HomeMy WebLinkAbout2013-00784 - septic � � CITY OF ORONO * Z p� 1 3 - 0 0 7 B 4 *
2750 KELLEY PARKWAY DATE ISSUED: 08/13/2013
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
REPRINTED ON 8/13/2013
ADDRESS : 3625 JACOBS MILL RD
PIN : 32-118-23-24-0013
LEGAL DESC : JACOBS MILL
: LOT 003 BLOCK 002
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
NOTE: (2)PRECAST CONCRETE TANKS
2000 COMBO AND 1000 PUMP
MOUND TREATMENT SYSTEM-500 S.F.
SOILS TO BE VERIFIED AT TANK INSPECTION
APPLICANT SEPTIC NEW 200.00
MARTYS EXCAVATING STATE SURCHARGE SEPTIC 5.00
7185 RUTZ LAKE ROAD
MAYER, MN 55360 TOTAL 205.00
(952)657-2548
Minnesota State License#: 768
OWNER
SCHMID, KURT&CAROL
2950ISLAND VIEW DRIVE
MOLJND,MN 55364-
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 rype 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
revoked at any time for due cause. \
� �J �l �� l�3 �i /�r /
Applicant Permitee Signature Date Iss d By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
>�
, '� � City of Orono � R CI USE ONLY �� � ��
� P.O.Box 66 i
� 2750 Kelley Parkway D a t e R e c e i v e d. � �� p e r m i t# �r
Crystal Bay,MN 55323 /")
(952)249-4600 Amount: $�r���(J
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CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building O�cial)
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Site Address:��b � � 4.c o�s /�'ti�� Ro �, �
Owner: �'Cv�,T ca�.„/ �scl�r�,; � � Mailing Address:
City: !�h �.�r� iYr�V Zip: s,j ,��`�
Home Phone: �`a- ,�c4�- �y$�_ Alternate Phone:
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Contractor/App.�a,�TYS EX� ��Ti.�q Contact Person: �� z �
Address: �� SS Rv7-Z- L�, bre 2o�,r� State License #: �6 �
City: �i9Y�- Zip: Ss36�� Expiration Date: d y-DS- 2OI y
Phone: �Sa' �s7 � �54� � Alternate Phone: �!�- �76c�' ^ �S8/
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� Residential ❑ Commercial ❑ Other
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New or Replacement System $200.00 a�� � � e O
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge 5.00 5.00
Total $ ,i�c�� �
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I will be installing the following:
Tanks
,� Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: ��
Size of Tanks: i��� ��ic6o l��o f°�
Treatment System
Trenches s.f.
!
i/� Mound ��v s.f.
Gravel less s.f.
Chamber s.f.
NOTE: The contractor is required to provide an As-Built of the system before the
final inspection.
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, true and correct.
Signature of Applicant��a�� � 2 Date: �—�a � ��
MPCA License No.: �6�
Staff Review: �Accept ❑ Denied
Reviewer: Date: (-� r � � -- � �
Reason for Denial:
Comments (to be printed on inspection card):
5p� t S ?o � �- C�C1�� �'/e � � T �� r�
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; Mayer; MN �536v^ `..� -
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'Vlart��'s Excavating I..LC
ti�arli�R. Zie��ann
Lice��se �o. 768
SI�`� �VA��TIOI�T o
RONO Cppy
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SEPTIC PE�j I'�� P REV W
�� 1NSPECTOR " �
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�PPROVED AS 3t��bM(T?ED
� [� APPROVCiD WITH CORRGCT101Js AS NOT6D
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Thcsc commcnte are for your informatioq. Ali wwrk rhail be da1�
in full compiiance with�►tl applicable septic and zoning cueie.
Requirements inctuding items not xpecitically notcci ia iqis osviel�
KEEP THIS PLAN SET ON SIT6 AT ALL TIM68
O�C1Nd COPY
2011 purplecode Mound Design
www.SepticResource.com (vers 12.6)
Property Owner: Kurt Carol Schmidt Date: 5/16/2013
Site Address: Jacob Mill Road Orono MN 55364 P1D:
Comments:
instructions: � =site specific input � =adjust if desired � =self-calculated {DO N07 ADJUST)
�� ��4 bedroom Type �I Residential System
2) �GPD design flow
` 3) No Garbage disposat or pumped to septic
) 1500 Gal Septic tank(code minimum} 2000 Gat Septic tank (design size / LUG req'd)
Tank options: Multipte tanks or campartment reqd
s) 1.2 GPD/ftz mound sand loading rate
6� 90 ft rockbed width 50.0 ft rockbed length
� 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both)
end feed manifotd connection
s) �3 laterals 48.0 feet long 17.0 perfs / tateral 51 perfs total
(1/2 a perf ineans the first perf starts at the middle feed manifotd►
. 9? 1/4" inch perfs at �1 feet residual head gives 0.74 gpm flow rate per perforation
for this perf size ft spacing, �t pipe size on line 12, max perfs/lateral= 25 , line#8 must be less--> OK
to) 4.Q doses per day (4 minimum)
ii� 150 gallons per dose (treatment volume)
i2� 2,00 inch diameter laterals (or smalter)will meet"5x pipe volume"
2.00 inch diameter lateraLs (or smaller) must be used to meet"4x pipe volume"reguirement
2.00 inch diameter laterats (or smaUe�j will meet"3x pipe volume"
ts� 30 feet of 2.0 inch supply line leads ta �5 gallons of drainbatk votume
(Tip: "top feed"manifoid to cantrot the drainback)
�a� 155 �allons TOTAL pump out volume (treatment+drainback)
ts� 8 feet verticat lift from pump to dispersal area, leads to a:
�6� 38 GPM� 15 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head)
i�> 500 gal Dose tank(code minimum) 1000 gal Dose tank(design size / LUG reqd) at 25.00 gpi
teads to a
is� 6.2 inch swing on Demand itoat, or timed dosing of 4.1 min ON (confirm pump rate with drawdown
(to detiver Average flow, 66%of Peak design flow) 9 hrs OFF test and adjust as necessary}
�9� 12 inches from bottom of tank to"Pump OFF"float
ao) 18 inches from bottom of tar�k to"Pump ON"float, or 12 mches to'Timer ON"float if time dosed
2t> 21 inches from bottom of tank to"Hi Level"float, or 31 inches to"Hi level"float if time dosed
22� 475 gallons reserve capacity (after High Level Alarm is activated)
s> 0.60 gpolftZ Absorption area Soil Loading Rate, which gives a mound ratio of � (minimum}
(this must match the soil boring log) desired enound ratio 2A
2a) �6 percent site slope (0-20%range) �6 (%downslope site slope, if different than upslope)
2s) 12 inches, or 1.0 #t. to Redox or other limiting condition (need at least 12"to be a Type I)
Treatment zone contains�inches of 0%soit credit, and �0 inches of 50%soil credit. Giving a:
26� 24 inch, or 2.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!!
z�} 20.0 ft.Total ABSORRTION width (with sand beyond rockbed as follows:)
2s> 0.0 ft. upslope and sideslope
10.0 ft. Downstope
Individual slope ratios give BERM widths (topsoit beyond rockbed}of:
29> 4:1 upslope ratio 13 ft. upstope berm
sa� 4:1 sidestope 18 ft. sideslope berms
3i� 4:1 downslope 24 ft. downslope berm
s2� Overall Dimensions: 10 ft. wide by 50.0 ft. long Rock bed
47 ft. wide by 86 ft. long Mound footprint
4" inspection pipe
18" cover on top
Upslope t�errn 13 �ownsto e berm 24
12"' couer on sades
_'.--''y��� ,.� ,A�4 '..,,� {6„���'caP&6"topso�l}
✓ Z.O C!�'t:S� ac�{TC� �l�t �`""``-,�
_ 1.� Q��3��i CO �iET3"ititi� _
Lirn�tin� Conditlor� �----_—�_._._____ ----
Absc�s- tion Width �a2o.o — ---- ---�-__
Nate:
For 0 t� i��slopes, Absarptfon aY'idth is measurecf from the Bedequatly in both directic�ns.
For slvpes >1�, Absorp�iv� tN',�dth is measured dcrv+nhill from the u�slape ec��e c�f the Bed.
33) Rock Bed:
10 ft. by 50.0 f�. by �inches under pipe, ptus 20%gives 17 yd'or"1.4= 24 ton
sa� Mound Sand: (note: volurne is based on 3:1/4:1 slope from top of rockbed, Exehange sand for toamy cap if desired)
42.0 up + 98.5 downslope + 19.2 ends+ 42.6 under rock= 243 ydj or*1.4= 340 ton
plus 20%
3s� Loamy�ap:
43 ft. by 82 ft. 6"deep, plus 20%gives 79 yd'or'1.4= 111 ton
36) �O�SOII:
47 ft. by 86 ft. 6"deep, plus 20%gives 90 yd'or*1.4= 126 ton
I hereby certify that I have compteted this work in accordance with atl applicable ordinances, rules and laws.
Martys E�ccavating 768 5/16/2013
Designer Signature Company license# Date
Instalter Summary
2000 gallon Septic tank(minimum) Tank options: Multiple tanks or compartment req'd
1000 gatton Dose tank (minimum) at 25.00 gpi
38 GPM C� 15 ft. of head, Pump required
b.2 inch swing on Demand float or 4.1 minutes ON time 8 �hours OFF time
1� inches from bottom of tank to"pump ON"float, ar 12 inches to"timer OM"ftoat
21 inches from bottom of tank to"Hi Level Alarm"float
30 ft, of 2.0 inch supply line with er�d€eed r�ani€old eoR�ee�ior�
(Tip: "top feed"manifold to control drainback)
24 inch, or 2,0 ft, Sand Lift Mound
18 ft. wide by 50.0 ft. long Rock bed
3 laterals 2.00 inch diameter 48.0 ft. long 3.0 ft. tateral spacing
1/4" inch perfs 3.0 ft. perforation spacing
No Effluent filter£t alarm
3 ctean out�C valve box assemblies
20.0 ft.Totat sand ABSORPTION width (sand beyond rockbed) (minimum)
0.0 ft. upslope and sideslope
10.0 ft. Downslope
Specific slope ratios give BERM widths (topsoil beyond rockbed)of:
4:1 upslope ratio 13 ft. upslope berm
4:1 sideslope 18 #t. sideslope berrr�s
4:1 downslope 24 ft. downslope berm
�4" inspecEian pipe
18" cover on tap
Upslt��e berm 13 Qowfnsfo e berin 24
, �— a,
12" cover on sides
f��"� �...� '''� _ (6"1c�amy c$p&6"topsoil)
- --"f f! 2.� �,�.�,.�°'�::�;. "M4'1 i�i{i 't i��_ l����,.,. " .
�`'�.,�
���`'`
y _ 1�0 C3epth to Limit�n� -
E.irrr��ting Canditiort "-----.—..._�___�—
Absorptian Width 20.0 -"'�--�-- _—_—.,_—__—_
fv�te:
For 0 ta 1�: slopes, �,6sarption �Nrd�t�i is m�asure�l from the 8edequatty in both �firections.
For slopes >1�, A�isr�rption t�4�'idth is measured downhitt from the upslope ed�e af the Bed
Rock Bed: 17 yd3 or"1.4= 24 ton 6 inches under pipe
Mound Sand: 243 Yd3 or"1.4= 340 ton catculation based on 3:1/4:1 slope from top of rockbed
Loamy Cap; 79 yd3 or"1.4= 111 ton 6"deep
Topsoit: 90 yd3 or"'�.4= i26 ton 6"deep
INSPECTOR CHECKLIST - mound
Jacob Mill Road Orono MN 55364
� WELL s�tbacics: 20'to pressure test�d se�ver line (5 psi for 15 min)
50'to everything 100'to dispersal area with shattow well
PROPERTY LINES setback: 10'to everythin�
Road setback: outer ditch, or 33'from center ofi township road, or 65'from center of cnty road
LAKE J BLUFF setback: 20'for bluff. Lakes: GD_, RD_, NE Protected wettand_.
Buiiding setbacks: 90'for everything, 2Q'for dispersat area.
WAT'ER LINE under pressure se 10'to bed,tank�sewer tine. (else sewer line> 12"below)
� Sewer line Et baffle.conn.ection (no 90's, 3'behnreen�5's, stope min ]"in 8', max 2"in 8')
(no depth req's, clean out every 100', Sch 40 D2665 or F891)
� Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping)
mfg 2000 gallons Multiple tanks or compartment req'd
Riser over outlet, riser over ir�{efi, 6"+inspection pipe over ar�y rert�ainit�g ba�fles.
No effluent fitter 8 alarm
Dose tank risers and piping (water tight, insulated, proper depth, drainback)
mfg 9000 gallons
� dose pump 38 gpm 15 head VERIFY PUMP CURVE 4.1 min ON 9 hr OFF
� ftoat se�tiflg d�op 6.2 inches
LABEL pump requirements and drawdown on riser or panel
�ar� to6k, w��p hQt�, su�ply tine ac��ss (no hard 9q, pipQs r�achable fr4m grade- 30")
suppiy pipe s[oped 9/8"+, supported by sch40 s[eeve, and buried 6"+.
splice box / control panet/etectricat connections
ftow measurement; CT, FfM, time dose.d,ho.me water me�er
8 mound rock dimensions 10 X 50.0
Sand lift depth 24 inches. (Jar test : 2"sand leaves< 1/8"silt after 30 min)
� Absorption Sand beyond rock 0.0 upslope 10.0 downslope
� Sermed topsoi!beyond rackbed 13 upslope 18 sideslope 24 dovmslope
� cover depth of 12-18"+ VERIFY
3 laterals (1-2'from ed�e of rock)
2.QQ inch pipe size
3.0 ft laterat spacing
8 1/4" inch perforations (smaller is ok)
3.0 €t pertora�ion spacing
Air intet�t end of lateral�, and at top feed manifold. VERIFY
clean outs (no hard 90's)
4"inspection pipe to bottom of rock, anchored VERIFY
Abandon existing system if necessary �Re-use existing tank certification
monitoring plan and type
w�.lt abandonment form if n�c�ssary
�ti�^,��t��,t„�� OSTP Design Summary Worksheet �-NIVERSITY .,,.��
Controi Agency - ,�
u ����,;,
__ OF.'�INNBSOTA ' �
P�OPer1.y Owner/Client: Kurt Carot Schmidt ��"�
ProjertlD:�v 12.08.06
Site Address: Jacob Mil!Road O�ono MN 55364
Date: 5/16/13
1. DESIGN FLOW AND TANK$
A. Design Flow: ��Galtons Per Day(GPD) Note: The estfmvted design ftow is considered o
peok f[ow rate
B. Septic Tnnks: inc(uding a safety factor.For(orrg term perforrnance, the averaqe
daily flow is recommended to be<�of this va(ue.
Minimum Code Required Septic Tank Capacity: 2000 Gattons,irt ���—'�Tanks or Compartments
_J
Recommended Septic Tank Capacity; 2000 Gatlons,in C—lTanks or Compartments
_1
Effluent Screen&Alarm? y�
C. Holding Tonks Onl y:
Number of Holding Tanks: �� Total Volume of Holding Tanks:��Gallons
Type of High Levet Alarm: D L V
D. Pump Tonk i Capacity: ��� Gatlons Pump Tank 2 Capacity:
'600 Gattons
2. SYSTEM TYPE
Type of$pil Treahnent and Dispersal Area* Type of Distridition"
O Tre�, O aea OO ri«,�a O At-c�de
��P �Holding Tanl Q p�y ���Y Distriaition 0 Preswre Distrlbution-Level �Pressure DistribuEi�on-Unleu�ei
'Selection Required Benchmark Elev= 1000 {t
System Type Benchmark Location: Top of hitt �
� ,� Type of Distribution Media:
�TYPe� �,?TYPe I� u TYPe III �TYPe N �TYPe V
3. SITE EVALUATION:
A• Depth to Limiting layer: 13 in 1.1 ft Elevation Ft Location of Limiting Layer: 95.3 ft
B• Minimum required separation:��in 0.2 ft l.ocation:
B. MeQwred Percent Land Slope: 6.0 % 0.0 Code Maximum Depth of System: 11 i�•
C. Soil Texture: Loam Perc Rate: 5.84 MPI •9f va(ue is n
egative a mound is required
D. Soit Hydraulic Loading Rate: 0.60 GPD/ftZ E.Contour Loading Rate 12.0 Gal/ft
4. DESIGN SUMMARY
firench Besign Summary
Dispersal Area�ftz Sidewatt Depth�;� Trench Width����
Total Lineal Feet��� Number of Trenches� Code Maximum Trench Depth���
Designers Max Trench Depth�9�
Bed Design Summary
Absorption Area��ft2 Media Betow PipeC��n Code Maximum Bed Depth�9n
Bed Width�ft Bed Length��ft Designers Max Bed Depth���
Mound Design Summary
Absorption AreaC�� ged I�qgth�,�—�ft Bed Width �� {�
� .d ��J
Absorption Width�� ft Clean Sand Lift(�—�ft germ Width (siope 0-1%)�ft
L_.�_J
Upstope Berm Width��ft Downslope Berm Width��ft Endslope Bertn Width�ft
Tota!System Length 5`�-� ft Total System Width�ft
lF�innesatapaFt�O� OSTP Design Summary Worksheet 1-NIVERSiTY
Car�troi Agen�y '- �'�i
OP��INNESOT.r1 � �, ���
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Properiy Owner/Client: Kurt Carol Schmidt ��''
ProjectiD:�v 12.08.06
Site Address; Jacob Mil!Road Orono MN 5536a
Date: 5/16/13
1. DESIGN FIOW AND TANKS
A. Design Flow: �Gallons Per Day(GPD) Note: Fhe esrimoted design flow is conside�ed Q
peak ftow rnte
B. Septic Tanks: including a safety fvctor.For(ong term performnnce,the averoge
dai(y ffow is recommended to be<(,p�of this value.
Minimum Code Required Septic Tank Capacity; 200p Gallons,in Z
��Tanks or Compartments
Recommended Septic Tank Capacity; 2000 Galtons,in �Tanks or Compartments
Effluent Screen 8 Atarm? y� �
C. Holding Tanks Only:
Number of Holding Tanks: �� Total Volume of Holding Tanks:��Gallons
Type of High Level Alarm: D L Y
D. Pump Tank 1 Capacity: �Galtons Pump Tank 2 Capacity: �Gatlons
2. SYSTEM TYPE
TYPe of Sal Treatment and Dispersal Area*
Type of DistriWtlipn*
O Trend, O eee OO riou� O At-crade
��P �Holding Tanl Q p� 0 G►aviLY Distribution 0 pressure Disd'1buEion-Level �Pressure DisO'ibiRiorfUnfevel
*Selection Required Benchmark Etev= t WO {�
System Type Benchmark Location:� Top of hilt
Q T�� L.'�. TYPe i� Ci TYPe��� �Type N 0 Type V Type of Distribution Media:
3. SITE EVALUATION:
A• Depth to Limiting Layer: 13 in 1.1 ft Elevation £t Location of Limiting Layer: 95.3 ft
B• Minimum required separation:�2 �in 0.2 ft Location:
B. Meawred Percent Lond Slope: 6.0 % 0.0 Code Maximum Depth of System: 11 9�•
C. Soil Texture: �—Loam —� Perc Rate: 5.84 MPf •if„au,e;s„
egative a mound is required
D. Soil Nydraulic Loading Rate: Q.60 GPD/ftZ E.Contour Loading Rate 12.0 Gat/ft
4. DESIGN SUAAMARY
�rench Design 4ummary
Dispersal Area�ftz Sidewall Depth��� Trench Width��n
Total Lineal Feet�—�ft Number of TrenchesC� Code Maxirnum Trertch Depth��9�
Designers Max Trench Depth���
Bed Design Summary
Absorption Area��ftz Media Below Pipe���n Code Maximum Bed Depth�9�
Bed Width��ft Bed Ler�th�ft Designers Max Bed Depth����
Mound Design Summary
Absorption AreaC�� Bed Ler�gth� ����ft Bed Width��ft
' 'd `�
Absorption Width�y� ft Clean Sand Lift�ft gertn yWdth (slope 0-1%)��ft
Upslape Bertn Width�ft po�s�ope gertn yyidth��ft Endslope Berm Width��{t
Totai System Length�ft Totat System Width�/1 1ft
L_=_L���J
Minnesota�ollution OSTP Design Summary Worksheet L-NIVERSITY ;� ,� �f�„µ;
Control Agencp OF`11NNESOTA _��'�".,....,`,�.,��..
At-Grade Design Summary
Absorption Bed Width�ft Absorption Bed Length�ft System Height�ft
Absorption Bed Area�� Upslope Berm Width�ft Downslope Bertn Width�ft
Endslope Berm Width�ft System Length�ft System Width��ft
Level Pressure Distribution Summary
No.of Perforated Laterals� Perforation Spacing�ft Perforation Diameter�in
Lateral Diameter�in Supply Pipe Diameter�in Minimum Dose Volume��8a�
Ftow Rate�GPM Total Head�ft Maximum Dose Volume�8at
5, Additional Info fw Type IV/Pretreatment Design
A. Calcetate the organic loading using option 1 or 2
1. Organic Looding =Pounds of BOD X!lnits
�lbs/day X � _ �lbs BOD/day
2. Organic Loadirn1 to Pretreatment LniY =Qesign Flow X Estimated BOD in mg/L in the effluent X 8.35=1,000,000
�gpd X �iT►g/L X 8.35=1,000>000= �lbs BOD/day
B. Fype of Pretreatment Unit Being InsWlled:
C. Calcutate Soit Trentment System Organic loading: lbs.BOD/day=Bottom Area =lbs/day/ft�
�lbs/day a �ftZ= �lbs/day/ft2
Comments/Special Design Consideratiorn:
I hereby certify that I have completed this work in accordance with all appticable ordinances,rules and taws.
��-.���j ' � ��� /- l6 -���j
i ner) ture) (license#) (Date>
UNIVERSITY OSTP Soit Observation Log . �, �: �, .
OF MINNESOTA Project io: v�2.os.o6 -,���. _
Client/ Address: Curt Carol Schmidt Legal Description/ GPS:
Soil parent material(s): (Check all that appky) ❑Outwash ❑Lacustrine ❑Loess ❑� Tfll ❑Ailuvium ❑Bedrock ❑Organic Matter
Landscape Position: (check one) ❑summit ❑shou�aer 0 sack/side s�ope ❑Foot s�oPe ❑roe s�ope Slope shape C L
Vegetation Grass Soil survey map units Slope% 6.0 Elevation: 9S6
Weather Conditions/Time of Day: Sunny Date 05/16/13
Observation #/Location: B 1 # Observation Type: Probe
Depth (in) Texture Rock �trix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) �""'""'"'Structure-----------t
Frag. % Shape Grade Consistence
, ' I � j �
I � � �
0-16 Loam 2/1 � ; � Blocky : Moderate ; Friable
i � ! I
;_ � � -- � I
____ _ ; ---__— — �- ---- ---- 1 -- --- ---- ---- a --- ------ ; ____ --- 1 -------_- - - -__ ___ __
� ,
16-24 i Clay Loam � 4/4 GLEY Depletions S1 � Prismatic Moderate Friable
i
__ _ _ _ _._ _. _._.___ _i________ ___._..__ _.._-- -----__ .___.__ __._.__ _-----_._ ._ __-- --...---' _---__ ___--------_ .. .__.... --___ ____ . __ -
� 4/3 GLEY Concentrations, S1 ( Prismatic � Moderate Friabte
24-30 � Silty Clay � le ed
� , S Y '
� � �
-____ _ ___I ___ _ �_ , -------- __ _i___-- ---- --- _- - ----- -- --- _--- .-__ _ - --- - ---- - --- i_---- __ __ -
�
�
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� � ; i , � i �
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____ ___�_ __ - _ � ----- ----- _t___ -- 4 ________ _- --- ,---- ---- ---- -__ _--__ __ _ ,- -_ __ -- -_ _ _
__
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; , i. � , � � �
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___ _._. , _ . �___ ___ _ --___ _----- - ..__ - ---� ____ _ _ . --- ---_._ _---- �----- -- --- ____.- ---- -____ ___ _____._._
� i-- - i � � i
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Comments redox at 19' red
1 hereby certif��"-"`-�•��ompleted this work in accordancti with all applicable ordinances,rules and laws.
� ��
:�� .� ` "—�� � °— �6_
{Designer) (Signature) License# (Date)
r..v vi�x>�n„�:i�..�-,���.. �:., :
Additional Soil Observation Logs � � ` � - �� �
ProjectlD: #REFI � f
,,,.�., �,,�-�
�
Client/ Address: Cur�Carol'Schmidt Legal Description/ GPS: �
Soil parent material(s): (Check all that apply) ❑outwash ❑Lacusthne ❑�cess �Tm ❑Alluvium ❑l3edrock ❑Organic Matter -
Landscape Position: (check one) ❑Summit ❑Shoulder �Back/Side Slope ❑Foot Slope ❑Toe Siope Slope shape C L
Vegetation grass Soil survey map units Slope% 6.0 Elevation: 9�.2
Weather Conditions/Time of Day: Sunny Date 05/16/13
Observation#/Location: B 2# Observation Type: Probe
Depth (in) Texture R�k Matrix Cotor(s) Mottle Cotor(s) Redox Kind(s) indicator(s) �`"""'Structure-----------I
Frag. % Shape Grade Consistence
0-11 Loam 10YR � Depl'etions Blocky � Moderate Friable
. ---._ -�-- ___-- _ __ -�--- -- _ _---- ---- ---- ----- ------- ---- -----_ ___--_ __--
___. __---
, !
11-15 ; Clay Loam � 10YR � 10YR j Deptetions S1 Blocky Moderate i Friable
----- --..._ _._.__-- __ ---- --- __ �_- --- _._ --- ---_ _..__
----- _ . __ _ _� ___ ___ __
15-34 � Ctay 4/3 10YR Gteyed � 51 Prismatic Weak ' Friable
------_ ____ - _ __ _ _.__ _._.. ---- _.._ __ ___ ____� --- --_. ___ __._ _---' __ _
--,--- — -__ _
1
i-- - i I I `
1 ___ ---.._ . .--- _ _ ___� ____. .._.__..._ ___ _
i
_..-- ._
____ ----- -- .
I , I
. 1 ---_ --- ----- ---� --...-- _ --__ __..__ __.._.. ----..
--- -- -- . --_ __ -- -- -- -__- -- -
-
- i 1
; �
-1-- -_ ---- -. --- , ; .
Comments redox at 13"red
Observation#/Location: B 3# Observation Type: Probe
Depth (in) Texture ROCk Matrix Color(s) Mottle Cotor(s) Redox Kind(s) Indicator(s) �`"'""'Structure-----------I
Frag. % Shape Grade Consistence
: �
0-14 , Loam 10YR I � Blocky � Moderate Friable
-- - _ ---- - ------ ----- --- _ ---- - --- 1__--- _-- - -- _ __,.-- _ ___---- ____- ----- ___ ___
}-- r-- ----- �- ----
14-18 � Clay Loam 10YR 2/1 Gteyed S1 Blocky � Moderate Friable
---- --. . . --_ ----_ ___.__ --------. - --- ---- -- _ ---- --- -- --- ---- ---- - � ----
18-32 : Clay Loam � 1UYR 4/4 Gteyed S1 Prismatic i Moderate Friable
---- _---- --- --- ...-
----- ---t------ ------ ----- _-- -- _.._ ----- —-_- ---
-- -- --- _. _
----- � I I
--- -I ----- -- --- -- ---i-- __ _- - - -- ._. ---- - -----..----- ------.. _- -1 --...- ----- -- -- ----- ----- � _ - __
�--- ,
_
------- -- -- -_ _' _ ____� ___ ___ ___ __ _-_ ______ _ - -_ _. . ___ � - - -_ ._� ---------, ----- -- � -- -__ _. __
1 � � : ;
_____ _______________l_____ ___ ____
Comments redox at 24" red grays
- PBRCOLATION TBST SHSBT -
Test hole location �y CiGt,�?r�,i;Q ! Hofe#� DaEe Eest hole was prepared:� �`'"1 � �
� o� ��
Depth of hole boEtom: � aZ. inches Diameter of hole: 6 inches �L-
Soil Data from test hole:
depth,inches s il texture: soil color
1 �" �d..Cf...�'1, 10 %/l' �� _
�.
Method of scratching sidewall: �7t�- 4�/�z ��15 Depth of pea size gravel in botEom of hole: � inches
Date and hour of initial wafer filling. �'�9 ��.�V Depth of initial water Eitlin�_���� above hole bottom
Method used to maintain 12"of waEer depth in hole€or 4 hours• ��/v� �i �r
Percolation test conducted by;a�G!iv� Pezcolation test stasted at�U-�� (aa /pm)-
—�J �i v
Mauimum water depth above hole bottom during test � � ��eS
INTERVAL WATER WATER W�►TER PERc RATE ConvefSiOnS
T7ME MINUTES DEPTH DROP QRaP CALCULATION
( ) (iraction) (decimal) 1116_.06
��''`02� START j°�'�� �J — �. '7 = S'...� 1(8_.13
- ------
, .� TIME ' DROP PERC A
/!�� --��--- --g-'`3-- ---------- -�'�-- CDccimal) 3h6c.19
12EFILL --���- c. �_ �,--,3 s C�•-S�B �I4-.ZS
lV; " --� --J,� �' ^ '7'TMS � DF20P P]ERC
� �--- �-- ---------- -----�--- <Dccimal) 51�6=.� '
��SZ�� RSFILL -�I��- � ` IS - �:S _ C� �O C 3IH:.�
J� �7 _� ___ ��'�_ � V TIME ' DROP PERG `'�.
- - -- - ,
---------- -------- CDecima
7116=.44
REFILL ________ _ _ D
TTME � DY20P PE32C 112_,5
-------- -------- ----- (Decimal)
REFILL -______- - E 9��6'.�
TZME DROP PERC
-------- -------- 518=.63
---------- ---------- Decimai
12EFILL - �
TIME � DROP= PERC 11116�.69
-______- ________ __________ __________ (De�imal)
G 314=.75
REFILL ________ '
TIME �� P�12C j�,f�6�,8�
-------- -------- ---------- ---------- CDecimal�
�i$=.�
REFILL ________ H
-------- -------- 7'IME DROP PERC ��,h16-,94
---------- ---------- <Decimal)
Ten Percent Calculation*
A,B,C g�C��
aargost o *�aa ese o rgest o rraallrsc o
x O_l0- x O_l0 =
rraallest o ms rst o
C,D,E D,E,F
arge�t o Yraa��rst#o Largesc#o rraatltsc#of F
x O_10= x O_10-
Yraallest o malirst o
E,F,G F,G,H
srgcsc o rsts est o argesc o mallcse a
� x 0.10= x O_l0=
ma lest o ma csc o
' ff the top number in each set of boxes is larger than the bottom number then take another reading_ If
the top number is equal or smaller than bottom number, average the three numbers for the perc rate_
- P�RCOLATI�N TBST SHBBT -
� �_� t3
TesE hoIe location •:J �h�,%„Q � Hote # •� Date Eest hole was prepared: ,
Depth of hole botEom: ��� 6
— inches Diameter of hole: inches �`
Soil Data from test hole:
depth,inches soil Eexture: soil color
��r� �,� !�//� 2�/
� .
Method oE scratching sidewall: � .2. Jl/i9�,�/S Depth of pea size gravei in bottom of hoIe: � �� inches
Date and hour of initial water filling. �r`�- ��==� Depth of initial water filling: ��''' above hole bottom
Method used to maintain 12"of waEer depEh in hole for 4 hours: �f�'C.n��� �'r� �j
PercoIation tesE conducted by; �?,7�,�� Percolafion test started atl'd�� (am/pm).
Maximum water depth above hole bottom during tesr jZ�� inches
INTERVAL WATER WATER WATER pERc RATE Convet5i0nS
TiME (MINUTES) DEPTH DROP DROP CALCULATIOh!
(iraction) (decimal) 1116-.06
IO.� START � � . � ��e_.�3
—�c [� -t-(]----- �� , -1-TS - D�= GpER� iq
lo_�l -l�Z____ ___LY�_ __________ _____�___ CDCCimal) 3116-.t9
REFILL !� �B �I4-.2S
--------
!� --�-�--- --�=�-- �. !7 rzME �n�o�� PERC 5/16=.31
----------
l�s�l REFILL _�r2El-- �5 — .'-�I _ [i�Y C 3IH=.�
I� -��--- --���-- �� � TZME ' DROP PERC `
---------- ---------- '"
REFILL ��16 '44
-------- • D
-------- --------
'T'TME DROP PERC 1�Z:,5
---------- CDccimal)
. REFILL ________ . E+ gI1B_.�
-------- -------- 'Y'TM� DROP PERC
-'---'---- - DecimaI
--------- �8=.
REFILL F
-------- TIMS D2ZOP PERC 11/16=.69
-------- -------- (Decimal)
---------- 314=.75
REFILL G
-------- — -
________ TTME ' DROP P�RC 13(�6-.5�
-------- �Duimal)
__________ __________
RHFILL __ ��$-'�
------ H
-------- ------- -riMs n�op- ���c 15116-.94
.� ---------- --------- <L7ecimal>
Ten Percent Calculation *
A,B,C B,C,D
aargnst o m�a es! o rg¢st o traallrsc o
rraallest o x O_l0- x 0.10 =
ma cst o
C,U,E O,E�F
argest a Yr.altese#o argcst 4t o eraalle�c tk o F
rr�a�lest o x O_10 = x O_l0 =
zr�allesi o
E,F,G F,G,H
argesc o ma rst o argcsc o ma� csc o. - `
rna Irst o x 0.10= ma cst o x O_l0 -
' If the top numbar in eacFi set of boxes is larger than the bottom number then take another reading. If
ttie top number is equai or smaliar than bottom number, average tFia thrae numbers for the perc rata_
- PBRCOLATION TBST SHBBT -
?est hoIe location S ��'t/yL!�r HoIe#� Date test hole was prepared: `� �9��3 ,
Depfh of hole botEom: f v��' inches Diameter of hole: b �� inches ��..
Soil DaEa from test hole:
depth,inches soil tezture: soil color
l a�� �-�- 1��.�z �/
Method of scratching sidewall: ,`Z�C 2. �t? . �S Depth of pea size gzavei in bottom of hole: -��� inches
Date and hovr of initial water filling. JF' �y"' rd,Z DDepth of initial svater fillin�1.7.��'`-Z�i above hole bottom
MeEhod used Eo maintain 12^of water depEh in hole€or 4 hours: L�7<<'c.�v� �/ l�
PercoIation test conducted by; ��"J���— Percolation test started at (am/pm).
Maximum water depEh above hole botEom during tesr �:Z�� inches
� INTERVAL WATER WATER WATER PERC RATE conversions
TIME (MINUTES) DEPTFi DROP DROP CALCULATIOT!
(iraction) (decimal) 1116c.06
�O^�� START __Z�__ �/ ! J _ � -� ��e_.�3
��G_J�.( ``� J.�-! �f! TZME ' D� 1�E12C A
� - --- - --- ---------- CDecimal) ��s=.j9
12EFILL __ 1t� _ 2�S � � ,� B ��Q=.25
,� ��- j-- J
�� ________ _ _�(,2_ � TZME ' DROP PERC
. -------_-- (Dacimal) 5116c.31 �
__________
��7 REFILL _�-�!�__ �S _ ;�,, �= 5�,7 C 3IH-.�
��L�. -------- _�'�-_ � ` � TI2vFE ' DROP PERG •�,
---------- ---------- -
o ima
REFILL 7��6 .�
-------- • D
-------- --------
TIME DROP FERC ��2-5
---------- �Docimal)
. REFILL -------- - �a 9I1Bc.�
-------- -------- 1"P.�SE DROP PERC
----------
---------- Decimai
8�.
REFILL F
-------- 'YZME DI20Pa PSY2C 11116-.69
-------- -------- ---------- CDecimal)
REF'TLL • G
3I4-.75
-------- — —
TIME ' DY20P PERC 1y�6-.8�
-_-_____ ________ (Dacimai)
---------- ----------
RBFILL
-------- x : �f8=.�
-------- -------- TZME DT20P PERC 15I�E1=.9Q
.' ---------- ---------- (Decimal�
Ten Percent Calculation*
A,B,C B,C,D
argoat o ma e-st o rgcst o rriallcsi o
mal�est o x O_l0= x O_l0 -
rraa �st o
C,D,E D,E,F
arge>c o zraa��rst i�t o argesc#o ra�a�lcyc if oF F
ma�lest o x O_10= x O_10 =
ma�lest o
E,F,G F,G,H
argcst o fsas c�t o argcs[ o ra�allrst o. `
x 0.10= x O_l0 =
ma Irst o rc.a cst o
� If the top number in aach set of boxes is targer than the boitom number then take another reading. if
tha top numbar is aqual or smaller than bottom number, average the three numbers for the perc rata.
L�TIVIVERSITY
aF �INNESOT�
Septic System M��.agenenient Pian
for Above Grade Sy�tems
The goal of a septic system is io protect human hea.Ith and the environment by properly treatin�
wastewater before return;�-� it to the environment. Your sept�ic system is desi�ed to kill harmful
organisms and remove pollutants befere the water is recycled back into our Iakes, strearis and
a oundwater.
This management plan w-ill icten�fy the operaiion aud maintenar�ce activities necessary to ensure long-
term performance of your sep*ic system_ Seme af �ese acti��ities must be perfor�ed by you, L'�e
horneowner. Other tasks must be performe& by a licensed septic maintainer or serviee provider.
�Iowever,it is YOUR responsibility to make sure a:l tasks get accomplished in a timeIy manner.
The University of Minnesota's Septic System Owner's Guide contains additional tips and
recommendations designed to extend the effe:.tive liie of your system and save you money over rime.
Proper septic system des�n,installation,operation and maintenance�axeans safe and clean water!
Property Owner /'( i>�l G�Z�v� S � �7 �'Yt ;� �
Properry Address �J r,�c��j � �` lf ��4 � c�6-o s,.e� Proper-ty ID
SystemDesi�er Marty ' s Excavating LLC Phone 952-657-2548
SystemInstailer Martity ' s Exeavating LLC Phone 952-657-2548
Service Provider/Maintainer M a i�t y ' s E x c�v a t i n g L L C Phone 9 5 2—6 5 7—2 5 4 8
Pet�2ittina Aufho�iTS' C i, � !j �f�U h-C� Phone �S'2.— ,2 y9' ��Ql>
Perr�it� Date Inspected
Keep this A.4anagement Plan with your Septc System Owner's Cri,�ide. "fhe Septic Syste� Ov�iner's G�ide
includes a folder designed to �a?d maintenance records �cluc3u;:g pu�ping, inspection and evaluation
reports. Ask yaur segtic professional to atso:
• Attach permit information,desigr�er�awin�s a�c�as-bui?ts ofy�ur s�stem,ii they are avaiiable.
• Keep copies of al�purnping:ecords and oth�r mainte�.ance a.nd repair invoices witl�this document_
• Review this documert with your maintenar:ce pzofessio�al at eaeh visit;diseuss any charz.ges in product
use,activities or waier-use appliances.
For a capy of the Septic System 4�v�er's Guide,cali 1-800-876-8636 or go to ht+p_i/shop.extension.umn.edw
ht-tp:i/s ep ti�o umn.�d�.
Version I 1iO3/20I0
- 1 -
Sep�ic Systen_�fcrraoerr�e�r�Zar.
L?V Iti EP.S�TY J���r�a�;o G�ade S:s�err�s
Q� '�`II?�?vESOT�
Your S�pti� S�stem
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� i 1� CvS2iP.?S Sii�JzC`_C O_zS27:i�}"3e2?SII�''` �
i System Type:��s I���1�I�"`C`' :1�? Syste��e5 I:V C�S�li reCrOi i�?�''`
� �_ '
! (Based on i�L'v�v.les Cha�ie� ?C�sG.2�GG—2'GO% : T��-pe o:�dv��ce��eaa�er��aa�t i
� i -'��iiionai%v.far.age�enil�lan-reg-�:=�2d
` ��'e����I3Si:uCfl�ii ;
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; Systerc capaci��i des:��=:�ti�'(�p`;: G�f� j ;C�:e4���!_ C�L�e.epu.. ;
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White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED
ADDRESS � � �A CC�� � YI/�% � �
OWNER TELEPHONE NO.
CONTRACTOR �`'� ��� 'S �x��� '
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y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP � PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v '❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL � SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATIOWREMOVAL
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952) 249-4600
OwnedContractor on site:
Inspector.
White Copyllnspector's File Canary Copy/Site Notice