HomeMy WebLinkAbout2017-01184 - septic . CITY OF ORONO * z 0 1 7 - 0 1 1 8 4 *
2750 KELLEY PARKWAY DATE ISSUED: 09/28/2017
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2160 SIXTH AVE N
PIN : 27-118-23-31-0017
LEGAL DESC : PHILLIPS WOODLAND TERRACE
: LOT 003 BLOCK 001
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTIVITY : SEPTIC(MOUND)
NOTE: (3)PRECAST CONCRETE TANKS
MOUNDS SYSTEM
1000- 1000- 1000 GALLON TANKS
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
PATNODE BROTHERS INC. TOTAL 400.00
Payment(s)
2841 LANDER AVE CREDIT CARD 5822 400.00
ST. MICHEAL,MN 55376-
(612)919-0I 12
Minnesota State License#: sept-L3843
OWNER
SCHERER, KEVIN
2160 SIXTH AVE N
LONG LAKE,MN 55356-
AGREEMENT AND SWORN STATEME1vT
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 goveming 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 afrer work has commenced.
The applicant is responsible for assuring a11 required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause. /
?:,�,� � � � l
, ,�-�- �� ,� � � �
Applicant Permitee Signature Date Issued By gnature Date
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b� �Cfc`�/��' 1�, z �f��.
' p�" City of Orono ` ---"'� � Fott c�1'�r u5E oH�v
�� � ���. P P.O.Box 66 � '1�
tt `i 2750 Kelley Parkway Date Received: Ol
�• f� Crystal Bay,MN 55323 Permit# d�
� `' Phone:{952)249-4600 /�� �
t�,,:
`�kestio�-`�' Fax: (952)249-4616 c Approved By:
_..____ � Amount$: �
Ci��'`�� �
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� CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATIUN
(All permits must be approved by the On-Site Septic Manager andlor Building Official)
Job Site/ Owner Information;
Site Address: �-- /CpC) �� t f� ��� /�'��`"-'�'-'--
Ov�(ner: � " -
�F L'f�'? .>C�j�°/'�r`'� Mailing Address:
City: �%/'c� r� Zip: 5 � �S�
Home Phone: c J`�-�- �.�t% �% 7 7 y Alternate Phone:
�
Contractor T Applicant Inf4rmation:
Contractor/App: �`�i17��C/L �%��-.ht�i� �n�,Contact Person: ��(' �`��i ����
� Address: ���z// L-��i�c`�f��" }�r' i11�-- State License #: L- �� �c��
City: 'U�7`� /'l�r'L'/Y/t�l�ip: 5� ��� Expiration Date: G� , � � -��'
Phone: � � z-- `�/ r! ��//Z-- Alternate Phone:
--�_�___
TYRES OF OCCUPANCY '
Residential ❑ Commercial ❑ Other
**ATTENTIeJ►N APPLICANT **
Fill in al[ appropriate blanks and check all appropriate boxes.____���_�
Tanks•
Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other:
Nu ber of Tanks: `, �
Size of Tanks: �e�C�C�� 10�`>�� f����
Type of Activit :
❑ Trenches Mound ❑ Pressure Bed ❑ Ghambers ❑ Holding Tanks
❑ Pre-Treatment ❑ Other
NOTE: Provide an As-Built of the system before the final inspection.
A 24-HDUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
Page 9
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New or Replacement System $400.00 '�f��
Repair Existing System 100.OQ
(Tanks or Drainfield)
�
Tot�l $ '���
The undersigned hereby appiies 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 #he City
and regulations of the State of Minnesota and certfies that a!t statements made on this
application are complete, true and correct.
___-----�
Signature of Applicant �`�--� �%�� Date: � ^Z Z-- -j �
MPCA License No.: 1--���v�'
Staff Review: cept ❑ Denied
Reviewer: Date: � �
Reason for Denial:
Comments (to be printed on inspection card):
ti��
��
1. Applications far septic system permits may be mailed or submitted in person at the City
o�ces; 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 1MTH 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 installatian priar to covering. For mounds, inspe�tion is required after
rough up, but prior to sand placement (sand must be jar tested for siit content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspection to verify final caver depths and to venfy that all pump station (where
required)camponents are functional and comply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during all inspections.
Page 2
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_ _. _ __ _ _. _.
� _ _._ ,
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11
1 �IR ` "i
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��,,� ; , , THIS SYSTEM IS bEStGNED FOR
��'� -3 BEDROOMS. ANY INCREASE IN NUMBER
OF BEDROQMS INYAUDATES THIS DESIGN.
1N1)IV11)IIAL tiEWAGF: SY'STEM nES1GN SUMMARY
Pru�>rr�� (l�riirr: hc�in Sclicrcr f'hunr: �1��-;;.�-977d
n�l�ress: ?16U G��, .��� ti To��nship:
l it�: ()rc,nu ____ /i�� ;�;5b ('uunt�: I Irnnrj�in(��,iuit�
DEtiIGN l:�A(:E til l l•:C 11:111:�(�TF:I215'I ICS
Sin�le Famil� Ilonir 3 Oiher 1��i1 t��,r l la� Luam
Numbrrc�fPutcn�ial l3edruuin� Il�draulic Luadin�� .-3�
Gurba��� f)isposal � no Ue�nh to restricti��r layrr la_inches
Sc�+ag�� Litt P�im�, n�,
Nl.;h1P INFORMATIOh C.ANACITII:S
I'ump GPM & �TDI I '_7��pm and '_6 idh f)ail� W'ater Usc l;.t c�.�lr -J�u
C'��cles per da� -1 c��rles tie�tic T�ank Caparity� 2-1000�,allon tankti-t��tx installed
(ialluns r�r c�cic I I� �,allons Pump I ank�'apacrt� 10OO y�all�m tank-ti�br installr�f
1'erti�ration sitr c� s{iaring '-,"perts everv 3 tict MOIINI)�l ti7�F:�1
Number. spacinz.K
diameter ol�laterals ;-? inch laterals rven ; tert Uimen�iun of�Kurk Basc I Ox?7.�
I)epth���Rock Brlo�� Pipe 6 inChes
1�loutiv M11:�terldls l)imcnsions of Mound �4x78
.Amouiu u1�Rocl. 18 wns _ °��Slope o(Soil Under Mound l U°ro
,�muunt uf Mow�d sand 38� tons lipslope Uik� N`idth I I feet
rlmount uf lo:�m� cap I I S tuns Uu��nslo�r I)ike �i�ith _�3 fiet
nmuunt uf topsuil I+(1 ton> _ Sidrslnpe Dike Width _'0 feet
I.ineal I ret suppl� linc 170 It. _—
I.inral Fret Main Line -30 tt.
APPROVAL
13� l)ate U`l 16�017
CITY OF ORONQ - __ ____--- _ _
SEPTIC P �tMIT PLA�Ht VIEW �
INSPECTOR �� See ad�itiunal inti>rmatian shc.t il�chccked
DATE / ERMIT NO,T,�,�,z`��}-ff
L� � PROVCp AS SC$�1ITTF.D
L� APPRQVED WITH CORRECTIONS A3 NOTGD
a NOT APPROVF.D-CORRF.CT&RF.SI:B�11T
These commcnts are for your infonnation. Alt work shaN be done
in ft+11 compliance with aq upplicublc scptic and ianin
�?`��'�Il l e�i ritc+rial I�c�a�1 • IZ�����•rs, 11N »37-#
Requirements including items not specifically,notcd in thi c�icw.
KEEP TH(S PLAN SF.'f Oh SITB AT ALL'FI�t������ • , . " ' "'! ' i ` • Infi�in�t�n�ic�se���ti� i��m
Septic �:ystem Jesign
Additional Information
Property
Owner Kevin Scherer-2160 6'h Ave N Orono, MN 55356
Description of Waste Water Treatment System
This site is an existing home built in 1966. The home has a failed septic system due to soil
separation and tank integrity. The existing tanks will need to be dug up, pumped and
abandoned 2-1000 gallon septic tanks will need to be installed along with a 1000 gallon pump
tank to lift effluent to the proposed mound The mound is proposed south of the home in the
wooded portion of the lot. A few trees are in the way and will need to be cut down. The
proposed mound will have a 2 foot sand lift with a 10x37.5' rockbed. From the pump tank
effluent will be lifted 170 ft to the mound. A portion of the supply line will be installed under the
asphalt driveway. This section of the supply line MUST be insulated. (insulated pipe or foam
sheeted insulation) Installer to ensure supply line has good fall from mound back to tank
especially under driveway. A portion of the asphalt driveway will have to be removed in order to
install supply line. A flow measurement device must be installed on the pump tank.
This new on-site sewage treatment system is designed for a 3 bedroom home, Type 1 system in
accordance with the MPCA Chapter 7080 and local ordinances.
The soils on this site are loamy. The periodically saturated soils were located after going to a
depth of 14 inches. This will lead 12 inches of usable soil underneath the mound with a 2 foot
sand lift. Therefore providing a 36 inch separation for the treatment of effluent above the
periodically saturated soils.
2-1000 gallon tank will need to be installed along with a 1000 gallon pump tank to lift the
sewage to the treatment area. The power supply and switches must be located outside the
manhole and pumping chamber in a weather proof enclosure. A warning device must also be
installed with audio/visual alerts. The supply line must have drain back to the pumping chamber.
From the pump tank sewage will be pumped approximately 170 feet to the mound. There will be
3- 2" pipes each 3 feet apart inside the 10" by 37 5' rockbed. The mound will have a total
footprint of 54' by 78' with 10 percent slope underneath it.
All tank manholes should be brought to grade upon completion of tank installation, inspection
ports for the distribution boxes should also be at grade upon completion
Keep all vehicles and construction equipment off septic area. Rutting and/or compacting the
soil wi�l change the percolation rates and may lead to system failure.
Homeowner to verify all property lines.
Elevations are referenced to Bench Mark on the asphalt next to sidewalk of home.
_ __
---_---- -___ --- -
Ende 5eptic Service, LLC,24910 Territorial Road �ph 763-428-4489 or `_ i__ - , 1
Installer to verify all elevations. dimensions, and ensure proper fall to pipes Pitch pump
chamber outlet to ensure complete drain back to pump chamber.
Establish turf to prevent erosion and freezing.
Each tank is to be pumped through the maintenance cover when serviced. Do not pump
through inspecUon pipes
Homeowner is responsible for all costs involved in servicing, monitonng, and mitigating the
system.
All construction to be performed in accordance with MN Rule 7080.
Nothing other than human waste. toilet tissue, laundry, showers, water softener etc. should be
disposed of into the septic tank. Recommend iron fiiters be diverted oui of the system.
Recommended to divert the water softener as well. Garbage disposals are no recommend, due
to adding more solids and fine solids passing through the system. Excessive amounts of soap.
antibactenal soaps, cleaning agent, showers, cleaners used every shower and chlorine agents
may kill the bacteria needed to treat septic effluent. Additives are not recommended.
Recommend laundering be limited to 3 loads per day
Maintenance Requirements
See attached operating permit or management plan for details
__ _- _ _ _
Ende Septic Service, LLC, 24910 Territorial Road �pItJ63-428-4489 or ,_ _ 2
� Preliminary & Fieid Evaluation Form
�c«t�.S�pIi�RCsuurcr.rum �crs 1?.-1
Owner Information
Date 9/17/2017 Sec !l�wp;Rng
Parcel ID 2711823310017 LUG(county,city,township) City of Orono
Propem�Ow�ner. Kevin Scherer Owmers address(if�ditTerent)
Propem Address: 2160 6th Ave N
City%State:'7_ip: Orono, MN 55356
Flow [aformatioa and Waste T e/Stren 6
Gstimated Design flow 450 Anticipated Waste strength ❑ Hi Strength � DomesUc
Any Nan-Domestic Waste ❑Yes(dass� � No
Comments:
Sewage ejector.'grinder pump ❑Yes 0 No
Water softener 0 Y� �]No
Garbage Uisposal ❑Yes �No
Daycare/In home business ❑Yes � No
Site Information
Existing&proposed lot 0 Y� ❑� Well casing depth 135'
improvements located Ike sit�map)
Easements on lot located 0 Yes ❑ No Drainfield w/in 100'of ❑Y� [�f No
Iu�sitc mapl residential well
Property (ines determined �Y� ❑ � Site wlin 200'of transient ❑Y� � �
lue site map) noncammunity water supply(ITICWSI
Req'd setbacks determined � Y� ❑Na Site w/in an inner wellhead ❑Y� �No
1�'c site mapl mgrrtt zone(('W'S/N INCWS)
Utilities located& identified �Yes ❑No Buried water supply pipe ❑Y� ��
(gopher stalc one�:all► w/in 50'of system
Accc.�ss for system mafntenance �Y� ❑ No Site locaied in Shoreland ❑Y� �No
(sho�vn on site map) (�v1in I(NNY oflal:e.3(�'oPriver�
Soil treatment area protected �Y� ❑ No Site map prepared with (�J Yes ❑ No
previous items included
Construction related issues
Soil Information
Evidence of site:
Cut ❑Yes Q No
Filled ❑1'� � No
Compacted ❑Yes Q No
Disturbed ❑Yes � No
Original soils 0 Yes ❑ No
Soil logs completed and attached �Yes ❑ No Perk test completed and ❑Y� �No
attached Iifapplicable)
Soil loading rate (gpd/ft') 0.45 Percolation rate Iifappticable►
Depthielev to SH WT 12.00 Flooding or run-on potential ❑Yes Q No
(comments)
Depth to system bottom -24.00
maximum(or elev minimum)
Flood elevation(if applicable)
Depth/elev to standing
water(il'applicablc)
Ele'vation of ordinary high
Depth/elev to bedrock water level(ifapplicable)
(if applicable►
Floodplain designation and
Soil Survey information �Yg ❑No elev- 100 yr/10 yr�if applicabl�)
determined(see attachment)
Dif�erences between soil survev
and field evaluation(ifapplicable►
l herehr certiJ�•this e►�uluulivn was compleled in accvrdance wilh A4N' 7f)�i0 and unv locul rey'�•.
Ende Septic Service Cg206
Designer Signature Company License�
� Soil Observation Log
uuH.S�-pticRrsource.com vers 12.4
Owaer Information
Property Owner-'projecr. Kevin Scherer Date 9/17/2017
Propem�Address:P1D: 2160 61h Ave N
Soil Surve Information �re�er to attaa,ea sai survey
Parent matl's: 0 Till ❑Outwash ❑lacustrine ❑Aliwium ❑Organic ❑Bedrock
landscape position: ❑Summit ❑Shoulder ��y� ❑Tce slope
soil survey map units: L 13ZA slope 1 U °�o direction-downh�ll
Soil L #1
� 8°""9 �P�t Elevation Depth to SHWT 28"
Depth(in) Texture fragment% matrix color redox color consistence grade shape
0-28 Loam <35 IOYR3/2 Friable Moderate f�t<xky
28-36 clay loam <35 IOYR612 SYR4J6 Friable Moderate a�ocky
<35 loose loose single gram
friIIble weak �ranutur b�cxk�
35-50
firn� moderate pnsmat�c pi�cy
>50 rigid suOng ma,sive
<35 lOOse lOose single grain
35 -50
friable weak granu�ar b�oc�;y
firm moderate prirmauc p�a�y
>50 rig�d strong ma,sivc
�35 loose loose single grain
friable weak granu�ar b�uck�
35-50
fir►n moderate prismalic plan
>50 rigid strong mtu�ivc
Comments:
' 2160 (ith ,�1��e N Soil Lu� #2
�� Bonng Plt
�.�_. I Ir�ati�m I)�•��Ih tu SIIV1 � 1-1��
[)rpth linl le�tur� li�a�,mrn� °„ matri� cc�I�7r rc�lu� c�,l��r �un.i,tence uraclr ;hape
U-6 Luam ?� IUYR; ? I�ri,ihlr �luder<�tr �s����i,�
�,-I-� ('la�� I.�i:�m � �; I(IYK-1 b I�riahlr A�t��dcrat� Iii����.�
I-�-_'a ('la� Lo.ini � ;; It)1'R-1�6 �YIZ-i b I�riahl� Sirun�� 13�,���,,
_'�3-+�l C�la� Luain �� 101'R5,6 �YR-4�6 I�riahlc Str��n�� I{��wk�
lucne luus� ,ineli,,rain
;i _
tti.t�)Ir t���l� ��ranul:ir Mi�cl.�
i� - i(1 '
firni mud�rat� Pn.m:�u. ��lan
�0 ma„n r
ri��i�l sirun��
?1 G() 6th :'�ve N Soil Lug#3
j J eormg '�_,I Pd El�vatiun Uep[h t��Sf I W.1 �1��
U��pih�inj I r�ture fra�_ment°�� matri�colur rrJu� calur consistence �_rade shape
U-I? Loam �� IUti'k�'? I�riablr �1u�irrite i+i�,��.�
I?-�I ('la� I.uam ;; lOYR;�' I riable Strun_ i+i,�c��
'1-;(1 Cla� Luarn ;; IUl�lt� ? �1'R-� G I ri��hlc titrun�� I�I�k�,�
loost lu��sr ,inglr�rain
iS
� I�iehl� ���.j4. �ranular hlucl.�
ii - S(1 '
�lrrn mud�rate Pn,mau, �la��
�;l) mati,i�r
rigi�f siron�
li�ose 1����s� ,melr�rain
ii L�
�rlill�Il' \\�lil� L'f:111lII�l! I�II�I'�.\�
?1 - S�) �
tirm m�,d�rate Pn:mauc �,I;�i�
•,0 ri�i�f strune n,:u,�«
l h��rrhr.'�'r�lrh'll�i� x�nr�( �+'c�+ c•unt/�li'�c'�I in i�c'c•ru�cict�ic'i'tirilll 11.'1� "U�I'U und�tn1'lurctl r�'y's.
I:nde ScPtic S�r�icr C'y?U6
f)esi��ner tii�nauu�� ('um�an� I.ic��nse :=
Preliminary & �'ield Evaluation Fol•m
N��N.1i��Iii1:C,utlf�i.C�q�t �ir. 1=.�1
O��ncr Information
Uatc 9/17/2017 ti�,� I���, {Z,�,`
}'arccl II) 2711823310017 I.l i(� �county, cii�. t��„nshir) City of Orono
Pru�ert��(hi�ncr: Kevin SCher@� �h�n�r5<iddress(ifdi�7erenU
Pro��em :1d�iress: 2160 6th Ave N
('it� titatr 7ip: Orono, MN 55356
Flo�� Inform:�tion and Wastc T��pc/Strength
I:timat�d Drsign ilc��� 450 ;�nticinatr�i Waste strength (_j Hi Strength ;�j Domest�c
A�n Non-Uomestic Waste ❑ Yes(dass V) � No
('cimmrnt>:
Sewagr e,jector��rinder pump �]Yes � No
N�'ater softener � Y� �] No
(�arba=e Disposal ❑ ves C No
l)a�c:arc ` In hume busines, ;� Yes [� No
Site Information
f:�ictin_h: pro��osed lot �_'_; Y� ❑ No ���II casint�depth 135'
improvemrnts luc;atcd I:�e,it�ma�� �
E�.ascments on Iut located _] Yes Lj No f�rain�ield �►-in 100'of (_� Yes I-�l No
i•cr.i�r rna�) retiidential well
Prvpem lines detennined � Yes ❑ No Site �� in?00'of transient l_�� Y� [�i No
i.rc,iic ma�) IlOf1CO111111Uf11Iti'W81C�"SU��II�1 I?V(�N SJ
Key'd setbacks determinrd U Y�s ❑ No Site �+ in an inner�tiellhead ❑ Y� � No
(,rc.itc ma�,l m�_mt zone(C�4G��h�I�N('�4�ti�
Utilities locat�d� idemil7ed 0 Y� ❑ No l3uriedµ�ater supply pipe ❑Y� �1 No
(gu�hrr slatr unr ca111 �+�in 50'of svstem
Access i<�rs�slem rn�intenance � Y� [�� No tiite lucetrd in Shorelund L_.� Y� �-'; No
Ishu��n un sitr m:fpl I��'in IlIIIIY„I lal.c.illll'�ifri��rl
Soil �reatment �rea prcitected � Y� i_.i No Site map prepared �tiith (�� Yes � N�
prr�ious items included
C�m�tructiun rclated issues
,
Soil Information
Evidence of site:
Cut ❑Yes []No
Filled ❑ Yes [] No
Compacted ❑ Yes 0 No
Disturbed ❑Yes � No
Original soils Q Yes ❑ No
Soil logs completed and attached �Yes ❑ No Perk test complered and ❑Yes 0 No
attached Iifapplicablel
Soil loading rate (gpd�ft') 0.45 Percolation rate Iil'applicahlel
Depthielev to SH WT 12.00 Floodinb or run-on potential ❑Y� � No
(comments)
Depth to system bonom -24.00
maximum(or elev minirnum)
Flood elevation(ifapplicable)
Depthlelev to standing
waler�if applicable►
Elevation of ordinary high
Depth.%elev to bedrock water level(if applicable)
(if applicable)
Floodplain designation and
Soil Survey information �Y� ❑No elev- 100 yrl10 yr�ifapplicablc)
determined(see attachment)
Differences between soil survey
and field evaluation(ifapplicablel
I herehr certify�his evaJuulion wus compleled in aecordunce wi�h MN 7080 and am�locu!req:c.
Ende Septic Service C9206
Designer Signature Company License a
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ELEVATI�NS:
BM-14Q.0
NE CC��NER OF RC}CKBED-1 Q8.7
SE CORNER �F ROCKBED-1 C}fi.7
NW CC3RI�ER UF ROCKBED-105.7 �
SW C+DRNER OF R4CKBED-1 a5.?'
BUTTC}M �.lF RUCKBED-108.7
GRADE OF EXISTING TANKS-9�.7
INLET C3F EXIST�NG TANKS-9fi.2
GRADE C1F 1 ST PRt33POSED SEPTIC
TAI�K-98.6
ESTIMATED INLET-96.0
GRAQE C}F PUMP TANK-98,6
ESTIMATED OUTLET-95.4
Me�Unit[�a�t:HameF�Gl�coe c�mmpiex,0 to 2 pe►oea�f alupas—H Go�ty.
Mi�esots
I�ennepin County, Minnesota
L132A—Hamei-Giencoe canplex,Q to 2 �rcent:lopes
Map Unit Sett�ng
Naffanal mep uni!symbol,� 2isk3
E/svabYHt: 690 to 1,$4Q feet
Mesn annua!prescipitation: 24 ta 37 inches
Mean annual air temperature: 43 ta 5Z degre�s F
Fmst-hes period: 14Q to 18t�deys
Far�niand dasslfic.�tFa�r: Pnime tarmland if drained
Map Unit Canpositio�
Hamel aad simdar so�s. 55 percent
Glet►coe and similar soNs: 35 perceent
Mi�or components; 14 F,�erce�►t
Estimates a�based on o6servat,ions, desc�tlons, arrd transects ot
the mapanft.
asc�iption of Mamsl
Setting
Landfotm: Ground moraines
Lsndfcum position(Mreer-dinnens�nag: Dip
Down-sbpe shape: Concave,linear
ACnDss-sbpe shape: Linest,conc�ave
Parent meteriah. Colluvium over tlN
rypicsi p►mf�
Ap-t?to f0 inches: toam
A-f0 ta 24 frrclres: toam
Btg-24 to 4S inches: ciay loam
Gg-46 to T9 inches: day{oam
Rropardes and qwliti�
5i�e: 0 to 2 peraer�t
Depth to r�esMCtive feature: More�n 80 inches
Netura!drainage dass: Poorly drai�eci
Capacrky a/the most limxing layrer tc�ttansmit wsier(KsBt):
ModeratNy high ta high(0.2Q to 2.00 iNhr)
DepM ta water tabJe: About 0 ta 8 inches
Frequency ol Boa�ing: None
Fneq�ency of ponding: Noe�
Cakfrlm csrhanate,maximt►rn in pruf�e: 20 percent
SaNnity,maximum in pr�f'de: Monseline to very slightly saline(0.0
to 2.Q mmhos/cm)
Ava�ab/e w�ter stctrage fn prt�f�e: High(about 10.8 inches)
I�p�etive�au�s
tanct capab�ity c/assN'rcetion{it�rfgated): None�pecfied
tand capeb�ity c/ass�cetbn{nonimgrated): 2w
Hya�i�a/o9irc SoA Group: CtD
�;�a�� k��sou�« w�eo soa s�y ar�at2ot�
CaplKva4iat S�v� Nationsl Coc�erative 5a�Swvey Pap��1 M 3
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aneauo� :edeqs ado�s-wwop
d�d :(/euc�su�ru!�P-aeuy�l uo►�rsod�u►c�Pu87
e�i��i`�I�� �!lsuasusryrp-on�l ua�sod'uuc�pue7
sau�ow puna�� :uuo�pue�
;uaa��!p 1 :�un dew/o�u�uued
14�1
�u�uodluo��ou�1M
sa� :6ul�e��as�uP�H
(NW£60SX£O lJ)
p�ul���oN 11{�Puod :uor�eay,►ssep eu�e�a��n latl�O
(hiWS�OIIX£0�2!)4��W I��missaldap :a�►s 1��3
Q!� :drraJ�►nS�!�P�H
rn£ :(PaJe+B�urttou�+eott���'�I��UNqedea pue-�
payyaa�d�auaN �fAs7e6w�)uajeary,sse��,t�ipqede�pue�
srinw6 a��paxLawtl
(satp�u��►`0 l iRoge)yB�H :a�t.�ad u�a6ero�s ie�eM e�9�1le�d
(u�lsoyww p�Z o�
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;uaauad OZ ��N.ta�d u�iununxew 'a�evoquea wn�e�
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s
Other vegetative ctasslf�tion: Levei Swahe, Neutral
(G103XSOOiMP!}
Hyc�C so�r�ting: No
Data Source Information
Sal Sunrey Area: Hennepin CouMy,Minnesata
Survey Ares Oata: Version 12,Sep 19.2016
t��,c� I��M Msourcaat V�Aeh Sa7 Sasvey 9/18t2tt17
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ComMvado�S�rvlea Nation�Coops�etive SaN 5urveY P�e 3 of S
Hennepin Cr�unty Prc�perty Map
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1 irich= 100 feet
PARCEL ID: 2711823310017 Cammen#s:
OWMER NAME: K J Scherer&S L Scher+er
AARCQ ADDRESS:2�6� 8ixth Ave N,Oror�MN 55356
H4RCElAREA: 1.56 acres, 67,94B sq ft
PrT B:Absttad
SALE PRICE:$350,OQQ
SALE DATA: 12/2007
SALE CODE: Exduded From Rati�Studies ��t}y�������,���
��m►��c��pe�,�o�
ASSESSED 2016, PAYABLE 2017 +��eq:c�r�f�s^"dw�n"Q
wrrrnNy of a�fY keM;and(iiil'N notM+�N
PROPERTY TYPE: R�idePitial k+r�r�,eny;nm�p a aun,ar�o Pwvo«�,
HOM ESTEAD: Homes�e�i ��+aowxr st�not w�r«,m
MARKET VALUE: �450,�0 `�"�"•�'�'Of10a'�""�1'�"�""``�'
TRJC'TC)7A�: �5�322.54
COPYRIGHT G F�NNEPtN
ASSESSED 2017, PAYABLE 2Q18 ��r 20�7
PR{7PERTY IYPE: Residential
HOMESTEA,D: Momestea�'f
MARKET VALUE $484,000
UNIVER.SITY
OF MINNES4TA
��
Septic System l�+i�nagement Plan
far Above G rade Systems
The gc�l af a septic system is to proiect human hea#th and tt�environment by properly b�ating wastewatec
before reiurning it to the emironment. 1�our septic systcm is designesl to kil l harmful organisms and remove
pollutants before the water is re�ycled b�k inta our lakes,streams and groundwater.
This managernent plse will idenfify the aperatian anci maintenance activities necessary to ensw+e lang-
term performan�ce of yaur septic sysiem. Sorne of these activities must be performes! by yau, the
homeowner. 4thcr tasks m�t be per�`ormed by a licensed septic maintainer or servic�proovider. Hawcver.
ii is YUUR nesponsibility W make sure all tasks get accompiished in a timely manner.
The University af Minne�qta's,Septir S`vstent()►vner's(iuide cantains additional tips ar�d recommendsiia�s
desi�ned to extend ihe et�'ective life of your system arxf save yau mnney aver time.
Pnoprr septk systenr d�a,tns7'alta�n,operallox and nral�nanee meanar sa,f'e tr�rd c,/ttrn w�t�r!
P„�y�,� Kevi� Scherer �„�,i kjsherer10 a�yahoo.c
��cy Add,.� 216� 6th Ave N Orono, MN P,��,ID 2711823310017
s���,�;�,�� Ende Septic S�rvice Contact Info 763-42$-44$9
System installer Contact lnfo
Service Provider�Maintainer Etlde S@ptlC SQNIC@ �ntact[nfo 763-428-�489
Permitting Autharity ��tY of Orono Contact Info
Permit# Date Inspected
Keep this Management Plan with your Septic System+Own�r's Guid�.The Septic System Owner's Guide
includes a folder w hold mait�tenar�+e rec�ords inciuding pumping„inspe�tion and evaluatia�r�eports. Ask
your septic professior�l ta alsa:
• Attach p�rmit information,designer drawi»gs and as-bu'rlt of yaur sysiem,if they are available.
• Keep copies of all pwnping records and other maintenance and repair invoiz�es with this document.
• Review this document with y�r mainter�nc�prof�siena!at�ch visit;discuss any changes in product
use,activities,or water-e�s�appfiances.
For a copy of the Septic S�stem Chuner's Guide, visit www.bookstor�s.umn.edu and �h for the wc�rd
"septic"ar catt$DO-322-8642.
For more infarmation see 6ttp�:/fseptic.umn.edu
Vcrsian:August 2015
_ ( _
UNIVERSITY �S�j�tic Sy:stem�4tanagement Plan �
,f'vr A6ove Grade S�stem.r
OF MINNESQTA
Yuur Septic System ``�•�'
❑ ❑ - __.�
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.: ��+ ° � ��.:
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.. '.Grr�tYrif�we+ ... A��i �I'�..
�r�'• -'� �fw�/14_
•f�aw.�. ., � � .�
Jnw�Awrr.nd ....�� ..
. �f
1Yrf!MfeV ��' '
i t,. :1 �.'�4 k"W:«u�,3:.. :.�'sK,±`aE'�'bid..�':,iy3�,.�yp�C.;Y'�'.�'�
SepNc System Specifics
System Type: �t �lt � [II � IV* �V* �System is subject t�aperaCing permii* .
(Based an MN Rules Ch�rpter�f1�4p.22[14—24fXI,� �Cystem uses UY disinf�etia�unit•
'.4dditiorral Mrrr�gement Flan r�quirect Type nf a�ivanced treatm�nt unit
D�eUt�ag Type Well Gonstruction
Number of bedraoms: 3 Wetl depth{ft):
System capacity!design flow{gpd): � o Cased well Casin$d�pth: ��
Anticipated avcrage daily flow(gpd): ❑ C?ther(specifyj:
Comm�nts Distance from septic(ft):10a'
Business?:�Y aN Wt�at type? ls the weit�aa the desi�n drawing? • Y N
Septic Tunk
� First tank Tank volume: 1� gatl�ns v Pump 7'ank 1000 gallons
[7oes tanlc i�ve two compartments? �'1' �N v Effluent Pump rtiu,t�lrtrndel:�PE51
r� Secand tank Tarnk vc�lume: �� gallons Fump capacity �7 GPM
a Tank is con'strucied of�� TDH Zg Fcet of head
�.._....__.....
o Effluent scre�n:�Y �N Alarm �Y � N o Alarm locatir�n ����e
Soil TreAtmeet Area(STA)
MoundlAt-Grade�xx+es(�aidih x length).5'► ft x 7� ft
,�
Rock bed size(width x leng,th); 10 �} � 37.5 {� tnspection ports Q/ CleanoWs
Location of additional STA: � Surface water diversions
Type of discribution media. � ❑
Additional STA naft availabte
-2-
�NIVERSITY seprir�ysrem Managemenr Ftan
for Al�ave Gra�System.s
QF MINNESOTA
���
Homeowner Man�gement Ts�sk�
These operalivn,arr�i�nainterrarrce artivities are your responsibili�. C'�art nn pa�e 6 can Irelp
trc�k your arctivities,
Ya�r toitet�a�a gnrbage csm.Do eot llnsh anything besides 6aman wsste and toikt paper. No wet
wipes,cigarette butts,d�p�al d#npers,used mediciae,feminiae products or other trss6t
The system and septic tanks needs to be
check�+d every � months
Yaur service provider or pumper/mainGainer sl�uld evaluate if your tank needs ta be pumped mare or less
often.
Sesaonallr or scverat times per ye��
• Gec�ks. Ct�k(listen,loolc)for leaks in toilets and dripping faucets. Repair l+�ks promptly.
. Soil treutment crrea. Etegularly ct�ck for wet or,pon�y soil ariaund yow sc►il treatment area. If
surfaced sewage or smang adocs aze nat carrected by pumping tt�e tank vr fixin$bn�ken caps and
leaks,call your service professional. Uatren�ed sewc�e mcry make�tumans crmd a»imals sick. Kerp
bt`kes,snawmobiles and�her traffic off and c�trol borrowing animats.
• .�lm�rn�. Alarms signal when there is a pmblem; contact your service {�ofessional any time the
alarm si�nals.
• Linz filter. If you have a lint filter,check far lint buitdup and clean wt�n ne+cessarY. If you do not
have ane,consider adding one after washing machine.
• E�}`luent screen. If you do not have ane.consider having one in�taUed the next time the tank is
cleaned along with an alarm.
Meually
. if�ater usage rate.A water meter or anoth�r device can be used to moniiQr your aversge�daily water
use. Compare your wst�r usage rate to the design flaw of your system(listed on th�next page).
Contact your septic professional'tfyaur average daily flow over the cowse of a manth excee�ls 7U°�r,
af the design flaw for your syst+�m.
• Caps. Make sure tl�t all c�ps ar�t lids are irr�ct and in place. lnspeet for dama�ecl caps at least
every fell.Fix or replace damaged caps before winter to help prevent frcezing issu�.s.
. t�ater ec�rrditicrn�ng devices. See Page S far a list of devices.When pos.siblG,prc�,ram the reeharge
frequency based on wpter demund(gcr!lans} rat}t�than tim� (da,}�). Re�harging toa frequentty
�nay ne�tively itr��ct your septic system.Consider updatin�ta demat�operatitm if your system
currently uses time,
* Revi�ew,�aur wuter uxage rfae. Review the Watee Use Appli�nce chart on Page S.Discuss any major
changes with your service provider or pumperlmaintair�r.
Dariag ea�cb visit by a serv�e prnvider or pumper/mAint�iner
. Make sure f}�t your service professiar�l services the tank througtt the manhote.
(NOT though a 4"or 5"diatneter inspection prrrt.)
• Ask how fiul! your tan�c was with sludge and scum to determine if your service iMerval is
approTxiate.
. Ask your pumper�'maicrtair�r to acco�plish the tasks listed on the Professiona!Tasks on Page 4.
-3-
UN I V ERS ITY �Ptic Sy.stem Mana,��ment Ptan
fvr Above Grade Sy�stetrrs
OF MiNI�ESOTA
Professional Man$gement Tasks °"�.��""
These are the operatian amd mcrinte�r�cenGe ac�ivitiex tirat a pumper�mcrintQrreer per�`orms to�tp ensure long-
ter,n perfcarmarrce u/'yaur s,�ste,�. At each visit a written repartlrecord must be provided to homeoivner,
Plumbing/5oarce of Wasteirater
• Review the Water Use Appliance Ghart on Page S with homeowner.
Discuss any changcs in water use and the im�ct thase changes ma�r h�ve on the septic system.
. Review water usage rates(if availabl�e}with Iw�owr�er.
SepNc TaaWPnmp T�uks
. Manhole lid. A riser is recommended if the lid is not accessible from the ground surfa+ce,Insulate
the riser caver far fr�st prot�ction.
. Liquid lev�l.Check to make sure the tanlc is nat l�akit�g.The tiquid lev�l shauld be level with the
bott�n of the autlet pipe.(tf the wats�leve! is t�elow the b�tom of the outlet pipe,the tank may
not be wai�ight. If the water tevet is higher than che bottam af the outlet pipe of the tank, the
ef�luent screen may nted eleaning,ar there may be panding in the soil treatment azea,)
. Inspection pfpes.Replace dsmaged or missing pipes arxi caps.
. Bc�91es.Check tc�make sur�e they are in place and attached.and ihat inleVoutlet baffles are clear of
buildup or obstrucrions.
. E�7u�nt scre�n. Gheck to make sure it is in place; clean per manufacturer reeomme�ndati�.
f�ecommend retmfitted installation if one is not pre�enc.
• Alarm.Yerify that the atarm works.
• .Scum and stu�lge. Measure scum and sl��e in each c�mpartment of each septic snd pump tank,
pump if rieed�ed.
Pamp
. Pump mrd cantroLs. Check to make sure the pump and controls are operating correctly.
• Pum�var�lt. Check to make sure it is in place:cl�n per manufacturer necommeadations.
• Alarm.Verify chat the alarm works.
• Urairtbac� Gh�k tq make sure it is draining proptrly.
• Evenl counter or elupced ti�e meter. Check ta see i f there is an even#counter or ela�set!time
meter for the pump. If there es one or l�o#h,calculatc the water usage rate anel campare to the
anticipatt«�use listed on C�esign and Page 2.Dc�se Volume: tt3 gallons: Rump run time:
5.3 Minutes
Sail Te�eatmeot A�
. I»spperinn pipes. Check ta mak,e sure they are praperly e�►pped. Replace caps and pipes that are
dnmag�.
. Surfarin�o,��e,�?uent. Check for surfacing e°Pfiuent or other sigtts af problems,
• J.ateral�Jushing. Check lateral distribatian; "►f cleanauts cxist, flush and �lean ai recammended
frequc�ncy.
• �egetativn-Check to see tl�t a ga�d growth of ve�etation is covering the system.
All ot��eir camposents—evai�ate�s listed bcre.
-4-
CJNIVERSITY ��'PticSyst�mManagem�nl Plcm
for Abave Gr�xrle Sy.stems
OF MINNESOTA
W�ter-Use Appliances and `'�,,�'"'""
Equipment in the Home
Apptisaee l�pacts on S�tem Maea�eat Tips
• [3ses a€iditional water. . Use af a gsrbage disposa!is not cec��mmended.
• Adds salids to thc tank. . Minimiu gsrba�e di�osw)use.Composi inse�ud.
C,�rbagc dispasel . �'inely-ground scalids may nat�td�. • Tn p�ve�t solids fram exiting tk�tank,havc yaur
Unsettl�satids can�xit the tank tac�k pump�d mc►re iiequentty.
and enter the sc�ii treatment area. . ,�������nt screen tu your tank.
. YVashing severa!{oads an Une d�v . Choc�se a front-toad�or watex-savin�tc�p-loa�v,
uses a Mt ofwater And may�veriomd these units usc icss water than utder rnodels.
ynur system. • t..imit the addition caf extra�lids w your wnk by
. pv�rioa�in�ynur system may using liquid o�easily bindegr�dgtale dctergents.
Washing machine A���nt solids fram�citing aut in iwimit us$of bl�ch-ba5ed t�etergents and fabric
tfie tank.Unsettle�#scalicis can exit sc,ftencrs.
the tenk and ec�ter the s�it trez�tment , ��y��i$�int filter aftcr the�vasher arxl an efTluent
�- scre�n w your tank
= Wath anty full toads and think even—spread yaur
taunciry laads throughout the wcek,
« Powdered andlor high-phosphocu.s . ltsc gel dctcrgents. Prrwderert detergents mey�id
detr:r�ent�can negatively impact the solids ta the tank.
Dish►uasher P�fortn�ofyour tank�►nd scyil . ltse d�r�ecsts that are tow ar na-pFwspharus.
t�����. . lbfash c�nlX full laads.
• New maclels p�v�te"no scra�ing". . Scrape yaur dishes anyways to kcep urrdigested
They have a garbage di5posui inside. solids out ofyour septic system.
• Finely-g,rcaund salids m�y nat�ttl�. • Gxpand septic tank capacity by a facu►r ot'f.S.
Grinder pump(in Un�[dai soticis�x►n exic th�tank . Inclu�+e pump moniwring in yi�ur mainten�
hnme� and enter the sail tr+eatment area. sch�iule w ensure that it is wo�kin8 F�'F��Y�
. f1c�d un etflurnc sc:reen.
. Large volume o1'water ma} • Avcxid using ather wnter-use appliances at the same
l.arge bathtub vverlaa�d your system. time.Far e�mple,doa't wash ciathes and take a
{whirtponll • Neevy use ofbath oils Arad soe�rs cari �ath at the sa�mc timc.
impact bialagieai activit�in your . i.�se uils,sat�ps,an�i cl�eners in tfic taath or shawer
tank and scril treatment ar�x►. spsringly.
Cleaa Wpter Uses lmpacta ax System Maaa�emeat Tips
High-eftir•.icncy . [hip may result ics frc�zen pi�s • tte-route waYer directly out ofthe hause.Da nc►t
��� during co(d we�ather. route fumacr dischazge to yvur septic systern.
Water saRener • �Ait in recharge water may afT�t • 'These saurces produce water that is oat sow�e and
Iran�ilter s}stem prrfarenance. stauld r�t ga into your septic system,
Reverse nsmosis • ��har8e r�$ter may hydraulicaily • K�routc w�,te�'&arn these sourres ta anather outlet,
overload the system. such as a dry wctl,draintilc ar o1d ci�a�inkiold.
. Water from these sources will • Wben rc�lacin,g,+ccon.sidc.�r using a dernanti-basrd
Surfac�drainage overio�!tt�sy�em and is racharge vs.a time-t�s�d recharge.
i�aoting drains p�hibit�d Crom eaterics�septic . Ch�ck valves W ensure proper esperatian:havc unit
system. serviced per manufaciur�directians
-5-
UNIVERSITY ��Ptic System Management Ptan
for AGave Gra�Syst��ts
OF MINNESfJTA
Homeowner Ma�ntenance Log '�,,,�'`'
Trc�,E mr�ixuerrt,mre rutivi�ies here far eusy refere�rece. See list r�f'�cuu�emeru tusks�n�es 3 arut 4.
Activity Date accompiiabed
C�rerk freque�ttly:
Leaks:check for plumbing teaks�
Sai I treatment area check far surfacing'`*
t,int filter.cluck,clean if r►eedexi*
Bf�luent screen(ii'owner-maintained)*"*
Atarnt•"
£Jjrjreck aaRKatl,y:
Water t�e rat�(maximurn gpd )
G�ps:inspeef�t,replace if need�
Water use applisnces—review use
t�her:
•Morr�hly
+'Quarterly
*"'Bi-Annually
Naes:
"As ch� owner af th:is S.STS, I undee:stand ic 1s mg responsibsTsty tra praperdy o�raie and mainiain
the s�wage treatm�ne system an this property, utStizinq the l�fianagamenc PZan. Zf re�qu4zements in
Lhis Mana nC Flar� are nac met, 1 wild proag�tly nQtlfy the permsttinq euLhari[y and Cake
necessary crarr�ctive actians. 1f T Aev+e a new spstem, Z agre� co adcquateLy protecf the reaerve
are� E�c [uture use as a aoil treatme»t system."
Prope�rkj+Ctwner Signature: Date
M�nagement Plan Prepareci By: Tristan Ende certifica�ian�r9206
Permltting Autt�ority: City of Orono
ta2015 Rrg�aits of d�e lJniwersity of M' Al4 ng,MMr r�,�ved. The tlniversity of Mmnes�is an+oqual u�artu�rty educat�anci�la��r
'Thia m�criai is availaWe in altarnativc forr�ut�t�aan G`�tact dir W»ta Resourcc�Crnter.612-6�+t-4282 "ftu(ktawe '
Trcatmrnt Ptu�am is deliverat by the lknivcrsity caC Mi k+ner�sian Sctvice and dae Universie}°af Mmne�w Water lir�►urocs C°enuer.
���
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CITY OF ORONO cnLLED IN
INSPECTION OTIC� ���� SCHEDULED �-�o lI��Cl
PERMR NO. COMPLET
ADDRESS o���o� �� ffiJ-Z_. / V
OWNER TELEPHONE NO.7��'� 7�a�v
CONTRACTOR a- �� � •
� DESCRIPTION � � ��-�
� ❑ FOOTING DEMO-FI AL ❑ SEPTIC FINAL
� ❑ POURED WALL ❑ PLUMBING iil ❑ EXCAV/GRADING/FILLING
Q ❑ 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
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
� ❑ DEMO-SITE ❑ SEPTIC INSTALL
? O'WNERlCOKTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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W O WORK SATISFACTORY`.PFIOCEED ❑ PROJECT COMPLETE
WO� RRECT YMORK 6 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY
0 RECT NfORK,CALL FOR REINSPECTION TEMPORARY
B ORE COMERINO PERMANENT
❑CORRECTUNSAFEOONDITIONWITHIN HWRS. p pHpTOTAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR ��ATION ISSUED
�INSPECTION REOUIRED.CALL TO ARRANGE ACCESS.
CaM for the next inspection 24 hours in advance. (952) 249-4600
r on site:
Inspector
�
WMte CopyAnapectoPs Flla C�nary Coprl8lts Notla
\ DATE TIME
Y
CITY OF ORONO CALLED IN
INSPECTION NOTICE p SCHEDULED �D- �O �
PERM�T NO. ��� �� Q �l O � COMP ETED
ADDRESS a I�D C� S I S� (�-P
OWNER TELEPHONE N0.7�'3'a37" a ,7
CONTRACTOR �� r -
� DESCRIPTION �� ��`
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
� ❑ 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 ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERICOI�fTiiACTOR TO MEET 11�U:_YES_NO
� COMMENTS:
�
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W
0 ❑f�RRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CONERING PERMANENT
ti
.�CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
- �. INSPECTOR WFLL RETURN
�` ❑STOP ORDER POSTED.CALL INSPEC70R ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cae for the next inspection 24 hours in advance. (g52) 249-4600
OwnerlContra site:
Inspector:
Wh ts CopyAnspector's File C�nary CopylSits Notice
�
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE �DI`G SCHEDULED /i— Sl— 17 �—
PERMIT NO. � ��COMPLET D
ADDRESS �/ D �
OWNER TEL PHONE NO 7
CONTRACTOR �
a DESCRIPTION � �
�
41 ❑ FOOTING ❑ DEM -FINAL SEPTI FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ LATHE ❑ 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 ❑ SEPTIC INSTALL
� OWNERfCONTiiACTOR TO MEET YOU:_YES_NO
c�.� COMMENTS:
�
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W O WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
� ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL REfURN
❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (g52) 249-460�
OwnerlContra on site:
Inspector.
White Copyllnspector's File Canary CopyfSfte Notice