HomeMy WebLinkAbout2015-01018 - septic CITY OF ORONO * 2 0 1 5 - 0 1 0 1 8 *
2750 KELLEY PARKWAY DATE ISSUED: 08/17/2015
ORONO, MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 2740 DEER RUN TR E
PIN : 04-117-23-13-0010
LEGAL DESC : N/A
: LOT 003 BLOCK 001
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTIOIv TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM)
ACTIVITY : MOUND SYSTEM-SEPTIC
NOTE: MOUND - 10 X 62.5 S.F.
2- 1500 GALLON TANKS EXISTING
1 - 1500 PUMP TANK
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
PATNODE BROTHERS INC. TOTAL 400.00
2841 LANDER AVE Payment(s)
CREDIT CARD 5822 400.00
ST. MICHEAL,MN 55376-
(612)919-0112
Minnesota State License#: sept-L3843
OWNER
LARKIN, BRIAN& SUSAN
2740 DEER RUN TR E
LONG LAKE, MN 55356
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires sepazate
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 aze
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
-- ' '
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Applicant Permitee Signature Date Issued ignature Date
r
O City of Orono FOR CITY USE ONLY
P.o.Box ss ic 'g
� � 2750 Kelley Parkway Date Received: !� Permit# �61�"n1
Crystal Bay, MN 55323 �
(952)249-4600 Amount: $ ���
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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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Job Site / Owner Information:
Site Address: ��- � ��' ��� f�' � t,�_� /,� �� �
Owner: Sv'S�r �-�r � �•� Mailing Address:
City: �!`� � �' Zip:
Home Phone: E � � - ��' � ' �� y�^� Alternate Phone:
Contractor I Appficant Information:
Contractor/Ap .: �« ��h�.lr ���� t/���'� Contact Person: Y� � ��, '� ��:� ��l
p
Address: � ��%/ C-�:-��'��' ��� - l�� r ' State License #: �- .���' �'_�
City: S"�- ��� ���- � Zip: 5�3-3�,� Expiration Date:
Phone: � C� ' `l/% - o �/�- Alternate Phone:
TYPES UF OCCUPANCY
� Residential ❑ Commercial ❑ Other
PERMIT TYPE AND FEES
// �
New or Replacement System $400.00 7"0�
Repair Existing System 100.00
(Tanks or Drainfield) �
Total $ ��
1 / 2
.
** ATTENTION APPLICANT *'�
Fill in all a ro riate blanks and check all a ro riate boxes,
I will be installing the following:
Tanks
❑ Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks:
Size of Tanks:
Treatment System
Trenches s.f.
`� Mound �� � � �' � 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 f`-- �'�— Date: ,� -� �/�f S�
MPCA License No.: L- � � �/�
Staff Review: � Accept ❑ Denied
Reviewer: Date: / �
Reason for Denial:
Comments (to be printed on inspection card):
2 / 2
CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
GENERALINSTRUCTIONS
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 systern 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
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INDIVIDUAL SEWAGE SYSTEM DESIGN SUMMARY j � �'�����'
Property Ow�: S�an La�icin PMooe. 612�805-8453
Address: 2740 Dees Rim Tiaii Tovmship: _
City: Orono Zip: Ca�ty: Henoepin Coimty _
A&SIGN USAGE �1TB CHARACfERISI'IC3
Singie Family Home 5 Othcr So�1 type f�7I Laem and F�71 Clay Loam _
Number of Po�ential Bedrooms Hydraulic Losd"mg .45 _
Garbage Disposal no Depth to cestricxive lsyer 0 iuches,srondro8��15"_
Sewage Lift P�p �
PIJMP INP�OR�YIATION CAPACITQ+'S
Pump GPM�TDH 47�m�d 38 t� Dsi'ly Wata Use Est Calc �50 _
cy���aer 4�tes s�T�c�ar 2-1 soo�uoo�� —
Galloos per cycle 231 gallons P�p Taolc Capacity 1250 gatton taak-exi�tiog ^
Perforation siae dt spacing Y."perfs avery 3 fea MOUND 3YSl'EM
Number,specing,8c
dimmeur of Iataals 3 2 mch�aa�every 3 feet Dimemion of Rock Hase 1Ox62.5 _
Depth of Rock Bebw Pipe d� _
Mo�d 1ltiterials Dimea4ions of Mamd s8z109
Amount of Rodc 29 taas S4 Slope of So�7 Ua�r Mamd 7%
Amount of Mound sand 425 tans Upslope D�loe Width 16 feet _
Amamt of ioamy cap 30 taag Downslope D�7ce Width 32 fect �
Amamt of topeoil i%roas Sidalope D�loe Width 23 fat _
Lineal Feet snpply line 250 R
APPROVAL
By Dabc 07/16/2015 _
Tristan Fnde Licenso NC9206
Sa addiaoml'mformetion sheet if checktd �
24910 Texritorial Road • Rogers,MN 55374
763-42$-44�4 • www.endeseptic.com • Info�endeseptic.cam
fiHIS�TEM IS b CITY OF 020N0
-�Z BEDRDO�S ESI�NFp F�R ' INSPECTOR P MIT Pt,����i�;�y
OF BEDROQMS INVALI pqT�RFAS��N ��
NUIV�gFR DATE !Z / PERMtTNn.��S-!l�0�!
ES tNIS DfSlGN, � Arrkovrn ns si�►��,rrrro
� nr►�Rovr:n n�ir}�cc�iia�.t';ic,��s ns���a rr>r�
I�OTAPPR01'ED-Cc1KRF('T'k itttil }i„il
� ThcsC commcnts qrc ti�r your inlimn�iti„n. All vcur,: ,��_:il h:�,!:�i�a ,
ip full compli�ancc with ull ap�;ic,�hlc�c;!ic;n�:l ,:,i, ; ,.!;. j
Rcquirements indudin�item,not,��rz:i'ical!, ,:,,c:i �.;i;,,r:,i,ii�.
. Kt:GY'THIS PLAK SGi'U�SfCE n r,�i�. ;�,�; >
... _ . �
. Septic System D�ign
� Additional Infornnation
Ptoperty Om�er: 2740 Deer Run TrBil Orono,MN
Desaiption of Waste Water Treatment System
This site is an e�osting property witl�an e�asting mound system that vras deemed non-cornpliarrt
by S and P testing due to ladc of sand undemesit�the rodcbed.On upslope rodcbed there is
oNy 12 inches aF sand and on the dovrr�slope of rocid�ed tltere is oMy 24',the rodcbed must
have 36'of sand urMemeatl�both upsbpe and downsbpe af rodcbed.In order to achieve this,
the system is being designed to add the amourrt of sand r�eeded. Frst alt loemy cap and topsoil
wiU need to be stripped irom tl�e erdire rtwund and piled in the open area dawnslope from the
syatem.At whidt point the old rodcbed and laterak are to be stripped.After this poiM it is
advised to slrip B inches ofi s�d irom wxSerneath the rockbed to ensure no debris.dirt w rodc
has infiltreted tlie caean washed sartd.ALL 4 comes�8 of the rodcbed t►ave been mariced v,rith
stakes and elevations have been shot with a transit by using a budce#auger to get to the
onginal soi{undeme�tl�the 4 oomers.AAuCh caro sF�outd be taken to ensure these 4 stakes
remain in plaoe to ensure prnper placement of the new rocicbed.30 irx�es aF sand will then be
added to the upslope of the rodcbed and 1 B ind�es of sand on downsbpe of rockbed�d reat af
absorption araa to guarantee 36 ir�ches of sand throughout the errtire roc�ed and ab�orp6on
area.Once new rodtbed and laterala have been�Iled.oontrador should use the ebsting
loamy cap and topsoil to cover rtwund witl�6'of loamy cap and haul in the drec�ed arnount of
new topsoil M oover mound with additana!B'of cover.
This new on-site sewage U�eaMterrt system is desigr�ed for a 5 badr�oom home,Type 3 system in
accordance with the MPCA Chaprtet 7080 and local ordnanoes.
The soils on this siCs are fip foam and fill c�y loam.The periodica�►sattus�ed soils were located
after gang to a depth of 75, 17 and 118md�es.But due to fdl soi�s this wdl bad 0 incf�es of
usable soil undemeath the mound.3 feet of sand to be ir�staUed in order to provicie a 36 inch
separation for the tr�atrnent o#effluent above the fill soils and periodicaNy saturated so�s.
The existing 21500 galbn septic tanks and e�osting 1250 gaflon punp tank w�l be reused.The
P��PP�Y and switc�es m�be bcated outside tl�e manhole and punping d�amber in a
ureather proof endosure.A waming device must alao be installed with audioJvisual alerts.The
supply line m�hanre drain badc to the p�nping diamber-
From tl�e pump tank sewage w71 be pumped approximate�r 250 feet to tlte mound.There will be
3-Y pipes each 3 feet apart inside the 10'by 62.5'rockbed.The mow�d w�ll have a t�al
foo�print of 58'by 109'wittt 7 peroeM slope undemeath it.
All tartk manholes should be brouptrt to grade upon oanple�On af tardc insta�ation,inspection
pons far the d�tributlon bo�oes altotdd�so be at grade upon canpletion.
f�M S�IG��LiV)�W1C�P��aai���'�I.7V�T7LVT�fIV� OGri.Call Y x�'
k��
Keep all vehides and conshudi0n equipmerrt ofF septic area. Rut6ng and/or canpacting the
soil will change tt�e peroolation rates and may lead to system faihu�e.
Homeowncr'bo vetify aN pr�operty fines.
Eievatior�s are re�erenoed to Bench Mark�tl�e btacktop drireway just aoulh of Bh�marked
stake next to arivaway.
Installer to verify all elevaUons,dime�ior�s�and ensure pnoper f�l to P�Pas-��P�'►P
chamber oudet to e�ure complete drain badc to pump c�amber.
Establish turf to preverrt erosion and freeang.
Each taNc is to be pumped riu+ough the maintenanoe cover when se�v�d_ Do not p�xnp
through inspedion pipes.
H�neowiier is r�esponsible for�I�irnrolved in servicing,monitoring.and mitigating tl�e
system.
All construction to be performed'+n aaxrdance with MN Rule 7080.
Nothing other than human waste,Mr7et tissue,laundry,ahvwera�water solEener etc.shou{d be
disposed of into the aeptic tar�C.Reoommend iron filters be diverted out aF 1he system.
Recommended to diuert the�sofbener�well.Garbage disposals are no recc�mmmend,due
to adding more solids and fine solids Passi►'�9 through the system.Excessive amourrts af soap.
andbac�e�ial soaps,de�agerrt,show�ers�and c�eaners used every sFqwer and chlorine
ageMs may Id�the bacbaria r�eded to tr�t septic effluent.Additives�e not recomn�endad.
Recornmend law�dering be limibed to 3 loads per day.
Mai�rtenancs R�quinmst�ts
See attactted cpera6n9 P�a'�P�►for details
Ends S�ptic Servk�.LLC,?A810 T�rt1�orW Ra�d�ph.763�2�f188 or info(a�endeseatic.com ,��
Property Address: EI•vacloos:
2740 Deer Run T�ail � �,. eM:ioo.o
Orono,MN SE`°�"��°t`°ckb+d�� Tn°
NW corner ot rockb�d-96.3
NW corn�r of rackMd-�6.s
�� SIN eorrN�of rocl�d-l6.8
Exktin�bottom ot rodcbsd-97.8
Nsw bottom of rockMd-99.s
SB5-96.1
Istl�RocldNd
Pnirb
� —Fl�t open yard—
M'
Exla�n�
, Mound r«a.rrr�FoA a�n�o
rtY Uns u
ssysw �� �`"`_►.,�
, �, U��t
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Propeirty Uns
Cul de Sae
m���-� Mound Design
www_Sep�ouoe•OOm (veis 151)
p�y p�; �(�� pate: 7/16/2015
Sioe Addnes� 2740 Deer Run Trati P@: 04-117-23-13-0010
ComrtKr�ts:
s�sc,,,�cio�s: �•enLer aata Q-ad��ac if aesirca Cj= �«npu�e��c�a-oo Nor cw►r�E�
q �bedr°°m Type � #�O�ntllil SYste�
� �GPD desi�flow
� C�Garbsge dBposat ar pumped tc sc�ic
> 1500 Gal Septic tank(tode m�imum) �Gal Septic tank(design stze/LUG►+eq'd1
Tmdt optlo�:�ll�{tlp�ie�ot tp�p��d:
� �GPD/ft2 max�d sand badY�g rate cantour laa�rat�af�re4S a m� 62.5 ft.la�g rocicbed
1DA ft tock6ed width 62.5 ft rocid�ed tenBth
3.0 ft laLeral spac�ng 3A ft pertoration spactnq (maxitmen ot 3 for botl►)
��manifold conneeHon
�laterais 60.5 eet�ong 21.0 s/lateral �perts tot�
(1/2 a perf ineans the fltst perf starts at the middle feed rtronffold)
� 114'_ inch pe�fs at�feet residual head glves 0.74 gpm flow raM pe►perfaarion
for this P�'f����3.�p�Pe size on lhie 12,mNt perFs/IaO�rdl� �.Une+18 must be kess-> OK
�o) ��doses Pa'daY l 4 minirman)
��� t 86 gatbns per dose (aeaanent wt�une)
2.00 Sx
u� 2.00 inch dimneber taLerals must be used b�meet'4x pipe vottxne'rcquirert►ent
2.00 3x
ts) �feet oi �irwfi supply l�e ltads to 43 gaUorn of dratnbacic voltane
(T�.'mP feed'manifold to cantrd the drainbar.k)
14) 231 galmns TU�TAL qenp aut volume(treatrnent*dra6ebatk)
� is� feet verticat litt f►om pump to mou�d laterals,teads to a:
j t6� a7 GPM� �rcec a tkaa, Puma re�iremenc (noDe:>50gpm mar►�qufre an extra s-6 ot riea�s)
t� 1Z50 �l Dose�dc(aode mkdmum) Q�t Dose tank(desi}p►st�e/LUG►M'd) at�
teads tn a
�s� 9.6 inch svrk�g an DemarM float, w Nmed dosin8 of 4.9 min ON (conHrm PumP raLe witli drarvdwm
(enis delivrrs Average flow.�7m�c or Pe+alc design now) 9 1vs oFF tesc ana ad}ust as neae�ary)
i9) 12 inches from botLom af tank ta'P�mip OFf'Roa[
� 22 fnthes fiom bocUom a��Ic L�'Punp ON'floab or 12 hrches to'TNner ON'tboat N tkne dos�d
q 25 inches fram bunm of�nic Ga'Hi Levet'flcat,or 35 inches L�1�i Ixrel'Mat if time dosed
� 65o gallons reservr capacity i�*►tigh Levet�►lam�is acttvated)
? �d�it2 AEsorptSon ar�Sa�Loading 1�, whkh gives a mand rario of 2.7 (minimim)
(this rmat match Me soit bo�1041 desired mamd ratio 2.7
percmt sfOe sFOpe (0-�X range) �(x downsiope site slope.ff dffferent tlun upslope)
�,es, or o.o n.co Reewc a octkr umm�condic�on ineed at least tt'to be a 7ype�)
Treatrnent mne cantai�u�indms of OX so�ttedlt.�d�incties of 50X soil crcdit. Giv6ig a:
�inch,or 3.0 ft Sand Lift Mound CRIi'If�1l F�OR FUTl1RE CEI�1'IFIGT10N5!!t
27.0 ft.Total AB50RPT10N w(dth (rvith s�d beyond mcl�ed as foUovvs:)
0.0 ft upslope and sfdeslope
17.0 ft.Downstope
Indlvfdual stope ratios givr BERA�t wtdttu(oopsoil 6eya�d rocicbed)of:
> �:i upstope ratio 16 ft.t�psiope berm
) 4:1 sideslope T3 ft.sidesbope berms
�) 4:1 dowr►stape 32 R dovMslope bem�
) Ovcrall Dimensions: 10.0 ft wide by 62.5 ft. long Itodc bed
SB ft.wide by 109 R. Icng MIo�nM footarint
4'inspection pipe
t 8"cover on top
�� 16 � be� 32
12"coMer on sides
(6`loem9aP�6��p�ol)
3.p Ctean sand lift
_ 0.0 Depth to Limitino
Limiting fondition —`�'_------�----- ---
iOn W1dth 27.0 --- -----------
Note-
For 0 to t%stopes,Ahsarptfo»N9dlh is measured from the BedequaQy in both directiorn.
For slopes�1�,Absr,vptla�Wfdth is meawred dovmhill from the upslope edge of the Brd.
a> Rock Bed:
70.0 R.by 62.5 R.by �inches ts�der pipe,ptus 20%�Iv�es 21 Yd'�'1.4` 29 ton
� Mound Sand: (no0e:voFiane is based an 3:1/4:1 slope from top of rotl�ed.E�achange sar�d for I�oamy cap if desireci)
92.9 up + 228.6 do�wnstope + 32J ends+ 7T.5 tnder rodt� 518 or'1.� T25 Lon
P��
s� LoamY LaP:
�ft.by 105 ft. 6'deeP,P���� 126 Yd'w•1.4 176 ton
Topsoil:
�fc.by 109 6 deep.pWs 20x giMes 110 Yd'or'1.4� 1% tfln
i hereby mtify that i hav�e comp�e0ed thB work in accwdance witli att applfcab6e ordfnances,nrles and iavrs.
7/16/2015
pesi�e�Signature CpnpanY LiCe+►9e� DaLe
Instalter Summary
�gatlon SeptiC tardt lminYnun) Tank options:Multip{e tanla or oomparLnents req'd
1250 gaUon Dase ta�dc(mintnutn) et 24.00 gAi
47 GPM� �ft. of h�d, ��P�
9.6 finch svring on Dert�and float which trainlates to roughly 5.8 N�tFres of float Lett�er length
ff tfine aosing is requfnea—� 1.9 minu0es oH cime e �9 na,rs oFF cime
22 tnches from boRtum of tnnk to'ptntp ON'float,or 12 Nxixs Lo'timer ON'ftoat
25 inches from bottom of Wdc oo'Hi Lrrel Alarm"ar 35 Yicl�es to�ii level atarm'if tlme dosed
�R of 2.0 inch nipply lir� witi�end feed rtw�ifoid caa�ectlor►
(Tip:'Oop feed'mantfo{d Lo caMrol drak�back)
36 inch,or 3.0 ft Snnd lift AAou�d
10.0 ft.wide by 62.5 fL long Rocic bed
3 laterats 2.00 6�ch diartieter 60.5 R lang 3.0 R laurat spacing
t/A' inch perfs 3.0 f[. perfoiation spacing
No Effluent fRLer 8 alarm
3 clean out&valve bwc assemblks
27.0 fLTotal sand ABSORPTIOl1 width (minttnun)
0.0 ft.upslope and sidesbpe {smtd beyot�d rockbed.mh�lmurn)
17.0 �-�ownsbope isand beyortd rockbed,minimum)
Specffic siope ratios BE�A widtlis ltupscA beyond rackbed)of:
4:1 upslope ratb 16 k.upsl�ope berm
4:1 sideslope 23 k.sideslope bernx
4:1 dawr�s{ppe 32 ft dov�stope bevm
4'inspection PiPe
1 g'cover on top
U lo e berm 16 Downsl bem► 3t
12'cover oo sides
(6�b�a�9esP�6��
3.0 Ctean sand lift
_ 0.0 _ Depth to Limiting
L9mitingCondition --`--------__
ion Width 2�.0 ------- ----- -----
Note:_
For 0 to 1%stopes,.4bs�rpt/an WTd1h is meawred from the Bed equalty in both directiorn.
For slopes�155,Absnwpt/an iHdth is meawred downMtt from the upslope edge of the Berl.
Rack 9ed: 21.0 yd'or'1•4- 29 ton 6 inthes under pipe
l�1o�uM Sand: 518 Y��'t.4 725 ppn caiwtatbn pa,sed pn 3:1 i4:1 slope iram top of roci:be�
Loemy Cap: 126 Y�'a'1.'4' 176 ton b'deep
Topsoll: 140 y��'1.4- 1% ton 6"deep
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� � � � � � � � � � �' � ' � � � � � � x av �
� � �, � � � g � € � � E � _ � � � � � � � �
� � � � �� � � � � � o � g M8 � � � = � � �
g - < � � � � � $ � � ~I�� � � �i � � INI�'I IM) < � <
� � � � � � a I
o � o o � o0 oo � m � �
System Elevations
1 . �
- ����._wL r .
benchmark � 1 - ---SHWT
Mound r
(G�ade elevations are exisdng. If a loamy wp
different final grade is desired it should lateral
be shown and described here.) bottom rak
grade (a1 oos�ov�r«k bea)
SHWT l��P�Pe r«k bed)
�
1 1 1 '�
� rl I r � � r
-� r r r
I ����� Se tic Tank In aov�K�k! Pump Tank
exldng house Septic Tank P
Grade
Grade Grade Grade
Pipe
inlet iMel inlet
Tank bottom
Tank bottom Tank bottom
UNIVERSITY
� . OF MINNESOTA �
Septic System Maaagement Plan "�
for Above Grade Systems
1he goal of a septic system is to protxt human health and tbe �vi�onment by ProPerh' tr�n8
westewater befone rehuning it to the eavironment Yoor sephc sysbem is designed to kiU hermi:ul
orgaaisms and remove polfumnis before tt►e waOer is tecyc�d back inRo our Ialces, strena�s snd
gtoundweber.
This s,am�em�t pLn will idefltify the operation m►d maintena�activities necessary to ensure lotig-
tetm perfotmsncc of your septic system. Some of these activities mast be pafo� by You, 1�e
homeowner. Other tasks m�st be performod by a ficens�d septic mai�siner or service providcr.
However,it is YOUR c�sponsibility W make suce all ta�lcs gd acoomplished m a timely manner.
The University of Minnesota's Septic S�stem Owner's Guide comaiag additionat tips a.nd
recommendations desigced to eaRend the effective life of your sysbem and save you money over time.
proptr�dC ry��e,t�»,opr�ow�rd�w�e�s s�ft omd cltaw�!
�ny o�TBD- _
�o�Aaa�2740 Deer Run Trail Orono, MN �ID 041172313001
sy�►�� Ende Septic Service � 763-428-4489 ^
sy��� � _
s�;�r��a��r Ende Septic Service r�763-428-4�489 _
P�m�n� Cit}I of�rono rn��952-249-4625 _
�rt# ���
Keep tbis Manegement Plan witfi yatr Septic Systein Owner's Gxide.T6e Septie Syatenr Owner's Gcide
includes a fol�r designod to hoW maimenence recwrda iacluding pumPiag. inspxtion and ev81u���°°
reports. ask your septic professional w also:
• Attach permit infonnaEion.designer d�awings and as-buihs of your system,�thry�avai}abk.
• Kcep copies of alt pamping records and other mai��ancx and re�ir iavoices with this do�wnent.
• Review this document with your mai�enence Ex'ofiessional at each visi�disenss any cl�enges in praiuct
use,activities or waLer-use appliance.c.
For a copy of the Septic S�te,n Owr+e.'s Ce�k,call 1-800-576-8636�go to 62tp://shop.�ioaumn.edu!
http://septic.umn.edu
Version 11/03/2010
.1 -
� UN I VERSITY '��'stem Mareagenient Plm�
' OF MINNESOTA IorAbaNe Grade Systems
Yoer Septic System
❑❑ - -•--�
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:�'.-��'vi,-.._.._ ?:t�4:%i`+'�: 'it j�-iN'154:".'?ST�"?:;•4;`"
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SysOefu is subJ�m aPa'�B P�a'
S�T�=OiOII OmO�'`O�` ❑ sy��w a���c*
(Based on MN Rules Chopter 7D80.2200—1400) Type of advaaced tre�ment unit
'Addrttonal Mmiargenrent Plan required
D�vdting'I�pe WeII Constradion
Number of badrooms:5 Wel!depth(ft): ��*
SY��rtY����►��): 7541 �C,a�ed well C�ing deplh:
Amicipated average dailY�'(SPd)�'� ���(�dY)�
Commenu Di.�tance from septic(ft}:200+f�eet
Business?_Whst typeT Is the well on the desi�o d�awiag?OY O N
Septic Tank
One taalc Tank volume: gollonc � Pump Tank 1260 gai�ons
Does tsnic have two c�ems?OY QN o Efft�ent Pump ma�Felmodel-
� Two tanks Tank volume:3� gallonc PumP ce�aCitY 47 GPM
o Tank is con4tructed of�� 1�H� Feet of head
EtHuent Screen type: a Ala�m location�home by fumaoe
So�1 Tr+�meM Area(STA)
Mound/Ai-Giade atea(vridth x leagth):�ft x 1�ft � Cleanouts or i�pxtion ports
Rock bed sine(width x kogth):10 g x� ft Sarface water dive�sions
Location of additiona!STA: Additional STA not avaifabk
-2-
, � UNIVERSITY ����Marwgement Plm�
jor Above GrQde Systenrs
� OF MINNESOTA
� Homeowner Management Tasks
The.se oFeratirnr mrd mainterumce activit�es me,yoiv responsibility. Use the chart on page 6 to track
yorv aCtivities.
Identify We savice in6ervals recomu►endcd by yaa system designa�yav local governnneat
The tank a4ses�ent for your system will be the shor�st interval of these thra artuvais. Your
pumper/mai�siner will�roe if your tank nceds to be p�mpod.
5�stem Desrgner: check evay �� My tank needs to be checked
Loca!Governhrent: c6ock every� mo�hs
State Requfrement: check every,�_months eVCly � tIlOIItI]S
3eatoanliy or several tioes per year
. r,�.cn�x�,�>�t�m wu��a a�mg�r�. t�i��n�y.
. Sw facing aewage. Regulariy chxk for wet or spongy soil ffiound yau soil treatmem atea. If
surfaced sewage or strong odois are not corrected bY P�PmB the tank or fnring broken caQs,call
yout service�Sofe�ioosl. Untreated sewage may make htrmcw and antinals sicrk
. A(�nrs. Alsrms signal when tha+e is a poblem; ��Y� ��Y time die siarm
signats.
. Lint filter.If you have a liet filber,cfieck for irtrt builda�►and clean whcn necessary. Coflsider
add'mg one after washit�g machine.
. E,$luent screen. If you do not 6ave one, consider having one added the next time the tank is
cteaned.
Aanualty
. Water usage rate A waber meter c�n be�ed to monit�your avaage daily wamer use. Compere
your water asege ra�e to t6e desiga flow of your sys�em(listed on th�ne�pe�e� Contact your
sep�C prof�ioml �your average dai}y flow ova tl�e cause of a month�70%of the
design tlow for your system.
• Caps.Make svre d�aR sU caps and lids arc intact and'm place. Inspact for�caps at least
every fall.Fix or replace damaged caps before winter to help prev�t Erec�cing issues.
. Water conditio�ring devices_Sce Page 5 for a list of devices.Wttea Possible,P►'o8rnm the rechacge
fiequenaY besed on water demand(gollons)rathcr than time(days). Recharging too frequentlY
may negetively impsct your septic system.
. Review your water usage rate. Rev'iew the Water Use Appliance cha�t on Page 5.Discuss a�+
major changes witfi yoar pumperlmaintainer.
Dmiog each visit by a pamper/maiaUd�er
. Ask if yoiu pumperhnaintsiner is licensed in Minnesota
. Make s�m that your pumper/maintainer s�vices thc tank tfirough the manhole.{NOT though a 4,�
or 6"diameter iospection port.)
. Ask your ptmnQa/mai�siuer to accomptish tt�e tasks lisbed on the Profesaionsl Tasks on Page 4.
-3-
(
• UNIVERSITY ���"�`g�"rp�Q1
for Abave Gsade Systems
' ' . OF MINNESOTA
� Professional Management Tasks
These cme the operation ard nraintemnece activities tirat a pwnper/maintainer perfornu to help ensra�e
long-term performa»ce of yaw systent. Professionals should refer to the O/M Maraml for detailed
checklists for tan�r,PranPs.alarms and other compone�s. Call 800-322-8642 far rn�e details.
. written racara proviaea w homeowner atber each.+isit.
Pinmbing/Sonres of Wastew�ater
• Review the Water Use Appliance Chart on Page 5 wtth homeowner. Discnss any changes in
watet ase aad the impact those changes may have on the septic system.
. Review water usage rates(if availeble)with homeowner.
3ept�c Taok/Pomp Ta�s
• Manhole lid. A risea is recommendod iftve lid is not access�ble fiom the�s�uface.Insulate
tl�risa cover for 5ost p�oction.
. Liquid level.Ci�eck to meke s�u�e the tank is not leaking.'Ihe liquid kvei shouM be level with the
bouom of tbe outlet pipe.(If the waber kwel is bebw the botOom of the outld pipe,the tank may
not be waoertight.If We water level is higher man 11�bottom of the oudet pipe of the tsnk,We
efflueet sc�een may need ckaomg,or ti�ee�e may be ponding in the drsinfietd.)
. Inspectionpipes.Replace detnaged caps.
. Ba,ales.C6eck to make sure they�e in plaoe aQd at�ched,and tdat inkNoutkt ba8ks are clear
of buildup or o6�tnwKions.
. E,$luent screen. Check to make sune it is in piace; cleaa per msnuf�chaa ra:ommendation.
Recommead retrofimed'mvtallation if one is not present
• Al�n.Verify dtat die alerm wotks.
. Scum and slrrdge.Meas�ue scum and sludge in each compartrnent of each septic and pump tsnk,
pump if�.
Pamp
. Pump a�nd controls.Check to make sure the pump and controls are ope�ating cornctly.
. Pump vault.Check to make swe it is in place;clean per manufachuer recommendations.
. Alarm.Verify Wat We alstm works.
. Ihainbac�.Check to malce sune it is operating Qroperty
. Event corouer ar run time.Check to see if t�eie is an event camtier or run time lug for the pump.
If there is one,calculete the water assge rab�and compnre to ihe antic�ated average daily floar
listed on Page 2.
Soil Tre�tment Area
. Inspection pipes.Cbeck to mske sure d�ey are propertY�FP�-�P�ce ca�ps thst are damagcd.
. Surfacirig of e,Bluerrt. Check for s�rfaced effla�t or other signs of probtems.
. Lateral flushing Checic fsteral distn'bution;if cleanows exist,flush and clean ss needod.
. Pond3rrg. Chxk for ponding. Exoessive ponding in at-�rad� and moimd beds indicate�
problems�
All otYer oomQoee�ts—i�spect as lieted I�re:
-4�
� ' UNIVERSITY '�cSystemMmiager►neentPlan
. jorAbove Grade S�stenrs
OF MINNESOTA
� Water-Use Appliances and
Eqnipment in the Home
,�,pli,.ce I.paea u,sy� Maaa�e�t Ti�ps
. Uses ad�tiooal wana. • Use of a gatb�ge dispossl ic oot teca�mended.
. Adds solids to the�ntc. • ����-C0�'P�'�
�m� . F'mety-g�amd solida may nct sdtle. . To preve�t solids from exit�g the tartk,have yaa
U�dtled solids c�e�dt�e u�k tank pm�ped maae frcq�eetly.
and eoba the aoil heffime�t area� . Add�c�ueat sa+om W yoia tanlc.
. Weshiag seva�a!loadg on one day • C%oae a 5oahlaader a weDea-saviag tqrloeder,
usas a lot of wata�d may walo�d these�mits u�less wahx than older models.
Yar sy�n• . L�it th�addmon of e�a solids to yo�tsdc by
• Overlo�dine Y����Y av�8 a 1iq�or e�Y biodo�radabk de[�Se�.
W�� prevaR sotids fmm sarling art in . �pU a Img 51bc a�rr t6e wasba�and an e�ueat
the fanic.iJ�Ekd�lids c�n exit �em m yatu haok.
m���a���n nz.� . w�n�y�,u iom�.
�' . Limrt�e of bfearb-bmad deo�geata.
. 'll�ink evm—spresd your�y ioads
t�u ihe wedc.
. Thc�spoed of waa�teer mmmng . Iaamll an ef8umt sciem in the se�ic tanic to
Y"9oor Immdry the t�k may ted�oe paCocm�oe. p�zveot the reka�e of�o�sive adids to the soil ;
t�n�t a+ee.
. Be sun that you have adeqaebe tanlc capacitY.
. Pmvda�cd aod/ar high-phosphoivs . Use gel detag�ts. Powdaed�maY edd
�ag�cen ne8�'�tY�+P�die solids to the mak
�w� perfamancc of your taok md soil . Use dedrg�s that sae law or no-p�sphonis.
tr�ara. . Wavh on1Y fud losds.
. Ntw models promote"no sa�tt�". . �Y�dy��'p'����igesbed
�Y�8���• solids au of yaa septic sy�em-
. Fmely-grouoa solids may noc s�le. • E�d��C��r�5'e sacxnr oe 1 s.
Grinder pump(in Uawtled solidg c�adt die t�k . Inchde pmnp moottorm8 in Yoar ma�nx
haane) �d er�r d�e so�7 tree�mt uaa scboduk ou e�u�e dmt it is waricing p�uperiY•
. Add an e�amt screen.
. [,acge voh�me of wa0er may . Avoid usmg otha wata-tBe sppiianas at the
Large batMub °�'�ypII sy�m, 5mme time.For ezamp�S don't walh cbdxs md
��u}p��) • Heavy use of bMh a�s mmd soe}�c� take a b�h art the mme tmme.
�pact biolo�Cal activity m yo� • Use oi1s.so�s,mod cleane�s in the beth or�hower
mnlc and soil tratme�acee. �B1Y•
Cla�Wa�er Usa Imp�ets ae Sya� ��T�
g�.�'�i�r • �P�Y rea�ilt in fruzm pip� • Re3ouoe weber ioto a sum�p�or d'uecxtY out
�� d�aiog cald we�. of the house.Do not rarte fianace rec}�atge bo
Y���•
. Sah ie tech�ge w�may a$oct . 1�u saa+as pto�xx waDer thet is not sewage
Weoer sotEma qy�m perfatmanoe_ md s6wld not go i�to yar septic sys�•
Uon filber . Rechuge wa�er maY 1►Y�iY • Raoute wata fio�these samces to anotha
Reve�se o�wsis ova�load the system- outiat,such as a dry w�d1,�k a old
drainfield.
. vi/atQ from thex sasas w�71 l�lcely . Whea e�eplsciag con9idQ�g a d�end-based
Surfaoe� ovainad ihe system. roc�'�e vs-a tmme�based ro�m8e.
Footing dca�s . Chxk valvea ta a�ute ptopa op�'a�oa:have
imic savioed per m�ra aaa�om
-5-�
' ' ' UNIVERSITY �Pnc Systern Mm�agement Plan
� for Above Gr�e S�ste►ns
OF MINNESOTA
Maintenance Log
Track mainte►�ance activities here for easy refere�e.See list of management tasiEs on pages 3 mrd 4.
Aclivity Date a000mplis�ed
Check frcqucn8y:
Leaks:check for plumbing leaks
Soil tr�ment atea check for�ing
Lint filter:check,clean if needed
Ei�i�nt screeu:if owner-maiataiaed
Check annrially:
Water usage rate(monitoT fre4��7'_)
Caps:iospect,replace if needed
Waber use appliances—review uge
Other:
Notes:
Miti�iod�ve aetion plan:
"As tAe orner of thSs SSTS, I underatand it is ay responsibility to pzoperly opetate and maintain
tAe sewage treauent systes an this property, uii2izing the Hanagenent Plan. If reqpirr�enLs In
this Nanaqement Plan aze not eet, I vi2l praaptly notify the pemitting authority and take
neCes9ary corrective actions. Zf I heve a new systes, I agree to adeqoaLely pzotect the reserve
area for futvie use as a soil Lmat�n[ syat�.'
PiOPet�}'�WIIC[.SIgDStL�' �
��p����,.Ende Septic Service ��;�#L2654
P�,;�;og A�;h,.City of Orono
om�o xc�dm ar mo univasay of M�nn rigeu�e+a�od."I�uoirasay of►�fmoew m m e�sl�pp«ooar e�+�«.m emn►oya.
'1]�is ma�ial it svrilabk m alOaMive fwmals upao�-Cao�t the W�c Resomces Ce�t.612�A-92S2.The Omite Scwaga
Trcmnaa Ptogr�n dd'neRd by t6e Univas�y of Miroeeola E�mmtioo 3nvice od Poe U�iYdsity of bfmG�oh We1Q Rtsoafoos Cco@er.
-6-
t INSPECTION NOTICE '/
1 /�,,� DATE TIME
CITY OF ��(A+ �'90 CALLED-IN
SCHEDULED
PERMIT NO�diCS'��OC�IB COMPLETED /,i ��'o
ADDRESS 27`�d Ott4 ��� �u� l
OWNER/CONTR.
❑SITE INSPECTION ❑MECHANICAL RI ❑ REINSPECTION
❑CONC SLABS ❑MECHANICAL FINAL ❑ FOLLOW-UP
❑ FOOTING ❑INSULATION ❑COMPLAINT
❑POURED WALL ❑ RATED ASSEMBLY ❑ FIREPLACE
❑ FOUND. DRAINAGE ❑BUILDING FINAL ❑SPRINKLER SYSTEM
❑ FRAMING �SEPTIC INSTALL �a���]
� ❑SHEATHING �SEPTIC FINAL 'O
W ❑PLUMBING RI ❑S&W HOOKUP ❑
lL ❑PLUMBING FINAL ❑GAS LINE MANOMETER ❑
o COMMENTS:
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O CORRECT WORK& PROCEED
U ❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING
❑ CORRECT UNSAFE CONDITION IMMEDIATELY.
❑ STOP ORDER POSTED. CALL INSPECTOR
❑ INSPECTION RECZUIRED. CALL TO ARRANGE ACCESS.
TO SCHEDULE YOUR INSPECTIONS
PLEASE CALL: (763) 479-1720
Metro West Inspection Services Inc.
Owner/Contr. on sit •
Inspector:
INSPECTION NOTICE �
D�e�O DATE TIME
CITY OF CALLED-IN �
SCHEDULED l�
PERMIT NO. �D/��- b/O��l� COMPLETED l� ���b
ADDRESS �7�4 .�L1'� ���✓ �¢, �
OWNER/CONTR.
O SITE INSPECTION �MECHANICAL RI ❑ REINSPECTION
❑CONC SLABS ❑MECHANICAL FINAL ❑ FOLLOW-UP
❑ FOOTING ❑ INSULATION ❑COMPLAINT
❑ POURED WALL ❑ RATED ASSEMBLY ❑ FIREPLACE
❑ FOUND. DRAINAGE ❑BUILDING FINAL ❑SPRINKLER SYSTEM
❑ FRAMING 1�SEPTIC INSTALL J���- FY
� ❑SHEATHING ❑SEPTIC FINAL
W ❑PLUMBING RI ❑S&W HOOKUP O
� ❑PLUMBING FINAL ❑GAS LINE MANOMETER ❑
o COMMENTS:
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w J�WORK SATISFACTORY: PROCEED ❑ PHOTO TAKEN
O �'b CORRECT WORK& PROCEED
U ❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING
❑ CORRECT UNSAFE CONDITION IMMEDIATELY.
❑ STOP ORDER POSTED. CALL INSPECTOR
❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS.
TO SCHEDULE YOUR INSPECTIONS
PLEASE CALL: (763) 479-1720
Metro West Inspection Services Inc.
Owner/Contr. on s te:
Inspector: ��J
,�� , � � � � � :r .�z. �:
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Y OF CA�LED-fN �
SCHEDULED !�
PERMIT NO. �o A.S�-� ����� COMPLETED l�"" �_ .'��
ADDRESS �7`�4 .D��'.r ���✓ �¢ �;
OWNER/CONTR.
❑SfTE INSPECTION ❑MECHANICAL Rf ❑REINSPECTION
❑CONC SLABS O MECHANICAL FINAL ❑FOLLOW-UP
❑FOOTING ❑INSULATION ❑COMPLAINT
❑POURED WALL ❑RATED ASSEMBLY ❑FIREPLACE
❑FOUND. DRAINAGE ❑BUILDING FiNAL ❑SPRINKLER SYSTEM
❑FRAMING '�SEPTIC INSTALL /Q�/�pi
� Q SHEATHING O SEPTIC FINAL
¢ ❑PLUMBING RI ❑S&W HOOKUP ❑
❑PLUMBING FINAL ❑GAS LINE MANOMETER ❑
o COMMENTS:
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� FURTHER CORRECTIONS MAY BE RE�UIRED ❑ PERMIT FINALED
W j,�WORK SATISFACTORY: PROCEED ❑ PHOTO TAKEN
O d�CORRECT WORK&PROCEED '
U ❑ CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING
❑CORRECT UNSAFE CONDITION IMMEDIATELY.
❑ STOP ORDER POSTED. CALL INSPECTOR
❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS.
TO SCHEDULE YOUR INSPECTIONS
PLEASE CALL: (763) 479-1720 po
Metro West Inspection Services Inc. ( • /
Owner/Contr. on s'te: �
Inspector: o'tGer�
� -
-, �
. ` INSPECTION NOTICE
DATE TIME
ITY O'� ( �� �'90 CALLED-IN
SCHEDULED
PERMIT NO�d/CS'��D�/B COMPLETED ; r vp
ADDRESS .27Yd D�rt �uU �u, J
OWNER/CONTR.
❑SITE INSPECTION �MECHANICAL RI �REINSPECTION
❑CONC SLABS ❑MECHANICAL FINAL ❑FOLLOW-UP
❑FOOTING ❑INSULATION ❑COMPLAINT
❑POURED WALL ❑RATED ASSEMBLY ❑ FIREPLACE
❑ FRAMING RAINAGE �SEP D�NSTALL �oe.�f�1t]SPRINKLER SYSTEM
>- ❑SHEATHING ❑SEPTIC FINAL 'd
❑PLUMBING RI ❑S&W HOOKUP ❑
l� ❑ PLUMBING FINAL ❑GAS LINE MANOMETER ❑
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� FURTHER CORRECTIONS MAY BE REQUIRED O PERMIT FINALED
W �WORK SATISFACTORY: PROCEED ❑ PHOTO TAKEN
O CORRECT WORK& PROCEED
U ❑CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING
❑CORRECT UNSAFE CONDITION IMMEDIATELY.
❑ STOP ORDER POSTED. CALL INSPECTOR
❑ INSPECTION REG2UIRED. CALL TO ARRANGE ACCESS.
TO SCHEDULE YOUR INSPECTIONS
PLEASE CALL: (763) 479-1720
Metro West Inspection Services Inc. 0!D
Owner/Contr. on sit • � �
Inspector:
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� �'" DATE � TIME�
CITY OF ORONO CALLED IN -�/�
INSPECTION NO�C��s�/O'� scHE�u�Eo `
PERMIT NO. �� a COMPLEfED
ADDRESS �� �p '�
OWNER TELEPHONE Nq�O�- �� 0/OZ
CONTRACTOR I �-�'�Oc�e �� �C
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� DESCRIPTION ��-.���0�' ��'�� � �� ���
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v ❑ DEMO-SITE ❑��TIC INSTALL
2 OWNERICONTRACTOR TO MEET YOU;/�YES_NO
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W ❑WORKSATISFACTORY:PROCEED PROJECT COMPLEfE
� ❑CORRECT WORK 8 PROCEED ❑ I ERTIFICATE OF OCCUPANCY
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952� 249-46��
OwnedCon on site:
Inspector.
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