HomeMy WebLinkAbout2003-P06801 - new septic . .,� � - .
CITY OF OR N PERMIT
� � Permit Number:
2750 Kelley Parkway- PO Box 66 P06801
Crystal Bay, Minnesota 55323 Permit Type: Sepric
(952) 249-4600 Date Issued: 9/25/2003
SITE ADDRESS: 525 McCulley Rd
Maple Plain,MN 55359
PID: 31-118-23-24-0012
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Sepric Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolurion#:
Separate permits required:
NOTICES/REMARKS:
Matt to Inspect
FEE SUMMARY: Permit Fee: $ 100.00
Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: �dependent Septic Systems,�nc. OWNER' Kenneth Turnham Etal Trustee
2555 County Road 90 � 525 McCulley Rd
Maple Plain,MN 55359 Maple Plain,MN 55359
T'HE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCFS AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICAN ERMITEE SIGNA RE ISSUED BY SIGNATURE
Couies: 1-File(SiQnitures Required), 1-Avnlicant, 1-Monthly Renorts, 1-Assessin¢, 1-Finance Page 1
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CITY OF ORONO SEPTTC SYSTEM PERi'�IIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, Mn 55323 r
_ n � � /�
JOB SITE ADDRESS ��J ��G , Gc �/;�/ /�''O�'ki'
Occupancy Type: Residential � Commercial Other
Permit Type: New or Replacement System $100.00 �
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: C�`j,P�S� ��r�.f��,C�� Phone Number: 6�'u-3c�sv �%I"i
MailingAddress: n,� y�Z City:/,v�,�t;,„��t,rzZip: ��
Contractor's Name:/���,�p��.,��c�X�c; Y���l Phone Number 6�;_�7� ;���j`
Mailing Address: r� 2, 'l�> Ci :�I,T � �; Zi ��
2.5�� G. h' P�s,S 3� �
*** DO NOT MAII.,PAYMENT`VITH THIS APPLICATION***
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in person
at the City Offices and work must not begin unless the permit card is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(NIPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rou�h up but prior to sand placement(sand will be jar tested for silt content), and again
durin;pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components are functional and comply with codes.
5. Individual holding�tPCA Installers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
r
1. I have received a copy of the system design including the City of Orono Septic
- System Approval Cover Sheet.
2. I will be install'}ng the following:
A. Tanks:�Precast Concrete Other Manufacturer�,�2�Ur� 1��eti�,'�j
Tank Capacities: 1) /,���X> gal. 2) �/. ,�>r� gal 3) �� gal
B. Pump Station(if required)
Pump make& model G,r���(�� ,��=�,% (attach pump curve&
literature); system design requires �� gpm at_ Z,� feet of head.�
High water ala.rm make&model ,P,�a�,��� . Outside
electrical work to be completed by installer �c electrician other.
C. Treatment System: �n' � �,� �
Trenches: s.f. !► L' Mound
Depth of rock below pipe " Rock bed dimensions /n ' x �c4' '
Drop Boxes Sand bed dimensions D ' x�,�'1c1;2' '
Distribution Box Pressure Dist. Pipe Diam. �, "
Manifold Pipe Diam. ��i "
�/.�z;` 36`' o,c.,
D. Final Cover/Topsoil to be: �_ borrowed from site
(show location on site plan)��"'"` ��''�"�"'�
X trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
a�rees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Minnesota.,and certifie t at all statements made on this application are complete,true and correct.
Signature of Applicant � Date:_ ��%����
MPCA License No. ,f 7 z�
--------------------------------------------------------------------------------------------------------------------------
StaffReview: Approval Denial
Reviewer: ��,� `'�J�-�� Date: ��Z-�='��
Reason for Denial:
� .�ve G�.ri c,-c, �3e L�J'i ni�- ..d e� �i TF�" h��e.e � ,�'cT SITG' .-c'�,('r�: dD �v,c. [<°.�'l
` � SEPTIC SYSTEM APPROVAL
� ���� �
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� : � :,,e � C ITY of ORONO
i : !4 MunicipalOffices
�� � G~ Street Address: Mailing Address:
���t'Egg04'� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Phone (Home) (Work)
Address525 McCullev Road City Orono State MN Zip
Site Evaluator Steve Schirmers State License # 627 Phone# 763-497-3566
Type of Establishment: Single Family X Multi Family
Commercial Est. Gallons Per Day 750
No. Potential Bedrooms 5 Slope: 6%
Depth of Sand: Upslope: 1.5 feet Downslope: 2.1 Soil Sizing Factor 0.83
Perc Rates P-1 4.4 P-2 3.1 P-3 3.7 P-4 2.7 P-5 4.0 P-6 6.3
Restricting Layer Depth B-1 22" B-2 24" B-3 14" B-4 24" B-5 22" B-6 22�'
Type of Treatment System:
Standard X Alternative Other Performance
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift Pressurized Bed System
Holding Tank W/ Alarm
Septic Tank Size 1250 & 1000 # of Tanks 2 Lift Tank Si�e 1250
Pump Brand GPM 39 Head 27
Treatment System:
Minimum Square Feet with 9 inches of rock below pipe
Bed (10*68) Mound Treatment Area (43*90�43*112)
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (952-249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and the
following conditions: 1) Make sure both sites are�rotected.
2) Sand placement must follow Cross Section A-A in plans (Upslope and Downslope of bed).
3) Alarm must be installed inside house for pump tank.
4) Divert runoff awav from mound.
5) Keep all water softner and iron filter discharge out of septic system.
By: `� �C �J'c 6�`�i----� ��` ��- ��
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
, �-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612)-497-5011
State License #394
March 20, 1998
� CtTY oF oRONo
j�� �L(_ ;��ic� �.-t,� • $EPTIC�'fiRM[ P REVIFW
lN�PECTOR �•���+a'�-��-►�
VanMoorlehem Sub-Division �ATE -�+-�3 PERM[T NO.
LOt �, BIOCIC 2 �tPPROVEQ AS S[:B�tITT6D
McCulley Rd. er�eov�nwrTH coRarc.T�ohs ns ncrrrr�
NOT MPROYED-COR R ECT&R F.S l;H�l I"f
Orono, Henn. Co., MN �1'he��pts11i0fotyoutinformation. All wark sh,�ll bc�lonr
�,f411 eompliauee wich at1 appii�ante,eruc anel zoning cudc
�l�qUlt'Ortlepts{ACludltlg items not srecificully notcd in Ihis rc�icw.
REET'tiil8 PLAN 86T QN S1TE AT ALL'CI�l l:s
This on-site sewage treatment system is designed for a Type 1, five bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are SCS soils ma�ped - KkB - Kilkenny loam. The seasonally
saturated soils were located at 14" to 24" (mottled soil). Due to the seasonally saturated
soils, a Pressurized Mound System will need to be installed to treat septic effluent. The
bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate averaging 4.0 mpi.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A waming device must be instafled with a light
and sound device, this is in case of a pump failure.
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the rock and sand filf
material are clean. The sod layer below the entire mounded area must be turned over,
just break up the sod, be sure not to over work.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
1
L 1
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area shouid 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.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Garbage disposals are not recommended, due to adding more solids & fine
solids passing through to the system. Excessive amounts of soaps, cleaning agents &
chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not
recommended. Recommend to pump & clean your tanks through the manhole by a
certified pumper every 2 years. Check with your pumper to set up a schedule.
,
Steven B. Schirmers
�$$Y�TEA11 IS QESIGNEQ FOR
,�,,,�OROOMS. IWY INCREASE fN NUMB��
OF�DROOMS INVALIDATES tNtS DESIGN.
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M[.C��-L� '�0�4� PR'JPERTY CF�v AN M�RL�1�C-M Sub'D�V �on;
TRtv�' S�1KE \� 'Rgo.lE L-��ouc3(> �� �
�Percolotion Tests Sca1e� 1-= �� loT ta ��1�LK- 2-
W Elt�t� 't�EE - �le /. �194,3 PSSv.*�Ep ySoil Borinqs
�8enct: Mark ptZpc�t U � 1-�E�t�t . C_o.� MN
- Note� This system is fo be constructed to meet
the N1�nnesoia Pollution Contrd Agency S-P TEST/NC'i /NC
Chapter 70�0 & Local Ordinance �-��, �j���cn.,-.-.-v,�-
� Devqned By:
Note : Check al l underground utilities po:e 3/��/�� �.6t2-497-3566
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PL A SJ V���,�/ _—��— 6�o
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SET- BACKS
HOUSE Syslem must be=
Tank��� irom property 1'u�es - ��-�-'����-�' �}�S��- w�o-��-�r _
�L ,6 qs�� � trom wells
. �o from b�gs.
�M��M Tf20ItT1C(lI orea =�from bkes, ._�streoms
Treotment orea � !rom D�oPerty lu�es �T�'�D''"���°"d s""tches must be Iocoted in a
, wenther proof endosure aAside the pumping chomber ond manhde
M/��+�foc�s �.;n t�-" � from we!k
t3RCCF�c` �o 'from b!dgs.
c.�-' �,2..'from irees SOIL BORInG EI.EVAl10NS
, ! � - � c t� �� a .
a,�mirti _ TH.i3 EL.-1�..� -r���a-- �95.�
.
-30'- i 3���i°- grode�_'/o,TH.1�1E1..- oo _s �
� -�So'-
Tonk � Tank "�-So :: TFi�s EL:�� .2
�rop to Tonk �z$�i. I �on� , g"� ..I PRESSURE DISTRIBlJTION MOUND SYSTEM Th�e�L-q�L,�
,� � �' TH`��EL'9916.�
11�i1f1,� 10 8 �PlJfilplfl9
Maz.l�to4� � �f�P Ti�11�s SNAv�oc�J �mb�� EI.NAT10V ol PROc'OSED PUMPWG
.� .. CHANBER-.3�_oli�v,�w�-�?�'o.� _
�4 l0 6 dia.piQe � s��e�o<v.. -Cv� o� ��.t�c.�--�oia-o
SYSTEM DESIGN -MOUNO " �°w�� �`A�- /o°a.°
TYPE-=� �BEOft00M , Ave?oge percolation mte 4•� minJinch (design.83sq.ft treotment area pergot.of da�yr sewage flaw) .
� o �,/�y X.83�.K1gd a a sq.ft.of treatmeM orea +10%_�sq.ft. (= IOftnridth=�_ft.lenqlh of bed area+side stope�im�.to 1 x 3_� heigtt= y 3 ftx �...�_f�bwn�orea needed) ,
IClean rock needed- ��'� sq.ft.heotment areo x •�depth of rodc=�►`d cu.ft=27=�cu.yds(3/4��to 21f��db.,indudes 2��of�oc1c obove p'ipe)
I " 450 qyf� SA�b oEPT-t - /- 4S �
Go_AY�� pean s�d fill below rocic needed a�o cuyds. approx, sandy loom bodc fdl�._a.yds.appcox., topsol 6 4v-Yd-
c,�Astat`o � . �E�e�tafF��=Co Aoo.�oSo _Co_T_oe So�`.EcF t�tL�_�S�s¢ :�4�� �l� c�'�v)
Number of tontcs req�ired.�_� Ist ta�tc z � goL ,2ndlmk O° gol.mrirtxrns �S P�.lmP��t. � �amp�g-
pump;nq chomber copocity- 25% of dadysewoge fbw of � � qol.=1��gal+reserve storage of 150yz�1/BF� ��v gd.+p'ipebodcdroinoge— pRpPERTY �� A M �-�
of�`�gol./IOOGn.ftof��da.s�pplY piPe, I'u�.ftneeded 1 0 , a7 gal.f manifold�gd1100GRftof3�d'a.Pipe.l'nftneededZ��---90�• .S� -vi�,s�o Lo �
btal capacity needed�_gol.(Plus oreo for WmP) us�tr�in. /�o ga,l.caP.
. Gn,
- Oistribution ppe.L�3.�dro. , ��.ft, ���dia. perforatans�Napart
Pump s¢e ���..hp. (pumpable copacity�l2ga1.4t�rUes/doy) J LS�co a7 � H�Ao P�Ebs �Qi�c�iA'Q-u'� 3� aa+\ 1 �,�,�n. $—P TEST/NG / C.
� - Nole� When cons�n,a�ng bed - , tnis areo shoub be shoped Note= Oistonce irom �reoiment o�eo to ne'�ghba�nq weus— � pes� ned 9 '�
to d'rverl ru�-oft irom entering treotmenf orea. ����'� �u�� �vo � � 9 y.
I ; Oote��,/�/21� , PH• 612-49T-3566
' • MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
, / Eatimatcd Sewage Flowa in Galloas per day
A. Fr..ow , d
Estimated �S� gpd ►v�« i�� �n r,�m �
or measured - x 1.5 = - gpd.
z �oo zzs ►so �,
B. SEPTTC TANK LIQUID VOLUMES 4 � � 2� �� ,
_ / �1t s �so aso z4a ;�
���e�+J��' 1-I 0 O O d110I1S 6 900 525 332 Type L .
g � �oso eoo 3�o Q a �
; 8 � 1200 675 I 408 m
C. SOILS (refer to site evaluation) '"3 "`',��s y � : '�
J S£ 1`6 ' Trh � �
1. Depth to restricting layer= �:��3�i,�t=inches feet ��r
� ��� w��
2. Depth of percolation tests= �a" inches "h�°�°`
:�.w. �w iixs �soo
3. Texture �o�a w� Percolation rate y.� mpi s,K� �� �� �
S a A IS00 2330 7000
4. Land slope � % '•""y '°°° 300° "'°'°
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83=
�So gpd x 0.83 sq. ft./gpd = l,aa, sq. ft.-��o`���_ ��'��
2. Select width of rock layer (max 10' if<120 mpi max 5') _ /o ft.
3. Length of rock layer= area+width= : �-p:.x. � yh .y�-�. `
0�4Yw o�� O�� 'P�;. ''��".,
a..,r�.4�r����a r:
��d 4 S ft. -� �_ft. _�ft. �..�.��4f.?.... a�«�d', 1?�.
q• ,(�4yQ1A'�wQl'tirW.yrr.i.�.wq{�' . �. .� . . . . ...� .
: p'p'p G. f�y �'' � ... .. ,: ..: �` � .:: .:. �� ;.
^.
Wldth /O ft °... . . : :
<120mpi <10' Length�_ft
E. ROQC VOLLTME >120mpi <5'
1. Multiply rock area by rock depth to get cubic feet of rock; ��4 sq. ft. x �.d.f
ft. _�cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
�cu. ft. -:-27= a� cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;�cu. yd. x 1.4
ton/cu. yd. _�tons.
F. ABSORPTION WIDTH ne��e�wiam sm��nbi�
1. Percolation rate in top 12 inches of soil is y•� mpi e�a�wa� c�.u� woa��
Texttu'e � �1`� M+� i�e sai r�� �«a.y� ,�em�o�
� troa�l cM� �q�e ro« �ay�r vram
Fauer t6an 0.1 Cwete Saod 1.20 I.00
0.1 to S Saod 1-0 1.00
2. Select allowable soil loadin rate from table; o.��s F�a s� o.�o z.00
S 6 w IS Smdy L.oam 0.79 1.52
16 ro 30 L.00m 0.60 2.00
•y s SPd � s,�.s s;u� oso Z.ao
a6�0 6o cr,r� o.as z.a�
6ow�xo a�r o.�a s.00
3. Calculate adsorption width ratio by dividing rock layer S'°""'"'°120 �Y o.20 6.00
loading rate of 1.20 gpd/ft2 by allowable soil loading rate;
1.20 gpd/ft2+ .y.� gpd/ft2= .a.��
4. � Multiply adsorption width ratio by rock layer width to get
required adsorption width;
�.�� X /o �- a�. {{
�;. D(JWNSLOPE BERM WIDTH s���- � co�«r
1. If landslope is 1% or more, ...:.:;::;,:°.:.::.: ..:.. ,.�.,
subtract rock layer width from adsorption width ����°='�� � ���.^���'�`��
���.:
�.,<�+:::�;..�•;.;: �a�.... :;,:�•::�:���.;-..::.:.,.
Rak 1' � �...
to obtain minimum downslope berm toe .;� aw►su►a •� ; , . ; ;;, , ', ; , _ 6.Topsoil
��.� ft-�ft=�_feet a�s��_ •
2. Calculate Minimum mound Size
a. Determine depth of clean sand fill at v�i�waa, °o� `"�►��
upslope edge of rock layer: �� n a�,wa�n
Separation 3' - I, S ft = �• s feet
b. Add depth of clean sand for separation (2a)
at upslope edge, depth of rock layer(1 foot) to depth of cover
(1 foot) to find the mound height at the upslope edge of rock layer;
/.S ft +'lft+ lft= 3•�� feet - 90'-
c. Enter table with landslope and upslope berm �:: ups,io�Hr�aw
ratio. Select berm multiplier of 3.2 3 . �.:` : � �. . �.
Upslope Width''�Do e:�Pox4� Rocic Bed �a�ar�.r��.r rUpslope widch
d. Multiply berm multiplier by upslope mound �_ :���,�•.�� war� .L7��+����, ��
height to find upslope berm width: .�:°�� '�"�+�Q'= ��`'�`��
s �,� ,� , � „ ; �,�
.-�-� x 3.S =J1_feet � a� ; ,
.:� �. r i.r. t�� n r �i r�
e. Multiply rock layer width by a �,.r:� ,- ::. �
„ -
landslo e to determine dro u1 elevation; °
�
p P � F r: ,�� ��a�
�_x.�_%+ 100 =_ - - feet ' '
. ;� :.,,�; �;:; `
f. Add depth of clean sand for slope To��,�, i i a �
difference (2e)at downslope edge,to
the mound height at the upslope edge
of rock layer (2b) to find the downslope height;
�,S ft+ ,l� ft= 4. I feet
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of S.�� .
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
.��. x y,I =�_feet BERM SLOYE MULT�LIERS
i. Compare the values of step G.1�2_
and Step G.2h�_ � DOw'NSLOPE vescorE
SI berm mukipliees tor various bam mnitlplias f�racious
Select the greater of the two values as the �� ���h�� �����
downslope berm width; � Z, feet
Total mound width is the sum of • a• s• • � � a• � � � �
�' 0 3.0 4.0 S.0 6.0 7.0 3.0 4.0 S.0 6.0 7.0 8.0
upslope berm (G.ZCi� 1 3.09 4.17 5.26 638 7.53 2.91 3.85 4.76 5.66 6.54 7.41
width pltts rock layer width(D.2� Z 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.t4 6.90
plus downslope berm width(G.2i); 3 3.�o a.sa s.ss �.3z a.s� i.�s s.s� a.ss s.os s.�9 b.as
�_ft+�o ft+ a� _ft= �feet a 3.ai a.�6 b.0 �.s9 9.�i z.ss 3.as a.i7 a.sa s.as b.ob
iC. Total mound length is the sum of upslope S 3.53 5.00 6.67 8.5� 10.77 2.61 333 4.00 4.62 5.19 5.71
berm width (G.2d)plus rock layer length(D.3) 6 3.66 �a�� �.ia 9_38 is.m s.sa c .� 3.ss a.ai a.9s s.a!
plus upslope berm width (G.ZCl�; � 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13
�,_ft + ��d it + �� ft= �.Q_feet $ 3•95 s.ss s.ss ��.sa is.9� x.ai 3.03 s.s� a.os a.a9 a.ss
a� .a- �� -}.. a� J/]� 9 4,l l 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 430 4.65
10 4.29 6.67 10.00 IS.00 2333 2.31 ?86 3.33 3.75 4.12 4.44
Final Dimensions: 11 4.48 7.14 I1.11 17.63 30.43 2.26 2.78 3.23 3.61 3.95 4.26
l2 4.69 7.69 1250 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08
4 3 X Jo i d���.
< <
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution
1. Minimum suggested is 20 gpm
2. Maximum suggested is 45 gpm Perforaaon Discharges in GFM
Pressure Distibution Head Perforation diameter �
feet inches
3.a. Select number of perforated lateraLs � �/32 �/4
b. Select perforation spacing= 3,O feet �.oa � 0.�4
c. Subtract 2 ft.from the rock layer length. ls o. 0.90
`� -2 ft._�_fee� . 2ob o.so i.o�
,��r«�
d. Determine the number of spaces between perforations. a Use 1.o fooc single homes.
Length perf.spacing=�.�ft.+�._ft._�.spaces b Use 20 feet for anythis►g else.
e. �3,spaces+1 =�_perforations/lateral
f. Multiply perforations per lateral by number of lateraLs to ��3� ►b�g.
get total number of perforations. � x p��=��perforations.
g. � x •�_�.BPm.
SELECTED PUMP CAPACTTY�_gpm
B.Determine head requirements:
1. Elevation difference between pump and point of dischazge.
�'L feet
2. If pumping to a pressure distribution system,five feet for pressure �°'''�'�""�°°°`
required at mazufold if gravity system,zero. °"` "°'
��feet T��;��„�, i vo�
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. ,,,,� F,n,,,;,,,��
Read friction loss in feet per 100 feet from table(F-14). �'�`
..._... .. .
F.L.= a•�o h/100 R of pipe
......_....._. . .
b. Determine total pipe length from pump to dischazge .....................................q��
point Estimate by adding 25 percent to pipe length for fitting
loss,or use a fitting loss chart(F-15 --- feet).
Equivalent pipe length-1.25 times pipe length=
�sv x 1.25= i �� feet Friction Loss in Plastic Pipe
c. Calculate total friction loss by multiplying
friction loss in h/100 ft by equivalent ipe length. Nominal
Total friction loss= �•l' x��+100=_�feet pipe dia.
4. Total head required is the sum of elevation difference, �O�� 1.5" 2" 3"
special head requirements,and total friction loss. �
20 2.47 0.73 0.11
�_+ � +�� 25 3.73 1.11 0.16
' (1) (2) (3c) 30 5.23 1.55 0.23
35 6.96 206 0.30
TOTAL HEAD �feet '� 8.91 264 0.39
45 11.07 3.28 0.48
50 13.46 3.99 0.58
C. Pump selection 55 4.76 0.70
60 5.60 0.82
65 6.48 0.95
70 7.44 1.09
1. A pump must be selected to deliver at least
,�_gpm (Step A)with at least �feet of total heati (Step B).
CERTIFICATION N0.627
STATE�,ICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing�Inc.on 3-19_98 starting at 9:33am•
Test hole location VanMoorlehem Sub-Division,Lot 1,Blk.2,Omno.
Test hole numberl�: Date test hole was prepared 3-18-98•
Depth of hole bottom 1�inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 3-18-98, 1:30pm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to mainta.in at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
9:20 refill 6
9:33 9:48 6 3-5/8 4.1 15 min
9:59 10:14 6 3-1/2 4.3 15 min
10:15 10:30 6 3-3/8 4.4 15 min
10:42 10:57 6 3-5/16 4.5 15 min
Percolation rate=4�zninutes per inch.
CERTIFICATION N0.627
STA�.TE ZI�ENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testin�.Inc.on 3-19_9g starting at 9:34am-
Test hole location VanMoorlehem Sub-Division,Lot 1,Blk 2,Orono.
Test hole numberl4; Date test hole was prepared 3-18-98•
Depth of hole bottom 1�inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 3-18-98,�:30�m_ Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siFhon_
Maximum water depth above hole bottom during test is¢inches.
Measurement, Drop in water level, Percblation rate,
Time Time interval min inches inches minutes r inch Remarks
9:20 refill 6
9:34 9:49 6 5-1/2 2.7 15 min
9:58 10:13 6 5 3 15 min
10:16 10:31 6 4-3/4 3.2 15 min
10:41 10:56 6 4-5/8 3.2 15 min
Percolation rate=�,.L�ninutes per inch.
CERTIFICATION N0.627
ST�.TE.LIGENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 3-19_9g starting at2:35am•
Test hole location VanMoorlehem Sab-DivLion� .nt 1.Rlk.2,Orono.
Test hole number�5. Date test hole was prepared 3_18-98•
Depth of hole bottom 1Z.inches. Diameter of hole C inches.
�,OIL.DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
8" - 12" Brown clay ioam
Method of scratching sidewall is k�ifg. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 3-18-98, 1:�3 pm. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic sinhon.
Maximum water depth above hole bottom during test is�t inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
9:20 refill 6
9:35 9:50 6 4-5/$ 3.2 15 min
9:57 10•12 6 4-5/16 3.5 15 min
10:17 10;32 6 4-1/16 3.7 15 min
10:40 10:55 6 3-15/16 3.8 15 min
Percolation rate=��ninutes per inch.
CERTIFICATION N0.627
STA.TE�.I�ENSE N0.394
PERCULATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on�1�2$starting at 9:36am•
Test hole location VanMoorlehem Sub-Division,.J�ot 1,BIk2,Orono.
Test hole numberl¢, Date test hole was prepared 3-18-98•
Depth of hole bottom 1�inches. Diameter of hole�inches.
SOIL.DATA FROM TEST HOI,E
DEPTH,INCHES SOIL TEXTURE �
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is koifg. Depth of gravel in bottom of hole is 2_i�.�. Date and hour of initial
water filling �-18-98. 1:30��.. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Per�lation rate,
Time Time interval min inches inches minutes r inch Remarks
9:20 refill 6
9:36 9:51 6 5-3/4 2.6 15 min
9:56 10:11 6 5-5/8 2.7 15 min
10:18 10:33 6 5-1/2 2.7 15 min
10:39 10:54 6 5-1/2 2.7 15 min
Percolation rate=�,7�minutes per inch.
� ;
CERTIFICATION N0.627
STAT'��.IrENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing.Inc.on 3_19-9g starting at.2:379m•
Test hole location_VanMoorlehem Sub-Division�I,Qt 1,Blk.2,Orono.
Test hole numberlZ Date test hole was prepared 3_18-9g•
Depth of hole bottom 1�inches. Diameter of hole�inches.
SOIL.DATA FROM TEST HOL.E
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is k�i �. Depth of gravel in bottom of hole is Z inches• Date and hour of initial
water filling �-18-98* 1•_30om. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic siphon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes er inch Remarks
9:20 refill 6
9:37 9:52 6 3-7/8 3.9 15 min
9:55 10:10 6 3-3/4 4 15 min
10:19 10:34 6 3-3/4 4 15 min
10:38 10•53 6 3-3/4 4 15 min
Percolation rate=4�Q�ninutes per inch.
CERTIFICATION N0.627
ST�4'T�LIEENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 3-19-9g starting at�:38am•
Test hole location VanMoorlehem Su-Division,Lot 1,Blk.2,Orono.
Test hole numberl$. Date test hole was prepared 3-18-9g•
Depth of hole bottom 1�inches. Diameter of hole¢inches.
SOII,DATA FROM T�ST HOI,E
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoii dark brown loam
Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 3-18-98, 1:30pm. Depth of initial water filling is 1Z_.i��above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siohon.
Maximum water depth above hole bottom during test is¢inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes r inch Remarks
9:20 refill 6
9:38 9:53 6 2-3/8 6.3 15 min
9:54 10:09 6 2-3/8 6.3 15 min
10:20 10:35 6 2-3/8 6.3 15 min
10:37 10:52 6 2-3/8 6.3 15 min
Percolation rate=5,�'ninutes per inch.
, S-P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX • (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
VanMoorlehem Sub-Division
Lot 1, Block 2
McCulley Rd.
Orono, Henn. Co., MN
Borings completed on 3-18-98, with a hand bucket auger.
BORING NUMBER 13- EIev.1003.9 - MOTTLED SOIL AT 22" - no standing water
present in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 22" Brown clay loam 10YR 5/4
22" - 30" Rusty brown clay loam 10YR 5/6 - mottles 6/8
30" - 36" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 14 EIev.1005.5 - MOTTLED SOIL AT 24" - no standing water
present in the boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 24" Brown clay loam 10YR 5/6
24" - 42" Rusty brown clay loam 10YR 5/6 - mottles 6/1,6/8
42" - 48" Rusty olive brown loam 10YR 6/4 - mottles 6/1,618
BORING NUMBER 15- EIev.1003.2 - MOTTLED SOIL AT 14" - no standing water
present in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 14" Brown clay loam 10YR 5/4
14" - 30" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
30" - 48" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8
Soil borings cont'd.
BORING NUMBER 16- Elev. 996.7- MOTTLED SOIL AT 24" - standing water present in
the boring at 25", 20 hours after the boring.
0 - 24" Topsoil dark brown loam 2.5Y 3/2
24" - 40" Rusty dark gray clay loam 2.5Y 4/2 - mottles 6/8
40" - 48" Rusty olive gray ciay loam 2.5Y 6/2 - mottles 7/1,6/8
BORING NUMBER 17- Elev.998.8 - MOTTLED SOIL AT 22" - no standing water
present in the boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 22" Brown clay loam 10YR 5!4
22" - 30" Rusty gray brown clay loam 10YR 5/2 - mottles 7/1,6/8
30" - 48" Rusty olive gray clay loam 10YR 6/2 - mottles 7/1,6/8
BORING NUMBER 18- Elev.995.9 - MOTTLED SOIL AT 22" - standing water present in
the boring 43", 20 hours after the boring.
0 - 12" Topsoil dark brown loam 2.5Y 3!2
12" - 18" Gray brown loam 2.5Y 5/2
18" - 22" Gray brown clay loam 2.5Y 5/3
22" - 30" Rusty gray brown clay loam 2.5Y 6/3 - mottles 7/1,6/8
30" - 48" Rusty olive gray clay loam 2.5Y 6/2 - mottles 7/1,618
2
PERFORATEO �oaMY saND CaP '.
�AYER OF GEOTEXTILE �
,�'��:f��._� LATERALS FABRIC PERFORATEO LA7ERAl
;.• . � ���� •� "" •-.�. �•.. . GRA55 COVER 6 INGHES
SANOY LOAPA SOIL � '� ' ��� '"'���""� �'+�:��'��''•• TOPSOII .
� i-.�� / r;.•R`.;,•' CLEAN SANO FILL . ., �
-i� �'•� :i.�f,.;•- ..
f ,��� {i:�+ MAXIMUM SIOPE—�
3 TO 1
IAYER OF GEOTEXTILE �� . tti`���, ,� �r�� EAN ROCN a'
FABRIC OR 4 INCHES OF '�"'�`�:°� `�y.� � •!�� TOPso�� �i• �� z�iz INCNES
HqY COVERED BY �` l ' , � �'' D'SKEOE SURFACE i s�oF
BUILDING PAPER .7�''� ' ,��/ / � � ueso�� •
, �'�! � ��!:�! ' � s� CROSS SECTION A-A
I'/ OR 2' .,t�:� �
.. :,.rys;
PIPE �ROM PUMP ��• t ��i� �� :�, '�
. - /F�
!-' �/ :i/• '� , �f 1
!;� f �y
3�._2��. ��� / �, ; ,�" .� PUMP NG CH MBER
..,��'�
CLEAN F�OCK ' � • ���r•'� .. � • j' � DIVERSIpN FOR .
6� TOPSOIL��.��. /� ��" �� /� 'J. SURFACE WATER W � —
, � Y , I �/
��� �r� f •� •�• , %j �/t — � .
, �: ,�s � .�'! ..x%� �r-�— — —�
', --• .r`�'=�:.i' I- i � i �"` � ( � ; ��
�``'� L :, 3 .t� PERfORATEO : (
?-��� --�:� :�' rs�� ��� MQx. � .. tATE�s � ;
:- - .:� � , ' ' �I .
_:: '.�� `'�``• � 2... ` :
�i 11 . � ' f! '. • .{�./:�� �
• . S p .;.. . 7. •.�� — � i , i
C � � . . '�'�►.�;r:::.:° 1.�{:��; � � .
Q � ���..i •I.T� '{\..����{�w�:• � I
S` IV�peQN • _.., 3 .. .�'•�"���tri'�.:�,: � , ' . '
F�� �S�'� . 6 . .�, ..�•�::� , � , � � -
�,1. '��-';i s:rj�:.'� BEO AREA� � , �» I
� BRpkENAY UR , `�."'`:.,r;•':a� , _ � , , W --
p '�.�" •��.. -�:�y. . �-- �•-; � �
N .'I '-�;.�.•, � � � ' �
gaR AT�� � . A — , � � W � m : n
R�FR l ,..:% . � � ;
�QYF(Z � _ _ � � i ' i ; � — � .
� � I
LAYOUT OF PERFORATEO PIPE LATERA�S FOR � _ �NCHES I ; '�'�� � INCHE �-
PRESSURE DISTRIBUTION IN MOUND —. I ; � � I ,
� �_�
• �-'— — —' .
I PERFORATEO P�ASTIC PIPE _ DIKE��MA ET�p�KE
• TOTAL WIDTH
��� _ ' . . \
PERFORATIONS SPACED 36� ' pf�QN � ' • ; ,
ON CENTER. P RFORATION RfOF I
END 512E MAY BE ��s.'h:; �• �i pf PLAN vlEw
VIEW oa �i;. !6�
-- -------- --
2�MANIFOID � ENp pEqFORATION OF A PERFORATED LATERAL
PI PE --
Grw�Cora
PERFORATIONS ON BOTTOM OF
PLASTIC PIPE ,, T.w�M
- 9�ti J �� _:_�_ , ' S:�n�. � ....•_a�rr,r.l.oy�r ot Gw����U�FoWk(a tour- t
- __'IALTERNATE LOCATtON ' .�.����� '-�in�rwin�yoarjMOw��
oi vipE iROM PueAP1
�. P�rbr lion di11eJ flwl+oMally
` • �Inlo C y Ww Toy
9 / . �/� Plw •• M l�o�t 12'to EGy�
END CAP Q,, ;.
/ rERAL ,��ie��,.. . , .' ...:. o� a«r�r..
p La -P..�o.�nw,.�.w�.a e�
lE Bo1�om ol �e�rW
�%� � pERF�RA ruNwi� c►�+nMeER ' ..� u.�s�a�,.r
\ �FN�rN . .orie�nei sou wm..�� �.w.e .
� F-8
(� .i { t �� , . ' � . �'. , _i 4_ w�
��� , �� ��� . y� ,�
REOWOOD, CEDqF� OR
WATER TIGHT B� I.00KABLE ELECTRIC 80X—� TREATED POST (4 x 4 min) '
PLUGS OR ELECTRIC CONNECTIONS---1 /`�INSiDELBOX IC CONNECTIONS MADE
2" PVC CONOUIT SCHEDULE 80 6.SP� LOOP OF POWER CORD FOR
MANHOLE COVER CHAINEO 6� LOCKED SETTLEMENT
SEALED MANHOLE RINGS .FINAL GRADE
� AT LEAST 12� ,'
��� BELOW GRADE
-�►
WIRE FROM POWER SUPPLY
� PIPE IS lAl� ON A UNIFORM SLOPE FROM
• ;� . FOR PROPER ORAINBACK IL TREATMENT I�REA
SEALED TANK COVER �--IF PIPE AT TANK MUST BE LOWER THQN
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST OE USED
WITH ANCHOR--� — yyEEP HOIE
ALARM FLOAT ON SEPARATE
EIECTRICAI CIRCUIT
NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
._S�fi1�y�.9— � _ MUST NOT RUN OVER ANY TANKS 8UT
r ' MUST BE LAID BESIOE OTIIER TANKS
�� • 3"� f `� � AND MUST BE PI.ACED IN:CONDUIT_
AIONG POST __
sf.iuT-gFf�,EvEt�Q_ _ _ ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL"FLOAt CONTACT.
Q�0 ;
Figure F-8
.
METAL
COVER .
� �., _.�;, _� _�:.. �; � .� k
� . 19�.' �`� ,; �.v:,.
� •1�_: t, � ,'y�
+ ' I i I
I X I
� ° - I
,e.:�•_ -:,••:,.
,.�•� - - -- I
CONCRETE ,�+�'
MANHOLE
� RING
I
I
� METHODS OF SECURING MANHOLE COVER TO PREVENT
I
, UNAUTHORIZED ENTRY
�
iFigure C-14 .
. ;
' c, . � ,rr,-+-
. �� �
�� �VERTICAL SIDE�ALL SEPTIC T�IK � -��
�FINISHED GRADE
-AT LEAST 6"TO 12" SOIL AT LEAST
4" DIA. COVER 4� ��A•�
�� AT LEAST I" � � � AT LEAST I"
M�K I .
� , ,:. ,....:�:... ...,
_ ,.... .����
_... '�� A DIMENSIONS FOR_ TANKS WITH VERTICAL SIDES A �
WIDTH. W 24' MINIMUM —�
LENGTH. L 2 TO 3 TIMES THE WIDTH
B OIAMETER 60� MINIMUM :
� � DEPTH. 0 30' MINIMUM• 79' MAXiMUM C �
r - -AT LEAST A---• 0.2 0 _
B 6�MINIMUMi_0 2 D MAXIMUM _ 6"
3� C 0.4 0
-� ------. --•—AT LEAST 4 FEET--- — ��
Npl E 5: �
l. SN��II�l7YlECSA1lfAST�INCI�ESINOW�Eif.fl 1. AWUK7IEOOVERSS�Y�LL1�lOCA1E0W�111f1121NG�EA
2. 111Ef1E 9 W L U[ONE OR IAp IE MN�pL&5.20'lF.AST If TI IE MNNI KXE 19 MATI IN d1(Nd�E!OF 111Q$UfYAf.E
'^' �NMrltSqll/MNLOCA1fONn1�IN6FEElOrALLTNl!� 1iE00�ENM/3I0ESECUE0701YEVGt1IACCCS4
' . Wµ�$ `� 6. 6C�1`AN�1K)NU13fANGEO�fVVEENf.NDGfl�ETf'r'F.ANU �
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—.._ SCUM CLEAR SPACE � , CL.EAN OUT TANK WhiEN'
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MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N THE SEPTIC TANK
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION�(O�TICE SCHEDULED -2-9-0 ��,Q_
PERMIT NO.�S�6�d � COMPLEfED
ADDRESS �aS �''�c C v\ c S.. S_
OWNER CONTR. �'q1� Se �� `
TELEPHONE NO.
� DESCRIPTION _S�A�.�- Nl�/�L " V�
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPIACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP � PROGRESS
� 07 DEMO-SITE SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL
� OWNERICONTRACTOR TO MEET YOU:�,YES_NO
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�NSPECTOR WILL RETURN
O STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED
❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnedContractor on site:
inspector. G��C
White CopyMspector's File Canary CopylSite Notice
DAT "
E TIME
CITY OF ORONO CALLED IN
INSPECTION OTI E SCHEDULED
PERMIT N0. � �6b COMPLETED °l-� 0-d3 lv—:�-
ADDRESS ��}�c.0�\\c�, �u
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION ���� ll�-o�L Qt
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAM�NG 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE �7 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL �EPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNOATIOWREMOVAL
� OWNERICONTRACTOp TO MEET YOU:�yES_NO
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V BEFORECWERING PERMANENT
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INSPECTOR WILL HETURN ❑CITATION ISSUED
O STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-4600
Owner/Contr ctor on site:
Inspector. ,
White Copyflnspecto�'s Flle Canary Copy/Site Not�e
J
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTIC SCHEDULED
PERMIT NO. pD��� I COMPLEfED 1�•�'�-o�
ADDRESS_ S�-5 ML�,.���-� �-U
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION S�Q�'' � ��/����
� Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES�
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V BEFORECOVERING PERMANENT
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INSPECTOR WILL REfURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CAII INSPECTOR
❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-460�
OwnerlContractor on site:
Inspector. `�"�K�
Whita CopyMspectoY's File Canary CopylSite Notice
v
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT N0. PO(oB6 / COMPLEfED �7'�-�5-0�-�
ADDRESS S�S M c(��\c�, Q�)
OWNER CONTR.
TELEPHONE N0.
� DESCRIPTION �-p �'�'�� ��M�1
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
? 09 PLUMBING RI �EPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL � �/"� 36 FOUNDATIOWREMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YEji�,NO
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� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETUFiN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952) 249-46��
OwnerlC ctor on site:
Inspector.
White Copyllnspector's Fite Canary Copy/Site Notice