HomeMy WebLinkAbout1997-009566 - tanks only ., PERMIT
� �ITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 � -
Crystal Bay, Minnesota 55323 Permit Number:
(612) 473-7357 Date Issued:
SITE ADDRESS:
:�:
DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: _ OWNER:
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APPLICANT/P MITEE SIGNATU ISSUED BY:SIGNATURE
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CITY OF ORONO SEPTIC SYSTEI�I PERiZ-IIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, N�t 55323
Jos srrE AnDxEss: 13 0� � �vr�c1� C�.a.¢-�2. �1 t'i✓�
Occupanc�• Type: Residential _� Commercial Other
Permit Tr•pe: iV'e�v or Replacement System, $1
Repair Existing System, 50.00
(Tanks or Drainfield)
0.50 State surcharge added to ahove fees
, *See fee schedule for non-residential permit fees
4timer's IYa.me:�� Su�.cta,n PhoneNumber: �7� - 0 3/D
I�Iailing Address: ��3 00 "�..�a,►1�1� C.n,�aXz. Ar'� City:�roh 8 �p�
Contractor's I�'ame• '' ;� Phonel�'umber: a95-�5'1�—
Nla.iling Address: City: � �� ., S3Coa
DO \TOT 1�SAII� PAYI`IENT ti�ITH THIS APPLICATION
GE�RAL PtSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the Ciry
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the Ciry Offices and work must not begin unless the permit card is on the job
site.
2. Permiu will be issued only to contractors holdin� a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Desi?n
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet si�ned by the City Inspector.
4. The follow�ing inspections will be required for all septic systems:
A. Pre-i.nscallation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to coverin'.
C. Drainfield trench installation prior to coverin�. For mounds, inspection is required
after rouQh-up but prior to sand placement (sand will be jar tested for silt contenc),
and a�ain durin� pressure distribution pipin� i.nstallation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5, Individual holdin�NIPCA Installer Certificate shall be present durin� inspections: A 24-
hour notice is required for all inspections.
1
NOTE: Applican[ must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system desi�n includin� the Ciry of Orono
Septic System Approval Cover Sheet.
2. I will be installin� the followin�:
A. Tanks: �( Precast Concrete �,( Other Manufacturer
Tank Capacities: 1) (�S^p gal. 2) r:p_ �al. 3) gal.
=?Pi�'�� %;��',:_:
B. Pump Station (if required)
Pump make & model �Xi 5��r�q (attach pump curve &
literature); system desi�n requires opm at feet of head.
Hi�h water alarm make & model Outside
• ' electrical work to be completed by installer �_ electrician
other Inside electrical work must be completed by
electrician.
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. "
Maniford Pipe Diam. "
D. Final Cover/Topsoil to be: borro�ved from site
(show location on site plan)
trucked in
The undersijned hereby appIies to the City of Orono for issuance of a septic system installation
permit, agrees to do all work in strict accordance with the ordinances of the City and the
regula[ions of the State of Minnesota, and certifies that all statements made on this appiication
are complete, true and corr
Si�natureofApplican[: � Date: Q - —
MPCA Certificatio .• $ ��
�
Staff Review: Appr va Denial
� Reviesver: Date: �0����
Reason for Denial:
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' " � 0.� CITY OF ORONO
u^"' �• '
,�.,�.�,.y�� �, � SEPTIC S�STENI APPROVAL
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��,:���- ������ C ITY of ORO�TO
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�5` ��-�1i�, L� MUI11C1���lCCS
,� '` ''y�� Post Office Box 66
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. ,�� ��t ��.g„�G c���ssy,hi;n„�ta ss3z3-oo�
kESI3�
- LOCATION: 1300 French Greek Dr.
OWNER: Pam Sagan
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
September 26, 1997, Revised
SITE EVALUATOR: S—P Testing REPORT DATE: October 6, 1997
The City of Orono has Approved your on-site system design as of October 1�, 1997
(approved-disapproved) (date)
widi die following corrunents:
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. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior.approval of the
Inspector (473-7357). Call for inspections 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 that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF RON
By ��
Stephen W ckman, On-site Systems Manager
TELEPHO[YE-473-7357•FAX-473-0510
Y - , �-P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627
. -r-�,
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612) 497-5011
State License #394
Revised October 6, 1997
September 26, 1997
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Pam Sagan f ��p�oNO
1300 French Creek Drive �
Orono, Henn. Co., MN
This site has an existing on-site sewage treatment system consisting of 2-1000 gallon
holding tanks & 1-1000 gallon pumping chamber. The drainfield is 900sq.ft. with 300
lin.ft. of trench. Approximatety 20 lin.ft. of the trench is below the driveway. The original
design required 280 lin.ft. At present the system is hydraulically overloaded and is
surface discharging which is an imminent health hazard and must be repaired or
disconnected within 10 months. The home has an iron filter which discharges
approximately 600 gallons every 2 days which will be diverted out of the system. A
water meter was installed which does not include the iron filter or water softner.
Readings from 9-13-97 to 9-20-97 show water use from 210 to 490 gal/day. An event
counter was also installed at the lift station. The pump is pumping approximately 225
gal/cycle, a check valve was installed to prevent drainback, this will need to be removed
before the winter months to prevent freezing. On 9-15-97 & 9-16-97 the discharge to
the system was 900 & 1125 gallons plus with the remainder of the week at 225 to 450
gal/day. On 9-15-97 & 9-16-97, approximately 1" to 3" of rain had fallen. This indicates
ground water is entering the system through the tanks or possible drain tile from the
house foundation. The tanks will need to be inspected for leaking & repaired and the
drain tile checked. Once this is completed with the water use reduced in the home, low
flush toilets, shower heads, etc. the system may recover. If the system does not recover
and surface discharge reoccurs, the system will need to be added to by using 10"
diameter gravelless trench between the existing trenches & downslope of the existing
trenches using a sizing factor of 1.27sq.ft./gallon, the new system would support 750
gal/day (960sq.ft.)
The soils on this site are SCS soils mapped -An6 -Anoka loamy fine sand. No
seasonally saturated soils were present. The bottom of the treatment area must be
located at least 3' above the seasonally saturated soils.
1
� _ __�
The soils at a depth of 30" & 36" have a percolation rate averaging 27.3 mpi.
All neighboring welis 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 8�the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
Nothing other than gray water (laundry, showers, etc.) should be disposed of into the
septic tanks. Garbage disposals are not recommended, due to adding more solids &
fine solids passing through to the system. Excessive amounts of soaps, cleaning agents
8� 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.
To assure long term survival of the system, a Class 1, Multi-Flo Aerobic Wastewater
Treatment System will be added to the existing system. The highly treated, filtered
etfluent 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 0.75, 750
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 $100.00 a year
(1997 price). A report is sent to the homeowner, city, MPCA & Multi-Flo yearly.
The existing tanks will be abandoned, pumped and filled with soil. A new 500 gallon
trash trap will be installed. The flow line at the inlet of the 1 st existing tank is at
elevation 949.4. The top of the pumping chamber is at elevation 949.2. The inlet flow
line is at elevation 948.4. The Multi-Flo inlet flow line is at elevation 948.9. The existing
pumping chamber will need to be repaired if not water tight.
2
. . ,
By installing the Multi-Flo Unit the research shows, if the system is pfugged from
sewage, the system should acxept effluent after approximately 6 to 8 months. If
surfacing still occurs, additional treatment area may need to be added. This may
happen if the system is plugged with soil (silted in) not sewage.
��`� �. . .
1s���-�
Steven B. Schirmers
3
� � , �7-P TESTINGi ��C. 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
Pam Sagan
1300 French Creek Dr.
Orono, Henn. Co., MN
Borings completed on 9-12-97, with a hand bucket auger.
BORING NUMBER 1- Elev.956.3 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 24" Fill - compacted clay loam
24" - 32" Original soil brown sandy loam 10YR 4/4
32" - 42" Brown loamy medium sand 10YR 5/4
42" - 46" Brown loamy fine sand 10YR 6/4
46" - 50" Gray brown fine sand 10YR 6/2
50" - 62" Brown loamy fine sand 10YR 6/4
62" - 64" Rusty gray brown loamy fine sand iron stains 10YR 6/3
64" - 76" Gray brown loamy medium to fine sand 10YR 6/3
BORING NUMBER 2- Elev.958.3 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 6" Fill clay loam
6" - 18" Compacted dark brown sandy loam 10YR 3/2
18" - 32" Compacted brown clay loam iron stained 10YR 5/4
32" - 66" Brown sandy loam 10YR 5/4
66" - 70" Rusty dark brown sandy loam iron stains 10YR 4/3
70" - 76" Brown medium sand 10YR 6/4
BORING NUMBER 3- Elev.958.3 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 14" Topsoil dark brown sandy loam 10YR 3/2
14" - 20" Brown sandy loam 10YR 5/4
20" - 24" Brown sandy clay loam iron stained 10YR 5/6
24" - 40" Brown sandy loam 10YR 6/4
40" - 78" Brown loamy medium to fine sand 10YR 6/4
CERTI�ICATION N0.627
S�T�`�'E�T.ICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, nc, on 9_13_97 starting at 12:lOpm•
Test hole location Sagan, 1300 French Creek Dr.�Orono.
Test hole number.l, Date test hole was prepared 9_12_97•
Depth of hole bottom�Q,inches. Diameter of hole¢inches.
SOII.DATA FROM TEST HOL.E
DEPTH,INCHES SOIL TEXTURE
0 - 24" Fill - compacted clay loam
24" - 30" Original soil brown sandy loam
Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is 2_i1uh�. Date and hour of initial
water filling 9-12-97.S:OOpm. Depth of initial water filling is 1Z_i11�h�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic s't��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
12:00 refill 6
12:10 12:40 6 1-5/8 18.5 30 min
12:49 1:19 6 1-9/16 19.2 30 min
1:224 1:54 6 1-7/16 20.9 30 min
Percolation rate=1Q,�'ninutes per inch.
CER'�I�'ICf1'I'ION N0.627
�6T;4T`�.LI�ENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing�Inc. on 9_13_97 starting at1Z;,11�m..
Test hole location Sagan� 1300 French Creek Dr.,Orono.
Test hole number�. Date test hole was prepazed 9_12_97•
Depth of hole bottom�¢inches. Diameter of hole¢inches.
�OIL.DATA FROM TEST HOL.E
DEPTH,INCHES SOIL TEXTURE
0 - 6" Fill - clay loam
6" - 18" Original soil compacted dark brown sandy loam
18" - 30" Compacted brown clay loam
Method of scratching sidewall is koif� Depth of gravel in bottom of hole is Z.iu�h�. Date and hour of initial
water filling 9-12-97� S:OOnm. Depth of initial water filling is l�iu�h�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 levei, Percolation rate,
Time Time interval min inches inches minutes er inch Remarks
Water remainin in test hole
12:11 12:41 6 9/16 53.3 30 min
12:50 1:20 6 9/16 53.3 30 min
1:23 1:53 6 9/16 53.3 30 min
Percolation rate=5��ninutes per inch.
CERTi.'FICA�ION N0.627 ^
,�TA'�'�.LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing�Inc. on 9_13-97 starting at12�11�m..
Test hole locatior�Sagan, 1300 French Creek Dr.,Orono.
Test hole number,�. Date test hole was prepared 9_12_97•
Depth of hole bottom�Q inches. Diameter of hole¢.inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 14" Topsoil dark brown sandy loam
14" - 20" Brown sandy loam
20" - 30" Brown sandy clay loam
Method of scratching sidewall is kpif�. Depth of gravel in bottom of hole is Z_iush.�, Date and hour of initial
water filling 9-12-97� S:OODm. Depth of initial water filling is 12_iaCh�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,phon.
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
12:00 refill 6
12:12 12:42 6 3-3/8 8.9 30 min
12:51 1:21 6 3-1/4 9.2 30 min
1:22 1:52 6 3-3/16 9.4 30 min
Percolation rate=9,Z�minutes per inch.
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`� \� ' ���4 �Percd.olion Tests Scale= 1=�
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-- / ��C,}-si vb s'{s-CE,Y,
� � 3o� L,�.� 3-�.�E Check all underground ut:ilities
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� S—P TEST/NG N
.Oevgned By:�� �' ��
-- � � Da:e�L/2�, PH.6i2-497-3566
T`'1L1 L-�1 �rL-O '1 SD�1 exislinq qrade
,�
�IAN��_ - �1" ' � i back f�ll 6 min.
'ro-lc�� 1��uN-� - 90 s�y�, � _ —
, u�-�qo�-(o ,��f-S �+���--� - i �'� 3�to4�� layer of uncompocted �
� " '� o�n.s-s �N� - t��d�� hay or straw covered wilh = ' 0 4�pipe dia.
E����»� ��'� - �`� �a red rosin paper ^� � '� - _
� su��v��b W�ul-Yt - y001b5 "� � � .
�+��..� ��J'�w'� - LS" � ��rock filter matenal '
o�.K.�t �� - c.S'�
� _ .�oo -�s�- ��� rake sidewalis 8► bottom to � �t��-� �- ►�� o� ��'s
,f�c,�.�.�o 'F�4 ¢o��c.� c'a�.�,a►+.,-t� � a� T��c..H�' uQ-F
remwe smearing � , ,� � s�A`{�,�,,, , ��" o�-�-p �
SET- BACKS � �IS-36--►� m�r • c�'' �av'� �'�� /
. �o��
HOUSE System must be� �
Tank�.� from property lines : TRENCH X- SECTION
�s� from wells ' (min, of 1wo trenches�
s3� from bldgs. � .
� ��4 Treatment area =�from lakes, —� streams . (mmc. length 100 )
Treatment area �4. from property lines
MkN�o�S_�X L�� 2�,from wells
i A rt�l a��from bldgs. ' �
- � `� .� from trees ote�Power supply and switches must be in a weather SOIL BORING ELEVAI�ONS
u�.�Si.y �s0.z � proof endosure outside pumpmg chamber �
�min. . F.,��,.� 9 0,�-/ � � � - � - � ; _ THIII EL.-3�3i� L�T��
_.�— h �,�.,� �� p� , , � � � � � , ; , .
�v�.y �. 9 y .9 � ��. I �� p;pe:__=ti-��-_r--�-_:�---; TH.�2 EL. ��_� �`.
Tank 9. ------ - ' �
��' � ' ' ' ' _ ' � _, GrodeL%sbpe TH. 3 EL.�_a
Tank ��, ,? _-� �--� ` `--' - -
Drop to Tank _9,`�',ti� �
At least 4�/2'of undisfurbed TH. 4 EL.-�2�
Min. I��to 8� �Pumping earth bebrreen irenches ; TH.`5 EL-�.3
Max.l"to4� ���P �`�1��-S �1-��L�C�`�-� . . i ELEVATION at PROPOSED PUMPING
Chamber DROP BOXES � . ' CHAMBER-3�4 (ground elev.)
4 to 6 dia.pipe �oPos�-o s�,fi-�i— �S a.7
. . - - - - - - ' '�44_�F.��?N,4a-rio� - 9l00.�
SYSTEM OESIGN �
_ TYPE^�,S BE�ft00M - Percolation rote�min.lnch (desiqn�-��min./inch) . . . - . � .
�.,� Treatment areq required. w�� of_rock filter, material�10% �sq.ft. of trench bottom area needed =_�� trench width = lin.ft.of trench needed , number of drop boxes _ _ _ _
rn�n, -
- - (to be determined b.y the instal!er)`� ' .�,�J�s.�.� e���
Number of tanks required� , Ist iank o0o gaL, 2nd tank�`gal. minimums �5 e+-a.+�P�N�. ����m cs��
�
��,c�s-T�Nb s`-{s-�w� A�aca�l.�v r-i:��-f,f
Cleon rock4(ocu.yds. ( 3/4�� to 2 I/2��dia.,includes 2��above pipe ) � PROPERTY OF��bl-a� L--i��R�i'�'�+a'`-�
- Pumping chambe� capacity= 25% of daily sewage flow�of��9aI.��gal.+Reserve.storage�qal.+ Pi back drainage ��gal=��gal cap. ' �
a-�S�asac��� P�a�,P N a� ✓n i r, 1 TSo 9-t.�.cu P- ��-O?�C��� �.�.'��l-�}.l . �.O�
� O
( Reserve storoge =�gal./ bedroom= � n�yal. + pipe back droaiage 1� qal./IOOlin.ft.� pipe- length of pipe needed a ft - I s gol)
- ` Pump size �.�_hp w/mercury float pump controls uS��' �g� N�-� P�`�`�S. 45�1 �w•�r w�A�. �
. _ � 9 s-P��sr�s N .�._--
Note� When co�structing bed - , this areo should be shoped Note� Distance from treatment orea to ne hborin wells— ' Desi ned B
' to diveri run-off from entering treatment area. ��E�'� "'�N�� 10 O ' 9 y��
Date=��/l��� , PH. 612-497-3566
✓
�ru�ri•F�o
INSTALLATION REPORT
�ATE INSTAILED IO —3� —�7 GPD SIZE �S(7 SERIAL M � � ' � ��
OWNER/USER �rn S�-v'Al� PHONE M �-�.�� —d 3� D
ADDRESS: Street )300 '���'�-l� C'1��X- �V���'�-
City ��� County ��1� State '� � • Zip S 3�1
�/!��{z-�4��,
LOCATION DIRECTION: W���' � "� �'� w�`� G�`�" S� ��`� '"�' �
MULTI-FLO DEALER ����'��-S wR-S"� W 1�'`�'��L PHONE N .�c� � ' y�7 �3S��
ADDRESS: Street � � � ��"��� � �—A • ��
City � �`'1 ]L 6-)'�-�G� . State �'�1 �--� Zip �S3'� �,
APPROVING HEALTH DEPT. �-� 'S'� �� �o �� v
ADDRESS: Street "P O �dnL lo �
City G-�1�s-s��. 'T3A-�-�' State VYl i'1 Zip _�S 3 a'�
SITE DATE
TERRAIN: HILLY � FLAT LOW
TYPE OF DISCHARGE: SURFACE DIRECT INTO
SPRAY IRRIGATION RETAINEO ON SITE
SUBSURFACE ✓ NO. FT. FIELD LINES �4[� SQ ,�'
FACILITY DATA
NO. BEDROOMS S NO. FULL BATHS NO. HALF BATHS
DISHWASHER ✓ GARBAGE DISPOSAL WATER SOFTENER �/
ESTIMATED FLOW PER DAY '�J�
OTHER DETAILS AND INFORMATION: 'Q-'�-N�'� 'Ex�s'S 19-�1� S`{s��v✓� 'Pu�L,1����v'1
o���^�_ u��--�-�- �s-� - L��-���ti �t�ws �-c�zo� -F�L.-�+��..
ELEVATION EFFLUENT OISCHARGE LAYOUT-AERIAL VIEW
(Show Location of Facility and Uyout ot Plant Installation)
1 HOUSE � bSo�,1 ��
? � � N o v S�E- y 7- r�u��-�f`� � '<�1 J
� -- � o �� , ,o�
t r �-
O �x�sfi►a`,
�,�So�MI L�4-! SSA.
-----�— —
� 'S�S s-5�h1
Mu�ri�F�o
Waste Treatment Systems, Inc. 2324 E. River Road. Dayton, Ohio 45439(513)293-1100 I 0 rt 0 0 4- 7 8 6
Authorized Distributor For
,, Sc4�irmer Wastewater Treatment Systems, Inc. MULT1��i�Q
951 Karydid Lane NE • St. Michacl, MN 55376 • (612) 497-3566 �AERATION EQUIPMENT
SALES & SERVICE
GENERAL INFORMATION
01NNEF� �flrn ��U�'� RESIDENT
ADDRESS J�O O '��-4 C�1� G„"� �..�z-, f���s o COUNTY �"'���•
D/1TE OF INSPECTION u — � � `-9� PHONE � 7 � — � 3 � d
UNIT INFORMATION '
T/1NKN0. � TYPEOFTANK �S� NO.OFMOTORS � SER.NUMBER � ' �����
CHECK LIST � O O O
ltem Done Per. Specs. Necd Attn:
Trke Mtxad Ltquor sample � ��"�r O ]� O O �
ChE!Ck Alarm Systt�n � O O ($� O
Turn Of f Po++er v
Rin�e Surqn epvl � O A I R O
lne�ct Effluent a�ality � Li..O�-.1�y� O �.� " O
Vaaium Fk1r and F1•lters � O 10 /O\ 10
Nrsh F11ters � �j �
9nspect/Replace Top Gasket � � O O O O 10
in��ct/Rnpince BoCtom " � 2 O
1nspect alerm Sensora �/'
inspec:t Aerator '�/ O O O O
Turn I'a+cr On �
CURRECTIONS RLCOMMCNUCD: REPLACED FILTERS q
�L�g�' REPLACE EXPANDERS a
- COMMENTS
TESTING INFORMATION
IN FIELD TESTS TESTS IN LABORATORY
F'H TEMP _ B.O.D,
D.O. D.O.
C.0.0. __ FECAL COLIFOFiMS
SE:TTL.C/1BLE SOLIDS 96 L, �� SUSPENDED SOLIDS
��' (��� LICENSE NUMBER 3�J�
SIGNATURE OF SERVICE OR REPAIRMAN
WNITE�Health Dep1. • YELLOWiBIlling Flle PINKiMalntenence
Authorized Distributor For
r Schirmers Wastewater Treatment Systems, Inc. MULTI�/�,��
951 Karydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 AERATION EQUIPMENT
SALES & SERVICE
GENERAL INFORMATION
OWNER �PA'YV1 SI�'L�A � RESIDENT
ADDRESS 130 0 �L� L'�"�'�'S- '�'� . DY�9�-JC� COUNTY �I�S►-�51,� .
D/1T E OF INSPECTION �-' a J�`� PHONE � 7�'d 31 D
UNIT INFORMATION '
T/1NK NO. ' TYPE OF TANK �Sd NO.OF MOTORS SER.NUMBER � ' ��� -5�
CHECK LIST U OO OO O
Item Done Per. S �. Need Attns
irke Mlxad Li�uor sample W O O �] O �
Clx!ek Alar+n Systan � O O (Q� O
\J
Turn Off �ower O � I � O
R1rne Surgn �1 9
In��ct Effluent U�a11ty [,1,�.�'��j 5
Vea�ixn LJ�!1r and Fllters _____�_1" 6 �Q /O\ 1� O
Nash F1lters �' O �j O
lnspect/Replace Top Gasket �
in��x�ct/Rnplece Bottom "
i✓ O� O O 10 6
Inspect alerm Sensors �� O
Impec:t llerator Z 3 4 O O
Turn f'o�+cr On � O O
CURR�CTIONS RLCOMMCNUED: REPLACED FILTERS q
REPLACE EXPANDERS �
' COMMENTS
TESTING INFORMATION
IN FIELD TESTS TESTS IN LABORATORY
F�H TEMP _ B.O.D.
D.O. � D.O.
C.O:D: ___ FECAL COUFORMS
SETT[,Ch$LE SOLIDS 96 < � SUSPENDED SOLIDS
..����' ��1---""�� LICENSE NUMBER 3 9 s�
SIQNATURE OF SERVICE OR REPAIRMAN
WHITEiHealth Dept. YELIOWiBllling File PINKiMeintenence
Authorized Distributor For
� . :�chirmers Wastewater Treatment Systems, Inc. MULTI�FiD
951 Karydid Lanc NE • St. Michael, MN 55376 • (612) 497-3566 ;AERATlON EQU/PMENT
SALES & SERVICE
GENERAL INFORMATION
OWNER �1Q'Y1�I �'J �L��'� RESIDENT
ADDRESS ��V O ��'�Ll.� G'"��'�`Y.� �7'��, D��J(� COUNTY�"�1-�1�
D/1TE OF INSPECTION � � � }� ` � � PHONE ��L�d3l D
11NIT INFORPVIATION '
TANKNO. 1 TYPEOFTANK � NO.OFMOTORS f SER.NUMBER�1�
CHECK LIST U OO �O O
Itan Done Per. S a Need Attn:
Tnke Mlxcd L1qvor aampla y �w OO�] . O �O �
CheCk Alarm System $ $
Turn Of f Pa+er OO I �O
a9�,e s�„�� ea.� � 1� 0 9 A B �
Int�ct Efftuent Qi,alliy � L 5 / \ O
Vecvvm Fkir end F1�lters O �� O 1�
N�+sh f 11ler� � C O
Inspect/Replace Top Gasket �
t�,�t/a,.pt�� soe�«+, ^ � ;✓ OO O O 10 O
lntpect alerm Sensora ✓ �� O
lnepec:t Aerator � O O O
?urn I`rn+er On
CURR�CTIONS RLCOMMENUED: REPLACED FILTERS #
REPLACE EXPANDERS �
• COMMENTS
� TESTING INFORMATION
IN FIELD TESTS TES7S IN LABORATORY
F'H TEMP _ ' B.O.D.
�.0, D.O.
C.O.O. _— FECAL COLIFORMS
SE;TT[.C/1BLE SOLiDS 96�_ SUSPENDED SOLIDS
y�/= t/� � % �-'--"°°-�'- UCENSE NUMBER ��JJ�
SIGNAtURE OF SERVICE OR REPAIRMAN
WHITE/Heetth Oept. YEILOW/Bilting Flle PINK/Maintenence
' Authorized Distributor For
t Schir.*ners Wastewater Treatment Systems; Inc. ,�y��►,�Tl��<(j
951 K�rydid Lane NE• Sc, Michael, MN 5537G • (G12) 497-35GG tAERATION EQUIPMENT
;SALES & SERVICE
.GENERAL INFORMATION
OWNER Q R'Y''S ��'�-��� RESIDENT
ADDRESS I3OO ��G�L� ��. �"�'�-� COUNTY �
D/1TE OF INSPECTION � �` �y-q � rH�E y 7 �"�3��
UNIT INFORMATION '
T/1NKN0. TYPEOFTANK NO.OFMOTORS � SER.NUMBER�J �lS
CHECK LIST � OO 1O O
�t,ern pp�e Per. Soec�, Need Att++t
T�k� Mlxt�d llquor tarnp1A '�� O O. O O �
G+eek A1ann Sy�ta� O O O O
Turn Of f Pwer O � I �• O
R1nae 5uroc Bovl � O 9
ln,�xct Effluent Qiallty �, 5 5
Vacvurn Fle I r •nd F�l t�rs 10 /O^\ O O
Nesh �11 ters � 5'��{ d'P� O �./ �
lnap�ct/Repl�cv Top Wsk�t
r�.�c/a�pt��. eorco� M �� O� O O 10 6 k
1n��et �l�ne S�nsors O
lnspoct Aer�tor • O O O
iurn f'o�or On �
CURRCCTIONS ItCCOMMCNUCD: REPIACED FILTERS �
���� �� �"� � ��'�� REPLACE EXPANDERS �
��� • COMMENTS
� TESTING INFORMATION �
IN FIELD TESTS TESTS IN LABORA°fOR1f
F�H TEMP _ B.0.0.
D.O. D.O.
C.O.D. _ FECAL COLIFORMS
SETTt,CABLC SO�,IDS 96 ��' SUSPENDED SOLIDS
����""'�� � �"""'" • UCENSE NUMBER ��' �
SIONATURE OF SERVICE OR REPAIRMAN �
WHITEiHe�lth OepL YELIOW�Bllllnq FII�, . � PINK/Maint�nanos
Authorized Dlstributor For
,� Schirmers Wastewater Treatment Systems; Inc. ,�y�UYTI�FLD
951 Karydid Iane NE • St. Michacl, MN 55376 • (612) 497-3566 �AERATION EQUIPMENT
;SALES & SERVICE
GENERAL INFORMATION
OWNEFi ��Y✓� ��A"U �'1"l RESIDENT
ADDRESS � 3 �a �-�L� L���L �� oF o N 0 COUNTY ����`• ��
Dl1TE OF INSPECTION ' � '" �� -S� PHONE `j���31 D
UNIT INFORMATION '
T/1NKN0. � TYPEOFTANK NO.OFMOTORS SER.NUMBER �• � �� S�
CHECK LIST U OO 1O O
�tern pons Per, S�eca. Need Attnt
TAke Mlxnd 11quor sample — OO O. O �O J
Cheek A l ar+n Sy�tarn
Turn orr ro�r
Rinte Surqo 8ov1 _ OO I OO
In+�ct Eftluent Queitty O � O � O
vscti�vn+ Nn1r •rd F1•Iters _ O 10 ��� 1� O
H�sh F1ltere _
lnipxt/Replace Top Gasket
Ina�x�ct/Rnpl+�ce Bottan " _ �✓ OO O O 10 O
Inapect elar+n S�nsors _ O
Inspoct Aerstor • __ O O O
1urn f'owor On
CURRCCTIONS ftLCOMMCNUCD: REPLACEO FILTERS #
�m� ��'t� S�v �L� REPLACE EXPANDERS �
• COMMENTS
� TESTING INFORMATI0IN �
IN FIELD TEST3 TE3TS IN LA80RA70RY
i�H TEMP _ B.O.D.
D.O. D.O.
C.O.D. _- FECAL COIIFORMS
SETT[.C/1$LC SOLfDS 96 �-t�� SUSPENDE� SOLIDS
�� U r• � �---- � LICENSE NUMBER 3�5
SIGNATURE OF SERVICE OR REPAIRMAN �
WHITE�Hee4h OepL YELLOW/9IIIInq F�le, . PINKiMaintenencs
�
- ,,,�7�P �EST�NGs �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
September 26, 1997
Pam Sagan
1300 French Creek Drive
Orono, Henn. Co., MN
This site has an existing on-site sewage treatment system consisting of 2-1000 gallon
holding tanks & 1-1000 gallon pumping chamber. The drainfield is 900sq.ft. with 300
lin.ft. of trench. Approximately 20 lin.ft. of the trench is below the driveway. The original
design required 280 lin.ft. At present the system is hydraulically overloaded and is
surface discharging which is an imminent health hazard and must be repaired or
disconnected within 10 months. The home has an iron filter which discharges
approxirriately 600 gallons every 2 days which will be diverted out of the system. A
water meter was installed which does not include the iron filter or water softner.
Readings from 9-13-97 to 9-20-97 show water use from 210 to 490 gal/day. An event
counter was also installed at the lift station. The pump is pumping approximately 225
gal/cycle, a check valve was installed to prevent drainback, this will need to be removed
before the winter months to prevent freezing. On 9-15-97 & 9-16-97 the discharge to
the system was 900 & 1125 gallons plus with the remainder of the week at 225 to 450
gal/day. On 9-15-97 & 9-16-97, approximately 1" to 3" of rain had fallen. This indicates
ground water is entering the system through the tanks or possible drain tile from the
house foundation. The tanks will need to be inspected for leaking & repaired and the
drain tile checked. Once this is completed with the water use reduced in the home, low
flush toilets, shower heads, etc. the system may recover. If the system does not recover
and surface discharge reoccurs, the system will need to be added to by using 10"
diameter gravelless trench befinreen the existing trenches & downslope of the existing
trenches using a sizing factor of 1.27sq.ft./gallon, the new system would support 750
gal/day (960sq.ft.)
The soils on this site are SCS soils mapped -AnB - Anoka loamy fine sand. No
seasonally saturated soils were present. The bottom of the treatment area must be
located at least 3' above the seasonally saturated soils.
The soils at a depth of 30" & 36" have a percolation rate averaging 27.3 mpi.
1
S�P TES TING� �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
R������;.,'
� ���q91
N� ������o
, ,��
ENCLOSED PLEASE FIND NOTICE OF IMMINENT
HEALTH HAZARD FOR ONE OR MORE
PROPERTIES.
THANK YOU,
Steven B. Schirmers
1
�
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 gray water (laundry, showers, etc.) should be disposed of into the
septic tanks. 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 8� clean your tanks through the manhole by a
certified pumper every 2 years. Check with your pumper to set up a schedule.
�. .
teven B. Schirmers
2
����rrP �4�� �-��J�,�/`� �����M'�-r Or�F vF
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� 241,Zi \
( ��a,r��a�� �Asti.�,-E+�-r \
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trti• ���� �`'o_ , �45 w� - -f o 4 v� U'A S�m�1-K
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� \5�,,, _, �, C-,�-ta�eE �xQa�s�o� �3a`F,�., ��..c. ��- 95(�.3 ��- `158�3
��ti � � �� pJait,�MSvc q 2
�
�ti ��\' .�1�R'E4-'!h\�i `d0 W1JV n.o-f 54�� ,��aSS.\ �3 - IS'D��
� L�A�}F J-�S �(�li C�1.
�\\ � s��� ` 9 Percdotion Tests Scale= 1=��
\� �- .,SS.� ��e�� ' j 0'Soil Borings
\ � /Jr� � ���,�' ,��:,�=€,� �Bench Mork
'�' ii" ��. � ��'3� � ' %�i —9�
� < a
�� � �
. y;� ,- � ,;;� `,� " Note= This sysfem is to be constructed to meet
, .,r .,
" � 3 ' � �� the N6r�nesola Potlu!an Con�rd Ayzncy
� i� ��% ��-
\ qs�� �,^/,,� �- - co-�PA�� Chapter 7080 & •Local Ordinanc
� � - .ii�, .ir„r'00� 7>"-3b�i
� �. .._- , �`i/ ��C/lf • ' '
. �..' _�)C15�1?-�V 5'{S'CF�IY�
� 30� L�*�.�-r 3-,���E- Check all underground �tilities
�tiT-tia.�c,w ES .
� �u
/6� �
,\ �v° ��E�- DR�� Pf3CPERTY OF: PAtv� S�AcC�A�c�1
� , a � 1300 �1ZE�c.l�- C�E�� D��v
\ c�Q o N� j 1--��N�t.C.o•� rn�cJ
� i � �
. �� � S-P TEST/NG /NC.
I rw�� Oesiqned By� I
� Do'e�_//, Pt t.5t2 - 497-3566
�
� . � .7-P TES TING� I 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
LOGS OF SOIL BORINGS
Pam Sagan
1300 French Creek Dr.
Orono, Henn. Co., MN
Borings completed on 9-12-97, with a hand bucket auger.
BORING NUMBER 1- Elev.956.3 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 24" Fill - compacted clay loam
24" - 32" Original soil brown sandy loam 10YR 4/4
32" - 42" Brown loamy medium sand 10YR 5/4
42" - 46" Brown loamy fine sand 10YR 6/4
46" - 50" Gray brown fine sand 10YR 6/2
50" - 62" Brown loamy fine sand 10YR 6/4
62" - 64" Rusty gray brown loamy fine sand iron stains 10YR 6/3
64" - 76" Gray brown loamy medium to fine sand 10YR 6/3
BORING NUMBER 2- Elev.958.3 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 6" Fill clay loam
6" - 18" Compacted dark brown sandy loam 10YR 3/2
18" - 32" Compacted brown clay loam iron stained 10YR 5/4
32" - 66" Brown sandy loam 10YR 5/4
66" - 70" Rusty dark brown sandy loam iron stains 10YR 4/3
70" - 76" Brown medium sand 10YR 6/4
BORING NUMBER 3- EIev.958.3 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 14" Topsoil dark brown sandy loam 10YR 3/2
14" - 20" Brown sandy loam 10YR 5/4
20" - 24" Brown sandy clay loam iron stained 10YR 5/6
24" - 40" Brown sandy loam 10YR 6/4
40" - 78" Brown loamy medium to fine sand 10YR 6/4
CE ZTIFICATION N0.627
ST�'I�L�CENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 9_13_97 starting at 12:10�m•
Test hole location Sagan, 1300 French Creek Dr.,Orono.
Test hole number�, Date test hole was prepared 9_12_97•
Depth of hole bottom�inches. Diameter of hole f inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 24" Filf - compacted clay loam
24" - 30" Originai soil brown sandy loam
Method of scratching sidewall is�. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 9-12-97. S:OOpm. Depth of initial water filling is 12_iu�h�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.
Ma�mum 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
12:00 refill 6
12:10 12:40 6 1-5/8 18.5 30 m i n
12:49 1:19 6 1-9/16 19.2 30 min
1:224 1:54 6 1-7/16 20.9 30 min
Percolation rate= 19.5 minutes per inch.
CF�RTIFICATION N0.627
S7,}.'F'�IRICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,,Inc. on 9_13_97 starting at 12:11��
Test hole location Sagan� 1300 French Creek Dr.,Orono.
Test hole number�. Date test hole was prepared 9_12_97•
Depth of hole bottom�inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 6" Fill - clay loam
6" - 18" Original soil compacted dark brown sandy loam
18" - 30" Compacted brown clay loam
Method of scratching sidewall is knife• Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling �-12-97.S:OOpm. 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 er inch Remarks
Water remainin in test hole
12:11 12:41 6 9/16 53.3 30 min
12:50 1:20 6 9/16 53.3 30 min
1:23 1:53 6 9/16 53.3 30 min
Percolation rate=5��ninutes per inch.
C�TIFICATION N0.627
S �T�IGENSE�t0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing.Inc. on 9_13-97 starting at 12�12nm�
Test hole location Sagan,>300 French Creek Dr.,Orono.
Test hole number 3. Date test hole was prepared 9_12_97•
Depth of hole bottom 30 inches. Diameter of hole¢inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 14" Topsoil dark brown sandy loam
14" - 20" Brown sandy loam
20" - 30" Brown sandy clay loam
Method of scratching sidewall is I�tnife. Depth of gravel in bottom of hole is 2 inches• Date and hour of initial
water filling 9-12-97a S:OOnm. 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, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
12:00 refill 6
12:12 12:42 6 3-3/8 8.9 30 min
12:51 1:21 6 3-1/4 9.2 30 min
1:22 1:52 6 3-3/16 9.4 30 min
I
�
Percolation rate=�ninutes per inch.
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(,� DATE TIME
' CITY OF ORONO ca��Eo iN .� c' �'`>
INSPECTION NO�ICE scHEou�E� ? �� �l �=
PERMIT NO. �-��'=�' COMPLETED
ADDRESS f�C%G � /t'.�'-��c f�1 C .�t_���-�'
OWNER CONTR. ���-�.� ��C.u��
TELEPHONENO. ,��`� ",�S//
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
Z OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEM4—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J __:
W 07 DEMO—FINAL �5 SEPTIC INSTALL.1� 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
� OWNER/CONTRACTOR TO U: YES NO
° COMMENTS: -' �� �✓ C�`�� d �✓
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� i_:WORK SATISFACTORY:PROCEED PROJECT COMPLETE
W
� ! ' CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
W
O i' CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
C CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in�dva ce.473-7357
Owner/CoMract /
Inspector. "�
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