HomeMy WebLinkAbout2015-00626 - Septic CITY OF ORONO * Z 0 1 5 — 0 0 6 2 6 *
� 2750 KELLEY PARKWAY DATE [SSUED: 07/08/2015
' ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 801 FERNDALE RD N
PIN : 36-118-23-11-0027
LEGAL DESC : LYDIARD HILLS
: LOT 002 BLOCK 001
PERM[T TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM)
ACTIVITY : OTHER-SEPTIC
NOTE: PRESSURE BED SYSTEM- 1500 S.F.
(2)PRECAST CONCRETG TANKS 1300 GALLON
(I)PRECAS"[�CONCRE'1'F_,TANK- 1500 GALLON
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
TOTAL 400.00
KOTHRADE SEWER& WATER Payment(s)
12059 WHITETAIL AVENUE CHECK 19455 400.00
HANOVER, MN 55341
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Minnesota State License#: SW-192 MPCA
OWNER
DI' BACCO, SHERRY
801 FERNDALE RD N
WAYZATA, MN 55391-
AGREEMENT AND SWORN STATEMEIYT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable Ciry 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 construc[ion 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 Wi t tate Building Code.This permit may be
revoked at a time for d s � ��j /
� � c �� � � �- `
��- �i �_ A � �_ �_�- ����' � / �d / � __�
Applicant Permitee Signature Date Issued By Signa ure Date
, '4
. �
I �
�O� City of Orono �� FOR CITY USE ONLY
O P.O.Box 66
2750 Kelley Parkway Date Received: Permit# Z%�6OGZL
i Crystal Bay,MN 55323 N�
(952)249-4600 Amount: $ . c�v
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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 Oificial)
Job�����_� `"'"e�"J,nformation:
_ .
Site Address: �` �� � `L (�`� �C� ���
` , _
Owner: �;� 1, � Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
' Contractor 1Applicant Information: _ ,
pp.: �� ' � . V`t� . Contact Person: �,�,
Contractor/A �( ;�i��`V1 f� s` �",.�.i� `�
Address: ►2�'��� �e�'1,�� :� �l V �,t�1 State License #: ����(a',��2.
, ��. !�
City: �% Zip: � Expiration Date:
Phone: _ ��;��'z� ,�1�� , �J�-�� Alternate Phone: �(�3•��G,�"l n l}
� ' ' TYPES OF OCCUPANCY -�°�,
, � _: . � � =�
, � � � __
_:
a -.} �
� Residential ❑ Commercial ❑ Other
��� 9 k.�t�. . �, PERMIT'TYPE AND`FEES` �-.�,�:�;�;��� � >� �� 3 � -
� -
New or Replacement System $400.00
�f�U �
r
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge 5.00 5.00
�a
Total $ ,�j
1 /2
CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
I GENERAL INSTRUCTIONS
1. Apptications 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.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
3 / 2
**ATfENTION APPLICANT**
Fill in all a ro riate bianks and check all a ro riate boxes.
I will be installing the following:
Tanks
�] Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
Qist manufacturer)
��
Number of Tanks: _�J
Size of Tanks: �
Treatment System
Trenches s.f.
�.� - 1 tr` `•..�,;�
� �� C%(.' S.f.
��.��k��
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 MinnesqCa and certifies that all statements made on this
application are complete, true and cq��i�'ef: -
' '�,' r
Signature of Applicant ������--��L`--'�--�-�-- Date: �7 -� � �-�
--___ _
.F-
�l;i ,\
MPCA License No.: ��;' `-_
Staff Review: �, Accept ❑ Denied
Reviewer: � Date: Z �
Reason for Denial:
Comments (to be printed on inspection card):
2 / 2
�� S-P TESTING, INC. Steven B.Schirmers•MPCA Cert.No.827
' 951 Katydid Lan�NE•St.Michaei,MN 55376•(763)497-3566
FAX(763)497-5011
State License#394
October 3, 2013 ��V'�� ����
Ashish Agrawal ���,
John Adams Realtor 842-269-9438
809 �erndale Rd. N -
Orono,Mn
This site has an existing on-site sewage treahnent system which has been classified as
non-compliant by others. The existing tanks rrmy be used upon a Tank Irrtegrity report
passing by a ticensed pumper. If the:tanks cannot be used,they will need to be
�ab oned, pum &filled with soi("8��:.tank abandonment report comple�ed&a new •
alton�allon tanks wiN need to be installed. ,yn y/S t G �an j���'�-����`'�`���
� K �rc e�rsf%�f faKkf ,' �' _ mm��
7his site has very limited space for placing a new system due to�fill&cnmpacted soiE. R I'� GD v'd d'�C!2 d
The only area available for a system is south of the house along the south property
tine. A Standard system under Minnesota Chapter 7080 rufes cannot be insta{led. 7he
praposal is to install an Other System under Minnesota Chapter 7080.0178(Type 111)
rules for a Type 1,five bedroom home.
Soil boring#3 has 54"of fill,compacted soil 8�boring#4 has 36"of fill compacted soil. r
The proposal is to remove the fill soil , roughen up the bottom a minimum of 12"&
backfill with washed sand to elev.105.5&place a pressurized seepage bed sized for
loam soil, .5 gal/sq.ft.= 1500sq.ft.
All property lines wilE�eed to be located prior to installation.
Inspect9on pipes witl need to be installed to the bottom of the sand fill and bottom of the
rock bed.
A 1500 gallon pumping chamber will need to be installed with a 6mer&the aiarrn float
set at 50%capacity which will pressurize the�eepage bed. 7he 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
t -:� .. . _ . _ is in case of a pump failure. ^ � �
! . _._ .. .. . i` �x ��J� �' �"e.st fi�r'c �.�
,±
crrY oF oRONo , 15a� �u"�� `�""�
SEPTIC PE IT PLA �EW
INSPECT R
DATE �- � RMIT NO. 2 ZOl�=^t�0(�L-Co �a�.�� �� � v-
APP : . TF.D
� APPROVFA�VITH CORR6C TtON5 AS NOTFD � �� � �� ��
: ��,J NOT APPROVED-CORRF.CT&,RF.S(:H�1IT 5
� Thcsc commcnts arc for your infonnation. All work shxll hc done (� �
� in full compliancc with uU upplicablc+cptic und zonin� cudc � �j /��'e� I/��� '��'Q��
j Rcquiremcnts including itcros not spccificully notcd i�i������ �'�� ���� / � �
�• KCEP THfS PLAN SC:T Oh SITC AT ALL"I I�11iS �� �/Z��
' p�AN CHECKED BY �
�►':aK.«.�+..,� ..r__.�.......... .�.�+-.w.l... ,.... ._�___.. _._._....w:��«i3'��..r"'r..'°.'','K".,y
If the tanks have less than 2'of cover,the lids, risers 8�maintenance hole covers must '
be insulatsd to a value of R10. �
Cleanouts for each lateral must be installed&be accessible from finish grade in an
irrigation box with a ball valve.
The Mitigation Plan is If hydrautic overloading would occur,the amount of effluent can
be reduced to the system. The effluent would need to be hauled off site. A pre-_
treatment aerobic tank with positive filtration co e added to pre-treat the effluent
going to the system., a X yl�`t' N�1�•ZT Ccv�� �� -. -��/
/ �.
A water meter or everrt counter will need to be installed to monitor daily water use. The
homeowner is responsible for the water meter readings.
All neighboring wells are(ocated greater than 100'away ftom the proposed treatment
area.
The tanks need to be pumped every 2 years.
System inspected for wet areas by owner&or Inspector as determined by the local unit
of govemment.
My other requirements as determined by the local unit of govemment
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.
Nothing other than human waste,toilet fissue,laundry,showers,water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Recommend to divert the water softner also. Garbage disposals are not
recommended,due to adding more solids&fine solids passing through to the system.
Excessive arr�unts of soaps, anti-bacterial soaps,cleaning agents,shower clea�ers
used every shower&chtorine agents may kill the bacteria needed to treat septic
effl ent. Add�itives are not recommended.
Ste"ven B. S�himie s� .
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� 2011 purplecode Pressure Bed Design
www.SepGcResource.com (vers 12.8)
Property Owner: John Adams Date: 10/4/2013
Site Address: 801 Ferndale Rd.N.,Orono PID:
Comments:
instructions: �=site specific input 0=adjust if desired � =self-calculated(DO NOT ADJUST)
p �5 bedroom Type �I Residentiat System
z> 750 GPD design flow
s> No Garbage disposal or pumped to septic � `��
2 existing 1300 allon tanks
> 25� Gal Septic tank(code minimum) 2500 Gal Septic tank(design size/LUG req'd)
an options: . -- none
s� 0.50 GPD/ft�Soil Loading Rate 1500 ftt bed(code minimum) 1500 ftZ(design size/LUG req'd)
(must match soil boring[og)
s� 13.0 ft desired bed width, leads to a 115.4 ft bed length
(ZS'maximum)
� 3.0 f[lateral spactng 3.0 ft perforation spacing (maxim�n 3 for both)
middle feed manifold connection
8) �8 laterals 56.7 feet long 19.0 perts/lateral 152 perfs total
(1/2 perf ineans the first perf starts at the middle feed manifold)
} 3/16 inch perfs a[ �1 feet residual head qives 0.42 gpm flow rate per perforetfon
( if bed has>7'of cover,increase resldual head for cleanout req i)
for this perf size&spacing,&pipe size on line 12,max perfs/lateral= �,line#8 must be less-->
io� 4.0 doses per day (4 minimum)
i i� 188 gallons per dose (treatment volume)
i2) 1.25 inch diameter laterals(or smaller)will meet"5x pipe volume"
1.25 inch diameter laterats(or smaller)must be used to meet"4x pipe volume"requirement
1.50 inch diameter laterats(or smalter)will meet"3x pipe volume"
is) 75 feet of 2.0 inch supply line leads to 13 gallons of drafnback volume
(Tip:"top feed" manifold to control the drainback)
ia� 201 gallons TOTAL pump out volume(treaYment�drainback)
�s) 15 feet vertical lift from pump to dispersal area, leads to a
ie> �GPM @ 30 feet of head, Purnp requirement
(>50 gpm may require additional 3-6'head allowance for discharge assy)
i7� 1500 gal Dose tank(code minimum) 1500 gal Dose tank(design size/LUG req'd) at 12.00 gpi
is� 16.8 inch swing on Demand float, or Timed dosing of 3.1 min ON (confirm pump ra[e with drawdown
(to deliver Average flow, 66%of Peak design flow) 9 hr�OFF test and adjust as necessary)
i9) 12 inches from bottom of tank to"pump OFF"float
20) 29 inches from bottom of tank to"pump ON'float,or 12 inches to"timer ON"float if time dosed
2i> 32 inches from bottom of tank to"Hi Level"fEoat,or 42 inches to"Hi Level"float tf time dosed
zz� 1116 galtons reserve capacity (after High Level Aiarm is activated)
zs� 72 inches, or 6.00 ft.to Redox or other limiting condition (This must match the soil boring log)
Treatment zorce contains�0 inches of 0%soil credit,and �0 inches of 5Q%soil credit
tn� 36 inches, or 3.00 ft.of vertical separation required
leads to bottom of rock no more than: bottom elevation 105.5
251 30 inches,or 2.5 ft. 8elow existing grade CRITICAL FOR FUTURE CERTIFIGATIONSII l
18"to 30"below grade
zb� 12 inches of rock below the pipe
2 inches of rock to cover the pipe
i� Overall Dimensions: 13.0 ft.wide by 115.4 ft. long Pressure Bed
2s� Rak Bed matertals
13 ft.by 115.4 ft. by 14 inches total, plus 20%gives 78 yd3 or'1.4= 109 ton
I hereby certify that I have completed this work in accordance with all applicable ordinances,rutes and laws.
���• ��t�--- S�-����1.5,� 3�►y 10/4/2013
Designer Sigrtature Company Licenseft Date
,�
. ` installer Summary
2500 gallon Septic tank(minimum) Tank options: none
1500 gallon Dose tank(minimum) at 12.00 gpi
64 GPM B 30 ft.of head, Pump required
16.8 inch swing on Demand float or 3.1 minutes ON time& O9 hours OFF time
29 inches from bottom of tank to"pump ON"float,or 12 inches to'timer ON"float
32 inches from bottom of tank to"Hi Level Alarm"float
75 ft.of 2.0 inch supply line with middle feed manffold connectlon
�8 laterals 1.25 inch diameter 56.7 feet long 3.0 ft lateral spacing
3/16 inch perfs 3.0 ft perforatton spacing
No Effluent fiiter&alarm
8 dean ottt£c valve box assembly
Pressure Bed:
13.0 ft.wide by 115.4 ft. Long
Bottom of rock no more than:
30 inches,or 2.5 ft. Below existing grade
12 inches of rock below the pipe
Overall Dimensions: 13 ft.wide by 115.4 ft. long Pressure Bed
Rock Bed materials: 78 yd'or•1.4= 109 ton
INSPECTOR CHECKLI57 - Pressure bed
801 Ferndate Rd.N.,Orono
� WELL setbacks: 20'to pressure tested sewer line (5 Asi for 15 min)
50'to everything 100'to dispenat area with shaltow well
PROPERTY LINES saback: 10'to every[hing
Road secback: outer ditch,or 33'from center of township road,or 65'from center of cnty road
LAKE/BLUFF setback: 24'for bluff. Lakes:GD�,RD_,NE_. Protected wetland;
Building sabacks: 10'for everything, 20'for dispersal area.
WATER LINE under pressure se 10'to bed,tank 8 sewer line. (else sewer line>12"below)
� Sewer tine&baffle connection (no 90's, 3'between 45's,min slope 1'in 8',max 2'in 8')
(no depth req's, dean out every 100', Sch 40 D2665 or F891)
� Septic tank and risers (water tight,insulated,proper dep[h,existing verified by pumping�
mfg 2500 gallons none
� Riser over outlet, riser over inlet, 6"+inspection pipe over any remaining baffles.
� No effluent filter 8 alarm
� Dose tank risers and piping (water tight,insulated,proper depth,drainback)
mfg 1500 galtons
� dose pump 64 gpm 30 head VERIFY PUMP CURVE 3.1 min ON 9 hr OFF
� ftoat setting drop 16.8 inches
LABEL pump requirements and drawdown on riser or panel
� Cam lock, weep hole, supply line access {no hard 90,pipes reachable from grade-30")
� supply pipe sloped t/8"+, wppor[ed by sch40 sleeve, and buried 6"+.
8 splice box/controt panel/electrical connections
flow measurement:CT,ETM,time dosed,home water meter
� Beddimensions 13 X ti5.4
� Rock depth below pipe 12 inches
� Rock bottom elevation 30.0 inches from Grade to bottom of rock(max)
� cover depth of 12"+ VERIFY
8 taterals (1-2'from edge of rock)
1.25 inth pipe size
3.0 ft lateralspacing
� 3/16 fnch perforations (smaller is ok)
� 3.0 ft perforation spacing
Air inlet at end of tate�als, and at top feed manifold. VERIFY
clean outs (deep bed 2'of head) (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[ype
well abandonment form if necessary
� � OSTP Percolation Data Sheet UNIVERSITY
OF MINNESOTA '---�
1.Contact Information Pro ect ID: v 12.07.24
Property Owner/Client: John Adams-Ashish Agrawal
Address: 801 Femdale Rd.N.,Orono,MN
enera ercolation Information
Diameter�� in Date prepared and/or soaked: 10/1/13
Method of scratching sidewall: knife
Is pre•soak required"? es "Noi required�n sandy soils
Soak'start time: 1:00 AM Soak'end 9:�� 8:00 hrs of soak
time:
Method to maSntain 12 in of water during soak automatic si hor�
erco at on Test Data
Test hote: /�'1 Location:
Date reading taken: 10/2/13 Elevation: , 108
Starting time: �] Depth": 24 inches
Soil texture descri tion:
Depth{in) Soil Texture '"12 lnches for mounds&at-grades,
0-10 loam depth of absorption area for trenches&
10-24 san loam beds
Reading Start Time End Time �Start Reading� End Reading Perc rate %Difference Pa�
(in) (in) (mpi) Last 3 Rates �
1 1:30 AAh 1:45 AM 6.00 1.87 3.6 NA NA
2 1:48 AM 2:03 AM 6.00 2.12 3.9 NA NA
; 2:04 AM 2:19 AM 6.00 2.50 4.3 15.3 No
4 2:23 AM 2:38 AM 6.00 2.50 4.3 9.8 Yes
5
Chosen Percolation Rate for Test Hole�It 4.3 mpi
Additional percolation test data may be inUuded on attached pages
Design Percolation Rate(maximum of atl tests)= 4.30 mpi
I he certify ihat i have completed this�r[ork In acoordance wlth alt applicable ordina�ces,rukes and laws.
���f..�.+�c�..�n���� �`�.-. � ,� ��`'� l 0-3-i 3
r -�-----
Desi ner 51 nature License Date
Additional Percolation Data UNIVERSITY ,
OF MINNESOTA `-J`� ,
ProjectlD:
Test hole: tl2 Locaiton:
�� 108
Starting time: 1:31 AM Depth"`: 2A inches
Soiltexture descri tion: "12 fn.for mounds&at-grades,
Depth(in) Soil Texture depth oj ebsorption area for trenches
0•8 loam and beds
8-16 sand loam '
16-24 loam sand
Start End Reading i Perc rate %Difference
Reading Start Time End Time Readin in �E in m i Last 3 Rates I Pass
t 1:31 AM 1:46 AM 6.00 2.25 4.0 NA NA
2 i 1:47 AM 2:02 AM i 6.00 2.37 4.1 NA NA
3 2:05 AM 2:20 AM 6.00 2.50 4.3 6.7 Yes
4 2:22 AM 2:37 AM 6.00 2.50 4.3 3.6 Yes
5
Chosen Percolation Rate for Test Hole#2 4.3 mpi
Test hole: t13 Location:
Date reading taken:� Elevation:
Starting time:0 Depth": �inches
"12 in.for mounds&at-grades,
Soil texture description: depth of absorption area for trenches
and beds
Depth(in) Soil Texture
Start End Reading , Perc rate '%Difference
Reading � Start Time I End Time �, Reading(in) (in) (mpi) Last 3 Rates ; Pass
� NA NA
2 NA NA
3 '
�
Chosen Percolation Rate for Test Hole tl3 m i
UNIVERSITY pSTP Soil Observation Log
OF MINNESOTA Project ID: v t2.o7Z4 ���:�-
Ctient/Address: Adams-Agrawal,801 Ferndale Rd.N.Orono Legal Description/GPS:
Soil parent maierial(s):(Check all that apply) ❑ �� ❑ �� ❑ � � rp ❑ aiwe,m ❑ Bedradc ❑ aya,ic Mamer
Landscape Position:(check one) � �"TM'�� ❑ �'� ❑ �Is�de Slope ❑ roac slope ❑ rce 9ope Slope shape VL
Vegetation wooded Soil wrvey map units HcD2 Slope% Elevdtion:
eather Conditions/Time of Day: clear 10:3Uam Date 10/01/13
Observation#/Location: #1 Observation Type: Auger
De th in Texture R�k Matrix Color s Mottle Color s Redox Kind s Indicator s I------Strudure---------I
P ( � Frag.9K � � � � ( � � � Shape Grade Consistence
0-10 loam tOYR 3/3 Granular Weak Friable
10-14 sandy loam 10YR 4/2 Granular Weak Friable
14•28 sandy loam 10YR 5/6 Granu(ar Weak Friabte
28-38 loamy sand <35% 10YR 5/6 Single grain Loose
38-70 sand <35% 10YR 6/4 Single grain Loose
70•78 loam 10YR 6/4 Prismatic Weak Friable
Gomments
I hereby ce�tify that I have completed this work in dance with ali applicable ordinances,rules and iaws.
�{�u.u�.��d�►V�S �.°[i— �- � �ci�� R� -3-��
(Designer) (Signature Lkense# (Date)
„.o w:.�r�..,,...
Additional Soil Observation Logs SF""”" -
THsnrn�mr.�T
Project ID: AR�aR^°^ �y.,'"Z
Client/Address: Adams-Agrawal,801 Ferndale Rd.N.Orono Legat Description/GPS:
Soil parent material(s): (Check all that apply) ❑ artv+ash ❑ I.aa��ine ❑ �s � � ❑ awvium ❑ sedrodc ❑ Organfc Mat�
Landscape Positlon:(chxk one) � �m�t ❑ � � ���e S�ope � F°°t S�°pe ❑ Tce 5�°pe Slope shape ��
Veqetation wnoded Soil wrvey map units Hc62 Slope% Elevation: ��
Weather Conditions/Time of Day: dear 70:30 am Date 10/01/13
Observation#/Location: #2 Observation Type: Auger
�-------Structurr---------I
Depth(in) Texture Ff ag k% MatrUc Color(sy Mottle Color(s) Redox Kind(s) Indicator(s) Shape Grade Consistence
p_g ��m tOYR 3/3 Granular Weak Friable
8-16 sandy loam 10YR 4/3 Granular Weak Friable
16-38 loamy sand <35% tOYR 5/6 51rn31e grain Fria6le
38•72 loam 10YR 6/4 P�smatic Weak Friable
Comments
Observation#/Location: Il3 elev.107.6 Observation Type: Auger
I--------Structure----------i
Depth(in) Texture Ff ag k% Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) Shape Grade Consistence
0•54 Fill Soil _
54-58 loam 10YR 3/3 Prismatic Weak Friable
gg.64 ��m tOYR 5/3 Prismatic Weak Friable
64-70 loam tOYR 5/6 Prismatic Weak Friable
70-78 clay loam 10YR 5/6 Prismatic Naderate Firm
Comments�pmpacted to 54'•original soil not compacted
UNIVERSITY OSTP Soil Observation Log
OF MINNESOTA Project ID: v 12.07.24 �'�'�;-
Client/Address: Adams-Agrawal,801 Ferndale Rd.N.Orono Legal Description/GPS:
Soil parent material(s): (Check all that apply) ❑ outwash ❑ Lacustr6,e ❑ t,oass � rAI ❑ a�wwm ❑ eedrodc ❑ orgartic Matter
Landscape Pos9tion: (check one) � �mm� ❑ Shoulder ❑ sadc/Slde Slope ❑ Foa Sbpe ❑ rce Slope Slope shape VL
Vegetation wooded Soil survey map units Hc62 Slope:K Elevation: 107.4
Weather Conditions/Time of Day: clear 10:30am Date 70/01l13
Observation#/loca[ion: #4 Observation Type: Auger
1--------Structure----------I
Depth(in) Texture Fra�k% Matrix Color(s) Mottle Color(s) Redox Kind�s) Indicator�s) Shape Grade Consiste�ce
0-36 Fill Soil
36-42 loam 10YR 3/3 Granular Weak Friable
42-48 loam 10YR 5/3 Granular Weak Friabte
48•74 loam tOYR 5/6 Granular Weak Friable
Gomments
I hereby certify that I have completed this work in accordance with all applicaWe ordinances,rules and laws.
S"��.,�c.�:,d r,�� ��... � —��-- ��*� �p�_�
(Designer) (Signaiure) License# (Date)
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Autl�IgoID:�5�CO2Al.FAE1�3CCA31A�73B05807FB2
UNIVERSITY �
�P MINNESOTA
,.
Septic System Management Plan
for Above Grade Systema
The goal of a sepdc systean is to protect human health and the enviror�ment by properly treating
westewater befora retiuning it to the environment. Your septic system is desi�ed to ldll harmful
organisms and remove pollutants before the water is recycled back into our lakes� s�eams and
groundwater.
This mnnagement plan will ide�ify the operaiion and maintenance activiHes n�ary to ensure long-
term performance of your septic system. Some of these acrivities must be performed by you, �e
homeowtter. Other tasks must be performed by a licec�sed septic maintainer or service provider.
Howcver,it is YOUR responsibility to make sure all tasks get accomplished in a timely manner.
The University of Minnesota's Septic System Owner's Guide contains additional tips and
racommendations designed to extend the effective life of yoiu system and save you money over time.
Proper septic sys[enr dest�,n,installa�on,operano�e and nrainteqance ntea�s safe aied cleaie water!
Property Owner � G
Property Address 801 Femdale Road �o�y m
System Designer Steven Schirmers Phone 763-497-3566
sys�m�9tauer Kothrade Sewer & Water Phone 763-4988702
Service Provider/Maintainer Phone
Permitting Authoriry CI�I Of OI'0110 Phone 952-249-4600
P�,mit# 209 5-00626 Da�e�p�a 6/15
Kcep this Management Plan with your Septic Systeni Owner's Guide.The Septic Syste�n Owner's Guide
includes a folder desi�ed to hold maintenance records including pumping, inspection end evaluateon
reports. Ask your septic professional to also:
• Attach permit information,designer drawings and as-builts of your system,if they are available.
• Keep copies of all pimmping records and other malntenance and repair invoices with ihis document.
• Review this document with your maintenance professional at each visit;discuss any changes in product
use,activities or water-use appliances.
For a copy of ihe Septic S�+stem Owner's Gurde,call 1-800-876-8636 or go to httpJ/shop.extension.umn.edu/
http://septic.umn.edu
v�ion i iio3noto
- � -
AvthenUalgnID:153CO2A8-FAE1�d3LC•931A<77805807F82 , •
UN I VERS iTY �Ptic Syste�n Management Plan "�'
for Above Grade Systems
�F MTNNE50TA
Your Septic System �,�
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Septic System Spccifics
�O O O *O * ❑ System is subject to opezating permit+
System Type: II • III IV V
� Systcm uses UV disinfection unii*
(Based on MNRules Chapter 7080.2200—2400) Type of advanced treatment unit
"`.4dditinna!Management Plun reguired
Dwetling Type Well Construction
Number of bedrooms: 5 8��� Well depth(ft}:
System capacity/design flow(gpd): 750 �Cased well Casing depth:
Anticipated average daily flow(gpd): �� �Other(specify):
, Comments 4 doses per day Distance from septic(ft):�10d'
Business? What type? Is the well on the design drawing7OY O N
Septic Tank
� One tank Tank vulume: �300 gallons � Pump Tank 15� gallons
Dces tank have two compartments?�Y QN a Effluent Pump moke%rrodel:
� Two tanks Tank volume: 1300 gallons Pump capacity � GPM
o Tank is constructed of TDH 30 Feet of head
Ef�luent Screen type: ❑ Alarm location In House
Soii Treatment Area{STA)
MoundlAt-Grade area(width x length): 13 ft a��s a ft � Cleanouts or inspection ports
Rock bed size(width x length): 13 ft x 11�'jft Surface water diversions
Location of addirional STA: Additional STA not available
- � -
Auth�ntlelpnlD:15)CO2AB•FAEI�3CC-93/A173805807FB2
�TNIVERS ITY Septic System Managernent Plan "�'
for Above Grade Systems
OF MINNESOTA
��
Hameowner Management Tasks
These opercrtion and mui�tenance activrties �e your responsibility. Use 1he chart on page 6 to track
your acrrviries.
Identify the service intervals recommended by your system designer and yo�local governmem.
The tank assessment for your system will be the shortest interval of these three intervals. Your
pumper/maintainer will dctermine if your tank needs to be pumped.
� _ .—._ ---
System Designer: check every months I
Loca!Goverrsment: check every 12 m�� I My tank needs to be checked �
State Requirement: check every�`mon� ! every 24 months�
Seagonally or several times per year
• Leaks.Check(iisten,look)for leaks in toilets and drippictg faucets. Repair lealcs promptly.
• S�vfacing sewage. Regularly check for wet or spangy soil around your soil treatment area. If'
surfaced sewage or strong odors are not corrected by pumping the tank or fixing broken caps,call
your service professional. Untreated sewage may make humans and�rmals sick
• Alarms. Alarms signal when there is a problem; contact your maintainer any time the alarm
signals.
• Lint frlter. If you have a lint filter, check for lint buildup and clean when necessary. Consider
adding one after washing machine.
• E,,�Tuent screen. If you do not have one, consider having one added the next time the tarilc is
cleened.
Annual[y
• Water usage rate. A water meter can be used to monitor your average daily water�se. Compare
your water usage rate to the design flow of your system(listed on the next page). Contact your
septic professional if your average daily flow over the course of a month exceeds 70°/a of the
design flow for your system.
• Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least
every fall.Fix or replace damaged caps before winter to help prevent freezing issues.
• Water conditioning devices. See Page 5 for a list of devices.When possible,program the recharge
frequency besed on water demand(gallorrs) rather than time (dcrys). Recharging too frequently
may negatively impact your septic system.
• Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any
major changes with your pumpedmaintainer.
Daring each visit by a pumper/mainteiner
• Ask if your pumper/maintainer is licensed in Minnesota.
• Make sure that your pumper/maintainer services the tank through the manhole. (NOT though a 4"
or 6"diameter inspection port.)
• Ask your pumper/maintainer to accomplish the tasks listed on the Professionai Tasks on Page 4.
-3
AuthantlslgnlD:d53CO2A8•FAE1-43CC•931A-�7JBOSB07FB2 , •
€,JNIVERSITY Septic System Management Plar1 '''� _� �
for Above Grade Systems
OF MINNESOTA
�_�.�.
Professional Management Tasks
These are the operation and mainlenance activities that a psonper/marntainer performs to help enswe
long-term perfor►nance of yow system. Prafessionals should refer to the O/M Manuat for detailed
checklists for tan�Es,pumps,alarms and other coraponents. Ca11800-321-864Z far more details.
• Written record provided to homeowner after each visit.
Plumbing/Soarce of Wastewater
• Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss sny changes in
water use and the impact those changes may have an the septic system.
• Review water usage rates(if available)with homeowner.
Septic Tanlc/Pnmp Tanks
• Manhole lid. A riser is recommended if the lid is not accessible from the ground surface.Insulate
the riser cover for frost protection.
• Liquid level.Check to make sure the tanlc is not lea3cing.The liquid level shoufd be level with the
bottom of the outlet pipe.(If the water level is below the bottom of the outlet pipe, the tank may
not be watertight If the water level is higher than the bottom of the outlet pipe of ihe tank, tEie
ef�luent screen may need cleaning,or there may be ponding in the drainfield_)
• brspection prpes.Replace damaged caps.
. Ba„B`les. Check to make sure they are in place and attached, and that inledoutlet baffles are clear
of buildup or obstrucrions.
• E.,Biuent screen. Check to make sure it is in place; clean per manufacturer recommendation.
Recommend retrofitted installation if one is not present.
• Alarm.Verify that the alarm works.
• Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank,
pump if needed.
Pump
. Pump and controls. Check to make sure the pump and controls are operating correcdy.
• Pwnp vault Check to mske sure it is in place;clean per manufacturer recommendations.
• Alarm, Verify that the alarm works.
• Drainback. Check to make siue it is operating proparly.
• Event co�orter or run time. Check to see if there is an event counter or run time log for the pump.
If there is one, calculate the water usage rate and compare to ttte anricipated average daily flow
listed on Page 2.
Soil Treatment Area
• Inspection pipes.Check to make sure they are properly capped.Replace caps that are damaged.
� Surfacing of e,�luent. Check for surfaced eftluent or other signs of problems.
• Lateral flushing.Check lateral distribution;if cleanouts exist,flush and clean as needed.
• Ponding, Check for ponding. Excessive ponding in at-grade and mound beds indicates
problems,
All other compoaents—inapect as listed here:
_ __ --_..
Owner to call the City every �2 months for�rst 3 years of use for wetness or system
wili be non-compfiant
-�-
Aulhentla�gn10:153CO2A8�FAE1�41CCA71A�73BOSB07F82
UNIVERSITY Septic Systern Management Plan '� �
for Above Grade,S�stems
OP MINNESOTA
Water-Use Appliances and � �ti
Equipment in the Home
Apptia�ce lmpacts on S�atem blanagement Tips
• Uses additional water. • Use of a garbage disposal is not recommcndcd.
• Adds solids to the tank. . Miaimize garbage disposal use.Compost instead.
Garbage disposal . Finel - ound solids ma not settle. .
Y 8� y To prevent solids from e�dting the tank,hQve your
Unsettled solids can exit the tanlc tanlc pumped more frcquently.
end enter the soil troatmeni area. . Add an effluent screan to your tank.
• Washiag several[oads on one day • Choose a front-loader or water-saving top-loader,
uses a lot of water and may overload these units use less water than older models.
YO��'g�' • Limit the addition of extra solids to your tsnk by
• Overloading your system may using a liquid ar easily biodegradable dettrgenta.
Washing machine P��ent solids from settling out in . �s�l a ling filter after the washer and an ef�lueat
the tank.Unsettled soGds can exit S�reen on yotu rank
the tank and enler the soil trcatment � Qy�only full loads,
area.
. Limit use ofbleach-based detergents.
• Thiak even—spread your laundry toads
throughout the week.
• Thc rapid speed of water entering . Install an effluent screen in du septic tank to
2°'�floor laundry �e tank may reduce performance. pnvent the release of excessive solids to the soii
treatment area.
• Be sure that you have adequate tank capacity.
• Powdered and/or high-phosphorus . Use gel detergents. Powdered detergents may add
detergents can negatively impact the sol�cis to t��tang,
Diahw�sher Perf°rmance of yow tank and soil . Use detetgems that arc low or no-phosphorus.
uraUneni area. . Wash only full toads.
• New models promote"no scraping". . 5cra e our dishes an
They have a garbage disposal inside. p y 3'�'8ys to K�ep imdigested
solids out of your septic systam.
. Finoly-ground so(ids may not settle. • Facpand septic tank capacity by s faator of I.S.
Grinder putnp(in Unsettled solids csn axit the tank . Includc puettp monitoring in your maintenance
home} and anter the saiI treatmern area. �h��e�����at it is workin ro er
SP P �Y•
• Add an ef�luent scrcen.
• L.arge volume of water may • Avoid using otherwatcr-use appliances at tho
Large bathtub overload your system. seme time.For e�ple,don't wash clothes and
(whirlpool) • Heavy use of ba�oils ead soaps can take a bath at the samc time.
impact hiological activity in your . Use oils,soaps,and cleaners in the bath or shower
tank and soi]matment area. sparingly.
.G'lesn R'ater Usea Impacta oa Syatcm MaQagement Tips
I�iigh-ef�iciency • Drip may result in frozen pipes . Rc-toute water into a sump pump or directly out
��e during cold weather. of the houst.Do not route fumace recharge to
yout septic system.
• Salt in recharge water may affect . These so�aces produce weter that is not sewage
Water softener system performance. and sEtould not go into your septic system.
Iron filtec . �ctiarge water may hydraulically . Reroute water from these sources to another
Reverse osmosis ovcrload the system. outlet,such as a dry well,draintile or old
drainficld.
. Water from these souroes wifl likely • When replacing consider using a demand-based
Surface drainage overload the system. rechargo vs,a time-based recharge_
Footing drains . Check valves to ensure m
p per aperation;hava
unit serviced per manufacturec direc�ions
-5-
AutheiAfslpn ID:453CO2M•FAEI�3CCA31A�473805E07FE2 . '
UNIVERSITY Septic System ManagementPlan .`'� ,t
for Above Grude Systems
OF MINNESOTA
�
Maintenance Log
Track malntenance activities here jor easy reference. See list of management tasks on pages 3 cmd 4.
Activity Date accomplished
Check frequerrtly:
Leaks:check for plumbing leaks
Soil treatment area check for surfacing
Lint filter:check,clean if needed
Effluent screen:if owner-maintained
Check anRua�ly:
Water usage rate(monitor frequency_)
Caps:inspect,replace if needed
Water use appliances—review use
Other:
NOteS: �er to call ttie Ciy every 12 montha for flrst 3 yee�s ot use to chedc tor wetness or system wilt be non-oompllant
Mitigation/conective a,ction plan: ���c tenks proposed may not meet Ctty Code at fhet tlme if neceasary to use.
Owner will have to apply for a vaNanCe.This document does not imply approvel of s8fd va►fance
"As the owner of Chls SSTS, I underatand S[ is my rceponaib:lity Lo proper2y pperatc flnd maintatn
the sewage treatment syetem on thie pznperty, utiIizing the Hanagement P1an. If reguirementa tn
thls ManagemenL Plan are not met, i �i11 promptly not�fy �he permitting authori[y and tx;ce
neccasary corrective actions. If t have a neW syatem, 1 agree to adeyuately pro[ect !he reserve
area for rUture uae as a aoil treat�t syetem.^'
Authentis�ow
Property Owner Si nature� _ ���u�Qg�� Dazc 6/25/2015
6/26I2076 4:67:27 PM � � -u -
Mdna.�ement Plan Prepared By: R�9e� PEItSO Certificat�on# s6$3
Pe�,�cr�g authQr;ri: City of Orono
p201 D Regrnb of the University of Mituusotn. All ri�htv reserved 71ie Unrveryity of Minneso�is an equel oppoctimity educawc and cmployer
Ttus matenal is available m ulternalive forme�upon request Connact che W�cr Resources CEuer,6I2-6249282. The Onsite Sewagc
7'reaunent Program is deLvered by the Uoive.�sity of Minnwora F.xtensian Service and thc Uruvrnity of Minnesote Wetcr Reswuces Cemer
-6-
�,' � �� DATE TIME V
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED 7---�1�� 0�,'30
PERMIT NO. � — COMP ETED
ADDRESS C��
OWNER TEL ONE O�'�,`�7�- 870�
CONTRACTOR u" �
� DESCRIPTION ��-�-�/�a
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
? ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
� OWNERICONTiiACTOR TO MEEf YOU:_YES_NO
� COMMENTS:
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a ��v�t -�`�� ,Si'���!S
j a �Ql� �i� Q'
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W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
❑C$ZRRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CWERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (g52) 249-4600
OwnerfContra on site:
Inspector.
White Copyllnspector's File Canary CopyfSite Notice
�.-�- � �-��� ,/
TE TIME Y
CITY OF ORONO CALLED IN ��_
INSPECTION N T C SCHEDULED �J/3 —lS �
` PERMIT NO. � " co PLETED
ADDRESS �� �7���
OWNER TELEPHONE NO. � �����
CONTRACTOR a �—
�; DESCRIPTION u�- ry
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ly ❑ FOOTING ❑ DEMO-FINAL SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ E AV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
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