HomeMy WebLinkAbout1997-009844 - replacement system PERMIT
. �ITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 Permit Number: ��' � �
Crystal Bay, Minnesota 55323 "
(612) 473-7357 Date Issued:
SITE ADDRESS:
DESCRIPTION:
. ., „ _ Y. . �.
, � ��,t.=- ,�. � � , ..;�,,..: �i=t ,.,;:.'
a-••
_ �h��_.. .._� �'..� �.i_ �� i r; _ � �._�,k _ r(�:_ _ Y t��� 't'.
{ S-� i:.�-.3. � k.`:.i�.T i.f•.i`.�
... .. .... . .. u'..;i�.'r_:�� �t+.�r 7 r �y..�:L.'Y�: . ...... : ��r, v�..{"'Y
REMARKS:
FEE SUMMARY:
. _. 1��. . .._.__._.........
�t�.�x ...._. .. , ._ _ ty-�` 3..��..'
CONTRACTOR: -- OWNER:
+ . ,. . _. _ _
; _ _ . .. _
't",''•. . .^ "� F
.. ... . . . .. . .. , . . .
•E... F. �; . �.. . .. ,� . ,� . .
; . , : .
�.�_ :�,.. , _ .. e ,' :. , ., ... _ �,
L _ �
. " c �'�rn�� CP.��
APPLICANT-PERMITEE SIGNATURE ISSUED BY:SIGNATURE
� SEPT'IC SYSTEM PERlI�-IIT APPLICATION
CITY OF ORONO ,����
Box 66 (2750 Kelley Parkway) ;.�`�
Crystal Bay, NPt 55323
JOB SITE ADDRESS: ! 1 U S� /� � 1 ��� -� � " -
Occupancy Type: Residential � Commercial Other
Permit Tr�pe: IV'etiv or Replacement Sy-stem, $100.00 •�1+���
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 I�'ame: S h � r „��v, � �l-ti Phone Number: C��.� 7 - 3 r�� -7
l�Iailing Address: � y c s� �/�� �' � T� � � � A City: � - -� � �� �P�
Con traCtOr'S ?�'ame: S.; I i �_- �^'S PhOnel\'umber: �t7 3-Y����
Nlailing Address: 3��,o � �!�-.�-� � c � City: ���.�z�.�-. �p: SS 3`� i
DO \TOT I�IAII� PAYI`'IENT ti�ITH THIS APPLICATIO�'
GENERAL INSTRUCTIONS
1. Applica[ions 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 City Offices and�work must not be�in unless the permit card is on the job
site.
2. Permits �'ill 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 desi�n. Design
repor[s 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•in� inspections will be required for aIl septic systems:
A. Pre-i.nstallation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to coverin�. For mounds, inspection is required
afrer rouQh-up bu[ prior to sand placement (sand will be jar tested for silt content),
and a�ain during pressure distribution pipin� installation in the rock bed.
D. Final i.nspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5, Individuai holdin�MPCA Installer Certificate shall be present durinJ inspections: A 24
hour notice is required for all inspections.
y
NOT'E: Applicant rriust 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 �vill be installin� the followin�: � �
A. Tanks: _ Precast Concrete �Other Manufacturer o f�,�-�o
Tank Capacities: 1) �p gal. 2) isod �al. 3) gal.
B. Pump Station (if required)
Pump make & model G-.�,,��/c ���'p S"///-� (attach pump curve &
literature); system desi�n requires �_ apm at 1 � feet of head.
� �' t°� , Hi�h water aIarm make & model ,Q..�, � o � S� ^. Outside
�/v������._.----�-'� � electrical work to be completed by ri'installer electrician
��--'""� other . Inside electrical work must be completed by
' electrician.
C. Treatment System: '� �r-�asS" f'�' �' �-�'"'``'�
Trenches: s.f. �
Depth of rock below pipe " Rock bed dimensions �'x (Z'
. Drop Boxes � �X �
�
Distribution Box Pressure Dist. Pipe Diam. Z "
Maniford Pipe Diam, z, "
D. Final Cover/Topsoil to be: _� borrowed from site
(show location on site plan)
trucked in
The undersi�ned 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 the 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.
SignatureofApplicant: '� �_ Date: /z.-3 a-�7
MPCA Certification No.: / Z..�
Staff Review: App oval Denial
� Revietiver: Date: �v?''�,,�� - ��
Reason for Denial:
�-----�
� • PARTS �l,:' �--.�
� � �
� INo. part Oescription �
1 Impetler �
'i
2 Casing '� ��•
3 Mechanical Seal 5 6
4 Shaft
5 Motor 4
s Bearings,
Upper and Lower 8 � , 3
7 Power Cabfe �
8 0-Ring ''
1
2---'—"� �
PEitPORMANCE RATINGS(gauons per minute) MODELS
WE0511H WE0611HN Series HP Volts Phase Max.Amp. APM Solids Wl.(Ibs.)
� ' Series WE0512H WE0712H WE1012H WE1512H WE0512HH WE1512HH WE0311L 115 9�4
N0. ��11L WE0311M WEU532N WE0732H WE1032N WE1532H WE0532HH WE1532NH yyE0312L 2� 4.7
' WE8312L WE0312M WE0534H WE0734H WE1034H WE7531N WE�594HN WE753dHH i 1750 56
WE0311M �3 115 9.4
� :� MP Ys Ya '/ �/+ 1 1 Ye ��z 1 Yz 1
WE0312M 230 4.7
RPM 1750 1750 3500 3500 3500 3500 3500 3500 yy�0511N 115 13.0
�' 5 100 70 80 9Q 106 — 60
'� �� 10 80 65 76 87 102 112 56 8q �0512H 230 6.5
{� WE0532H• 208l230 3.4
15 60 57 72 84 100 108 53 82 WE(1534H 460 3 1.7
��, ; 20 36 45 ,65 79 95 105 48 �� yy�0511HH ��2 115 13, ✓ 60
; '; m 25 25 _ 59 74 91 100 45 75 WE0512HH 230 � 6.5 ,/
�i ; � 30 0 67 85 96 40 72 WE0532HH 2O8/230 3.3
�'� � � 35 � 40� 81 79 92 35 70 3
�� ` ° qp � 52 72 �86 30 67 WE0534HN 460 1.fi5 �y�
m 45 '10 43 80 25 64 WE0712H 230 1 10.0
�'�c LL WE0732H 'h 208/230 5.4 3500
� '� 50 30 4 73 18 60 3
" 17 42 65 12 58 WE0734H 460 2.7
� 55 70
�. WE1012H 230 1 12.5
,��� ' � 60 6 30 54 3 54
, � �� WE1032H 1 208/230 7.0
'�' 70 15 26 4, WE1034H 460 3 3.5
E 14 4 WE1512H 230 1 15.0
� 75
WE1532H 208/230 9.2
° 80 4 WE1534H 460 3 4.6
�c. 80
��,` � 4 WE1512HH ��� 230 1 15.0
;��.;,: 100 WE1532HH 20&230 92
110 15 WE1534HH 460 3 4.6
,�,. � 120 5
3�„
DIMENSIONS
r r�r�Rs FEET (All dimensions are in inches.Do not use for construction purposes.)
�zo _ �.. __.. :_
MODEL 3885
_-,— �
� ; SIZE 3/4"Solids �--
£ 35 �
� �
f.. _. __. , . -----t2'/z" — �, ,
� :.. 11� WE15HH � � � ' �
< � ; ;— � 5'/," � I
� ' � 100 _.. _ j � ROTATION I � I
>.; ' T—� ;- . , � � p•
, � � _ _�..._; � �
_.
� �� ��� 5GPM ' � � ��
� i � �,
, ; . ' i
� 25 BD __ _ 5� €._ s .___ 8/". i
�. .�_ � � .. $ �,._ � � � �
. °a 70 � ; f �,. , }_ �-- � � I ' 3/,"
� � .� � � � � , � �-� � ��� p'Y, Yz '/<and 1 HP=1�KICKBACK �
__ r— (
• J ' I. .__
t� .. a o0;
° ; _ t except for model WE0712H and WE1012H=18";1'�HP=18"
50 WEOSHH _
15 _ _ ,
; ao _ ..... .'.. _, EFFLUENT EJECTOR SYSTEM
a �o ' Etflueni e}ector sysiem _ Package Includes:
; �o , �� � " offers ease of ordering '- � Submersible Eftiuent Pump,
,� i ' and installation.A single _� wE03i t�,/2L or WE�311 M,
"� 20 > `" ' __, _ . _ . 12M,WEOSIIHH,12HH
5 �""" ' ordering number specrfies : • Mercury Levei Control Switch
y_ -0, d COmplete System designed ,� __. ' A2-5(115 V),A2-6(230 V)
'o commercial sump and ' ` �� Basin A7-1801S
� : ' ' ) Basin Cover AB-1822
for most residential and
0 0 � !�
o �0 2o so ao so so �o so 90 tOdGPM effiuentpumpappiications. � ' CheckValveA9-2P
I I Orde�No.:SWE0311 L,SWE0312L,
p ��p 20 m3m SWE0311M,SWE0312M.
;; cu�icnc+�uu cu�cnG+ouu
�O ``" CITY OF ORONO
� � ,. �r � y
,, � �'^��� �� ��=� SEPTIC SYSTENI APPROVAL
O �. O ��� �, �� , �
�, ,' , • �.Ci ITY O� D�.Z►��T�
'�, � � � .Y ;�
P�.'k � A ,, ��,"!'� �t 6�.vs' �
t �'�'� �` i � F. �
��� f ��
,
�_ � (�� ���>i ;7e' •. �, ,,�`� Y� Municipal OtFces
��" ,''�'.�.d/�� 'y, Past OfCke Box 66
� V�l��' G Cr}•stal Bay,Minnesota 55323-006G
l�q� �� r�'o4�
ESH.
LOCATION: 1905 Heritage I�. �v2 ,
OWNER: Jim Anderson
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
S-P Testing October 1 , 1997
SITE EVALUATOR: REPORT DATE:
The City of Orono has Approved your on-site system design as of October 14, 199 7
(approved-disapproved) (date)
Wi[11 tlle following conitnents: The proposed design will make the existing system meet the
sizing and compliance standards for a three bedroom residence. The aerobic tank unit
is not required, but may increase the longevity of the system.
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site pian. 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 tlie Iiispections 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 ONO
BY ✓'� �A���
Stephen We an, On-site Systems Manager
TELEPIiONE-473-7357�FAX-473-0510
. • ,�7�P TESTING� �NC. Steven B. Schirmers • MPCA Cert.f�o. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612) 497-5011
State License#394
October 1, 1997
Norwest Trust Real Estate
Jim Anderson
1905 Heritage Lane
Orono, Henn. Co., MN
A compliance inspection was completed for the existing on-site sewage treatment
system located on this property. A Soil boring (#3) into the system found the top of the
rock in 27" below grade at elevation 97.8 with the bottom of the system at elevation 96.3
to 96.5. Soil borings#1 & 2 found fill soil 30" to 68" deep with mottled soil (seasonally
saturated) at elevation 91.5 and deeper. This system meets the 3' separation from the
saturated soil and the bottom of the system required within shoreland areas. The
system consists of a 12' x 50', 600sq.ft. seepage bed with gravity distribution. The
existing tank has no bottom and is a cesspool which is classified as an imminent health
hazard and must be repaired or disconnected within 10 months. The city of orono
requires a system to be upgraded when a repair is needed. A 600sq.ft. gravity seepage
bed will only support 315 gal/day. A 3BR home is sized for 450 gaUday. To bring the
existing system up to code, the system will need to be pressurized. This will require the
seepage bed to be opened up and 1-1/2" or 2" diameter distribution pipe inserted up the
4" diameter existing distribution pipe. The distribution pipe will have 1/4" diameter
perforations 36" apart and capped at the ends.
This On-Site Sewage Treatment System is Designed for a Type 1, 3 bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are SCS soils mapped - sandy loam fill & HeB - Heyder sandy
loam.
1
.� � ,
Due to this site having no additional area to treat septic effluent &to assure long term
survival of the system, recommend to install a Class 1, Multi-Flo Aerobic Wastewater
Treatment System. 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 0.75, 750 gal/day for possible future
expansion. 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.
For possible future expansion for additional bedrooms, an area east of the house will
have ground water monitors installed. This area has a sandy soil (excavated) which is
mottled 2-1/2' to 3-1/2' below the ground surface but has no restricting layers of soil.
After 2 to 3 wet seasons of monitoring, if a water table is not present it may be possible
to add more square footage of treatment area.
The existing tank will be abandoned, pumped and filled with soil. The new tank will be a
trash trap.
A pumping chamber will need to be installed to lift the septic effluent to the treatment
area. Use a 1500 gallon capacity pumping chamber with a timer. This will allow reserve
storage during peak use if the water exceeds 450 gaUday and will allow to be pumped
during low water use periods. The power supply and switches must be located outside
the manhole and pumping chamber in a weather proof enclosure. A waming device
must be installed with a light and sound device, this is in case of a pump failure.
Recommend to install a water meter to monitor daily water use. If the water use
exceeds the design flow, low water use facilities will need to be installed throughout the
house.
All neighboring wells are located greater than 100' away from the proposed treatment
area. The well location was verified on this property and is located 55' from the
proposed trash trap to be installed. This well will need to be abandoned if the future site
is used.
2
3
w�-<�A�os �.�
'�`��k 1 W�'tL1'��\� �\� � � � � '�� �
�c�z,� t�U -S�f�� .2I� � � �
� .� c � �vJ.�/ �vJ�if�.A�� �
(5 o+-�NO f1W'r
p N E'� � LA1-11�4� t�.�14'SS
}, w "U`ti wf�ri'A1a u4�� (�-
L O Q m N G ., 'CHYa�k �S� �� �� 9`1.8 RoS43z
''� Z V� `� � " � + Q�N�Q1�JU
� K� 3 d `! �, L1aA-v��f�
Z � ��.,���,
� � a � � �
� � /1 � � �� '�' �� \ - � �
d�,�,y � 0� � ' a',,� 1 /�
!�1� f, � y ^ �'�' a?��1� ��p�,jQ���
� � � o� SB*�a - • �,��. Q�SH�nti
'" �� U ��� �' Ex�s�f�v� ��A�w��-f a� -fo�-9ts.3
� V g �x �Fit4-. �a x S� � �
` � ' O � v� •� (000 SQ.f'�. � ��� �i 3•S� P¢440�iE'C�
� - u�� c� ''� � - � �3 �. - � -r-,zas,-►--��
� o � j \ �
Q > > .�-.� � �t Po o� i �' \ , =I �� ' \
��- � _:
� � 0 O � � � � _— .___ J '� �1
� _ —_ _ - _ � �
� �.:'f .�' � G C V J �x�S'Sf>�b � I . 1
d.'t''3fo� � � °� C� = ;r '('Bwt M 'fAN� i� \
� �PRoPos�� ��
�":�. c.;_ �" � �= r L
`�F �i. [4. `� C� ; ` � : " � MO}�1'SO'[Z-19�V
(y �: '� Z � .• - � , W�.�S-WA�SE'¢_
� � - ; \ -(wa�-�f-. �
� � �,��. ,. a ,
��,s-���.� u��s� �o �� �a�� ��
--� �-� s��-���.
.\ \\ _ � ''(�— = — =`-� -So '� mvs���C�W'� �x15��t�
W�t-�
� i �
( �� r�� �1/�'�P A�.L. 1�'�1��!`i' 'EQJl�t.'`'�'�-T' o�r'� O'r
�.l��n. "i���'EX1`�1?-�v ar'PC�SSt'b�.� 'A.�'(�� '(Q�tvn�-�-�
� J�-- \ -� ��.
�, ���� . ���
- � � ��oo
� �
-- � ����i
� ���� �
- � � �
— - ��-<►��� �.�.�.�. � C'� (� �
-TR w, •, -fo-4 0� ��52 va �4-r . RTY CF= �1 v� ��o�s o�-�.
B Percolation Tests Scale� 1 �= 3U � ���
�1 o vooQ �.��-lnc�,vo QSoil Borinqs 1-��1T'4"L'� �'1�1-��
. �8ench Mork �� � �) y.� � . Hr�.>.!,, d D .
� Note� This system is io be co�structed to meet • � �
' the M�nnesoio Poilu►ion Controt Agency � , -P TEST/NG /NC �
Chapter 7080 & Local Ordinance / �
„�, Qevqned By:? o� J�.�� �._�
Note : Check all underground utilities po�o �/�y/5_.� '�t-t.6i2-497-3566
� M��rC�-��.v 7 So ,y�,l.
I „
--�1PM'�C`�L- - '� 1 3� �� -_ nw.d"o�a. a,s-l.v�P� w)'ly'v�a.p a-Cio�+s 3V'raP� 1o�Q. S.lPo�.V
-�'o-Cra� Z.F��t�l-�-f — 9 0 y , �wy U�,t-f(,s�+ay
I l.�'�t\b� -CO 1 ia�.-�� 1 f-�J��R�C- I lo�� - -- � -
I �^�r,a.�� �o o�K�� i�►v�a--f- ►�S�� - _� -----
�-_
��c,c.A v A�-�►o i-1 b-�-fN- - ��6 i!a�� ��`v-o`"" ��.ow"N� o►n�IP� �.3 t-
I DO \bs ExiyC�Nv 4`b„�. `01S'(Vf9E
S la 1'4'41 i-�v v�/+�11U 1�"� — '� �
���� 1 i-�v�-< - c.S�,� ' - --- ----..--- -- �
o����r� t N V�na� - (.3 - '�"����,��
� �� - o�s�.SSo�L•M►v���
'i v�s�t A�� 0 4�+�i�Q
SET- BACKS - -"^
HOUSE System must be�
4L.1�� V����1
Tank �o_� from property lines
�— "'6�5� .�.t from wells
WAti�—o�'f' 3J from bidgs.
, w+��tL.x�m
a 'un Treatment areo = fran lokes, �stfeeaas-
Treatment areo �� from property lines
MI�uNo�.Es i-rfax 1�" ��from wells
a'�KF�'� �'from bldgs.
� 9�,3 �2'from trees ote�Power supply and switches must be in a weather SOIL BORING ELEVATIONS
�
� proof endosure outside �pumping chomber
1�omin. �Low ` -- --- , --- - - _. �
��„�� ��� �� „ , TH�I EL.-32�.0
ao.7 9�.o (� ��.+� ==?a A1P_e,_= ; \ , � i � TH. 2 EL.-a�.7
Tank Tank ��.�;;- .'S�� � ��u� �� _; Gr de 7%sbpe TH.`3 EL.-J��.A
Drop to Tank � ---- -"
- �x�a-n�� �,,.�oL �.�ae�. THK4 EL-
Min. I"to 8' � y`'°"' `'"A�9�.3+ TH.`5 EL-
Pumping
Max.l��to4� Chomber SEEPAGE � BED �pwEss�.a�,z� ELEVATION at PROPOSED PUMPING
4'�to 6��dia.pipe CHAMBER-39�Os�w,'Puw�t ��•o
SYSTEM DESIGN S$"'3 loo.o -so� o� y.oc,1L - 9�.�'
AP4WuN- �o-t%Cnw� s�is�S+�w� - 9 l.•3 �9(..5-
TYPE--�,3 BE�ROOM - Percolation rate — min.�nch (design �-IS min./inch) RSS�t�►"�• �
ls�oLls�� zi-r �x�s-f)s�v -<�K--)o i,.'a
Treotment area re uired w/ �� -(o IP o� �1 '� - q�.�
q y� of �ock filter moterial �/o �sq.ft. of trench bottom Ex�s-t��� �ou� L..��.�,^� - q�.�
Number of tanks required�, , Ist tank oo gaL, 2nd tonk---gal. minirrwms
'��sL} -cwa�
Clean rock—cu.yds. ( 3/4�� to 2 I/2��dia.,includes 2��above pipe ) ���u���p '����-`�-��"'�U,a`'t�
PROPERTY OF� ��m A?a'��s o�.l.
. Pumping chamber copacity= 25% of daily sewage flow of_y S0 gal._►�gal.+Reserve.staoge�al.* Pipe_.back droinage�gal._�?�gal.cop. J�o S N'�e-t 4�Gu� �A��
. �.f� �� '` V S� l So o-r 1 �ow A��5�o�»v�- �¢u�o r�a� . }�Y�►'f-�. O 0.
( Reserve storage = �agal./ bedroom=��yol. t pipe bock droinoge 1�gol./IOOlin.ft.� pipe- length of pipe needed ap� ff. -�gol.)
���
���"� Pump size ���hp w/mercury float pump controls �S'� _�L_�__}��-i�-�_ 'Pg���_�s�c,�lg�t��._ 3�S ��l�m�h.C3-���
c.��,.�.-t� S—P TEST/NG//N
� Note� When constructing bed �- , this areo should be shaped Note= Distance from t►eaime�t area to neighboring wells— Designed By� �• 7t�-�'' - _
i o d iv e r t run-o f f f r o m e n t eri n g tr e a t m en t a r e a. L'� ��'� �-� PH. 612-497-3566
Date��/�/q2 ,
IrRD�ND AT RocK Ivao
roP oF �C►S `�7,5
(jorTOM OF (iocK 9(o-D
ss"L 95.� n�o n�drrc��� Lbw�v To 40.�.
S 8µ�1. `I1•0 MoT'fL�u►- 93.0
� gg�1 Et S 8 1
� : la ��
�00 �. w. 3 5s��- 99,0
� ,
� �
�a}5 /
Ptt��-�° . .
� Ex�sr�N+T
+ b ��TA�.+K -
I , TaM" 13�zEMEn�T c�N���r�-
� I �M 29� 3 �� ��48 AT d�SCMENT — .
( 3� b Llaoct L-"�-/Do• ��
�x�sn��-
I HouSE _ •
� \ 1 '- 30
BP�rco!alion Tests Scok=
`I a,g
�Soil 6orinqs
y 9 � - 9 �B�c1: Mork
. �'
,-
3
y
� PRCPERTY Of': SHERM�n� TR��_
_�o� I�Ct'�T I�lr� pt�1d�
G(�o�vv NEn�N C',
�:,Z/�L/� Ph.612��8-a2�0
� Rusty Olaon's Sop d petcolado� Testln�
, '
�
I i
' f Husry C�Ison's
Soil and Pe�olation Testlnc
� /�� Minnesota Pollution Control Agency (MPCA) 11�j RNe�^°W Rd. NE�
� Hanover, MN 55341
Inspection Form for Existing Septic Systems
�ATE OF 1NSPECTION: I S `j TIME: I�/iU PM WEATHER COND[TIONS: CIeA 12 1STS PERMI7�NUMBER: a'�8"33
BEASON FOR INSPECTION 1DENTIFICATION
O Bcdroom or bathroo�t�d��,��::t,�`4, Property Owner(s) S H�Rtv���v �'Rv sT � Telephone O(�(c7- ���y
��var�ar,« Site Address 19os He-c'�T7}t1G l�R. C►ty ORon�O
OComplaint ��� ? g �gq7 Z'lp COdC COunty HE�VNEP�rV �
p�Property Transfer Fire No. Township Name
O Othcr , ,; ;�;_ ;;'r; �;�j���: Is system opened up' Y N Full Partial Contractor/Lnstaller namc:
Ha�k�(s)ever been pumped? � N Ycar System Builh 1 g� �
If Ycs,how oftcn? �t-3-9U For what reason: �routincly Q baccmcnt backupfl sluggish plumbing Qothcr
Any rcpair donc on systcm? Y What Whcn By whom
Usaee: rJ othcr establishmcnt�dwelling O scasonal O other No.Bedrooms�_ No. of occupanu�_
Wntcr using appliances:�Clothes wazher�Dishwasher�Gatbage disposal OWhirlpool bath�Water conditioning unit OSclf-cicaning humidifier in fumacc
Ncares�Surface Water: -�ft from which type of surface water O river O�eke O stream�other wt T LA�v D
(Chcck appropriatc scwcr systcm componcnt and indicatc location on site sketch on back of form).
Tank(,51: Tank(s)Material: Soil Treatment System: Other:
_Scptic tank Fiberglass _rock trench _alternative system (idcntify rype)
Acrobic tank Plastic _gravellcss trench _expericr,ental systcm (identify typc)
Pump tank Metal chambcr trcnch _other(identify type)
_Hofding tank Concrcte ,x sccpagc bcd
Othcr mound
_at-grade
Tank(s)Size: A('PROX IUl.Y� ¢als Soil treatment area size(s):�1PPRoT U� sq.f�
�OMPL.IANCE INSPECTION•
1�there or hac there ever becn am evidence of• g�� �jII
Dischargc of scwage to thc ground surface? YES �NQ�
Dischargc of scwagc to a surfact watcr? YES �10�
A secpagc pit,drywcll,cesspool or leaching pit? ES NO F,�sT Tl��k N as NU C3o"?T�n�
Lcss than thrce feet cf vcrtical scparation betwcen thesoil treatmcnt system
bottom and saturated soil or bcdrock? YES
Scwagc backup into dwclling or other establishment presently occurring? YES NO
Situations with thc potcntial to immediatcly and advcrsely impact or threatzn �
public health or safety? ES NO Np� CeSS Poo L
• if YES was znswcrcd for any of the above Guest:ons,thc s;sttm is fai!ing according to Mian.R.ch. ?Q$0.0060.
(if wcll sctbacks are violated,a potential imminent threat to public health or safety may exist)
ST.4TUS OF THE SYSTF.M
Based on the compliance inspection conducted above the system status is �111 L�N l� ,therefore,
(Choose: in compliancc OR failing )
this document is a _ nIUT�CE C7f No�J UM PL�r�NCE
(Choose:Ccrtificatc of Compliance OR Notice of Noncompliance )
CERTIFICATION
I hereby cenify as a state of Minnesota licensed lnspector,Designer I or Qualified Employee that my observations recorded on this form are accurate
as of the date at the top of this form for the site stated above. No determination of future hydraulic performanc�can bc made duc to unknown
nditions auring systcm construction,future watcr usage over ihe life of the systern,abuse of the system,and/or inadcquate maintcnan=e all of
nich will adocrsely affcct thc life of the system.
Inspcc:tor's name S� }� T OISON Phone No. `'�q$'-£{7�� Lictnse and/or Regisuation Number g I v
p ease Fnnt —
Inspcctor's signaturc � i ,_ --- ---_ - — -------- patc _ 7�a�/�j 1 _
INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET
. , , D-25
� � r FLOw r..�nae s�.r.=e r��a.u�.�n.y cao�
A. Estimated 4�1� gpd N,��
measured x 1 S= gpd o[ 'jYa�i '�Yr�n 'IYa III 'rya n+
SEPTIC TANK VOLUME $°dro°m'
B. I - {Do -(�a.ra.s�► gallons 3 is�o 3�0o ie �,
�L/.�+p. ' 4 600 373 2S6 rr�r
S 730 130 294 r
SOILS(Site evaluaeon data) a 9ao s2s 332 �
i �� � 7 lOSO 600 370 �—
C. Depth to restricting layer= �7-� -rc > � feet s 1200 �s �o�
D. Maximum depth of system C-3 ft= feet
E. Percolation rate le - �� MPI 5 A�o�l w�aw� � �� G��
F. SSF �,a�sq h/gpd Nnmba
of
TRENCH BOTTOM AREA B�� � �
' H. For trenches with 6 inches of rock below the pipe: 2 a�esa �50 1,1u
A x F= x � _' � .sq ft of bottom area 3 a a i,00o 1,500
I. For trenches with 12 inches of rock below the pipe: 7 a$ �� �
A x F x 0.8= x x 0.8= sq h of bottom area �,Q g �e gg,C-6 (x 1.�
J. For trenches with 18 inches oE rock below the pipe:
A x F x 0.66= x x 0.66� sq ft of bottom area ,.,, k ,,,...�., �...r,�
K. For trenches with 24 inches oE rock below the pipe: ,,�,� sou r«e►� �h �:.
AxFx0.6= x x0.6= sqftofbottomarea aw
BED BOTTOM I�RE�1 �S�z''��a F�st�r lhaa 0.1• Su+d —
L. For seepage beds with 6 or 12 inches of rock below the � • oa:os s.�,a o.a3 i,xo
p�Pe• c.oo sct Qc o.i eo s t�,.s.�e- o.�o
2:3-x A x F=i�t�x/.�= 5�sq ft of bottom area F�ct�� 6 t a to. 1 0.�
SY`1(�m �� 67 0.60
31 to 45 Silt I.o�n► 2.00 050
ROCK VOLUME IN CU FT s�„e+�;60�- �'�i,ty a' �0 co.i+>
M. Rock depth below distribuHon pipe plus OS foot times botrom area: ,�M����
M=Rock depth+6 inches x Area(H,I,J,L,K) »;;,,�,�,��;�•��
. L_+05 ft)x = cu ft "�,.�.".�,�,..�,P'�"�.�:.."'r'"
ROCK VOLUME IIV CU YDS
N. Volume in cu ft divided by 27
M+27=cuyds_+27= cuyds .
ROCx w�Gxr 6 uicli�es= �?% Reducfion*'
O. Cubic yards times 1.4=tons
i,y,oj`'f+4 �F'�,?�' 4 C
N x 1.4=tons x 1.4= tons �2�1��� 2Q�`a�et��xction
18�incItes . 34%Rei�u+�fion ;
DISTRIBtTITON 2�`iaches 40�%Reduction '
(Check one based on slope> *siZiil `�fOZ VeIIesS treTtch'
.:
�,Bed qess than 6°!o slope> g ��
Trenches
Drop boxes(any slope)
Distribution box(level to slightly sloping)
TRENCH LENGTH r•r•r•r•r•r•r•�•r•r•f•r•f T
�ti.ti•�ti�•ti•ti•ti•�•�•ti•ti•ti
I•/'t ht•�•Ht t•f•J•t•1• 2 jnC�1 COVCT
P. Select trench width= f t {•~;;•�•�•~ti•�•+•~•�•+•+ �
r }S.r r�•r•r r r r•r r•
�f:';}:f;f; ';�;�hrhf;f:
Q. Divide bottom area by trench width: (H,I,J,Or K)+P= }ftiftif;} �f?f?ftif:
ti.ti.ti.ti• �•ti•�•ti
lineal feet �+;+tif;. {;{{:{�{ 4 inch Pipe
+ � lineal feet �i?f'f:�. f;::r'r:
— {.ti.ti.�.ti. ti.ti.ti•1•ti
LAWN AREA ti:{;:ti{;:•.ti.ti tiftirti;{fti�ti �i
. � . . .r? r s.}. f.f.�.
ti:�lti!lti.tiSti�.ti. !{.�•ti•ti L -rd la,'r
R. Select trench spacing,center to center= feet r• •r?s •r•;•r•r?r•f•r•r•
ti��•�{ ti♦�ti ti•ti•ti•s
S. Multiply trench spacing by lineal feet R x Q=sq ft of lawn area +� ��' �s{;��+=;�;;;f;f+ C�2a incn
ti � �. ti�.til�•�•i��
X : 5 f t ti} �;;��?ti}.��;;±;f�f{;;Rock Below the Pipe
r r i ti f4.ti. :�
9 �����.��;�� .�? .�.r}f. l
: ! r?T=,•,•.•ti
LAYOUT(Use other s ide) •r;�•{•r•�•r r f•r•r•r•
1.Select an approprlate scale;one square s feet.
2.Show perHnent properry boundaries,right-of-way,easements.
3.Show lxation of house,garage,driveway,and all other
. imp;ovements, existing or pmposed
4.Show locaHon and:layout of sewage treatment system.
5.Show]ocaHon of water supply well.
6.Dimension all set backs and separation distances. Figure D-26
� � � •r •
F-17
Pirn�rP SEL•ECTTON PROCEDURE
EIO PERfORAT10N OF A PERFOFtATED LATERAL
A. Determine pump capadty: , �-� .
Gravity Distribntion r».w
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of c�;i?•.`:.'^' '` �r N��y��k(r far•
W8�!llSe l3�. ta�►SN 1Mr �'Ysh N�M b.r a.w cwww
'��IM ,rY�M��)
2. Maximum suggested for delivery to a drop box of a home system is 2,700 , ^�*^��^°"'�°"°��°^+°'�
���w. �.
gallons per hour(45 gp�to prevent build-up of pressure in drop box. ,� '-��.�.� �r�.E.w
.��«.�.►.�
;...:•��.:• . . ....:.., /YM/lw LIa1N ol
Pressure Distibution �. c,..,,,.,,,,,�, ..�+••«�.�.,.�
3.a. Select number of perforated laterals 3 w+�v,. � � �
b. Select perforation spacing=__.�.__feet .°�.�.s�w�..�"'
c. Subtract 2 ft from the rock layer length.
-.��-2 ft=�feet
d. Dete�rmine the number of spaces between perforarions.
Length �etf.spaCing=�ft.+�_f t.=1,�spaces Requjred Perforaeon A.uh e
e. �spaces+1=J.2_Perforations/lateral �8��P����SP�+�
f. Multiply perforations per lateral by number of laterals to '�e ,,,P„� ���
get toWl number of perforadons.;�; x�Q,,_�.1_perforations. �� �2 �`
g. .� X��-�,_�sp� �,� y L►�,�Us c,��.�� =sog-►�J r►.,�. 1.Oa 0.56 0.74
SELECI'ED PUMP CAPACITY�"�$pm 2.Ob 0.80 1.04
B.Determine head riquirements: a.Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other applications
� _feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
�_feet
3. Fricdon loss
a. Enter Eriction loss table with gpm and pipe diameter. �P�L�B�
Read friction loss in feet per 100 feet from table. Poinc oc Discharge
F.L._ �.� ft,/100 ft oE pipe Tq�.�
b. Determine total pipe length from pump to discharge Elevaaan Differencel
point Add 25 percent to pipe length for fitting p�p y3 �
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
�x1.2S=�_feet
c. Calculate total friCtion loss b multi 1 n 1.5 inch 2.0 inch 3.0 inch
Y P Y� 8 gpn, c�;o��«.�iao a er P�a
friction loss in ft/100 R by equivalent pipe length. l0 0.69 0.20
Total friction loss= a,� x f_z +100=�_feet 12 0.96 0.28
4. Total h�d required is the sum of elevation difference, �4 1.28 0.38
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
20 247 0.73 0.11
�_+ g +�_ 25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1S5 0.23
35 7.90 2.06 0.30
40 11.07 2:64 0.39
TOTAL HEAD _!�feet � 45 14.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
C. Pump selection bo s.bo o.s2
� 1. A pump must be selected to deliver at least
�_gpm (Step A)with at least �feeE of total head(Step B).
� , , � .7��P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX • (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
Jim Anderson
1905 Heritage Lane
Orono, Henn. Co., MN
Borings completed on 9-25-97,with a hand bucket auger.
BORING NUMBER 1- EIev.99.0 - MOTTLED SOIL AT 90" - no standing water present
in boring.
0 - 30" Fill - brown sandy loam & loam
30" - 38" Original soil - dark brown sandy loam 10YR 3/2
38" - 50" Brown sandy loam 10YR 5/3
50" - 58" Brown loam 10YR 5/6
58" - 64" Rusty brown coarse sandy loam 10YR 6/4 - not mottled
64" - 68" Rusty brown loamy medium sand 10YR 6/4 - not mottled
68" - 90" Brown medium sand 10YR 6/3
90" - 96" Rusty brown sandy loam 10YR 6/3 - mottles 6/6,7/1
BORING NUMBER 2- Elev.97.7 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 34" Fill - brown sandy loam & sandy clay loam
34" - 42" Fill - blue gray sandy loam
42" - 68" Fill - brown sandy loam
68" - 72" Original soil - brown sandy loam 10YR 4/2
72" - 84" Gray brown sandy loam 10YR 5/2
84" - 88" Rusty gray brown sandy loam 10YR 6/3 - not mottled
88" - 96" Brown clay Ioam 10YR 6/4
DATE TI E
CITY OF ORONO CALLED IN �
INSPECTION N SCHEDULED r
PERMIT NO. COMPLETED �
ADDRESS
OWNER CONTR. �
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTIN(i 11 MECHANICAL RI 18 IXCAV/GRADINCi/FIWN�
� 02 FRAMING 13 MECMANICAL FINAL 19 LAI�SHORE/WETLANDS
Q 031NSULATION 24/25 WOOD BURNEFVFlREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
�` 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPIAINT
J
�Q 07 DEMd—FINAL 5 SEPTIC INSTA 22 FOLLOW-UP
= 09 PLUMBINGI RI FINAL 35 HARD COVER REMOVAL
v 10 PLUMBINO FlNAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU: NO
� COMMENTS: ' C
� �
W
a
�
�
O
>.
O / �
� - /� � /
Q
� �
z ;
� - ' ��,�
W
�
�
d �ORK SATISFACTORY:PROCEED = PROJECT COMPLETE
W
� ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY
W
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COYERING PERMANENT
❑CORRECT UNSAFE CONOITION WITHIN HOURS. ` pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR =CITATION ISSUED
�INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContractor te: -
Inspector.
White Copyllnspector's File Canary CopylSite Notice
D T TIME
CITY OF ORONO CALLED IN /`� �i '
INSPECTION NOTICE '/ SCHEDULED — '�'
PERMIT N0. �7 C PLETED � �'
ADDRESS Y/ P_ �
OWNER CONTR. � �T_
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTINC3 11 MECHANICALFiI 18IXCAV/GRADINf3/FIWNO
y 02 FRAMINQ 73 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FlREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT
v
W 07 DEMO—FINAL 15 SE TALL. 22 FOLLOW-UP
2 09 PLUMBING RI SEPTIC Fl 35 HARD COVER REMOVAL
v 10 PLUMBINO FINAL 28 R SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR T ET YOU: Y NO
� COMMENTS: '— �
�
a � ' �
j !—
O �
>
�
O
�
W
�
Q
�
Z
W
�
W
�
�
� C WORK SATISFACTORY:PROCEED _ PROJECT COMPLETE
W C CORRECT WORK R PROCEED � ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. r- pHOTO TAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR - CITATION ISSUED
G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnedContract
Inspector.
White Copyllnspector's File Canary CopylSite Notice