dark brown clay loam
10'1 - 12" Brown clay loam
Method of scratching sidewall is ka& Depth of gravel in bottom of hole is 2 ice. Date and hour of initial
water filling 6-15-98,9:30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is fi inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
Water remaining in test hole
10:00 10:30 6 2-5/8 11.4 30 min
10:37 11:07 6 2-5/8 11.4 30 min
11:12 11:42 6 2-5/8 11.4 30 min
Percolation rate=1LLminutes per inch.
.CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc on 6-16-98 starting at 10:Q1am-
Test hole location Diesen 1100 Townline Rd.,New lot,Orono.
Test hole numbers. Date test hole was prepared 6-15-98.
Depth of hole bottom 12.inches. Diameter of hole fi inches.
SOH.DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 811 Topsoil dark brown loam
8" - 12" Brown clay loam
Method of scratching sidewall is Imifg Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 6-15-98,9:30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is!k inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
9:45 prefill 6
10:01 10:31 6 5-1/4 5.7 30 min
10:36 11:06 6 4-15/16 6.1 30 min
11:13 1:43 6 4-7/8 6.2 30 min
Percolation rate=6,Qtminutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing.Inc.on 6-16-98 starting at 10:02am.
Test hole location Diesen.1 100 Townline Rd„New lot Orono.
Test hole number, Date test hole was prepared 6-15-98•
Depth of hole bottom 12 inches. Diameter of hole fi inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 101, Topsoil dark brown loam
1011 - 1211 Brown clay loam
Method of scratching sidewall is hu ft Depth of gravel in bottom of hole is 2_inches Date and hour of initial
water filling 6-15-98,9:30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is!k inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
9:45 prefill 6
10:02 10:32 6 5-1/8 5.9 30 min
10:35 11:05 6 4-7/8 6.2 30 min
11:14 11:44 6 4-3/4 6.3 30 min
Percolation rate=fil minutes per inch.
CERTIFICATION NO.627
STATE CENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 6-16-98 starting at 10:03am.
Test hole location Diesen 1100 Townline Rd„New IaL Orono.
Test hole number-. Date test hole was prepared 6-15-98•
Depth of hole bottom 12.inches. Diameter of hole¢inches.
SOIL DATA FROM TEST HOLE.
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is Jai& Depth of gravel in bottom of hole is 2 inches Date and hour of initial
water filling 6-15-98,9:30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is h inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
9:45 prefill 6
10:03 10:33 6 5-1/4 5.7 30 min
10:34 11:04 6 5-1/8 5.9 30 min
11:15 11:45 6 5 6 30 min
Percolation rate=5,9—minutes per inch.
i ` TIME
CITY OF ORONO CALLED IN DA 8
INSPECTION NO TI SCHEDULED C\4•�
PERMIT NO. I �1 COMPLETED
ADDRESS t !G t rSL
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION L
401 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Lt 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
ti
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTI10
C M 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC IN L. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC F �0 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL e J a �F�iNDATION/REMOVAL
Z OWNERICONTRACTOR TO MEET YOU../YES NO US FS C
COMMENTS: v 7
CCO
U_
W
Ct SSvI� �v ✓ti
Q
Uj
Uj
Q T Sca C
❑WORK SATISFACTORY:PROCEED � �,(/�- Ll PROJECT COMPLETE
cc
LU CORRECT WORK&PROCEED p ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ORRECT WORK,CALL FOR REI PECTIJ C T TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION ITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INS ECTOR
❑ INSPECTION REQUIRED.CALL ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site: I
Inspector. L
White CopylInspector's File Canary Copy/Site Notice