HomeMy WebLinkAbout2002-P05244 - new septic system ` PERMIT
CITY O� ORONO Permit Number:
2750 Kelley Parkway- PO Box 66 P05244
Crystal Bay, Minnesota 55323 Permit Type: seph�
(952) 249-4600 Date Issued: ��ls�2oo2
SITE ADDRESS: 1075 Knoll Manor Rd
L.ong Lake,MN 55356
P I D: 26-118-23-31-0011
DESCRIPTION:
Proposed Use: Residential
Perxnit Class: General
Permit Type: Septic Permit Sub-type(s): New Sepric System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ l00.00
Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Elmer J.Peterson Company OWNER' �chard James&S Ramier
5921 Dague Ave SE � 1075 Knoll Manor Rd
Delano,MN 55328 Long Lake MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN SfRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
�n
,
APPLICANT PERMITEE SIGNATURE IS D B SIGNATURE
Conies: 1-File(SiQnitures Reauired),1-Aunlicant, 1-Monthlv Reports, 1-Assessins, 1-Finance Page 1
, ��
V
� �� v�
.
CTTY OF ORONO SEP'TIC SYSTEM PERNIIT APPLICATION
Box 66 (2750 Kelley Parkway) �
Crystal Bay,Mn 55323 � �����4��1�
:��v �
� Q +
� �
JOB SITE ADDRESS �Ca � �� /��� � � m Gn c ,�' /� e . � I ��, ,
Occupancy Type: Residential i1�C 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: �: ��0.�� �G- "`r 'S Phone Number:
Mailing Address: /d � ���� �'���a f � • City:o��•1� Zip:
Contractor's Name: t �-t r 1, �. _�'S��► �� , Phone Number: ?G `3�2-2�f za.
Mailing Address: .S'S 2� 0���t ���• S,,,. City:��lQ,►d, Zip: ��,��£3.
*** DO NOT MAIL PAYMENT"'ITH 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
A�ency(MPCA) 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
rough up but prior to sand placement(sand will be jar tested for silt content), and again
during 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 tiIPCA Installers License shall be present durinj all inspections. A 24-hour
notice is required for all inspections.
.
Y
1 '
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installing the following: p
A Tanks: �Precast Concrete Other Manufacturerf r�`4��-
Tank Capacities: 1)/�� al. 2) �`Sa� - gal 3) �al
��E- /,.�rs�47`.�on�
B. Pump Sta.tion(if required) n
Pump make&model_ �aU��d� (atta.ch pump curve&
literature); system design requires gpm at feet of head.
High water alarm make&model ���Cm !' - . Outside
electrical work to be completed by installer_�electrician other.
C. Treatment System: �e��,r M�A�, SyS'f��
Trenches: s.f. _� �d-�
Depth of rock below pipe " Rock bed dimensions Qo ' x�D_'
Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. � �� "
Manifold Pipe Diam. A�—"
D. Final Cover/Topsoil to be: bonowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
agrees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Minnesota,and certifies that all statements made on this applica.tion aze complete,true and correct.
SignatureofApplicant - Date: ���a — B 2
NII'CA License No. e���
--------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval � Denial
Reviewer: �^l�;� Date: v 1'�� ��
Reason for DeniaL•
._. .* . . y.. . � ..
n�u�r��F�o
INSTALLATION REPORT
DATE INSTALLED � ` �� �Z �3P0 SI2E ���� SEAIAL N �� � �y y �
OWNER/USER ��=-�t��'Q� �A�Yy1"�C'� — PwONE�► `�Sa' ���'a(�1�
ADDRESS: St�eet � v 7 � �L�p�� '1�1 lA'�O'g— '��G? •
Ciiy C7�E`�S-l.(� Counry ��� r StatA��� Zip �rJ �C
LOCATION DIRECTION: ��'�'� � �� ��L�.,. M,►A'�.�0'�'�t'� 1.�0 �tJ'f�+'t�i- �4'�
�o n� �j�F�
MULTI-FLO DEALER '�'�''�'�'�-^•'�-�S ��"t'� W���"�ONE N '���- u�'� —3StO�
ADORESS: Street � � � �"���� � �"�' ' �'�
City � )L 6�� - - State_��-) Zip 5S3'� (.�
APPROVING HEALTH DEPT. L�'�� �"� ���'�`
ADDRESS: Street � � �e�' ��
Ciry
G��'SY�L '6�-� state '� '�—� Zip S S 3 a1.3
SITE DATE 1� LOw
TERRAIN: HILLY FLAT
TYPE Of DISCHARGE: SURFACE DIRECT INTO
SPRAY IRRIC3ATION RETAIMED ON SITE�
SUBSURFACE 1� NO. FT. FIELD LINES
FACILITY DATA Z NO. HALF BATH3
NO. BEDROOMS_ NO. FUIL BATHS
DISHWASHER CiARBAGE DISPOSAL WATER SOFTENER +�
ESTIMATED FLOW PER OAY �6�a
OTHER DETAILS AND INFORMATION: �'���'��"�'� �'��' �'Z '�' 1'4S�S�.�P�R'°�rC�c��'
�
ELEVATION EfFLUENT DISCMARGE LAYOUT-AERIAL VIEW �
(8how loeatfon ol Faeitfty ae+d L�yout of PIaM Inst�llation)
FSoay.l ��D 1 Soe e.c���,__�.
��� I8. ��+a�1� s�asa.a.�.�t�
I �O►ww+vSfW �/�hw��.
� HousE �
i� � 30'
Z �
�.} � v��` \}�Ol�S� \ .
U \ �
� \
.• �3 ' W'�'/�v
l�li��iT/ I�ED � 2324 E. River Road. Davton.Ohio 45439(513)293-1100 I 0 rt o 0 4- 7 8�
_.. _ . . . .. . .
.
_ , . .
Authorized Distributor For
Schirmers Wastewater Treatment Systems, Inc. ����,��o
951 Katydid Lane N� • St. Michae1, 11I�N 55376 • (763) 497-3566 �AERATION EQUIPMENT
FAX(763) 497-so�� SALES & SERVICE
GENERAL INFORMATION -
OWNER �L��J� ��'��- RESIDENT
ADDRESS I C� � � ��'�O1"�"': � X�'�-�'�--'Q�. D�6"T`�-a COUNTY�
D�TE OF INSPECTION � � "��" +� -Z" PHON� �'I 7 � � �L��
UNIT INFORMATION '
T/1NK NO. ' TYPEOF TANK ��� NO.OF MOTORS SER.NUMBER `3 �
CHECK LIST 2 OO 1O 2
ltem Oons Per. Saeca. Need Attn:
1�ke M1xrd Llquor sample — O�O O O �
CF�ek Alarm System 3
= O O � O
Turn Off Po++er — O � I � O
Rin�e Surge 80�+1 9
ins�ect f_fftuent Qua11ty 5
5
Vaaivm 41eir arxl F1•lters _ O 10 �O� 1�
Vlash Fillers _ Cj O
Inspr.ct/Replace Top Gasket �
intpect/Rn.plrce 8ottom " _ �/ O O O O 1 6
lnspect alarm Sensors ✓ 2
Inspect Aerator • _ O O O O
T�rn I'ower On
CURREGTIONS RLCOMMENUCD: REPLACED FILTERS#
REPLACE EXPANDERS#
� � COMMENTS
� TESTING INFORMATION .
IN FIELD TESTS TESTS IN LABORATORY
PH TEMP_ B.O.O.
O.O. D.O.
C.O.D. __ FECAL COIIFORMS
SFTTI.LABLL• SOLIDS 96 �"`� SUSPENDED SOLIDS
� � `
" LICENSE NUMBER ����
SIONATURE OF SERVICE OR REPAIRMAN
WHITE/Health Dept. YEILOW/Bllling Flte PINKLMeiManance
�
� �
City of Orono INDIVIDUAL SEWAGE
P.O. Boz 66 TREATMENT SYSTEM
Crystal Bay,MN 55358 OPERATING PERMIT
(952)249-4600
Z3 APPLICATION . ._ _ .: _
; '�; f ,
Owner's Name:'�1 C.��'�� '.5�-`N�.�'� Date Issued: 6-�-?-0� �
Facility Name: Expiration Date: 6-z�-�3
Street Address of System:� D � S� l�i-�OL� M'A�c6� �� .
City/Zip Code: fl�o�O
Telephone: °�5 a - �l �'.o- �b l�
l. Detailed description of the Individual Sewage Treatment System, its operation and
maintenance requirements. Include all manufactures' recommendations for installation and
maintenance. Attach all copies of design specifications, calculations, site evaluation, and
service contracts as well.
'�A�--1�5 — 1�c�0-�����ciltA�n��� ���J'�'�s� .��v��<�,.,�-r-;:,��,���-r-��aJ -� l000���
voSti�eS '��1-►�tJ�1-tin��t�- '(� A laU4 r.�� Yvic.IL'CZ-��.0 ,.� � ��' -ro A l�DO �a-,1 'G3�ati�.,-�
L1-1�-1T''c4s�4 �,�vv���'�-� ''tiv 6� l�.c�o Sc�-�-C. 5�t'K:�A��'� '6� . s-�-+���A-c�o,.� -�0
5l�La�ta�CE.� c.�, �v I . ��. 1,"L�~ !.� �, 1�'1t�L�l `�L.O ,.����.��:- SE'��hC..Y-� �..��_-�-!,
t,.., Ytr1c�.
2. Performance requirements and monitoring frequency: (*Parameters require annual monitoring
at a minimum. Other pazameters maybe required based on the situation and list any additional
parameters not given in the table in the provided blank boxes.)
:>::>:<::<:»:�:>:>:::<:>:: :;:>�;<:>:;.;:::::;: .;<::;:.::.:>;:�::.:::.:::.:.::>:::.:;:;;;::;:.;::.:.;;:.:>:::::>:::<:;:.::.»<>:::::>�,>::>�:::;::�>:»::»»:.::>:;:;;::;::
;.:...:.:.::.;;>:.;:;:;:>:::�;:::::v::>:::::>:::»:::»��:�:;:;::;:::<:>::>::.:>::»::::;::>::::::>::>::>:::>::>;::>::>:::�::::>::>::>::>::>:�::>:>:::>::»::»:::::>::>:<::��;:<:>:::�;::>:::::::::»::>::::»::>::::::;:::�::::::>::.:::>::::>;;::;:>.:.:::>::;:.:�;:.:;::>:.>::.:.::>;::>:.>:.;;>�;�..»::»:>:::::::::.:»;:
::.:............ . : � � :.;:.:;:.::.::.;:.;:.;:.:. �: :.;::.;:.;;:.>.;::::.;: . ..�. :. � :.:::.:;>:.:.;:.:::.:.;:.. :. . ...<:>::>::>::>::>:::�:<:.::.....:.... ,........;:.;;:.::.;:.;�
�::;::::::::::::>:::::::::�t�x, �.r�a.�:<::::::::::«:>::>::>::>� .. .1�.<.«<;::<::.:«:.::.».. ... ,. .... .;::.::.:;.;:.;:.>;;:;.:... . ...: .:::.:<.;:.;:.::.::.:::. .... ........ �.::;:.:.::::.:;.
>::�:a�am:����.�:.�::::::..::................................... ............................:...:..::...:::::�a�..1� :::::::...:::::.:���:.��::.�::::.::::.:�....az��::::::;:::::
::,:::.:::�:::::::.::::::::::::.:::::::::::::�::::::.:::::::.::::.�:::.�::::::..�.:.�:::�..::::.:..::::...:.:.....:.:.. ........................... ............. :::::::::::.
;::::::::.:.;:.;::.;:.::.::.::;:;:.::.:;:.::.;:.::..;:.;:.................................. � �............:.:.. ........ �...........
..:....:..................................................................... .::::::::::::::.�::.::::::::::::::::::::::::.�::::.�::::::::::::::.:�:;:.::::.::>..::.:;;:::.;;;:.::.::.::::.:::::::::.::.:. ......�?::::::::::::...............
;:.::.::.>:.:.�:::::::::.�::.�:::::::::.:::.:.�:n.. .:,�::.:.:..;:.::::::.::<::::::.�:::: .�:<::::::.�::.:.�::::::::::::.::.�:.�:. ::::.::::.:..:::::::::::.:�..::::::.:�:: .::::.�::::.�:::::::.<.>:..>:...:.;:.::�.;:.>:.;:.;:.:::.::.:::.:;:.>.>:::<;.
::::::::.�::::.::.::::::.�:::::::::::::.:::::,v..::.....� ::::..::..:::::: ::::::....:....................:::::.::::::::::::..:..:..�..:.....:�:::::..:::::::.�.:.........:.:.::::::::::::::.:::...>......:...........:::...:.;::
�:..:.:�::::;::>::::>:::>::::>::>:;::::;:>::.:�:�.::: .:�.�.: .»::<:::<::::::�:<:>::::. :. .:.
<:::>>::>::::::::::::::<<;:>::>>::>::::>:::;<:»:::;:::<:::«::::::::<��una. ............... . .Fr. �n ..................�c,�co �>:::::>::>::::::::;:::::::::::;::::>;:.�:� ::::::>::::::::::;>::::»:>:::.:.. . ...:�:»::>::::::::
.::.:::::._::;::.�:::::.:.�::::.::...... .................................................................... ....... ...........................n..�:::::::::::::.:�:'�'.:.:�:::.:::::::::::.::�`�... �ze��..:::.;::::«::
:::.�:::::�..::.:.�::�:.:::::.:::::::::::::::.�:::::::::::::::.�::::::.::::::::::::...: ................... ........... ............�'.....:...�
.::._::::.�:::.:::::.:;�:.;:.::.::.::.:.;;:.;:.;:.::.;:.;;:.;:;.:�::;.;:.::.:;.::.::.;:.:::.;::.::.;:.::.;.:�:.::.........'�....................... .3�:.........................�.........................
*Flow Daily Average Annually
*Total Fecal Ave.2000 M����:-y> � ��,,,� Annually
Coliform colonies/100 ml ��`5?��'��1 �-'`�' u�.>��-S ��
of effluent �','�``�,
c..a1��Ys,.4%.•r_ .
5-day BOD
Total .
Phosphorus
Total Nitrogen ,
TSS
*Unsaturated ' ' Annually Annually
Soil Depth �•`� �c` �.�
v�H>>���'���.�,:; ! 1 ����� - //
c�Ll�— 2.-�.�-- . o 'o >>.
l
�
�
�
Comments: t� ���1�L t�L��o'�v►� i�� NtU�- -P�S�wr�•`�: t�� 30 �u�s _
�
Person Responsible for Monitoring: 5 L1��ri�r-���� W�� u��-t4�--
Address: 9�1 1GA'C�a►� Lfl ��-
City/Zip Code: � . 1��1� �Za��-�..� I'Yl Yl .SS�') �
Telephone: '? — �i -- (��
Signature of Person Responsible for monitoring: �`�`�- ��- .-� �
�
3. Maintenance Requirements: (List any additional requirements for this system. Examples may
include Lfiluent filter cleanir,g/replacenient or pump and alarm components.)
�::,.. . ....:.. . . . . . .t ..: <. . „L... ..:�..;.:�.,, ..�..... >..�.,:.:}::
.�, ,:;. ,,��
f�. ;..�..:�
�. ,
Septage All septic tanks
RemovaUmeasurement
WN�� S��C�(�- '��-�-
50�-�� A � O`JL � C,.�►�C� '-_ � J�%'�'_�r ,. ;
}��1 Y�^��1�..�1 -'�'LO
Comments:
Person Responsible for Maintenance:__5��-l�'v���stl�-�.. u1t�Y',� c.��-�^�s�
Address: g t t �G A�'o ,v L�1 ., �-+�
City/Zip Code: �, wt� ca��R�L... Yvt �� . S,Y'?�� (�
Telephone: 7 te?: � �1 `Si �) --? S[�C.r �'
Signature of Person Responsible for Monitoring: L �,�;� . %i4�-------__�
4. Mitigation Plan: (List any additional component in boxes provided.)
,.: ..,, . .....:.:.,..:.:.. ...,..:.., .
•.,. . �. . .. ., ,. . .. . ;;�,,,:,;:.: ...�L.::::
x:•x ., •. :�..�.;�. . :.;. '�w'' .>��� �"�''��' �.�.
'�� . ; f�++{ ,�. ...�..: . •;• •: :.��.?�.::
. . .: .. ..
:. .. �. � '. . . . .. � ..... ' � �:: �' ' ��::�::�..:'�'•«�:`�::�•�::::;�' �':�:.
, :� >:�
Pump/alarm '
M�,V'�� - ��..-O ,�
1� r�'S(?�L. S.'tv 7 �- , � D c�
�L
. �
� Comments: M i�f�v�1-S��a.� �� t���sr����� ov��r�-o �'�-''S7t)L'�-
1��'�✓'f� L1�,� C�� 1.�la1�l. ��U..1'�'4-� O'�ir"� �J 1''S'�
Person Responsible for Mitigation: 'tZ� (.f�a 1�"�0 ��A�1ar�S
Address: J 0 �� �L�n��_. N1�1�o�.- �z-�, .
City/Zip Code: -
Telephone: -a lo
Signature of Person Responsible for Mitigation: �
5. Reporting requirements: All monitoring results collected during each year shall be
summarized and submitted by expiration date of the operating pernut to:
City of Orono
2750 Kelley Parkway
P.O.Box 66
Crystal Bay,MN 55356
The person conducting the monitoring and the owner shall sign the annual monitoring results.
All sampling and laboratory testing procedures, if required, shall be performed in accordance
with Wastewater Standard Methods.
6.Noncompliance:
Violation:
Remedial Action:
,� .
�
� ,.+�1
.
Notification:
I hereby certify with my signature, as the Designer,that all data for the operating permit
application is true and correct the best of my knowledge. I agree to indemnify and save City of
Orono harmless from all losses, damages,costs and charges that may be incurred by the City �
because of my failure to comply with the provisions of this Ordinance.
' � � 3 pl �' � — 1 " —O'z__
Signature of Designer MPCA License# Date
��J���'8. S c.����vr��:�-; �S� w�-C��.�:� Lp.� '7 t�: ��?�� - 3 Sf��,
Printed Name Address Phone Number
�S•Y�t LN��� N►�
" 5�3?�
I hereby certify with my signature, as the owner of the property where this system is to be
installed,that it is my responsibil�ty to mai.�tain an annual operating pernut in acc�rdance with
Orono Ordinance No. 199 and MN Rules Chapter 7080. Orono ISTS Permits aze not
transferable and an subsequent owners must apply for a new operating permit with Orono.
�" /
P/Lt.c-�—� t' �l..Cn.r(Q �,G�r�Qs � �-� /L3 2
Signature of Owner Printed name Date
�� ,� a�,,,.� 6'-z�-d z. �.- 7�s {�;-�r--
Application reviewed by Date Approved or Denied MPCA Reg. #
�
} _ - !_
City of Orono INDIVIDUAL SEWAGE
P.O. Bog 66 TREATMENT SYSTEM
Crystal Bay,lvnv 553� OPERATING PERMIT
(952)249-4600
�3 APPLICATION . .
,,
� �
Owner's Name:'�1 L� 'A'�l'�� ��.1-Y��� Date Issued: 6-Z?-0�
Facility Name: Expiration Date: b-�-�-0 3
Street Address of System:,� O � S' l�i-k0�`.• M'R1-k6�- Q� .
City/Zip Code: (�o�o
Telephone: a S a - �l ��.o- a�1��
1. Detailed description of the Individual Sewage Treatment System, its operation and
maintenance requirements. Include all manufactures' recommendations for installation and
maintenance. Attach all copies of design specifications, calculations, site evaluation, and
service contracts as well.
'�A�-1ws — 1�c�o�L���..cs.1�h��;�c ��J'�'R-s�� .��vv<��,l-�-�,��,�l�r�,�� -f� lvoo����
vo51 NtiS -si�-�`LV�I-i�����t�- 'f0 A �d30 r:Mi WI t-fL"S�1�FL.t� � ���f �U � l�DO �d,l '�U�,,,`��
L1�i�T^tQ�"� '��.1Y`%�?l?-�� '10 �r la-.c�0 St3.Tr'�. 5''�"F."E'f1���- "�"�4 . 5'£'1��'s'A�/o�.J '(��
S(��.a�t�-C�.+a c.�, �� ! . O�. 1,z9' /,� �. T'1uL'Sl '-�ti..0 �.ca�`_,,...'��:. 5r'v'�'J�L.Y ;v r�/�.-�..,,;
t;., yv��.
2. Performance requirements and monitoring frequency: (*Pazameters require annual monitoring
at a minimum. Other parameters maybe required based on the situation and list any additional
pazameters not given in the table in the provided blank boxes.)
:.;;;;;;;;;:::.;:.::.;:.;:.;;:.:::. :;::::::>:>:;::::::::>:::;:::>:::::>:::�:::>::;:>::::»>.<:>::::::::<::»<:>:>:�>:::;>::::<:::::�:<::;»:::>::>
:::�::�:;:;>:>:::::>::>:.»»::»::>:;:>::>::;�<::>:>:
:::>:.:;::>:>::::>::>::::::::<:;:;:<:. �
.........�:R::iiiYii::i::i:::ii::i:::iii::::i::i::'�.�i::i:::�:i:::i:iy::ii::ii::i::i:i::::::'rij::i.:..::iYi ......... ... .......�::::.....::i:i::::•i:'�?ii":?i:::::::ii::i:::::i::i:::
i}:..••••••••••�• :::i:{:'r::i::ii.i:i:.. .. . : ' ' k4iii:iiiiiiiiii. : . ': }iiiii}iiY Jiiiii: • . '. :.•••:••;iiiii:•i::::ii:::::iii. : . . '.iTiiii:�iii:ii: .: ".:••:f•••::••piii::{;}i}
:>:...: :. : �;.;;;::.:.;:.;�:.:.�.:�x�€:.:�����::>::>:::<::»::>:::::>::� .. .��>::::»::>:::>::::;<:>:::���1� .<:::;»::::::>:::�::<.::��x���:.:.::>:.;:.:.:.>:;.::. .... ......: :::>::»>::::»::
:.�ax�n:���:::.::::.::.:::�.::..::::.:::::::::::::::.�:::::.::::::.�:::::::::::::.:...::.:�::::.:.:.::::::::::::::.:: .::::::: .:..::.:.:.:::..:..:::.:::..........::.::.::::::.:�>....:.x.t� .::::::::::.
.:.:.:....�..................... .............�.........:..,...............:....�.......�...:..:.:.:...:..:...:...::::�..�::::.�:::.�:::::::.::��.::.:�::::�.:::..:::::.
:.::•ii:•iii:!''S�:•i:•i?:�:•i:�::?:::•,::::::: :;:i:•t;iX{:'ii:•ii:':':•i?:�:•i:•:i�:•i:•:4:':::.
?::;�<��:>s�f����'ll���ll:�::��::;<:>':•:::::'�:;::�::':;<'����.`� �037:��::::s:::.<.::>:::::::::>::::>:::::::::;`''>::::::::>::.`.:;#:::::;'::::::>::'::•:`•.:';::::::;:::.:::::>:#�>::::>".>;`''::.:'.;::':;'..`:`'
:::::><:><::;:::�:::::>:<>.:>:<:::�>:;::;:::::.::.::.;::.;:.>:::::
>::::::::;:::«�::»s>::s:::>:>:::::::;::><::>:<::»::::>:::::>::>::>.
:::>::;;>:<:;::>::�<::>:>:;:::;�::::>::::::::>::>::::><:>::::<::::::>::�:+�I:t�:;:<::<::<:;:;:�:�>::;: . � ..:..:. ....... . t�1 ....................�.. . ..................F�'�
. ...E�....::.:�:.::;;.
;:;.;:.;:.;:.:;.;:.:.<.::.::::::.:::::::::;::::.:::.:.�::::.:�::::::::::::::::.::::::.:�::::::::::::::::.:::.�::::::.:::::.�::::::::::::::::::::::.�:::::::::::::::.::::::::::::.�:: .,..:�.�:.�:::::::::::.:::::::.�:. ........�..........
....�:::::�:::::::::::�.:::.�.:::::..:.:::.:�:::::::.�::::.�:.�::::::.:.:::::..�:::.�::�.::.�:.:�::::::.:.�::::::::..:::::::.�:::::::.:::::::
*Flow Daily Average Annuaily
*Total Fecal Ave.2000 *������;> ��_�� Annually
Coliform colonies/100 ml A�`r��`�t '-` `�' t��-.���� ��
of effluent �'*��"�"�'
c..►.1��Yti,•;,4.�U .
5-day BOD
Total �
Phosphorus
Total Nitrogen ,
TSS
*Unsaturated �,��'�G� �,�' Annually Annually
Soil Depth
�H 1 N'�1���> I 1 �::�.:.�- - l/
'�L1L" �;��J. O 'V \a.
�
. :
• � ' _
Comments: �� 'F�LI�I� �OL�'�O'��wt t�, L11U1�- 'P�S�?wr�`F- l�� 3c� ot�tis .
Person Responsible for Monitoring: 5 L1��rii r-��S W�� t�J���--
Address: 9�1 1�DrC`�b t� �fl ��:
City/Zip Code: � . 1��1� �Za xl���� J'Y1 Yl SS:'� �
Telephone: � -- "� — lo� , .
Signature of Person Responsible for monitoring: %`�=-- . - � s^ ---
�
3. Maintenance Requirements: (List any additional requirements for this system. Examples may
include Lffluent filter cleanir�g/replacement or pump and alarni components.)
.,... l. t ...;.;. �. .. .y. f;...;..... :'•>:: '�.ti/••� ,�i,::?•' .\.
• "W 'y �''+."'L'<'i`.�.•'+Y'., n..A i•,•�� •.. ;i#•.'ti`..:, .,,ti4f�....�,,fiv'.'+.
C " �3�'�• • •7'i`•:�"'' t•• k�.;;.\.,:;,'>+�•�/,�•'• •✓ . ` <.
� ;v}.:� `.•,. . : . , ` �' '�%';�"� 'k/.'' � • `:',sY'.f':���' >f i: l,';r,'i {i�`
� •�'� :}'.f�`..,£x`.,..: •� •ti�:. • ••!`���''�'�' �'S!. • '",'
Septage All septic tanks
RemovaUmeasurement
WH�� S�r'�'C`- ��--
50�-�� A � O"7� � C,. ►�G- '- �C J�>'�F..,r ,
F�� v�n�1��� -'F�...0
Comments:
Person Responsible for Maintenance: S��l��w��s•�-e... �.0��,�� t.��1-���
Address: �t t �G/.��C�--�,o ,�o L t� ., �-��
City/Zip Code: �. Wl� U��A�L.., rY1 � . S.5'"Z rJ �
Telephone: 7 c�?. - `-I `3 �) ---? Sl�l,r , ,-:'
Signature of Person Responsible for Monitoring:_ L�:�,r�2� . �-�-----:__�
4. Mitigation Plan: (List any additional component in boxes provided.)
:....,i. L . ..... .,::,:.,.. . .,. :... .:.,:::;.•..�::::�.,:.,... :��.::;:..::...., ... ��: ...:,�,�....
, A � . :•.;,.L,.: .�.. �:,y�,y,� �,. �j'�• ,.,+Y�•��,
.4' �}
• �� ro?S' ���' :: fi/�..•r
• . ., .; 'r, . .
., �'ri
• ' ' • '' ' '• • ' i
. . .. . .;; ..,. .. :
•�k"•� . `wS�:\`}�x�°.•�5..''+ ::t'' yi�' .`'�'
Pump/alarm �
M11 L..'�i - ��.-O ,�
�l r•;-tcnz. S-s� '? �- �o
�_�
r.-�
. �
� " ' - .
Comments: M►�f t�x1-S���.t �f t��ast r���\L O V'�l..t�Y.�4 —�-��.�L�-
u7�4�✓Y L.aS� r.� 1.�1�U1...F�W��� cr�� 5�-t�
Person Responsible for Mitigation:_'�� c1��g'�a ��1�1�5
Address: 10 �� lL�n�� M�'�0�-- �-� .
City/Zip Code: -
Telephone: �a.
Signature of Person Responsible for Mitigation: �
5. Reporting requirements: All monitoring results collected during each yeaz shall be
summarized and submitted by expiration date of the operating permit to:
City of Orono
2750 Kelley Parkway
P.O.Box 66
Crystal Bay, MN 55356
The person conducting the monitoring and the owner shall sign the annual monitoring results.
All sampling and laboratory testing procedures, if required, shall be performed in accordance
with Wastewater Standard Methods.
6.Noncompliance:
Violation:
Remedial Action:
�J '
�� � �
� � • ' �
Notification:
I hereby certify with my signature, as the Designer,that all data for the operating permit
application is true and correct the best of my knowledge. I agree to indemnify and save City of
Orono harmless from all losses, damages, costs and chazges that may be incurred by the City �
because of my failure to comply with the provisions of this Ordinance.
� L L�--- , � 3�1 �' �o — i '7 -�-0"x---
Signature of Designer MPCA License# Date
��7��-�'�. S�t���v�ti�.-�,�> �S� u-�--C��v�c::;: L�.� '7 t�: -�1�� - 3 S1�b
Printed Name Address Phone Number
�S•Y►�i l..N�1�. r��..;
" 5�3��
I hereby certify with my signature, as the owner of the property where this system is to be
installed,that it is my responsibility to maintain an annual operating permit in accordance with
Orono Ordinance No. 199 and MN Rules Chapter 7080. Orono ISTS Permits are not
transferable and an subsequent owners must apply for a new operating pernut with Orono.
�C n -�
E'u.c.�—� �t'C�G..r(X ��l��QS � a-� /z'Z
_ ,
Signature of Owner Printed name Date
�� •��L�ir•� �'Z.7�d Z �.� �S tc ivr"
Application reviewed by Date Approved or Denied MPCA Reg. #
�
� SEPTIC SYSTEM APPROVAL
. �
�,- ��
�%'� '�'�,,
,
' � �\�,�
� ' C ITY of ORONO
, .r �,,
,� �� - � �� �
` '�'i, � �t ; � ti, MunicipalOffices
�\�'� � _. I � ��`„ ('j'�'%�
.t ' .� Street Address: Mailing Address:
`���'EgHOg'�� 2750 Kelley Parkway P.O. Box 66
� _ = Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner K�(���l ��M�S Phone (Home) (Work)
Address i p?� ��c�� Mn�e!' �w City State Zip
Site Evaluator Stcvc Sc_�.;�^�vS State License # �-7 Phone# �63- yq7 -3S6b
Type of Establishment: Single Family�_ Multi Famil
Commercial Est. Gallons Per Day ��C�
No. Potential Bedrooms �} Slope:
Depth of Sand: Upslope: Downslope: Soil Sizing Factor
Perc Rates P-1 ly.� P-2 7.1 P-3 P-4 P-5 P-6 P-7
Restricting Layer Depth B-1 a6�` B-2 3y'' B-3 2k" B-4 B-5 B-6
Type of Treatment System:
Standard Alternative Other Performance�
Pressurized Mound System At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size f`S�� ���1r-,�.�L•,— # of Tanks � Lift Tank Size �SO O
Pump Brand GPM a 5 Head �
Treatment System: tk-�2. t{� � S
Minimum ��eC� Square Feet with 1� inches of rock below pipe
�4e�ci Bed ab �c 6c> Mound Treatment Area
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� DENIED By the City of Orono subject to existing regulations and
the following conditions:
'_ Q�'�C r��.c� S�SK•.� Q yr�f�. (�c c 1��»- �: ��. �-�c.. i n5lnll:n� .
' ��, S �� �1c..._ l�.n� CC�:
' �El�"�1�-:+K �"t''-�1' n�j�l' L SV�=���C A� ��N��Jt
By: ��� 1��_ 6-'L7-d�L
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
r '
S-P TESTING� INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763) 497-5011
State License #394
C'1 1'Y (�F ORONO
SF,PTIC P :RMIT j�qN _ EV[EW
March 11, 2002 INSPECTOR �- �
I):1TE 6 Z.'1-a Z —=""_"�_-
� —______PERMIT NO.���w
APPROVF.D AS SGBMITT&D
APAROVED WITH CORRECT'iONS As N07'g�
Richard James [] NOT AppROVED-CORRF.CT�R�SIJg�
1075 Knoll Manor Rd. Th`S�`°"'"'�"�+n������.. ,u��,,���
Orono, Henn. Co., MN �fu����",�`0 w�„�i�,��'`�0�+��.
equhe�eat.locludi�+Mns eot.peofscalty aee.a i�W�w.IM�
IC6Qt Tlii�t�,AN��K��'R AT Ai,i,i'q►1�
This site has an existing on-site sewage treatment system which is backing up into the
home. The system is classified as an imminent health hazard and must be repaired or
disconnected within 10 months.
This site has very limited space for placing a new system due to fill soil, excavated soil
and wetland areas. A Standard system under Minnesota Chapter 7080 rules cannot be
installed. The proposal is to install a Performance System under Minnesota Chapter
7080.0179 rules for a Type 1, four bedroom home. The system will be a pressurized
seepage bed with 1', 1.2' & 1.8' of separation from the bottom of the rock and the
seasonally saturated soil (redox features). A Class 1, Multi-Flo Aerobic Wastewater
Treatment System which is classified as standard under Minnesota Chapter 7080 rules
will be used. The highly treated, filtered efFluent produced by the Multi-Flo is over 95%
free of the normal sewage contaminants that cause the progressive failure of
conventional systems. The unit will be a 600 gal/day. A trash trap is installed in front
of the Multi-Flo. The unit requires to be serviced 2 times a year which will be done by
Schirmers Wastewater Treatment Systems, Inc. A 2 year service & parts warranty
comes with the purchase of the unit. After that time, the homeowner is required to carry
a Service Contract at $125.00 a year (2002 price). A report is sent to the homeowner,
city, MPCA & Multi-Flo yearly.
To install the Performance System, approvat will be needed from the local unit of
Government. An operating permit is required by the City. The permit will need to
include monitoring of the seepage bed for hydraulic overloading & monitoring ground
water depth. This could be done at the same time the Multi-Flo is serviced. Lab
samples will be needed to test for fecal coliforms, recommend 1 time a year. Ground
water pizometers will need to be installed 10' from the system to monitor the ground
water.
1
,
The1st tank will be a 1500 gallon trash trap dosing chamber reversed using the 500
gallons as a trash trap and the 1000 gallons as a dosing chamber which will dose 12.5
gallons every 30 minutes to the Multi-Flo Unit. An anti-siphon device will need to be
used (see attached diagram). The effluent will flow gravity from the Multi-Flo to the
1500 gallon pumping chamber which will pressurize the seepage bed. The power
supply and switches must be located outside the manhole and pumping chamber in a
weather proof enclosure. A warning device must be installed with a light and sound
device, this is in case of a pump failure.
The mitigation plan is by using the 1500 gallon pumping chamber allows the effluent to
be stored during peak use and pumped to the system during low water use periods. A
timer could also be added to reduce the amount of effluent pumped to the system.
A water meter will need to be installed to monitor daily water use.
The soils at a depth of 12" have a percolation rate of 14.1 mpi.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid & the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system Recommend to divert the water softner also. Garbage disposals are not
recommended, due to adding more solids &fine solids passing through to the system.
Excessive amounts of soaps, anti-bacterial soaps, cleaning agents, shower cleaners
used every shower & chlorine agents may kill the bacteria needed to treat septic
effluent. Additives are not recommended. The trash trap, Multi-Flo and pumping
chamber will need to be pumped out when the setable solids reach 50% in the unit.
This will be determined at the time of the services.
Cy�� • ��
Steven B. Schirmers ��a��
.�-.e�� �rNw�s���
ef�oo�+r�wa��a n�s e�,
2
i
--___--- � 48---� ;—
_ � ,
_ ___ �
.% � ��
� ___
,- � __ ____—
�, ,�:p,�-� . .__ __s�.__--
� � s ----- __.��_--- -�_-- \
����'
�' �lG� � \�
:'4 �,,f� %
�� i `.
� / / ,(�
� � /- -� ,- `1,N '
V
Li�� � , f,/ , " 4<<
F►w% �
'�..� �,.• Sc���- ___ _ �-
��` 3 S, �IC � -1
� , ',. �,�oC�a�.o�, '��d
;
� �\ � ,�_� �� � ��
, � . �, ,
_ � \ � �� V �' - `- =
�(G�AV r�C�a ` '' ,p
�1 A�..1F--uv� �, t ��._ '`4
; , . ___.
..____ ^7�
_ � - � .___..
� `' � � _ � � �a,
i T g�M," '�. . � \ s�6
� __ _
� . __ ..��
��
r`/ Ex,s�,W 6 �' _ �� Ex,sT,ac�� �, ___ '��Lv ��_ •
�) P'4vPvS'�G� — �� / r" �t— �' SO1� �" �
t i5onv�1 wp� ;� Ex��w� � _ �
�` �N�hv+�8+6Q-�£v . .� _ ,.,,cu� � ,
�� Soo-(^fASla '�tA4 � ` a" --
� '� � l4� z- � , ", �
jf` 1�►Y�'i-,► Y�o �'i �_." , . � ..�--"�f� �[-
bbO OaS)NV Ipp.q
� %
l� F�.�vc�s� ��/ ; _ �_ /__ -__._-�.__.____l- vJ'�C t..tK-`.� r
M�lv�'(rLA IOo,S JC -� � k lo3,B .-�'�� ' \ .
j 1a?���' — � �
( �Lp A j'1� �(oS�1� � �
� �f 101•'�-�� -_._-� � ..
s�u,N.� �oo,� x rr� ��s—�� K,z,q ____ —�'"�� \ �, A�L. �PR�P�-�� L�NES ��
� �xlol.s . Z ��� xyo2.o ,__..�S��4E• � -
L�}'A'M�+P� � � is � - - x�o�.s s � '�.. {a�..� t�PP�by.�r+t�S�--- '
�' 99.� Q� �•io�.5 5 �l'1�C� 'r� sb M
@# � g
01 L!•_ _ �, o \ 'W'�C'iA'�v+^'�.T Bw�aS� _�
�j�. ��.__�_____�.__ t/�
--�-� lol•�j�TJ�,�o ' ' ' "'• <3b�
�oe.
X�OO.p O
a9.Z
�. x qs.z.__ - -- _ ��_ woc�v� ��'�-±c.'�_ -- ----- ----- �
� - ------__._ _ .
�:-._.
--�e�� __.---�---� . ��� � �
Fou.Np
�C'CS�rv�: '�19� O'� U'ttSaF��� ^",� �' PROPERTY OF= tZ�CKY�K� S`R'�•j..ES
��� � ��a� O B Pefcolotion Tests Scale�
:Soil Borings \OlS ktJ�1� Vv�t�v�o�- ���t>_
�6ench Mork �iZc�r��} �-l��t�lc�.�a, , �til
"' • Note= This system is b be constructed to meet
the N6nnesoia Pollution Contrd Agency $-P TEST/N�'i /NC.
^ Chapter 7080 & Local Ordinance Dey9ned BY=
Note : Check all underground utilities po;a�_//. ?�-t.6i2-497-3566
�oo�.� r'Lu�-�, -� _�� _.� 'vZ��A�-�'Cl fi`��
o,�u���� - ��° a��, �,��-F--r a,���,�a._�,y,.�, �,�-�:
__
-(n-Sx�L N��Uv�-s- �6co" u�? �'3 a. ''�,w . �'��,.:,�.a��}��-� -->_
L��a�� �o tN�r�C ��v��- l(,`� 3��'��F'A�-t
t� ' � C7u�L�'� '� � i K n 'Sa4 Sc�t L__'6�L]�'�11-��� _G-�+`'�p S.
E�cG,4J�tvj.-c �ti - 7�}'1z," 1a�4-Cl�.
S�l'45a1�\� �)�}U�T - �SO�bS
l r�v�-� 1!�v'�'cr-�" - S 4�" �p L'°"_`_---
�
�u-S�.�-t' " — 5 co"' 3 ,� i��..�
+ 'v, . 'c� , __ � �
SET- BACKS ��r .��o,Ya. 1'1Y}�,��rGvO �
� ,
HOUSE System must be� - s `-
Tank ab� from property 1'u�es �oi.� - �,o,_ ������
y1v� �fl�fi s� �o' from wetls �
�52. f rom bldgs. a�'w�cL,q�,tp� `C'���..k �!�'�,�/ -jo�sc�t�,
_ v.`a Treotmer� area =�from lakes, _�streams R,���F,`..�
Treatme�t orea �� from property lines � ,
L412;from welfs s�--���o�-t�a��,�, 5v'-
�,from bldgs. � �
,�,.d Ls2 f�om trees te�Pawer supP�Y md switches must be in a weather SOIL 90RING ELEVATIONS
, � � ' proofi endos�xe• outside�pumping chamber.
�mi"' ����, - � . '-�-�..; �-- - _ �o,.o�a 1oa q. TH�I EL.-�
� - 30�- 5uo � �000�,,►I �"+a�-f�- : ==a=-p'`�'=�=y s T� TH�2 EL.-�7�,.'S
�°�'' �-o ,, - ,_ ,- �ov..9 Li�.-�
�o Y oo°,�,+�,I Tank :: -yS �----��'-?- ---- :��-�Grode 3 %sbpe TH:`3EL.- ��•o .
Droa fo Tank �i,�,a�. 2 �•.-,��.� TH,"4 EL-
�
. Min:t"to 8' �. � '�p��� TH.`5 EL:-
_ Maic.l��fo4' ►s���,�w��a�c,.�►,�,� � G,amber� SEEPAGE �B�0 4u�s�g�z� ELEVATION ot P -. ED PIfiAPING
�� �. ���,�� �� 1 Soo �. - ��,CHAMBEft-i�o. U-�a,�t�,�g�.o
� � 4 to 6 dia.pipe �"' - ��'�L,_�.;�, �����.�t�., ��'�����-�t�,9-�0�;�,.c•�-q�.t,
�, � � au� ,, �,�q,� �, ,. .q��.►
SYSTEM DESIGN
� TYPE�S,y BEOFt00M - Percolafron rote�min./'nch (desi�gn ll�-3o mi�/inch) �
Treatment a�ea required w/� of rock fiNer material� �.IQ4,6 = on q.ft of trench bottom u S'� ►�`v� 1�oc�S�.�C.
Number of fanks required 1 , Ist tank 1�oo gaL� 2nd tank---gol. minimuns
0�4`..[.►+4r���R-���� 5on�,1'�-�S1ir'C�r�'� 1o�o�,f costir�l.Tl�Yla�i#��/S�o�.,) '9•Sw�p�G.tY��6�'t� �'-a
�� n ' a I-f.n C�e�,.1 ✓vl rl�S"r�..o ..ala�'S'
Clean rodc�,cu.yds. (3/4 to 2 I/2 dia.,includes 2 above pipe) �)z�,,�Kv.:'�cr.�rec,�c-.� iJ 9v°T��.6O�� 1•�•� CJ 6• �1`��,p�v��P€. PROPERT�f �� '�'�C� -��1-�n ���''l�S
c� �����
P�imping chamber capadty= �fa e�€doily sewage flow of(oongd.= oagal.t Reserve.stomge�Rjd+ Pipe.back dranage�9��e�o� �l�°°�'��. _. lo�� 1�'�ot� 1�1��u4�- "�'�
c S� ,� o�v�s o r�� , �.s�s . Go.
v
( Reserv�e sto�age = �^gal./bedroom=�o�l.yal.t pipe back dranage-1� gal./1006n.ft.a pipe-.length of p'ipe needed app�,ft =�,gal.)
' #-�,,,����w��t-.Pump size ��� hp w/mercury float p�xr►p controls 'v S� �l ' L��iJ�� 4�E�'...,. � ����ta-4�-�1,� �S�1 ,J v�,y�.
�� �� •� ��Z . - ,i � � r it �� y ��,f>,-,.��. S—P TESTNG / C.
Note� Whe� constructing bed � , this area should. be shaped Note= Distance from treafinent areo to neghboring wells— Designed By= ����• �� ` —
io drv�i n�n-off from entering treotment a�ea, u�'�'� "��'� ��o
. � Date-�/$/c?z� PH. 6t2-497-3566
� ' ' TRENCH AND BED WORKSHEET
1. AVE�ZAGE DESIGN FLOW �-i: Erflmabd S�wap�flows In Galloru p�r Day
A. Estimated (�+l'�L� gpd(see figure A-1) num r o
or measured �' x fety fu gpd badroome c�� c�u n ao�.m Gau tv
1,�fsa ctor)_
2 300 225 180 6096
B. Se tic tank capacity /S00 gallons lsee figure C-1) s 4so soo 2ts ot me
C���4�— G}?-�4v�1�i�. �z��� S�y�j�„1 '1gA{1}''�¢�'P 4 600 375 256 values
�- /Ot90 eJ.�l C�'all+la G}}pjyv�yyPr r� (000 eawl N'�ti-1VS'1�'�FW�►l'� b 750 A50 294 In the
2. SOILS(Stte evaluation data) w-,Sc�o g.,i ��,,.,Q v�1.q.vr,.��: a 900 625 3s2 ciass i,
C. Depth to restricting layer= a.� , a.3 _ a, � feet > >� � s�o u,or m
8 1200 675 408 columns.
D. Max depth of system Item 2C-3 ft= /oo • �ft-3iT! —ft �y�,s�.n� �,� 5,�,�.,4�.� ,,����
E. Texture 1-0 Xl'Y✓� Percolation rate Ty • 1 NII'I i o�,.� � ��,q�,u u i,o,1,i,�.s6
F. Soil Sizing Factor(SSF) �sqft/gpd(see figure D-15)
G. %Land Slope 3 % ca:Se dcTankG dees ,uoos
3. TRENCH or BED BOTTOM AREA Number of Miuimnm Li uid Wd� Liquid capacity
Bedrooms 9 �1 Pecity with with disposal&
H. For trenches with 6 inches of rock below the pipe: �'ry �"�d��� lift inside
A x F=_�vr d x sqft/gpd= sqft s«i� �so �izs
I. For trenches with 12 inches of rock below the pipe: 3«a t000 �soo 2�
A x F x 0.8= _�nr d x sqft/gpd x 0.8= sqft ��s m 9 a�.o�oo s�oo�o 300°
J. For trenches with 18 inches of rock below the pipe:
A x F x 0.66=_��i d x sc�ft/gpd x 0.66= sqft �Mor ssb-Cj(�3 s°`a aa�r�a sou sizsng
K. For trenches with 24 inches of rock below the pipe: ..ro�.d� k F,�,m
A x F x 0.6=_�,�d x scjft/gpd x 0.6= sqft m�i"`°"i"d' �T"""^ 'q�a�"`r ��°"
L. For gravity beds with 6 or 12 inches of rock below the pipe; ' o.��S�^°•1' ��°d o:�
1.5 x A x F=1S x__e»r d x sqft/gpd= sqft b.��s.. �,r,,,� ,.67
For pressure beds with 6 or 12 inches of rock belbw the pipe; 1�o� �����
A x F= o o d x I.1.7 sqft/gpd= /no z sqf� �4�q ���
46 to 60 Gay Iwm 220
�����-�v� laoo Se��T. s.�a,.��.Y
4. ,DISTItIBiJTION(Check all that apply) �"y�'•y
over 63 M 120"' CI� 4.20
�Bed (<6%slope) Drop boxes(any slope) Rock ,,,,,,�,�in120....�a��YY
Trenches Distribution box(<3%) Chamber x ry.��.. �.�.P ,.�.,,,,� �,o,.:
preuure distrfbutlon w terlal dbMbuHon with
Pressure Gravity na�„�,��sx�r��«.�
Gravelless �il having 3p`K or morc fU�ie a�and plus very fine nnd
� "'A mound mwCbe ured.�
5. SYSTEM WIDTH,LENGTH and VOLUME �M other u per(orm�nee�y�Nm mu�t be wed
M. Select trench width= ft D-9: Soll Charaeteristies and Soil sizing
N. If using rock,divide bottom area by width: (H,I,J,K or L)+Nj= facton.(SS�for Gravelless Pipe
nolatlon rate lineal feet/
— SQft+ ft= --- lineal feet (�in�nutes/�neh) soi!texture gauon/day
Rock depth below dis bution pipe plus 0.5 foot times bottom area: Fa�ter than 0.1• co�s�a —
0.1 to 5 Medfum Sand 0.28
Rock depth in fe t+�feet x Area(H,I,J,K,or L) o.i�o s s��„dnd a.e
(�S`�ft+G.�'r�)x 1 ae O sqh=_I��Q_cuft 6`o o �tA.�'m°"" o:s
Volume in cubic yards=volume in cuft divided by 27 s�coas sv��,,, 0.6�
�C11�'+-27=�Ct1yCiS 46 to 60 Clay Loam(CL) 0.74
San y Ct
Wei t of rock in tons=cubic yards times 1.4 s�C►�cL _
cuyds x 1.4=�_tons °'ON1�`h°"�� �j'�j
ry Y
O. If using 10"Gravelless Pipe, Flow(A)x Gravelless SSF,(see figure D-9) su cr.
'Soil too coane for rewa treattnent.
_�Ur CI X lineal feet/gpd= lineal feet Ux ayctema(or npid�y rmeable aolk.
P. If uS1A Chambers H IT OI'IC/{,,as.ed on hei�},t of chamber slats + "�ilhaving5074ormore�nesand+very finesand.
$ r i i!i \�+ b" � "nstallatlonof aihtandpar�d I hngr°ge�sy fom.
width of chamber in feet(M)
sqft+ ft= lineal feet GewnIMF�Mfr
y• t 2-ROekCoae
6. LAWN AREA ,��p��,�,
Q. Select trench spacing,center to center= feet
R. Multiply trench spacing by lineal feet R x Q=sqft of lawn area �.�H
_�ft x��lineal feet=�C�.Q sqft �-24•Ro�x
3/421/2"
7. LAYOUT � �•���,�,���,
Include a drawing with scale(one inch= feet). Show pertinent property boundaries,rights-of-way,ease-
ments, location of house,garage,driveway,and all other improvements, existing or proposed soil treatment system,
well and dimensions of all elevations,setbacks and separation distances.
I hereby certify that I have mpleted this work in accordance with applicable ordinances, rules and laws.
��' � (signature) 3�s�-1 (license#) � � � —�Z. (date)
1 �
' � PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
uarter inch erforations aced�3'
1. Select number of perforated laterals_� 12��
2. Select perforation spacing= 3• c7 ft � �"of,rd�`
Perf Sizing 3/16"-1/4"
3. Since perforations should not be placed closer than 1 foot to Perf Spacing 1.5�-5�
the edge of the rock layer (see diagram),subtract 2 feet from
the rock layer length. E•4: Maximum allowabie number of 1/4-inch perforations
(�p perlateral to guarantee<10X discharge varlation
a-t�Gy�T� -2 ft =_�4�ft perforation
spacing
4. Determine the number of spaces between perforations.
feet 1 inch 1.25 inch 1.S inch 2.0 inch
Divide the length (3)by perforation spacing(2)and roiand
- down to nearest whole number.
2.5 8 14 18 28
Perforation spacing= S� ft+�ft=�spaces 3.0 8 13 11 26
3.3 7 12 16 25
5. Number of perforations is equal to one plus the number of Q� � �� 15 23
perforation spaces(4). Check figure E-4 to assure the number of 5.0 6 10 14 22
perforations per lateral guarantees <10%discharge variation.
�spaces+ 1 = Zv perforations/lateral E-b: Penorat�on o�scnarg ne gpm
6. A. Total number of perforations= perforations per lateral (5) perforation diameter
times number of laterals (1) �r�a�� heod inches
<feet) 3/16 7/32 1/4
�_perfs/lat x�_lat=�perforations 1.Oo 0.42 0.56 0.74
B. Calculate the square footage per perforation. 2,pb 0.59 0.80 1.04
Should be 6-10 sqft/perf. Does not apply to at grades.
Rock bed area = rock width (ft)x rock length(ft) 5.0 0.94 1.26 1.65
�� ft x�ft= a c�� sqft a u��.0 foot for single-family homes.
Square foot per perforation=Rock bed area+number of perfs (6) b Use 2.0 feet for an nin eise.
1�v`� sqft+ �'�perfs= ��. sqft/perf MAN,��o �a,,,�, ,T END OF PRESSURE DISTR�BUTION SYSTEM
7. Determine required flow rate by multiplying the total number of
perforations (6A) by flow per perforation(see figure E-6) ..�
�i .�.�„�.
�� perfs x -S b Qv?m�perfs= � � gpm
�
:a
8. If laterals are connected to header pipe as shown on upper �`�
example,to select minimum required latera�diameter;enter M,,,�^'
�m���` �:;;$�.
figure E-4 with perforation spacing (2) and ntunber of perforations �/``�
per lateral(5) Select minimum diameter for �,�,,,a K�.�.TEo M.F�.TEpp�rop
rRnwne msTnieunor� W MOUNO
perforated lateral= inches.
,{k�.�.�,K.�
9. If perforated lateral system is attached to manifold pipe near v`��,�Y����. ��,,,,,,.��
the center,lower diagram,perforated lateral length,(3) and r,,,,,�,
number of perforations per lateral(5)will be approximately one K.,�;�,�;�.�,��
half of that in step 8. Using these values,select mirumum '°• �-
'-��s*K•t�:.��.'.�
diameter for perforated lateral=�_inches.
��e cu b, 0`����
� � - d �,tpl�Il �n- �.p
r�""
���TM
I hereby cerrify�I have c pleted this work in accordance with applicable ordinances, rules and laws.
���'-'-� ,`� (signature) ����f (license#) �' 4S-O Z (date)
� ; '� . � � , PUMP SELE�CTI�3�T���taC�D�J`ItE �
1. Determine pump capacity: �W'►�� �:.�.. �
A. Gravity distribution . .
1. Minimum reqvired'discharge is 10 gpm • '
2. .Maximurn snggested'discharge is 45 gpm. For other� . . .
establishm�ts at leas�1�°�o g•re�tei �#t�a�the water supply�rate,
but no'faster than the rate at which e�fl�iertt wiII flow out of the �
disttibution device. . � '
B. Pressure distribution . '� . ' � �
See pressure�distri7rution work sheet
From�A or B Selected•pump capacity: � r� gpm :
2. D etermine pump head•requiremen#s: . .
�titiL�1���
A. Elevatioa clifference between pump ar�d point of clischarge? � • sol►treotment syster
� feet . . ' &p I t f ischargE
..9�.;awQ•�• /01.0
B. Special head requirement?(See Figurc at right-Special Head Requirements) . �atal Ipe
� -- feet . • • 2A.elevatlon
� Inlet difference
C. Calculate Friction loss ' . p�pe
1. Select pipe diameter a.c� in � ' ' � ��� �
, :.. - ........................... .....:93.0
2. Enter Figure E-9 with gpnl(lA or B)aild pipe diameter(C1). .
Read frictian loss in feet per 100 feet from Figur+e E-9 • S e c i a l H e a d R e q u t re m e n t s
Friction Loss= �� � ft/•100ft of pipe ravity Distri ut on o ft
3. Determine total p�ipe length frorri'pwr�p d3scharge to soil treatitient :p�sure Dt§tribution 5 ft
discharge point.Estimate by add3ng 25 percent to pipe length for • .
fitting loss. Total pipe length iimes 1.25=equivalent pipe length �.r._ �
�� � feet x 1.?S =��eet � � �-9:FrictJon Loas in Plaatic P(pe -
4. Cal'culate total friction loss by multiplying friction loss(C2) � Por 100 toet
in�ft/100 ft�b .the e valeat. ' e•1 . � nominol
Y �. P1P �&���)����de by 100. �ow rcte 1.�Ipo dZamete3��
_ 1 , � I ft/100ft x ��_+100=_J �ft � m
D. Total head required is.tlte sual of elevatlon difference(A�,speaal'` 20 ' 2.47 0.73 � 0.11
head requirements.($), and total friction loss (C4) 25 3,73 1.11 0.16
� _ft+ �ft+- �=,�#a ' . 30 5.23 1.55 0�23 '
Total head: `� 'feet , 35 6.96 2.06 a3o
' 40 8.91 2.64 0,39
3. Purnp selection ' � � 11.07 3,28 0,48
� 50 13.46 3.99 0,58
A pump must be selected to deliver at ieast_. �.�! .gpm • � 4.76 0.70
� 5.60 0.82
(1A or B) with at least_�_feet of total head (1D) � 6,5 6.48 0.95
. 70 7.44� 1,09
I hereby certi�y th�hav �comp�eted this work�in accorciartce witti appl�cable ordinaiices, :rules and laws.
!=
�.. ��, �o.- (sig�tature) 3�1� (license#) 3 -�-.b'z__ (date)
� � . .. ' , � , PUMP S�LECTIO�i�7•�Tt4��'D�JItE . . .
1. D etermine pump capacity: '�j�yvl-� -�~ a
A. Gra�tity distribution . .
1. Minimum required discharge is 10 gpm � �
2. .Maximum suggested'discharge is 45,gpm. For other� . . .
.....
establish�ns�ts at leas�10�o gre�ttei��ia�i the water suppl�rate,
but no faster than the rate at which effl�ient will:Qow out of the
disttibutlrna device. . • �
B. Pressure distribution . " ' � �
See pressure�distra'bution work sheet �
From�A or B Selected�pump capacity:=gpn1 :
2. D etermine pun�p head•requiremen#s: , .
A. Elevatioz�difference between pump and point of clischarge? � � so�t treatment syster
feet . • ' &p i IschargE
' .�A�4••a��;�:. /J t.
B. Special head requirement?(See Figure at right-Special Head ltcqui'remertts) , tatal Ipe
� � feet . . . lengt .
� inlet ��e�evation
C. Calculate Frictioa loss • p� difference
1, Select pipe diameter � - 0 in � ' ' ����'� �
2. Enter Figure E-9 with gpm(3A�or B)aizd pipe diameter(Cl). ..............•----------. ..�....��
Readfrictionlossirrfeetper100feetfromFigvreE-9 ' Spectal Head �Requirements
Friction Loss= 3•�4� ,ft/•100ft of pipe ravity Distribwtion o ft
3. Deter�rune total pxpe length from�pump d3scharg�to soil treatment :pmssure Distributlon 5 ft
discharge point.Estinlate by add�ng 25 percent to pipe length for • .
fitting loss. Total pipe length tiales 1.25=equivalent pipe length �.�. F���on Losa in Ploatic Pipe
eet x 1.25 =_�s(o feet • . • Por 100 teet
4. Cal'culate total friction loss by multiplyirig friction loss(C2) • nomtnat
in�ft/100 ft.b y.the e q u iyalent pi pe•len g,t h�C 3)an d d i v i de by 1 0 0. . � Ipa dtameter
- 3:�-� ft/100ft x�,+100=_ z � ft ' now rato 1.� 2° 3°
. �----�- m
D. Total head required is.ttte sum of e7evatlon difference(A�,speri'al'�' Zb ' 2.47 0.73 0.11
head requirements.($) and total friction loss (C4) � . 3.73 1.11 0,16
ft+_���t�_ ,z�,ft= ' . 30 5.23 1,56 0,23 '
To-Eal head: _��_feet � 6.96 2.06 0.30
' ' 40 8.91 2.64 0.39
;. Pump selection � � � 11.07 3,28 o,a$
� 50 13.46 3,99 0,58
A pump must be selected to deliver at ieast,,,-��;gpm '. � 4,76 0.70
(1A or B) with at least,��feet of total head(2D) � � 5.60 0,82
� 6.48 0.95
. 70 7.44• 1,09
I hereby certi�y tY�,at I�ve co �leted this work�in accordar�ce with applicable ordinances, �.rules and laws.
,
� � (sigriature) �`� `/ (license#) � "�S'-'0"Z- (date)
� �� . �
S-P TESTING� INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
LOGS OF SOII� BORINGS
Richard James
1075 Knoll Manor Rd.
Orono, Henn. Co., MN
Borings completed on 2-28-02, with a hand bucket auger.
BORING NUMBER 1- EIev.101.1 - MOTTLED SOIL AT 26" - no standing water present
in boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 26" Brown clay loam 10YR 5/6
26" - 42" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
42" - 48" Rusty brown loam 10YR 5/6 - mottles 7/1,6/8
48" - 60" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 2- EIev.102.3 - MOTTLED SOIL AT 34" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Gray brown loam 10YR 4/2
18" - 34" Brown clay loam 10YR 5/6
34" - 46" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
46" - 60" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8
BORING NU BM ER 3_ EIev.102.0 - MOTTLED SOIL AT 28" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 28" Brown clay loam 10YR 5/6
28" - 32" Rusty brown clay loam 10YR 5/6 - mottles 6/8
32" - 40" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8
40" - 60" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8
� �� �
CERTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percola.tion test readings made by S-P Testing,Inc. on 3_1_02 starting at 12:05pm•
Test hole location James, 1075 Knoll ManorRd.,Orono.
Test hole numberl. Date test hole was prepared Z-28-U2-
Depth of hole bottom 1Z.inches. Diameter of hole�inches.
SOIL i�ATA FROM TEST AOL.E
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is 1�if�. Depth of gravel in bottom of hole is�iu�h�.. Date and hour of initial
water filling �28-02, 10:00am. 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 sinhon.
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
11:55 refill 6
12:05 12:35 6 2-1/8 14.1 30 min
12:38 1:08 6 2-1/8 14.1 30 min
1:09 1:39 6 2-1/8 14.1 30 min
Percolation rate=14�L�ninutes per inch,
i � . �
CERTIFIGATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 3_1-02 starting at 12:06�
Test hole location Richard James; 1075 Knoll Manor Rd., Orono.
Test hole number�. Date test hole was prepazedZ_2g_02•
Depth of hole bottom 12.inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Gray brown loam
Method of scratching sidewall is l�if�. Depth of gravel in bottom of hole is 2_in�hgg. Date and hour of initia.l
water filling 2-28-02, 10:00am. Depth of initial water filling is 1Z_ip�hg�above the hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic s' on.
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
11:55 refill 6
12:06 12:36 6 4-1/4 7.1 30 min
12:37 1:07 6 41/4 7.1 30 min
1:10 1:40 6 4-1/4 7.1 30 min
Percolation rate=�,1_minutes per inch
� � � '�4 t � � � l� �t �. e� � �: �. �. � � ,�.
;,�4.�,, . . i. � -
FILTER HANGER � �
PLATE � ,
EFFUJENT
WEIR
FILTER . O � SURGE BOWL
INLET �-OUTLET
ACCESS
COVER
�ACCESS COVER
PLAN VIEW
�D01VIE ASSY.
ACCESS COVER
POWER SUPPL 4" P.V.C.
CABLE ' GRADE OUTLET
�
CABLE TO
ALARM BOX � `�SURGE BOWL
4" P.V.C.-� / :
�N� ; 4" P.V.C. OUTLET E---BASIN
. �
EFFWENT WEIR - - ---
'� �'�� � 86w .
FlLTER TUBES • 74K"
OUTLET END ELEVATION
SUBMERSIBLE
AERATOR
L �w � ��a������ DAYTON,OHIO
�
ELEVATION SECTION REV'D �E SGIE N.TS
600 GPD �E>._-�
Muiti-Flo Unit °"�"`°
���
wuvnra n�uacn
A-1026
. � • � .
0
�
�
�
�
Z
- � m
�
� �
I � J
� �
,
m � � zo 0
= J
� � �
� � ~
� �
� � � z �
x � � � °� � � �
� � z ? �
N � � � o �
. > � � �, � o
- � � � � � �
� , w �
� � � : o �
� � � � � � �- o
� � � � o �
�
�=;p� O = �
j�`�;_.. . .. . . .
�����
����
�J;
� y � 1 '
F-R ,.
_._. . . .:`.<
, , ,� ;��.
RREATEORt'O�T (4 4 min)
WATER TIGHT 8� IOCKABLE EIECTRIC e0X T •
PLUGS OR ELECTRIC CONNECTIONS �'�N��(DE.80�IC CONNECTIONS MAOE
,2" PVC CONDtJIT SCHEDULE 80 6'SPACE LOOP OF P.OWER CORD FOR
MANHOLE C01�ER CHAINEO �:LOCKEO -�-- SETTLEMEN.T
SEALED MANHOIE RtNGS F NA ADE
� � AT LEAST t2' �'
��� 8 lOW �RAOE
� WIRE fROM POWER SUPPLY
PIP PIS TA I ON I�PA TO�SOIL TREATMENT AREA
� • /�� , FOR PR"OP£R 0 INBACK
SEALEO TANK COVER �--IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET EIEVATION FOR ORAINBACK,
PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HbLE MUST DE USED
WITH ANCHOR—\, — yyEEP HOLE
ALEIECTRICAI C RCUI�T RATE
NOTES: EIECTRICAL WIRE FROM POWER SUPPLY
S�� ��D _ -�— _ MUST NOT RUN 01/ER ANY TANKS BUT
��: ' MUST BE LAtD BESIOf OTIIER TANKS
•• 3"� `� _ ANO MUST BE PLACED IN CONOUIT
- ALONG POST _
sHUL-9Ff�,��Q_ — — ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST $E RUN THROUGH
CONDUIT, WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOAt CONTACT.
�00 ;
. , Figure F-8
META�
COVER
�.. ..�;, •�; -�.. �; � ,�Y•.. .k
; � 19. .' -•� �. �.v:,. Y
; i ,�... r. � .
, � �
n
� � z �
�.���... ' ,;•ie•:��r�:��.. I
; fy��.. . �
. CONCRETE ,�+R'
MANHOLE
RING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZEO ENTRY
�gurc c•la
I
,� ] a � � , � . . .
, ��'��� _ ' . . , .. �. ..
�t , . t• : �•^� � .
'VERTICAL SIDE�V'A�.L SEPTiC T�1K -��
�-FINISHED GRAOE '
� •AT LEAST 6"TO 12" SOI� AT LEAST
�w: 4' OIA. �
CO.Y R 4" DIA.-�.�
r��K _ AT LEAST I" AT LEAST I"
,�, �y.• •ti:
�. T
� �� ' �
QQIM,E,,N51 FOR,_,AT NKS WIT,�i "V RTICAL;S,I�,�,S A j
—� '�'t ���24 MINiMUM- --
l=ENGT:H �3 TIM S H WQIM�,_.
8 OIAMETER 60 MINIMUM •;
� ` QFPTH�,0 30' MINIMUAAs TBTMAXiMUM • �
_L 0.2 0
r � . �.'AT LEAST � ��8 •-•••• 6 M�N�MUMj�O�Z O_MAXIMU'•••M•—_ . � sw .
3" c� o.a o _ .
� .. . ---• . ._AT I.E�ST 4 FEET--� ""'__'-�
N01 f!: �
1. fN1qNW 1[4f A1 lf•ARf�M4YIEt M/OW+�L1f.fl �. 6WMIf11LOVVCflSl�1K��M LOCA1LOMd111N IxIHd1Et.
�. 11�Ef�l1Wl'UCp1EOf1M01KMN1101C�.l0'lf.A3t �tOO�K�1wlJtltlitlCU�810MEVW�I1AGC@!!l
Mwl�IVWtOC�tlflv�nl�n��RtEtd�I�il1�►R� t. OQf`NNIR7NNNf�WCEOlIwtiNtdpOR►rIET�M!Iw� '
wKlf:
�. Iw�eA+tCt10M Mrt OI AT Wf 1�Y1t.1�Ef M�wR1E�1 N[NY1f P0�/10N NMKt�Wlllf 1qLEff 11 W1 t wGK!
Of►AwW10lE'.11ln�l�lOC�1t00vt�DOtN11E�raE1 on►aMa�.nw+�:►+ei�::°.
Nnout�lOcvict�.tNtcnnEntrrtor•narr.i�►c��a� t, ronia��tw��Keru+nn�r�u.t�►«cso�t�,awn���o.�so
r�asu�u����'e�v.e��atirte¢N��nir+tn��NE At+oa�:NfiONCNse.�sci:'
oN�u[qx�a��N«�Na�ccs.�n wa wer�cc i�a�
• . 1'tK M/S1�lfE�lOGIlu M:Iwf f.N t1i1 f4[I AMtt���l Cl
d�rr�ts.' . � _._.
. ., .
;.
PENCA. --
MARKS � t•.
� MANH' E fi � �,��,` � �
� � .' : y
,. ;.
� �ti
1M.ET OUTLET
�. ;, .• � y
�• ;rti':�,jpi,lTt*ET•L.EVEI' '-� � t
� �: .: _. , --�. '
i� �_I �
'' :�.._�SCUM CLEAR SPACE- � �, � CLFAN OUT TANK WHEN�
a —• —=-----_-____._.�.=�« . j_'"' "�' ?�IS 3' OR t.FSs OR
� ___ —_�-""—'_—_� "'` ��� � '8'IS 12'OR LESS
N ,� .�}� ��� . �y ,1� �.��`� �
i�iti••''•'�':�': • ' ' '•� ' ' • •• . ,� BI:ACK COIAR
•ti':�':i'+:''���• "��+' "'' DiSTINGUISHBS SL.UDGE
t� ;, �:r:��;:�`2.i SW�GE ,,.�. '� � I:AY�R FROM �IOUID
� ,,: �.�
. r�� ,��r. •.
' �M, � Sy� :�1`r
MEASURE SCUM AND .SLUOGE ACCUMULATIONS
I N THE SEPTIC TANK
�o� ���� �n� ���
� �
,
��p�,�
D C
c-��'�
i
G�
I1� ' ) � �
T �� i�'t� l�'�
,
� �� aa'� ��'o
�Db
c � �
� I � �i'� i���
O� � SeQ�-.�.
\o L�� ��.c���
/
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TICE SCHEDULED
PERMIT N0. B� COMPLETED �-�Z `�'.o(1—
ADDRESS � d�s ��^Q�\ r^��T'
OWNER CONTR. ��'t�Sa^ ( C�
TELEPHONE NO.
� DESCRIPTION � � �'�`�-- � ��v �' ��`�K-�
� 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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 PTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PIUMBING FINAL \/ 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTORTOMEETYOU:,�S(ES NO
� COMMENTS: S �:L- /�e �0 7C 6 C� cc�Sd r�
a -- 1�` � o � �� � �,�:�; :
o " �-a� d<< S c+6�cKS a(
a _ �('
� ' �t'�SQ���-:Yr� p -��� �,\ >> ♦�5��` �v' r `C�C.`� _
y ��
Q ��
� – 6 � So'.\ O�itr �
Q - 5 Oc� � 1 0 eo � ��-Sc� �--c-^k. ^r�.r
�
z �- �o� �-t��l< a- n�„��-- _ 1 a•
� — O� �t-�k� ,- �� �' �.�\Q
� —�'1 (<t�`�<,1S
a,,,,,,������
O�ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
W ❑ ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL REfURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952� 249-4600
OwnedContr tor on site:
Inspector. ��C �Z"''"�'^-�
White Copyllnspector's Ffle Canary CopylSite Notice