HomeMy WebLinkAbout2016-01434 - septic CITY OF ORONO I II� I�I I I I� I�I IIII I� II� II II
• * 2 0 1 6 — 0 1 4 3 4 *
2750 KELLEY PARKWAY DATE ISSUED: 11/15/2016
ORONO,MN 55356-
(952)249-4600 FAX: (952) 249-4616
ADDRESS : 1175 MOONEY LAKE DR
PIN : 25-118-23-41-0017
LEGAL DESC : MOONEY LAKE PRESERVE
: LOT 8 BLOCK 1
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTIVITY : SEPTIC(MOUND)
NOTE: 10 X 63 MOUND
2- 1250 PRECAST TANKS
1 - 1250 PUMP
36-GPM
#23 -TDH
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
TOTAL 400.00
BURNS EXCAVATING,INC. Payment(s)
3470 CO.RD 21 CHECK 27930 400.00
MAYER,MN 55360-
(612)685-4303
Minnesota State License#: SW-1888
OWNER
ADELMAN,TIMOTHY
4545 TRILLIUM DRIVE
MEDINA,MN 55340-
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 he
revoked at me for due cause.
App icantermi.ee t ature Date Issued T Signature Date
�/J
�o City of Orono FOR CITY USE ONLY
0 \ P P.O.Box 66
2750 Kelley Parkway Date Received: I I I LI /
Crystal Bay,MN 55323 Permit# 2-01(0'" 0 I L/3 y
S,/ Phone:(952)249-4600
Fax: (952)249-4616 Approved By:
Amount$: --/ 7
CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Job Site/Owner Information:
Site Address: //7S- k66/Lia/ L/4/L1. ,2/v/Z-
Owner:j i✓I(Js'Uy (A&Lk114 Mailing Address: 1/S.,-/S- rE/WiAxil i i.Jfl?n-1
City: t4ELI/NW MA) Zip: 553-I1)
Home Phone: Alternate Phone:
Contractor,/Applicant Information:
Contractor/App: &2KaS F. W_°.GivLc]T7/Vg Contact Person: ',T IE, 1:31,t,12.&
S.
Address: 447 IZ(fvJ Z1 State License #: 1 ktsri
City: M14./J(Z Zip: SS"3L e\ Expiration Date: ,J Zi/Zx/7
Phone: (q.sz) 455-3//z... Alternate Phone: (,Ll(Z.) /MS;
TYPES OP.-IXICUPAMY
Residential ❑ Commercial ❑ Other
**ATTENTION APPLICANT --
Fill in ail appropriate blanks and check all appropriate boxes.
Tanks:
lig Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other:
Number of Tanks: 3
Size of Tanks: 12 1 Z`76) 1ZS7J
Type of Activity:
❑ Trenches Q Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks
❑ 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 I/11O
Repair Existing System 100.00
(Tanks or Drainfield)
Total $
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, tru correct.
Signature of Applicant • Date: //pt./MA
MPCA License No.: f$£s g
Staff Review: cept .,��' Denied //
Reviewer: �-r Date: /// //47
Reason for Denial:
Comments (to be printed on inspection card):
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.
*** 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
OROku a Of qr
Ell IS DESIGNED FOR NUMBER
BFGROOMS. ANY INCREASE IN
GE BEDROOMS INVALIDATES THIS DESIGN.
Z- 12.5'0 — Sop40 Joseph Olson D.B.A.
(-(LSD-M Rusty Olson's--Soil and Percolation Testing
Joseph J. Olson--MPCA License#810
362 11481 Riverview Rd.NE,Hanover,MN 55341
(763)498-8779 Fax(763)498-8290
it 3 (--/r-/4
�r , /
July 15,2016
Charles Cudd
1175 Mooney Lake Drive
Orono,Hennepin County
This on-site Sewage Treatment System is designed for a Type 1,five bedroom home in accordance with the
Minnesota Pollution Control Agency Chapter 7080 and local ordinances.
The periodically saturated soils were located at 24-28 inches(mottled soil).Due to the periodically •
saturated soils,a pressurized mound system with 6 inches of rock will need to be installed to treat the septic
effluent.The bottom of the treatment area must be located at least 3'above the saturated soils.This system
is designed with 6 inches of rock.
The soils at a depth of 12"have a percolation rate averaging 10 MPI.
All tanks need to be insulated if there is less than two feet of cover over the top of the tanks.Clean outs
must be installed on the end of the laterals for maintenance.
Use 7/32 inch perforations on the laterals.
A 1250 gallon 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 weatherproof
enclosure.A warning device must be installed with light and sound devices;this is in case of a pump
failure.A flow measurement device must be installed.Including but not limited to a water meter,event
counter,running time clocks or electronically controlled dosing.
Keen all heavy eauioment off of the propLosed treatment areas before,duringand after construction.
The area around both sites must be fenced off by the contractor before_any construction begins.
With proper installation and maintenance,this system should have no problem in treating septic effluent •
effectively.Nothing other than gray water,(laundry,showers,etc.)Human water and toilet tissue should be
disposed of into the septic tanks.Garbage disposals are not recommended.Additives must not be used they
may cause harmful damage to your septic system.It is recommended that you pump the septic tanks every
two years.
Sin rely,
Joseph J.Olson CITY OF ORONO
SEPTIC P MIT PL,TAVIEW
INSPECT R L' �G`-r
DAT /!(4/
/LP PERMITNO,-ACL31f-
APPROVED AS SUBMITTED
[— APPROVED WITH CORRECTIONS AS NOTED
NOT APPROVED-CORRECT& RESUBMIT
These comments arc for your information. All work simll he done
in full compliance with all appliLable.septic and zoning code.
Requirements including items not specilically noted in this review.
KEEP THIS PLAN SET ON SPIE AT AL1.TIMES
J !
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LEGAL DESCRIPTION OF PREMISES SURVEYEC
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Lot S,Brook 1,MOONEY LAKE PRESERVE `
Thls survey shows the boundaries end topography of;ne stove PROPOSED ELEVATIONS(PER ARCHITECT.VERIFY)
- 0
dswibed popelty,and Ole prom/sod location of■ oocsed nol,se
garage and drtwway.It doss not purport to ancw any Cher,r•fo•c:emants GARAGE =1048.2
or.nU oothe wlta.
DETACHED GARAGE =104R 9
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tt�ht s b-. cs , d,4ts 1 . SOIL SMUG ELEVATIONS
s , ,o3a .; -
MOUND SYSTEMQESICzl� 77 ..105 �f
E„4016"O
Type__1_
_____r_l3°draorn,Average percolation rate k) BMA= miss :-10936Systematist be: 11144 E{.-11013.6
gal/day _(Q3O sq.ftof treatment area(o3o (/ID ft-width=(I ft.length of bed area • Ta i -'trom p y ones 4$EL.-/4ss
_f 'frame* - EL./ 5"0
Side slope run 1 to i x 3__height='-k) ft.x 85 ft.lawn area. .: 7 G�- to`�?-8
Westmont area ii from Masi, 9d3s
Clean cock needed pus 20%()cu_yds.Coarse washed sande/ cu.Yds.Average sand depth I_3 Trestotont Its la:
Sandy loarr;acu_yds.,Topsoil 6"(3 ri_yds.plus 509' 0 cu.Yds- X0 t from tildro
Number of tanks a f'tank isu gals.,2`"'tank 1. 5L)gals_,Pump chamber capacity 1a.sv gals_
--� PROPERTY Q4=:('lidrtL c Cts D iI
Y./ gats /100 lineal feet of o2`dsa_ lineal feet needed r'; l>s 1'Y LpkC b;;c1w ,�
Supply pipe, 1017 (- �_7_ _ Q.L s tllrrry , ,vt y
Distribution pipe_2,__"dia. 163 lineal feet, 2/31 dia.Perforations "apart
• Float set at;105- gals., LI times per day Pomp curve 31e J mm. .ky feet head pressure.
Date:7 ilrijL ph- 763-498-8779
i
I
I
2011 purple code
M°und Design www.SepticResource.com (vers 15.2)
Property Owner: Charles Cudd Date: 7/15/2016 i
Site Address: 1175 Mooney Lake Drive PID: 25-118-23-41-0017
Comments: Primary site
i
instructions: =enter data =adjust if desired = computer calculated - DO NOT CHANGE!
I) 5 bedroom Type 1 Residential System
2) 750 GPD design flow i
3) Yes Garbage disposal or pumped to septic 50% larger tank with multiple comp/tanks
4) 2250 Gal Septic tank(code minimum) 2250 Gal Septic tank (design size / LUG req'd)
Tank options: none
5) 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed
i
6) 10.0 ft rockbed width 63.0 ft rockbed length
7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both)
end feed manifold connection
8) 3 laterals 61.0 feet ton 21.0i
g perfs / lateral 63 perfs total ,
(1/2 a perf means the first perf starts at the middle feed manifold)
9) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation i
for this perf size & spacing, & pipe size on line 12, max perfs/lateral= 30 , line#8 must be less --> OK 6
I
I0) 4.0 doses per day (4 minimum) 1
I I) 188 gallons per dose (treatment volume)
2.00 5x k
12) 2.00 inch diameter laterals must be used to meet"4x pipe volume" requirement i
a
2.00 3x 1
13) 100 feet of 2.0 inch supply line leads to 17 gallons of drainback volume
(Tip: "top feed" manifold to control the drainback) 1
14) 205 gallons TOTAL pump out volume (treatment+drainback)
15) 13 feet vertical lift from pump to mound laterals, leads to a:
16) 36 GPM @ 23 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) ,
1s
17) 750 gal Dose tank (code minimum) 1250 gal Dose tank (design size / LUG req'd) at ( 25.49 jgpi
leads to a
18) 8.0 inch swing on Demand float, or timed dosing of 5.7 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) 12 inches from bottom of tank to"Pump OFF"float
20) 20 inches from bottom of tank to"Pump ON"float, or 12 inches to"Timer ON"float if time dosed i
21) 23 inches from bottom of tank to"Hi Level"float, or 33 inches to"Hi Levet"float if time dosed
(
22) 664 gallons reserve capacity (after High Level Alarm is activated) a
)
`
• 3
i
23) 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum)
(this must match the soil boring tog) desired mound ratio 2.7 i
24) 6 percent site slope (0-20% range) 6 (%downslope site slope, if different than upslope) ,
1
25) 26 inches, or 2.2 ft. to Redox or other limiting condition (need at least 12"to be a Type I)
Treatment zone contains 0 inches of 0%soil credit, and 0 inches of 50%soil credit. Giving a:
26) 12 inch, or 1.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 1
i
27) 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) I
28) 0.0 ft. upslope and sideslope
17.0 ft. Downslope
Individual slope ratios give BERM widths (topsoil beyond rockbed)of:
29) 4:1 upslope ratio 10 ft. upslope berm G
3o) 3:1 sideslope 11 ft. sideslope berms
3)) 4:1 downslope 20 ft. downslope berm R
t
F
i
32) Overall Dimensions: 10.0 ft. wide by 63.0 ft. long Rock bed '`
40 ft. wide by 85 ft. tong Mound footprint a
i
4" inspection pipe
18" cover on top
<Upslope berm 10 C Downslope berm Z0 S
�
.,� ` --` 12" cover on sides
r1�— `Y (6"loamy cap&6"topsoil)
�" F-0.-- Clean sand lift
2.2 Depth to Limiting 1
ii
l.irnitin COltlit1o) _ _ _
27.0
{ Absorption Width ��.^ _,_ - -- ----- -- -._ _ .__ -- x
Note:
For 0 to 1%slopes, Absorption Width is measured from the Bey/equally in both directions.
For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed.
33) Rock Bed:
10.0 ft. by 63.0 ft. by 6 inches under pipe, plus 20%gives 21 yd3 or"1.4= 29 ton
34) Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired)
18.4 up + 50.7 downslope + 7.5 ends+ 30.3 under rock= 128 yd3 or"1.4= 180 ton
plus 20%
35) Loamy Cap:
6
36 ft. by 81 ft. 6"deep, plus 20%gives 65 yd'or"1.4= 91 ton 1
i
36) Topsoil:
40 ft. by 85 ft. 6"deep, plus 20%gives 76 yd'or*1.4= 106 ton
1
I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws.
4
Rusty olson's Soil& Perc 810 7/15/2016 i
-'esigner Signature ' Company license# Date
E
3
Installer Summary
2250 gallon Septic tank (minimum) Tank options: none
7uk Larger Lank wiLn muwUple comp,tanks
1250 gallon Dose tank (minimum) at 25.49 gpl
36 GPM @ 23 ft. of head, Pump required
8.0 inch swing on Demand float which translates to roughly 5.0 inches of float tether length
if time dosing is required --> 5.7 minutes ON time& 9 hours OFF time
20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float
23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi level alarm"if time dosed
100 ft. of 2.0 inch supply line with end feed manifold connection
(Tip: "top feed" manifold to control drainback) ti
12 inch, or 1.0 ft. Sand Lift Mound
I
10.0 ft. wide by 63.0 ft. long Rock bed
3 laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing
7/32 inch perfs 3.0 ft. perforation spacing
No Effluent filter&alarm
3 clean out&valve box assemblies i
,
27.0 ft.Total sand ABSORPTION width (minimum)
0.0 ft. upslope and sideslope (sand beyond rockbed, minimum)
17.0 ft. Downslope (sand beyond rockbed, minimum) y
Specific slope ratios give BERM widths (topsoil beyond rockbed)of:
4:1 upslope ratio 10 ft, upslope berm
3:1 sideslope 11 ft. sideslope berms
4:1 downslope 20 ft. downslope berm 1
4" inspection pipe
18" cover on top
i Upslope berm 10 �� { Downslope berm 20
e \ 12" cover on sides
(6"loamy cnp&6"topsoil) c
----- 1.0 Clean sand lift = s
_ _ 2.2 Depth to Lirniting
Lirnitiny Condition-- — ------ — —— --
_ _
Absorption Width 27.0 — —
Note: 1
For 0 to 1% slopes, Absorption Width is measured from the Bedequatly in both directions.
For slopes >1%, Absorption Width d,is measured downhill from the upslope edge of the Bed, ,
Rock Bed: 21.0 yd3 or"1.4= 29 ton 6 inches under pipe
Mound Sand: 128 yd3 or"1.4= 180 ton calculation based on 3:1/4;1 slope from top of rockbe
Loamy Cap: 65 yd3 or"1.4= 91 ton 6"deep
Topsoil: 76 yd3 or*1.4= 106 ton 6"deep
INSPECTOR CHECKLIST - mound
11/5 Mooney Lake Drive i
__- WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) 6
50'to everything 100'to dispersal area with shallow well
- PROPERTY LINES setback: 10'to everything I
Road setback: platted: 10'prop line. Metes& bounds: out of road easement, or outer ditch.
_ LAKE/BLUFF setback: 20'for bluff. Lakes: GD_, RD_, NE . Protected Protected wetland .
Building setbacks: 10'for everything, 20'for dispersal area.
_
WATER LINE under pressure st 10'to bed,tank&sewer line. (else sewer line> 12"below) G
s
r
ESewer line& baffle connection (no 90's, 3'between 45's, slope min 1"in 8', max 2" in 8') €
(no depth reqs, clean out every 100', Sch 40 pipe)
ESeptic tank and risers (water tight, insulated, proper depth, existing verified by pumping)
mfg 2250 gallons none l
l
l
_- Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. i
No effluent filter&alarm f,
Dose tank risers and piping (water tight, insulated, proper depth, drainback)
e
mfg 1250 gallons i
- dose pump 36 gpm 23 head VERIFY PUMP CURVE 5,7 min ON 9 hr OFF
}
i
n float setting drop 8.0 inches at 25.5 gpi "DESIGNED" 5.0 inches approx float tether length
205.0 gal dose divided by gpi "INSTALLED"= inches float drop (field corrected
LABEL pump requirements and drawdown on riser or panel
_ Cam lock reachable from grade- 30" max. J-hook weep hole. Supply line access (no hard 90's) I
_ 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. F
_ splice box / control panel / electrical connections
_ flow measurement: CT, ETM, time dosed, home water meter
_ mound absorption area rough up
mound rock dimensions 10.0 X 63.0
Sand lift depth 12 inches. (Jar test: 2"sand leaves < 1/8"silt after 30 min)
l
EAbsorption Sand beyond rock 0.0 upslope 17,0 downslope
nBermed topsoil beyond rockbed 10 upslope 11 sideslope 20 downslope
_ cover depth of 12-18"+ VERIFY li
3 laterals (1.2'from edge of rock) i
2.00 inch pipe size (Sch40 pipe &fittings)
3.0 ft lateral spacing
7/32 inch perforations
3.0 ft perforation spacing i
Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY I
clean outs (no hard 90's)
- 4"inspection pipe to bottom of rock, anchored VERIFY t
_ Abandon existing system - if necessary Re-use existing tank certification
monitoring plan and type /
well abandonment form - if necessary
5
System Elevations �i „ ;_tr, _,,z,V1
benchmark ,�YA4mAnn`h`..A, 1
1 - - - - SHwT
Mound r
(Grade elevations are existing. If a loamy cap
different final grade is desired it should lateral
be shown and described here.)
bottom rock
grade (at upslope rock bed)
SHWT (at upslope rock bed)
>< 1 1 1
._ ' NIoAtAANAYArtx/ Ys:$✓.,1%,......JA-4v1A MAiwiati 'A+MIVAN1«vwAu 'A4'M'_ __ .A.L-ViAviVivasA4AL AAMNIVrsivYAAN4_,0A-AA4N1.Yy
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1
1
E
Sewer pipe
1 1 1
exiting house Septic Tank Septic Tank (inapplicable) Pump Tank
Grade Grade Grade Grade
Pipe inlet inlet inlet
Tank bottom Tank bottom Tank bottom
Soil Observation Log
www.SepticResource.com vers 12,4
Owner Information
Property Owner/project: Mooney Lake Preserve Date 4/10/2015
Property Address/PID: Lot 1, Blk 2
Soil Survey Information ❑ refer to attached soil survey
Parent mail's: [] Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock '
landscape position: ❑ Summit ❑ Shoulder E] Side slope El Toe slope
soil survey map units: L3713 slope 2-6 % direction-Lineal
i
Soil Log#1
❑ Boring ❑ Pit Elevation 1045.4 Depth to SHWT 24" 6
Depth(in) Texture fragment% matrix color redox color consistence grade shape
i.0-4 Topsoil <35 10yr3/2 Loose Loose Single grain
1
t
i
4-8 Loam <35 10yr4/3 Firm Strong Blocky
i
8-24 Clay Loam <35 10yr5/4 Firm Strong Blocky
4
i
E
i
24-30 Clay Loam <35 10yr5/4 10y4/8,1-6/l0y Firm Strong Prismatic
loose loose
<35 single grain
friable weak granular blocky
35-50firm moderate prismatic platy
>50 rigid strong massive
i
1
Comments:
•
1
Lot 1,Blk 2 Soil Log#2 1
E Boring ❑ Pit Elevation 1045 Depth to SHWT 28"
Depth(in) Texture fragment% matrix color redox color consistence grade shape
0-6 Topsoil <35 10yr3/2 Loose Loose Single grain ,
A
6-10 Loam <35 10yr4/4 Firm Strong Blocky
10-18 Loam <35 10yr4/4 Firm Strong Blocky
c
18-28 Clay Loam <35 10yr5/4 Firm Strong Prismatic
t
,
28-36 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic
a
Lot 1,Blk 2 Soil Log#3
_ a
El Boring ❑ Pit Elevation 1043.6 Depth to SHWT 26"
Depth(in) Texture fragment% matrix color redox color consistence grade shape
i
0-4 Topsoil <35 10yr3/2 Loose Loose Single grain
`
i
i
4-14 Loam <35 10yr4/3 Firm Strong Blocky
i
14-28 Clay Loam <35 10yr5/4 Firm Strong Blocky
fr
28-32 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic
<35 loose loose single grain
35-50 friable weak granular blocky
>50 firm moderate prismatic platy
rigid strong massive
I hereby cert this work was completed in accordance with MN 7080 and any local req's.
F
Rusty Olson's Soil&Perc 810
1
Designer Signature Company License#
i
• i
9
Lot 1,Blk 2 Soil Log#4 }
0 Boring ❑ Pit Elevation 1043.6 Depth to SHWT 1
Depth(in) Texture fragment% matrix color redox color consistence grade shape
i
0-6 Topsoil <35 10yr3/2 Loose Loose Single grain 1
a
i
1
i
6-16 Loam <35 10yr4/4 Firm Strong Blocky 1
I
16-30 Clay Loam <35 10yr5/4 Finn Strong Blocky 1
t
loose loose
<35 single grain
friable weak granular blocky
35 50 firm merate prismatic platy
>50 rigid strongodmassive
<35 loose loose single grain I
friable weak granular blocky
35 50
firm moderate prismatic platy
>50 massive
rigid strong
Lot 1,Blk 2 Soil Log#5
El Boring ❑ Pit Elevation 1045.5 Depth to SHWT 28"
Depth(in) Texture fragment% matrix color redox color consistence grade shape
I
1
0-4 Topsoil <35 10yr3/2 Loose Loose Single grain
4-10 Loam <35 10yr4/3 Firm Strong Blocky i
t
1
1
10-28 Clay Loam <35 l0yr5/4 Firm Strong Blocky 1
i
I
28-36 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Finn Strong Prismatic
t
<35 loose loose single grain
35-50 friable weak granular blocky i
firm moderate prismatic platy P
>50 rigid strong massive
l
I hereby certift this work was completed in accordance with MN 7080 and any local reqs. r;1
t
Rusty Olson's Soil testing 810
Designer Signature Company License#
t
1
Soil Observation Log
www.ScpticResource.com vers 12.4
Owner Information
Property Owner/project: Mooney Lake Preserve Date 4/10/2015
Property Address/PID: Lot 1, Blk 2
Soil Survey Information ❑ refer to attached soil survey
Parent matl's: El Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock
landscape position: ❑ Summit ❑ Shoulder 0 Side slope ❑ Toe slope
soil survey map units: L371:3 slope 2-6 % direction- Lineal
Soil Log#6
Q Boring ❑ Pit Elevation 1045 Depth to SHWT 24"
Depth(in) Texture fragment% matrix color redox color consistence grade shape
0-4 Topsoil <35 10yr3/2 Loose Loose Single grain
4-8 Loam <35 10yr4/3 Firm Strong Blocky
8-24 Clay Loam <35 10yr5/4 Firm Strong Blocky
24-30 Clay Loam <35 10yr5/4 10y4/8,1-6/l0y Firm Strong Prismatic
<35 loose loose single grain
35 50 friable weak granular blocky
firm moderate prismatic platy
>50 massive
rigid strong
Comments:
Lot 1,Blk 2 Soil Log#7
i
Boring
❑ ❑ Pit Elevation 1042.8 Depth to SHWT 26"
Depth(in) Texture fragment% matrix color redox color consistence grade shape
i
0-8 l opsoiI <35 10yr3/2 Loose Loose Single grain i
t
i
l
`t
8-18 Loam <35 10yr4/4 Firm Strong Blocky
i
18-26 Loam <35 10yr4/4 Firm Strong Blocky r
i
P
1
26-30 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Prismatic
<35 loose loose single grain .
35-50 friable weak granular blocky p
firm moderate prismatic platy i
>50 rigid strong massive
Lot 1,Blk 2 Soil Log#3
0 Boring ❑ Pit
i
,
i
t
t
i
g
i
1
1
i
f
1
i
— e
t
I hereby certify this work was completed in accordance with MN 7080 and any local req's.
Rusty Olson's Soil&Perc 810
Designer Signature Company License#
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 4/11/15
Location: lot 1, Blk 2
Hole number: 1
Date hole was prepared:4/10/15
Depth of hole bottom_12"__inches, Diameter of hole 6" inches.
Soil data from test hole:
Depth, inches Soil texture
0-4" Dark Brown Loam 10yr3/2
4"-8" Brown loam 10yr4/3
8"-12" Brown clay loam 10yr6/4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial water filling 4/10/15 depth of initial water filling 12 inches above the hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
I Time Time Depth Drop in H2O Perc Rate
9:30 10:00 6" 2.8
10:07 10:37 6" 2.7 11 .1
10:38 11:08 6" 2.6 11.5
AVERAGE PERC. RATE 11.1 MPI
fi
IE
ti
is
- i
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 4/11/15
Location: lot 1, BIk 2
Hole number: 2
Date hole was prepared: 4/10/15
Depth of hole bottom 12" inches, Diameter of hole 6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-6" Dark Brown Loam 10yr3/2
6"-10" Brown loam 10yr4/3
10"-12" Brown clay loam 10yr5/4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial water filling 4/10/15 depth of initial water filling 12 inches above the hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H2O Perc Rate
9:31 10:01 6" 3.6 8.3
10:06 10:36 6" 3,5 8.5
10:39 11:09 6" 3.4 8.8
AVERAGE PERC. RATE 8.5 MPI
ti
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 4/11/15
Location: lot 1, Blk 2
Hole number: 3
Date hole was prepared: 4/10/15
Depth of hole bottom_12"_ inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-4" Dark Brown Loam 10yr3/2
4"-12" Brown loam 10yr4/3
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial water filling 4/10/15 depth of initial water filling 12 inches above the hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
I Time Time Depth Drop in H2O Perc Rate
9:32 10:02 6" 3.5 8.5
10:05 10:35 6" 3.4 8.8
10:40 11:10 6" 3.3 9.1
AVERAGE PERC. RATE 8.8 MPI
is
Percolation Test Data Sheet
i
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 4/11/15
Location: lot 1, Blk 2
Hole number: 4
Date hole was prepared: 4/10/15
Depth of hole bottom_12"_inches, Diameter of hole_6" inches.
Soil data from test hole:
Depth, inches Soil texture
0-4" Dark Brown Loam 10yr3/2
4"-12" Brown loam 10yr4/3
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial water filling 4/10/15 depth of initial water filling 12 inches above the hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
I Time Time Depth Drop in H2O Perc Rate
9:33 10:03 6" 2.2 13.6
10:04 10:34 6" 2.1 14.3
10:41 11:11 6" 2.1 14.3
AVERAGE PERC. RATE 14.0 MPI
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. ZD/lo—m (N';61- COMPLETED /-'(d'di 7 ci t/'.A
ADDRESS 17 no2 0Yl7 � palivo
OWNER < TELEPHONE NO.
CONTRACTOR
> DESCRIPTION
lU 0 FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF El FINAL 0 TREE REMOVAL
❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
• ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q 0 FINAL ElWATER HOOK-UP ❑ FOLLOW-UP
❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL
v ❑ DEMO-SITE SEPTIC INSTALL
Z OWNER /CONTRACTOR TO ME OU:_YES_NO
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN
INSPECTOR WILL RETURN
LI
CI 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
Owner/Conr on site:
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
f-C2-1—
D T TIME "
CITY OF'ORONO C LLED IN /7 ! /4,
INSPECTION NCA'ICE _D/c CHEDULED `/—/7-1/,
PERMIT NO. k Ce ••ETED
ADDRESS "/ 75 / /
OWNER T� PHO/NC '
ItItit 05/-5.0
1/46
CONTRACTOR A ` _e , z'1----
DESCRIPTION £e ( EPTIli C
lu ❑ FOOTING 0 DEMO-FINAL 0 C FINAL
❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING
❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL
Q
❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
• ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL
v ❑ DEMO-SITE 0 SEPTIC INSTALL
2• OWNER/CONTRACTOR TO MEET YOU:_YES NO
• COMMENTS:
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❑CORRECT WORK&PROCEED iO ISSUE CERTIFICATE OF OCCUPANCY
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C.1 BEFORE COVERING PERMANENT
D CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractpr on site:
�
Inspector. ��,���,�� ed
White Copyllnspector's File Canary CopylSlte Notice
V
DA TIME
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CITY OF ORONO CALLED IN j/ '119
INSPECTIONN TICE /i�I.,,t SCHEDULED //-4,—lb' /0 : c
PERMIT NO.7djb—D C PLETED
ADDRESS 175 /40-v> .e 74.b C
OWNER TTEL /•NE NO. A82---418-5"4-63
CONTRACTO S �" -
DESCRIPTION
4
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W0 FOOTING 0 DEMO-FINA 0 SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI 0 EXCAV/GRADING/FILLING
C 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL El TREE REMOVAL
Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION
Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS
Z
❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT
Q ❑ FINAL 0 WATER HOOK-UP ElFOLLOW-UP
W 0 AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v ❑ DEMO-SITE 0 SEPTIC INSTALL
S OWNER/CONTRACTOR TO MEET YOU:_YES_NO
El COMMENTS: _. (-_;);-72 c(//ear (by /i o e;s ed,//,'"
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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
OwneriContrac�t r on site: .�
Inspector. r1
Whl CopyAnspector'a File Canary CopylSite Notice