HomeMy WebLinkAbout2007-P11338 - new septic system �-� � � PERMIT
CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: p11338
Crystal Bay, Minnesota 55323 Permit Type: Se ric
(952) 249-4600 P
Date Issued: 9/10/2007
SITE ADDRESS: 3660 Sixth Ave N Unit#
Long Lake,MN 55356
PID: 29-118-23-34-0006
DESCRIPTION:
Proposed Use: Commercial-Business
Permit Class: General
Pernut Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate pemuts required:
NOTICES/REMARKS:
Two new holding tanks
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Groth Sewer&Water OWNER: Park Gun Club-C/O Tom Lynch
775 Tower Drive 3100 Bryant Ave S
Hamel,MN 55340 Minneapolis,MN 55408
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.
��
. /
� _./� l�� 1 1`\/�
AP LIC PERMITEE SIGNATURE ISSUED BY SIGNATURE
\
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
- - - � � �� ii���
����-�7 �� ��-� �
CITY OF ORONO SEPTIC SYST'EM PERMIT APPLICATION �����
Box 66 (2750 Kelley Parkway)
Crystal Bay, Mn 55323
JOB SITE ADDRESS ��i. ��p � �- Cv �h � � e � �
Occupancy Type: Residential Commercial �/ Other
Permit Type: New or Replacement System $100.00 T�
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: �q� �L G�„� C 1-1 � Phone Number:
Mailing Address: 3 G(d cg b'*'� /�v-e'�, City: ('`�,r,,,� ,, Zip:_ �s 3,—�
Contractor's Name: �j r�a"`-L, S�w�� v W�'t�� Phone Number: �� 2-2 5 a 6 '3�j �e 3``���
Mailin Address: �? � ��, .,.� -�.- ����
g P �- City: /�JA.,,,n-� L Zip: SS 3 y �
*** DO NOT MAIL PAYMENT WITH 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 pers�n
at the City Off'ices and work must not begin unless the permit card is on the job site.
2. Permits will be issued only to contractors holding a Minnesota Pollution Control
Agency(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components are functional and comply with codes.
5. Individual holding NIPCA Installers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
� 1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will �e installing the following: � - f'�-o I d i � � I/}�K s
A. Tanks: 2 Precast Concrete Other Manufacturer� �� � �5
Tank Capacities: 1) � 6 SO gal. 2) b5b gal 3) gal
B. Pump Station(if required)
Pump make& model (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 �C 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,
agrees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Minnesota,and certifies that al tatements made on this application are complete,true and correct.
Signature ofApplicant � Date: �"� -� �d 7
MPCA License No. � - �3�
--------------------------------------------------------------------------------------------------------------------------
�v enial
Staff Rev�ew: Approval D
Reviewer: ��� Date: ���'/�-��
�
Reason for Denial:
�v T� C'C) /V�tln1�,.� v/� p c q� f Q C A r� ,` r,��'�r A �R<n..
W A-r � I1��2�k CS Z C� G��ir�C c�� �� t ., y� 6.ef �� s� i� S i �� � �
�;yh� A^ � s°`_^� A � ,� ��"� �ro r3a ..�.. s�r�A t( e � c'� ts c��
i� t3.J ; � c�;�� � =r-,.�' /+•���.-,�.�a t c..�� .,+cr Ae t,u, +v:_._
Si� �...� A 7 P Tc�l� �� c� 5 � c��S �� T l�i� tC Sd
• 1 •�
Koch ' s Soil Testing � �1 �OC�''� ,
Box 81 � ��
�' Loretto, Minn�, 55357 �
, . � � c� � � 3'l
�
8/14/07
JobSite; Park Gun Club
3660 -6th Ave. N.
Orono, Minn.
Two soil borings were done on the east side of the property to
detrmine if any type of drainfield could be installed and still
comply with the current City of Orono On-Site ��p�i�`�and Drainfield
Codes.
1 indicated Fill Material to a depth of 7 inches ,
Soil Boring # Fill Materia; l to a depth of 14 incches .
andSoil Boring # 2 indicated ,
Mottled soil was at 16 inches in S.B. # �
Mottled soil was at 20 inches in S.B. # 2 S
ina 1 : � 1
However there is only 9 inches of seperation distance from the
original topsoil level to the mottled soil ��• level .
In the S.B. #2 area there is only 6 inches of seperation from the
original Topsoil to the �rottled soil level.
The current codes stste that drainfield systems can �'r
• not pe� installed on fill materials and alsobefore mbefobe atmoundt
12 inches of unsaturated soil �
system can be installed. � v�A�B�-
With the above requirements any type of standard drainfield (
( Mound system or Trench System) CAN NOT BE INSTALLED ON THIS PROPERTY.
The most logmcal solution to this drainfield problem would be to
installl 'zol.ding tanks and ha�e them routinely pug�ped out
by�� �i�i�pump�� with the City of Orono.
The Size of hol�ing tank nemdmdstsbeuiasballedlinsthe-165�gon
sealed tank. An al,•arm syste this will allow
bmilding to indicate when the tank is 75 � full,
a 25 � reserve capcity.
This tank could be insledled in the area where the present septic
tank is already instal
. Site Evaluator
Robert A. Koch M. P. C. A. Cert . ff 193/ 1429
. Koch ' s Soil Testing
�,. • � Box 81
• Loretto, Minn�; 55357
� •
\. -�L
---`��
G � `�— �^
� v
_\ �_ //.
—--
- ---- _ ____-�
��
�
� � s;�� �
(� �- � .J����Z'.SL.,., � - ��
��l.0 � _--,
� � ..-_--- .����C3
�.�� o �� �
. .
, ,�
� ,� � .
�- �
i c�� � '
� ��`�
s��
. ��-
�
_ ._ _---_ _ ___
, . _ --- �
, �� � � \
. , �S o a �}'^'� ,�9�,
�
1 � W .
U� � n ��
....�. . ..
1 �-
' _� -
Robert A. Koch M. P. C.A. Cert. 1/ 793/ � q29
1 . J
�. C-16
The effluent filter also requires regular maintenance and must be
periodically checked. As a concern for the homeownef s safety in
dealing with the components of a septic system, most
manufacturers and regulatory agencies recommend that a
certified inspector or septic tank pumper provide this
maintenance. The filter must periodically be removed from the
tank, and the solids, which have been trapped and attached to
the filter, must be washed back into the septic tank. This is why it
would be more appropriate to have this done during the time
your septic tank is being pumped. This perhaps is�the one
disadvantage of having an effluent filter. If the filter is not
maintained, it will potentially clog and create problems for the
onsite wastewater treatment system. Such an example could be
plugging the septic tank, causing the sewage to back up into the
home.
Holding Tanks
While holding tanks are not recommended for installation on
newly developed lots, there are some developed lots which do
not have adequate area for a sewage treatment system. In some
insces, a holding tank may be the only alternative.
Figure C-16i shows a schematic diagram of a holding tank,
together with the tank capacity as recommended by Chapter
.
4"pipe for
access to inlet 6'cleanout pipe
finished grade with tight cap
house sewer :_- �� • at least 6" soil cover
�• '�,
, < i:;
=���, � ,.��; :#. �� � :. ...b•.���';_ � �.� .:+:
"� �7'...;.�nc �'_r f.o,h -� 20 min �7'�'��''�ai 'ry��a s"s r.'::rv'�•a
4�ji..
{4`
4 Tank capacity for residences: 1,000 gallons minimum, �n`: �
'�� or 400 gallons per bedroom,whichever is greatest;for �i��.:
� a, other establishments:five times the average design '� -�
";' flow. ��
� y�'
�F. f7<:}
�'' Tank must be watertight. •'� '
a:��
:: i,-
;�: Water flowing into sewage system must be monitored. �`�x;
;� For other establishments,a positive warning system `��:
; must be installed which allows 25% reserve capacity ���.
'=' after activation. z�`':
�-. ,L
q,�l �T< :ri icilt; O:Y` 1'�" u:7 �';Yc4�,ra'� : :c y�� . . :...
<<•µ• �r �i��!�,1�+��a 3��;�1�, �r` i ." ." -�',,.•'��;Y;
Figure C-12: Holding Tank Specs
� � d
' G17
7080. Holding tanks are constructed of the same materials and by '
the same procedures as septic tanks. ,
��
For a single family dwelling, not located in a flood plain, holding
tank capacity should be 1,000 gallons or 400 gallons times the
number of bedrooms, whichever is greatest. In floodplain areas,
the capacity is 100 times the number of bedrooms, times the
number of days the site is flooded during a ten-year flood, or
1,000 gallons, whichever is greater. Information regarding the
number of days of flooding is available from the 100-year
hydrograph or by contacting the local planning and zoning
agency.
For other establishments, the capacity should be based on
measured flow rates or estimated flow rates. The tank capacity
should be at least five times the average design flow. �
Holding tanks may be allowed by the local unit of government
only as rep.lacements for existing failing systems which pose an
imminent threat to public health and safety, or on existing lots.
Holding tanks may only be installed where it can be conclusively
shown that no other options are available.
.� Holding tanks are prohibited for r�w construction unless
approved by the local unit of govemment. A monitoring and
mitigation plan must be submitted, signed by the owner and a
licensed pumper. A contract for disposal and treatment of the
sewage wastes should be maintained by the homeowner or
pumper with a municipality, agency or firm established for that
purpose.
Holding tanks can only be installed:
• in an area readily accessible to the pump truck under all
weather conditions,
� at least ten feet from property lines, buried pipe
distributing water under pressure, and occupied buildings
at least 50 feet from any source of domestic water supply
or buried water suction line, and
• where accidental spillage during pumping will not
create a nuisance.
The tank should be protected against flotation under high water
table conditions by weight of tank, earth anchors or shallow bury
; depth.
�
� . � }
G=18
A cleanout pipe of at least six inches diameter shall extend to the
ground surface and be provided with seals to prevent odor and
to exclude insects and vermin. A cleaning access of at least 20
inches least dimension shall extend through the cover to a point
within 12 inches, but no closer than six inches below finished
grade. The cleaning access cover shall be covered with at least six
inches of earth.
Holding tanks must be monitored to minimize the chance of
accidental sewage overflows. A mechanical or electrical alarm
must be activated when the tank has reached 75 percent capacity.
Pr+oblems wftih Holding Tanks
• The cost of hauling the sewage can be excessive. Costs of
pumping septic tanks are $50.00 to $120.00 for
� approximately 1,000 gallons. Costs may differ sornewhat
for holding tanks since they are usually readily accessible.
A family of four is likely to generate at least 200 gallons of
sewage per day. At a cost of$50 per 1,000 gallons, the
annual cost to remove the sewage would be $3,650. Cost
will vary with amount of sewage and hauling fees. Water
conservation will reduce sewage flow and hauling costs.
• The liquid level in the holding tank will need to be
co�tinuously monitored in order to prevent an overflow.
A water meter should be used to measure all flow except
• ' to the outside sillcocks. Water ineter readings can be used
to determine the amount of sewage pumped and hauled.
• Weather conditions or road restrictions may prevent
hauling when necessary and require that the plumbing
systems not be used until the holding tank has been
. pumped.
• A continuous contract must be maintained to be sure
that pumping service is available and that the sewage can
be treated and disposed of.
� Holding Tank with Dralnfleld: �
� An Alfiemative
This installation has successfully been used in a number of areas
in Minnesota and teaches homeowners to conserve water. If the
� volume of liquid wastes generated is less than the treatment
, capacity of the soil absorption system, then no wastes will flow
into the holding tank.
, , . . .
�. . Koch ' s Soi1 Testing
Box 8�
� Loretto, Minn., 55357
p ' c � .�. ��' � �
�� S ��.o � �c� c�
��O�U � 1 ' \ IlJ .
�G ._�-�_ -
� � �
�
_ /
�
,,� q � , � �
s�� �Q
�� �� �� . � � ,
� 3�� 1 �
5�..� � �
��� � �°�
,: � - yc, r
;
. .
I �
� '- � 5 ! � �v�
�
��� � ��� �
5 � --� �
��.,-' __ - - -�- �
-� _ ---
� % /� ___
� % �- ; ������
� � - � ���- ��-� �
. 0 JJ ,� � ' ��
/���\
, ' `J �
� � �
� ��a�
� �
���
�`r,"-,�
� —
��
�..__I���°���
� � �
Robert A. Koch M. P. C. A. Cert . t1 193/ 1 � 29
� . ..r
� . � . � •��..nx� ��.,�, cQ��
� ' � Lo s of Soil Borin s g-31
� ' 3 C� �a ` ' r
Location or Pro t , Q-/��/�Q .
� • , Date o/ ,----
Borings made by • other
�-• ; USDA-SCS�_; Unified ,
� Classificatlon System: AASHO • Flight , "or Buckec �' ocher
Auger used (check two) : Hand,�, or Power ,
� � �
Boring nua�ber . Depth, Boring nu�er
Depth, in '
• in Surface elevation Surface elevation
feet ,
feec
0 �
0 �� � � � �Ge,.��� ������
LA� �
— (� � �o ���,a f � 1 — �9..�e�� �
\ ��' -�
1��'
� �� � , • C��
� 2 — �?��� � /
� ,�,.,�. �`� C� �� v',l` �,�y �f y
�� °� — �
M � 3 � �
3 �-�;� � y �, .� ,w ,1
� 4 _ G \� �� �O�'�K,
4 _ �� � r-C1'��� 0 � Z
� �� 1� �) 1 y /
s — I� `z'� �- S O�i "`�-��'�
���� 0� � °�''
� l �;Y'�A� � 6 _ Z9 ��
6 — ��.`` � U,�,� � �.�
_. . ,�-�.°.�c�, �CS��,, �`' y,e a J Z � _ � 5 � ti
� - .��� ���� �
«
$ � �� . �� _ $ _ ��, L3��
o��- �'� `�
3 3�" � �y5� � �
� f et.
End of boring at
� feet. End of boring at � e
Standing
wacer table: StandinR water table:
�� Present at feec' of depch,
Atesent at �O_ f�E of depth,
• hours, after, borin�. hours after borinR.
Not present ia boring hole r__• Not present in boring hole
Mottled soil: �
*ioctled soil: �� �
�p �t of depch. Observed at 2� fdEec of depch.
Observed at �_
Not presenc in boring hole _ Not present in boring hole
Obs.:rvations and comments: Observations and commencs:
�
_ � , � �Y3� �r �� � ��� Z
m � � 7 ,5 y 5/e
IM� ' 7'S Y �6 ��,.�' N
� ' �``� T TIME �
�CITY OF ORONO �CALLED IN ��
INSPECTION N TI SCHEDULED Q''� ��
PERMIT NO. � COMPLET D
ADDRESS S�
OWNER CONTR.�i'(Tt'� 1 �L���'�
TELEPHONE N0. ��J ���0 �� l � Z
� DESCRIPTION C:d N ► �
l� 01 FOOTING 11 MECHANICAL R 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBiNG FINAL 36 FOUNDATION/REMOV
� OWNERICONTRAC TO MEEf YOU:_YES_NO
� COMMENT : ► C tJ d���� �����
W C yl,�� �'�-G � �e �� � �
a
o (,�l�,t�. /�,,�-K!'•� G- G h A��
'� .� - l�Sb �1 lv,� �1 D�.G
�
° 3��J�, �C S"
W
Q �•��I b (,)i S u�4 � � I � �/?n
z � •�I ��+�C�..�,��T �
� ��LK
W
�
�
W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
��CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
0 ❑CORRECT WORK,CALL FOR RE�NSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WFLL RETURN
❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-4600
OwnedContractor on site:
Inspector. _o_� �
White Copyllnspector's File Canary CopylSite Notice