HomeMy WebLinkAbout2003-P06456 - repair septic system � • PERMIT
C1TY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: Po64s6
Crystal Bay, Minnesota 55323 Permit Type: sepci�
(952) 249-4600 Date Issued: 6�24�2003
SITE ADDRESS: 1285 French Creek Dr
Wayzata,MN 55391
PID: 10-117-23-32-0007
DESCRI PTION:
Proposed Use: Residential
Pernut Class: General
Permit Type: Septic Permit Sub-type(s): Repair Septic System
DETAILS:
Approved per resolution#:
Separate permits required: Other-Q
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 50.00
Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 50.50
APPLICANT: Elmer J. Peterson Company OWNER: Steven&Mary Kennedy
5921 Dague Ave SE 1285 French Creek Dr
Delano,MN 55328 Wayzata MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE
Cooies: 1-File(Si�nitures Required), 1-Applicant, 1-Monthlv Reports. 1-Assessine, 1-Finance Page 1
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CITY OF ORONO SEPTIC SYSTEM PERNIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323 r
JOB STTE ADDRESS � 2 �} -� ��
���=2c �'V L �Ctl\ �`�
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: s��r�� /tc n ��-� ��� Phone Number:
Mailing Address: 12� `� •�.h=� C�-.�� O� City: Zip:
Contractor's Name: /_/,..� r �.�N����r s�.� C` Phone Number: ?G J � y 7�. -2�F zv.
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Nlailing Address: *�,�l �( f��->� � /?� = S_� City:C��%��,� Zip• ��7 32f;
*** DO NOT MAIL 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
A�ency(MPCA) Septic System Installers License.
3. All �vork must be done in accordance with the approved septic system design. Design reports
are riot 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 holdin��IPCAInstallers 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.
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l. 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:
A. Tanks: Precast Concrete Other Manufacturer� �t�- •��o.
Tank Capacities: 1) gal. 2) gal 3) gal
t1 5�_ t"�x. S'��.`.-,�
B. Pump Station (if required) ,� � ��
Pump make&model D��=<: ��' ` �- �i (attach pump curve&
literature); system design requires gpm at feet of head.
High water alarm make& model .�'��� � �;,, � . Outside
electrical work to be completed by installer_�electrician other.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions ' x '
Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: borrowed 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,
a�rees 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 application are complete,true and correct.
Signature ofApplicant �� ��'��—_-�. . Date: �-F' - � -"-�
NIPCA License No. `� ( `L.
--------------------------------------------------------------------------------------------------------------------------
Staff Revie�v: Approval Denial
Reviewer: V�'��,� �
'��_ Date• �' "�6 -�►�
Reason for Denial:
' . SEPTIC SYSTEM APPROVAL
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C ITY of ORONO
�ti Municipal Offices
��.� .�G Street Address: Mailing Address:
'9�f'Egg04' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Steve Kennedv Phone (Home) (Work)
Address 1285 French Creek Dr. 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 900
No. Potential Bedrooms 6 Slope: 2%
Depth of Sand: Upslope: Downslope:_ Soil Sizing Factor 1.67
Perc Rates P-1 P-2 P-3 P-4 P-5 P-6 P-7
Restricting Layer Depth B-1 70" B-2 74" B-3_ B-4 B-5 B-6
Type of Treatment System:
Standard X Alternative Other Performance
Pressurized Mound System At-Grade System
Uravity Trenches System Pressurized Trench System X
Gravity Trenches W/ Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 1000 # of Tanks Lift Tank Size 1000 & 750 & 1000
Pump Brand GPM 25, 45 Head 7, 16
Treatment System:
Minimum Square Feet with inches of rock below pipe
Bed Trench Treatment Area 1200 sq ft total
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: �.,��c1 ., � <� ���►-; �- j- lc_
_���� ,,,� o._ �rt, ��c�c.►-c� �c� l� ��� f c>>-. S c Q�;�,
- K-�..\a �\�� ! G r, �.�K i � � �r\h i j�`i�t n.t i �-.rn l±r � ;��'� V� � �� �,l..
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gy: ��'� �'�'�--�,�-_-� � -I� ..�,s
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
�7-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
Revised September 3, 2002 ��
_ < i . i ;i� .%i�i�.`�i�
�;' [' � i� ('�ftMLT�'L�N REVIE.W
INSPECTOR "�''��C/ ��z."�^—
DATE �-I��-a3 PERMITNO.,...,,,�,,,,,,4,,,,,,,,
�I APPROV�D AS SliH`i1T'fED
Steve Kennedy � NOt�ROV tEI�CORR£CC ���e�
1285 French Creek Dr. T"e'�0°°"�°"�'�0���'�D� '�'"'���'�
i�hlt aomptia�aR wbh.0+wP��c�abi..epia aaisaot.�wd�.
Orono, Henn. Co., MN �,,,�„�am��s�„a,�r�q,naea�.,r�,�
�t���ix'�sZ't'R��►'�t
This site has an existing on-site sewage treatment system that has surface discharged
at times. The home has an iron filter& 2 water softners. It was recommended that
these were diverted out of the system.
Soil borings completed in the area of the system indicate that the system meets a 3'
separation from the bottom of the trenches and the seasonally saturated soil. 10" to
12" of fill soil was found between the trenches with the bottom of the each trench 30"
below the original soil. The proposal is to add 75 lin.ft of trench to the existing trenches
for a six bedroom home and install a Multi-Flo System to re-hab the existing trenches.
By introducing the highly treated effluent, the bacteria in the trenches may unclog and
rehab the system. If the trenches are plugged due to large amounts of grease or
disinfectants the bacteria may not be able to unclog the system.
Recommend to install a Class 1, Multi-Flo Aerobic Wastewater Treatment System
which is classified as standard under Minnesota Chapter 7080 rules. 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 1000 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
$925.00 a year (2002 price). A report is sent to the homeowner, city, MPCA & Multi-Flo
yearly.
1
�I1S SYSTEM IS DESIGNED fOR
,�j.,8E0R00A�S. ANY tNCREASE tN NUMBER
���GI��li�i iWS t�ESIG�.
The 1st existing 1000 gallon tank will be used as a trash trap. The 2nd 1000 gallon
tank will have a pump installed which will pump 19 gallons every 30 minutes to the
Multi-Flo using a timer. The effluent will then flow gravity back to the existing pumping
chamber which will pump to the trenches. The existing trenches must be opened up
and jetted to remove as many solids as possible. If this has already been completed it
does not have to be done again.
A water meter must be installed to monitor the daily water use.
Inspection pipes must be installed to monitor at each trench.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
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
effluerit. 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.
�his will be determined at the time of the services.
C���- .
Steu�n B. Schirmers
2
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MUL�"/•I�'LO
A Diviston ot Coneolidated Treatment Syateme,Inc.
IN3TALLATION REPORT
DATE INSTALLED -�p-�y--.C:'f'� GPD SIZE f QQ Q SERIAL # � � 'D 3 . �
OWNERN3ER p���cp.4��+� 1L�'i�.1��� PHONE # 9 S 2 '�7 3 - �}'�S �) J
ADDRESS: Street��,_�,��i¢'�.LL�1e•� L'���G�L. '�'Q..
City O'ST�??�-L� County �.},�S�,S • State '�+1� �. Zip ��S3�i 1
LOCATION
DIRECTION: GO.�? �1 W�'+G�S'�' Q'�- -L�.''¢-�1� 'fI� �l.�L� L,'0.'+�.�1L..r�
�.Q ?�Q�Z''�4�1
MULTI-FLODEALER �►��'�j✓�� �i��;�;, W� PHONE # �(03 � ��7 ��Slo�.r
ADDRESS: street 9$1 l��t�('c��o �..�. ��
City �, M1Lt�-A''�'!1r County ��'¢�li�.}� State,��� Zip � 37b
T�+A�►1S�t Od . � H^�ti-V . L�t� � SMf��s4s��CO3, i4f.�v1C-�1- �'C7.
APPROVING HEALTH DEPT. Lt�'S`� O'� D"�.,�L�
ADDRESS: Street �p Q , '$p,�l (o(�
City L1��L �S� County �•��'�1'�.� „ State��.S Zip S�'�a3
31TE DATA
TERRAIN: HILLY _� FLAT LOW
TYPE. OF DISCHARGE: SURFAGE DTRECT LNTO
SPRAY IRRIGATION RETAINED ON SITE �_
SUBSURFACE � # FT. FIELD LINES I .1pl� SQ�'T
�I�D Lty.'F'C►
FACILITY DATA
NO. BEDROOMS � NO. F[JLL BATHS 3 NO. HALF BATHS f
DISHWASHER � GARBAGE DISPOSAL � WATER SOETENER � -
ESTTMATED FLOW PER DAY gOCZ
OTHER DETAILS AND INFORMATTON: �CY��.�,p - ��A�p�+G� �Ct,') Lf�16'S�f.S�,r
-f�i..1t..� �i�SS�t.�"�t A��� a�Ss�.�'• C�a,�d sa� l�po�.,� -t�-�k� -tu,ar�a
1 nn, �1 t�t�!1►��,•�14�1�'f'1v+a� Yt9t9 D Y�+f►l1.Tl��LL� �' l Od t`��� T['t�1rN4 G����S�F"�IC.
ELEVATION EFFLUENT DISCHARGE LAYOUT - AERIAL VIEW
(Show Location of Facility of Plant Inatallation)
I 'f4+��f.+�Ce}1�� /
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M����I��D Please return to: Consolidated Treatment Systems, Inc.
1501 Commerce Center Drive
Franklin, Ohio 45005
ADivisionofConsolidetedTreatmentSystems,lnc. (937) 746-2727, Fax: (937) 746-1446
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Schirmers W'astewater Treatment Systems, Inc. 7 �, ��[����`jO
951 Katydid Lane N� ���f.��fVlichael, 11IIN���5�7�G • 1763) 49.7-3566 ,AERATION EQUIPMENT
FAX (763) 497-so�� :SALES & SERVICE
GENERAL INFORMATION -
OWNER _�Z1�.��'' � ' � RESIDENT
ADDRESS � �`�� '�'w���� �''���' � �J� D''�''��''tc� COUNTY .L����'
Dl1TE OF INSPECTION � ���Q r�� P"�JN�� � `�''q j
UNIT INFORMATION � �
T/1NKN0. � TYPEOFTANK O0 NO.OFMOTORS�— SER.NUMBER `�
CHECK LIST
r tnt O � O O
T�ke Mlxcrd Liquor sample ��-�,�,y�L" O 8 O O '1O >
CheCk A�lar�n System �,_ O O � O
Turn Off Po++er 4 O I O
Rin�e Suryo Bo++1 � A B
Inspect Effluent Quality i�y�#' O 10 /Q\ 10 O
Vecu�m Na1r and P1•lters � O � O
Nash Filters
7n�pact/Replace Top Gasketi
r►„�t/a,.p�r� eott� " � DO � � 10 06
Inepec! alerm S�naors ' O O O O
Inspect herator • �__ „___ .
lurn f'o�+er On
i;UEZRrCTIONS RL•COMMENUED: � REPLACED FII.TERS q
– REPLACE EXPANDERS� ,
. �
COMMENTS
� � TESTING INFORMATION �
IN F1ELD TESTS TESTS IN LAB.ORATOAY � .
PH TEMP_ B.O.O. -
D.O. D.O.
C,O.D. _— ., FECAL COUFORMS
SFT7i,CABLC SOLIDS 9b_'�� SUSPENDED SOLIDS
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SIGNATURE OF.SERVICE OR REPAIRMAN .
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� :-:... ;:�Y
� �_� �:: Tank�v� from property fines TRENCH X- SECTION �
� '�'� .:= ..,� from weiis
4�1b'! �l:- . .
�� from bidgs. � (rryn. ot two trenches)
' "'n` Treafinent area =�from lak�es,_�streoms (mac, lengih f00) . i
Treatment area �� from property��nes � �
. ��from wel�s`F�- '�� s° ;
`�1�-�5�
� •"» � � ���from btdgs. � I
�. `t`'•� _ �'irom trees ote�Power sup�y and switches must be in o weather SO'tL BORING ELEVATIONS i
- � � - � ' pruof er,ao�,re. outside�purnpc�g cnomber
�i ,mu�' _, looe�.) �So�� _ � � � �'� , THaF EL.-.1�2,5 ,
�
- ' r���.,�- ' � � � � � : ,
/o oc�.i �`:^� � 'F=1-O =�-_�Pes=-r=ti-��-�_�'-_ �---► TN`2 EL.-1L��3
�zas.� �Tank � Tank 9S ; _; :__.; �_: �/ ��_�' Grode Z%sbpe THr3EL.-
��J
Drop to Tank �s'�Q'�' �-- ..
Ai least 41/2'of und�sturbe� TH.4 EL-
Min:.I�to 8� '���9 �a earlhbetween irenches TH`5 EL-
Max.�l�'fo4� Chomber lo�o��,�. DROP BOXES � E��A�ON ot PROPOSED Pl1MP1NG
4��io 6��dia.pP� � CHAMBER-�9Z (9�ound e1evJ �y�
_L�-eo.v�.�_G-t_,y_�x�yS>>sV��R�-?��--g=i_..�1..-ro:��vL'-9�
�� "• a�o �i �i �.�-! i' ,� n . 96.1..
SYSTEM DESIGN _ _ ,�.__ . _ �,- �� - ,; ` g9.? � •, „ - ��.�
TYPE'�., (oB�Of�Z00M - Percolofion rote -- min./inch (design�(�-3Umin/inch) Slz���, ���0'�- l. 34 uJ) >�`�'eoc�. 9co�1�c•I�,�•� = 17.ucu sq.�s _ q�S
Treatment oreo req�.ured w/�� of rock filier moteriot �►�--�� sq.�ft�.of irench bottom oreo needed :�'�trench width=��li�it.of trench necded number of drop boxes -�_
' . 1 J. � , t a�P. 5��-s -���'sa�'-t �.�'�Ssw��t� �
(to be detem�ined by the insloller)
Number of far►ks required�, � lst iank lo u� go�� 2nd tank gol. minin,ucr�s
, , • "tY-�h 1T 'S"��.
��s�Cleon roc{c 1 5 cu.yds. ( 3/4�� to 2 I/2��dia. includes 2�obove ��2 c��,`�� Y��A'��G- CST��-v� u�1'�.
1�-``h�Kr��- Pv��.)5�..1 �( 3 0�•r�. - 45 -S1rn�� � P�Pe) Pf20PERTY OF= `.����- 'Z-�x-�'l-1-rb�-±/_
�� Pumpic�g chamber copodty= 'F /o of doify sewoge fbw�of�oc� gal.��goL+Reserve.sforoge�.qd.t Pipe_.bocic droinoge�gol=$�got.cop. )a 5�( �XY�LN- G4���- �--�.
( Reserve sfo�CeJ=1�0. al./bedroorn= � l. r �� � e- len th of i needed a �Sft o1. ���� � r� ���1�\ , �� ,
�9 9 ��.}a PiPe back drorx�ge-�.�gd:/IO�Gn.ft.� P P 9 P Pe PFL-�— _�.9 )
'�*.� Pump size ��a hp w/mercury floot pump controls �S'� ��o_� �-1'�� '��S , 'n 1 Sc��-4J�',�'ru'� 4Saa1 /v��,�, rr��},�. .
T=��,� ��.� � „ �� ,7 z �,-�_ ,� .� �� <<�-' �, z s��,�-,7 ,�. S-P TESTlNG / C.
- Note� When c�autn,cting bed .-- , this area shoutd be shoped tlote= Distance f�om ireotment orea 10 ne'�ghbo�ing welts— ���� � �
� io, divert run-off from entering treatment arEa. �-t�-'��'�- ��� I��r�� Designed By� �
Dote:�/�c?/ol , PN. 612-497-3566
� ic?`�'�1L1� exisling qrade
, . -� r=-- ,
' bock fiill�.m�n.
j = - -- - �— Utio-Cf��C-ft`ti FABS=�C_
� -� ; 4�pipedia.
� _'�� j O �- �
i �
; �� L�rock filter malerbl
rake sidewalls Q bottom to � �
SET- BACKS remwe smeoring
{+-=�36�
� HOUSE System must be�
Tonk av� from property I'uies TRENCH X- SECTION �
� from welfs
�� from bldgs. (mn. of two trenches)
- "`q Treotment area =�fran la4c£s, ._�streans � .
(mctt. length 100 ) i
Treatment orea �s2� from property lines � j
. �.'from welk'F�'P'�- '�t� 5° �
s��1� so
' � � ��from bldgs. � I
�. `�''�'�' _ L'from trees ote�Power s�,pply ond switches must be in a weother SOiI_ BORING ELEVATIONS '
. . � - pnoof endosure� outside �purrip'v�g chomber I
�
`�mut- , ° �ooe �.1 � I �50�� . . � � �� . � - '
- � , , , , � THaI EL.-.�.(22,s
- r�'u�r,�- ., TH. 2 EL.1���
r-U...� • ,� �: Q+P_e__�='-� { �__' , `
, � tp =: -ti ��_�' d---,
ioo��. Tank 9S ,--, � --� •,--� .
-,ta��.� � � Tank � _; ;__, �__ , , o TH. 3 E�.-
� DroP to Tank �s'�A"�' � � Cxode Z /o sbpe �
. �Ai leasi 41/2�of und�sturbed ��N.4 E�-
Min..I"io 8� �pU�9 �� earih bebween irenches TH.`5 EL-
Max.l�'to4' `� DROP BOXES � E�EVATlON ot PROPOSED PUMPING
� , Chomber Iv�o��,
4�io 6� dia.pipe � CHAMBER-��z (ground elev.) q'y�
L>'+��i,�.�A-� )�'_�F=x�yS�}yV'�'(�-a'f-'�_.�. -fo�',x��1G-90�
_ ''� " as^o ,i �! `�i�! ` ,� ri . 95.�.
SYSTEM DESIGN `' `� �o - �� � '��.? �} � - '��.�
TYPE'�,, (oBE0fZ00M - Percdotwn rate --- min./'aich (design.�(e-3vmin/inch) S�z,��s�, �f�C�O'$- 1. 34 �) >a`��ot�- 9oo�,J�c.1�,�� = ��,u� sq.�T _ q�S
Treatment area required w/�� of rock filler material�6- =°l� sq.ft�of�tren�ch bottom orea needed ;��� trench width=��lir�it.of trench needed , number of drop boxes_�
. 1 a � , I a�p 5�;�-s -��5s��-� � a-,s s���`��
(to be deiermined by the instoller)
Number of ta��ks required� , Ist tank lo u�J gal, 2nd tank gol, minirrxxns
, . T�,1:� -��.
�"�siO Cleon rock I 5 cu.yds. ( 3/4�� to 2 I/2��dia.,includes 2~obove pipe) �)'�, c���'��' Y��'�x•�L- Ci�-�ou� u�..�1'�. pRpPERTY OF: `��= Y��`�-s-��`''�
t�'l..l w�� ��- Pt�rn-P )S�-1 � 3 o v+��,� • - `d 'nvr�-��-'S —
�c� Pumping chamber capaaty= �/o of daily sewage flow�of�oC� gal.=��9al.+Reserve.storage�d.i Pipe .bock droinageZgal=$�got-cop- J� 4� �►��C�l� GS'��-�-- �.
09�� 9 3a P Pe �9 9 �� PF�- _�901.) �%'Q�u c� 1�1') v1 ���-�i� . /�_(� .
' ( Reserve stor e =1��. al./bedroom=(o�S� L t i back dra' e�� �I./IOOfin.ft.�. pipe- length of pipe needed a � �S{t
'�*.� Pump size ��a hp w/mercury float pump controls �s'� /�� �"��� �S �t S t�1-�A'�u'� 4Sqo,1 /�i� ri1�,y�.
T�L��'� �-�� �... " �� ��z �,�- ,� __ .�7 ,, �� � �� ----zs�1� ,�. S-P TESTlNG / C.
- Note� When oonstructing bed .- , this areo shoub be sFaPed Note= Distonce from ireotmertt orea to neghboring wells— �-i
. 10. divert run-off from entering ireatment area. ���>�-'�'�� ��'5�-1-� /c�l�! Designed By� � i � � -----'
Oale-�/���/ol , PH. 612-497-3566
' � TRENCH ANI� BED WORKSHEET 'Fx���»-''�� s�fs-��titi�i
1� AVERAGE DESIGN FLOW �dd�S�1A' '��YYI GTt� �1..�- q-1: Estlmated Sewage Flows In Galions per Day
A. Estimated � o� gpd(see figure A-1) num e�o
or measured x 1�(safety factor)= gpd bedrooms ciou i aou u aau m cio�s tv
2 300 225 180 6Q�
`�S�B. Septic tank capaci �,•-loDc� gallons(see figure Gl) s n5o soo 2ia ofine
(`�'f'f144L� /uo0 c�.�1 -S�Ffqs�,- -�y�p 3Rp��u Oa e,l w 1y1� 4 600 375 256 values
a tib , � �o o u �(�w��G cos,,.b^�NY-�.i �*��,v '�`��a-!01 '7 5 �5o a5o sva �n me
2. SOILS (Site evaluation data) , i o 900 525 a�2 ciass i,
C. Depth to restricting layer= S' g '(� 'S�io�� feet�*� - �`�a'`�' � » � s�o u,or m
D. Max depth of system Item 2C-3 ft= ft-3 ft= ft e �2°° a�s aoa cotumns.
E. Texture St������s �-0��� I•T`�P�r�'Ala'on rate �(1��'�' �Lo^S ,o� SK55�-r� - 3�' � ��.��F►u-
�!:� MPI og�e.�ai�,,,�
F. Soil Sizing Factor(SSF� ,-c��l sqft/gpd (see figure D-15) 'f�'�"�. '' " �� - 3 n`i
G. %Land Slope I % c-�: se tic Tank Ca e�;c�es c� suoo5
3. TRENCH or BED BOTTOM AREA Number of Minimum Liquid Liquid capaciry with Liquid capaciry
Bedrooms Capacity garbage disposal W��disposai&
H. For trenches with 6 inches of rock below the pipe: ��S Sct4T ise�os�ao
A x F=Qpd x sqft/gpd = se]ft �c�S�v�• 2 or less 750 1125
I500
I. For trenches with 12 inches of rock below the pipe: 3 o�a t000 �soo 2�
A x F x 0.8= oo d x/.�� s ft/ d x 0.8= a.0 q 'or6 isoo 2zso 3�
.�gp q gp L�S ft 7,8 or 9 2000 3000
J. For trenches with 18 inches of rock below the pipe: '��G' ��5 s 4 -� .
A x F x 0.66=�d x sqft/gpd x 0.66= sqft D-15: Soil Characteristics and Soil Sizing
Factor(SSF)(>3'separation)
K. For trenches with 24 inches of rock below the pipe: P..�o����on R.<< 50�,S,v„8 F.«o�
A x F x 0.6=_eUd x sqEt/gpd x 0.6= sqft minutes per inch sa��T.xt,.>. ,�,.��K��f,,��,
m i r da ft
L. For gravity beds with 6 or 12 inches of rock below the pipe; � u`�osan0.'- M"�»aa °o:�
1.5 x A x F= 1.5 x�d x sqft/gpd= sqft Lounysand
0.1 to S•• Fine eand 1.67
6 to]5 Sandy loam 1.T7
For pressure beds with 6 or 12 inches of rock below the pipe; �b�o� �.o.m �.b�
31 to 45 Silt loam 200
A x F= _�d x sqft/gpd = sqft ,b�o�o a�Yi�m 2Zo
Sandy clay
4. DISTRIBUI'ION(Check a 1 that apply) � S''Y`''''
over 61 to]20•" Cla 4.20
Bed (<6%slope) Drop boxes(any slope) � Rock 5i ry���YY
slower than 120••••
�Trenches Distribution box(<3%) Chamber • x sY5«ms or rapidly permea ��.o,s:
pressurt distribution oraenal distribution with
Pressure Gravity Gravelless no trench>25Y of the total system.
'Soil having SOY.or morc fine sand plus viry fine sand
'•'A mound must be uxd.
"'An other or perlormance syetem muet br used
5. SYSTEM WIDTH,LENGTH and VOLUME
M. Select trench width= ft D-9: Soil Characteristics and Soil sizing
factors(SSF�for Gravelless Pipe
N. If using rock,divide bottom area by width: (H,I,J,K or L)=M= �r�oi,,;o„�„e lineal feet/
SG�ff+ ft= lineal feet (minutes/inch) soil texture gallon/day
Rock depth below distribution pipe plus 0.5 foot times bottom area: Fas�e<<nar,o.i' CoarseSand —
Rock depth in feet+0.5 feet x Area (H,I,J,K,or L) o.i�o s Medium Sand ozs
Loamy Sand
0.1 to 5 Fine Sand•• 0.6
O,c� ft+0.5 ft) x a�ssqft=�?cuft b�o�s Sandy Loam o.as
]6to30 Loam OS6
Volume in cubic yards =�lume in cuft divided by 27 s��oas Silt Loam o.6�
�k 1 Z. cuft=27= 1 cuyds 46 to 60 ciay Lo��„`,cci.> o.�a
Sandy CL
Weight of rock in tons= cubic yards times 1.4 s�ity cL
slower than 60•• Cla
��_cuyds x 1.4=�_tons Sandy�Iay
O. If using 10"Gravelless Pipe, Flow (A)x Gravelless SSF(see figure D-9) s�ityciay
5oil too coarse for sewage Ireatment.
QDd X lineal feet/gpd = lineal feet Use systems for rapidlype rmeable soils.
•'Soil having 50%or more Tine sand+very fine sand.
P. If using Chambers,H,I,J,or K (based on height of chamber slats) = ••5oil with too high a percentage o(clay fo�
installation o(a standard inground syslem.
width of chamber in feet (M)
sqft- ft= lineal feet �k'�'�'F'�
�:a���'s;:ae •.a•a ti•a«ic�
6. LAWN AREA 4;0:� °:ae�
.: I�����
o:�,;�. p:a�,
Q. Select trench spacing,center to center= feet :b: �•- �
°"=='e:�'.�='o�e o' �
R. Multiply trench spacing by lineal feet R x Q=sqft of lawn area ��==��'=4��:a'•�• �a I
a�_�o o;,���.>�� ..
ft x lineal feet= sqft ��:";``=�°;b:a�"r, 6-24"Rock
o b�T�$�q'b'a „e;�:' 3�4-21�2..
o:g::o.i�4..b i�::ii.io.
a:'I:.bw�r:�'a 6;'�0,;3_
::�.:5.�b:.a::�:4;:`r
7. LAYOUI' ,..o�-o�a o>-o•s�
76J6'WdiA
Include a drawing with scale (one inch= �0 . feet). Show pertinent property boundaries,rights-of-way,ease-
ments, location of house, garage,driveway,and all other improvements, existing or proposed soil treatment sysk�rrt,
well and dimensions of all elevations,setbacks and separation distances.
I hereby certify that�have completed this work in accordance with applicable ordinances, rules and laws.
i�
�. �-L -``,�--�`—"- (signature) 3��- (license#) (� �/D-C� ! (date)
' 4�.-a vt�-� �-- �
� � ' PUMP SELECTION PROC�DURE
1. Determine pump capacity:
A. Gravity distribution
1. Minunum required discharge is 10 gpm .
2. Maximum suggested discharge is 45 gpm. For other
establishments at least 10%greater than the water supply rate,
but no faster than the rate at which effluent will flow out of the
distribution device. .
B. Pressure distribution
See pressure distribution work sheet
From A or B Selected pump capacity: ,�� gpm
2. Determine pump head requirements:
A. Elevation difference between pump and point of clischarge? � soil tre�tment system
� feet &poinf of discharge
_,�_ 4%od�O`da= �'lol,v
B. Special head requirement? (See Figure at right-Special Head Requirements) total pipe p �`'"`'`-'�-'��
lengt
- feet fnlet ` 2A.elevation
C. Calculate Friction loss pipe ;
_ difference
------- -- -
1. Select pipe diameter a. 0 in "
...._._.. -------------------------- ------•"13,�
2. Enter Figure E-9 with gpm (lA or B) and pipe diameter(Cl).
Read friction loss in feet per 100 feet from Figure E-9 Special Head Requirements
Friction Loss = I•11 ft/100ft of pipe Gravity Distribution 0 ft
3. Determine total pipe length from pump discharge to soil treatment Pressure Distribution 5 ft
discharge point. Estimate by adding 25 percent to pipe length for
fitting loss. Total pipe length times 1.25 =equivalent pipe length
3��feet x 1.25 = LF �- feet E-9: Friction Loss In Plastic Pipe
Per 100 feet
4. Calculate total friction loss by multiplying friction loss (C2) nom(nal
in ft/100 ft by the equivalent pipe length (C3) and divide by 100. pipe diameter
flow rate 1.5" 2" 3"
- /-�! ft/100ft x 4� +100=_1_ft pm
D. Total head required is the sum of elevation difference (A),special 20 2.47 0,73 0.11
head requirements (B), and total friction loss (C4) 25 3J3 1 11�� 0.16
_�_ft+ �- ft+ � ft = 30 5.23 1.55 0.23
Total head: � feet 35 6.96 Z.ob o.so
40 8.91 2.64 0.39
3. PUIIlp SeleCtlOri 45 11.07 3.28 0.48
50 13.46 3.99 0.58
55 4.76 0.70
A pump must be selected to deliver at least a S V;m 60 5.60 0.82
(lA or B) with at least � feet of total head (2D) 65 6.48 0.95
70 7.44 1.09
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
�7'-� U`l �::-� (signature) 3�1�{ (license#) (�-10-o l (date)
. � �� m���
� � • � PUMP SELECTION PROC�DURE
1. Determine pump capacity:
A. Gravity distribution
1. Minimum required discharge is 10 gpm
2. Maximum suggested discharge is 45 gpm. For other
establishments at least 10%greater than the water supply rate,
but no faster than the rate at which effluent will flow out of the
distribudon device. .
B. Pressure distribution
See pressure distribution work sheet
From A or B Selected pump capacity: �.� gpm rY►��•
2. Determine pump head requirements:
A. Elevation difference between pump and point of discharge? � soii treotment system
)� feet &poinf of discharge
a;va�Q�:a':. /D t�.0
B. Special head requirement? (See Figure at right-Specinl Head Reguirements) total pipe
�„ lengt
feet (nlet � �.elevation
C. Calculate Friction loss pipe ;
difference
: ------- -- -:
.
1. Select pipe diameter a•� in ••�•-�------ ••
-------------------------- ------���`� '�
2. Enter Figure E-9 with gpm (lA or B) and pipe diameter(C1).
Read friction loss in feet per 100 feet from Figure E-9 Speciai Head Requirements
Friction Loss = 3.� � ft/100ft of pipe Gravity Distribution 0 ft
3. Determine total pipe length from pump discharge to soil treatment Pressure Distribution 5 ft
discharge point. Estimate by adding 25 percent to pipe length for
fitting loss. Total pipe length times 1.25 =equivalent pipe length
E-9: Friction Loss in Piastic Pipe
g s� feet x 1.25 = II � feet Per 100 feet
4. Calculate total friction loss by multiplying friction loss (C2) nominai
in ft/100 ft by the equivalent pipe length (C3) and divide by 100. pipe diameter
flow rate 1.5" 2" 3"
- 3-� tf ft/100ft x J J � +100=�_ft pm
D. Total head required is the sum of elevation difference (A),special 2� 2.47 OJ3 0.11
head requirements (B), and total friction loss (C4) 25 3.73 1.11 0.16
) � ft+ '- ft+�`- _ft= 30 5.23 1.55 0,23
35 6.96 2.06 0.30
Total head: 1 (� feet ao s.9� 2.6a o.39
3. Pump selection a5 >>.o� s.28 o.aa
50 13.46 3,99 0.58
55 4.76 0.70
A pump must be selected to deliver at least 4S vi mmAx. 60 5.60 0.82
(lA or B)with at least�_feet of total head (2D) 65 6.48 0.95
70 7.44 1,09
I hereby certify that 1 have completed this work in accordance with applicable ordinances, .rules and laws.
��'-'� � ���----= (signature) 3�1�{ (license#) �--/o-01 (date)
�
J=� ( �S TI��i Il Y C� Steven B. Schirmers • MPCA Cert.No. fi27
951 Katydid Lane NE • St. Michael, MN 55376 • (763} 497-35fi6
FAX • (763) 497-5011
State License#394
LOGS OF SOIL BORINGS
Steve Kennedy
1285 French Creek Dr.
Orono, Henn. Co., MN
Borings completed on 6l01,with a hand bucket auger.
BORING NUMBER 1-EIev.107.5 - MOTTLED SOIL AT 70" - no standing water present
in boring.
0 - 10" Topsoil dark brown sandy loam 10YR 412
10" - 20" Brown sandy loam 10YR 5/4
20" - 36" Brown clay loam 10YR 5I6
36" - 70" Brown loamy medium sand 10YR fi14
70" - 78" Rusty gray brown loamy medium sand 10YR �!3� rr�ottles 7I'�,6/8
BORING NUMBER 2-EIev.108.3- MOTTLED SOIL AT 74" - no standing water present
in the boring.
0 - fi" Fill brown sandy loam
fi" - 22" Dark brown sandy loam 10YR 4f2
22" - 32" Brown clay loam 10YR 5!fi
32" - 40" Brown sandy loam 10YR 5/4
40" - 64" Brown loamy medium sand 10YR 5/6
64" - 74" Light brown loamy medium sand 10YR 6J4
74" - 78" Rusty light brown loamy medium to fine sand 10YR 6/3 - mottles 7/1,6/8
� � .
�`e�.7 '�"��'����� ,���, Steuen B. Schirmers • M�'CA Cert.No. 627'
951 Katydid L�ne NE * St. MiCh�a�l, MN 55376 • ��� FAX? (63) 497-501 �
State �.i�ense #394
.��5�7��I��B,��I�S
Steu� K�nn+�dy
12$5 French Creek D�.
drono, Henn. Co., MN
Borings complet�d on 5-1-pg, with a hand bucket auger,
�()�ING�UM��R 1,�1` �lev.'107.5 - 111�OTTLED S�IL AT 5.8' elev. 1Q1.7 � no st�n�ding water
present in b�ring.
p _ 1 Q�� Topsail datk brovdn sandy loarn 10YR 4/2
�0" - z0" Brown sandy laam 1 DY�2 514
20" - 36" Brnwn clay lo�rn 1�YR 5/6
36" - 70" Br�wn lo�my medium sand 1 QYFt 614
7p�� _ 7g" Cray brawn lo�my medium s�nd 10YR 6/3 - dis#inct mottles 1 QYR , 10YFZ �/8
BOR�IC�IU�E�t� ENe�.'108.3 - M(3TTL�D S�#L. AT 6.1', elev. 102.2 - no st�nding water
present in the boring.
o - 6" Fill soil brawn sartdy loam
6" - 22" Dark brown sandy loam 1�YR 412
2Z" - 32" Brown clay loam 10YR 516
32�� _ 4Q�� B�owr� sandy Eoam 10YR 5/4
4C�" - 64" Brown loamy medium sand 10YR 5/6
6�" - 74" Light brown loamy mediu�t sand 10YR 6/4�
74" � 78" Li�ht brown loamy medium to fine s�nd 10YR. 6/3 � distinct mottles
1 dYR 7/1, 10YR 618
✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N QTICE SCHEDULED
PERMIT NO. i'� �`f�� COMPLETED •Z\--c►� 3'_0�
ADDRESS � �-'�� �'( c^c,� �Y ce�� �(�.
OWNER CONTR.
TELEPHONE NO.
� DESCRIPTION �� 3`; L f�S'`"��
� 01 FOOTING 1 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 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 06 PROGRESS
� 07 DEMO-SITE � SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:�ES_NO
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W� ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
W O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� O CORRECT WORK,CALL FOA REINSPECTION TEMPORARY
� BEFORECOVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALI INSPECTOR
❑CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call forthe next inspection 24 hours in advance. (g52) 249-46��
OwnerlContractor on site:
Inspector. �� .
White Copylinspector's File Canary CopylSfte Notice