HomeMy WebLinkAboutSeptic permit/inspection - 2006 � � PERMIT
CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: P09862
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued:
5/15/2006
SITE ADDRESS: 400 Big Island Unit#
Excelsior,MN 55331
PID: 23-117-23-32-0055
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Se t�c Permit Sub-type(s): New Septic System
Permit Type: P
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Wayne Able Excavating OWNER: Robert Granrud
15630 Old Brickyard Rd. 1809 Colvin Ave
Shakopee,MN 55379 St. Paul,MN 55116
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
M(NNESOTA BUILDING CODE REQUIREMENTS.
--�
APPLICANT PF,RI� T SIGNATURE S UED BY SIGNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
. � ��.oe �o��� �
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CITY OF ORONO SEPTIC SYSTEM PERNIIT APPLICATION
Box 66(2750 Kelley Parkway)
CrystaI Bay,Mn 55323
JOB SITE ADDRESS 400 Big Island
Occupancy Type: Residential ✓ Commer �`�k _
V1(�SA�C�--�
Permit Type: New or Replacement System _
Repair Existing System �3�� _
(Tanks or Drainfield) (�� l�.- ����
L�--'�-Q
$0.50 State sureharge added to� 3 �
* See fee schedule for non-reside �' � ����� ����yv�
Owner's Name: Nancy Granrud Phone Number: (651) 698-7621
Mailing Address: 2700 Hilldale Ave NE City: St. Anthorn Zip: 55418
Contractor'sName: q.�/N`� �Si:E Exca.vA�%rNci PhoneNumber: �jS2-��ls'-7�Z ���l���
Mailing Address: 1 S(������`� r�l i3�� t ��(s�� City:������� Zip: �S 3�7�i
1�G/t G)
*** 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 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
Agency(MPCA) Septic System Instaliers 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 fol(owing 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 MPCA Installers License shall be present during all inspections. A 24-6our
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 be installing the following: jJ�A 5 t��
A. Tanks: Precast Concrete 'X Other Manufacturer�otl,�,C�,SC i)
Tank Capacities: 1) 'p�p gal. 2)T�� gal 3) gal - �
�3C'�;S�S
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 electrician other.
C. Treatment System:
Trenches: s.f. Mound
Denth 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 ofOrono for issuance ofa septic system installation permit,
agrees to do all work in strict accordance with ordinances ofthe City and the regulations ofthe State
of Minnesota,and certifies that all statements made on this application are complete,true and correct.
Signature ofApplicant ��e� ���24r�r�v�ua�- Date: '�-/l��-C�
c�/� (� ^ !s=C�
MPCA License No. ���� � l `��"�"� �"� '�� �
I/ J
Reset Form
Staff Review: Approval Denial
�
Reviewer: _�_ � ��, � � `��_ , Date: `� ' j� 'C�`�
Reason for Denial:
.
, � � � C ;T`l co � y
y �7-P TESTING� I�C. 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
�'1�'Y�OR�IC►
�`P!`t�C p�Rl�tl�'M.A�i
September 28, 2005 ���
DA'fA �'"��`� -�FFtI4tt'�'1►i�,
��s sw�Krtt�c►
�tt�r�a�►rrtt tx���ct�#�Mt�ro�l�
Marallee Higgins ��Oy�O��''��a�
'!'�a...wr�er.�.lre y..wM.wM�a Alt«�N.�.lt wM�
400 Big Island !u wp..�i.r.e.a►�.p�pth.w..�pia ais�owM,
Orono, Henn. Co., MN k°°"M'a°""�w.""'R'�n°'x�"'°�'t�r'�"�'r'�.
tc�er�ws twi�'oa,�pt,�t�ut.�r
This site has an existing on-site sewage treatment system which is classified as non-
compliant, failing by the City of Orono.
This On-Site Sewage Treatment System is Designed for a Type 11, 2 bedroom home,
(200 gal/day) in accordance with the Minnesota Pollution Control Agency Chapter 7080
and local ordinances.
The soils on this site are a clay loam. No seasonally saturated soils were present to a
depth of 72". A standard trench system may be installed.
Approval will be needed to be 10' from the cabin & 15' from the easement (west side) &
10' from the edge of the easement with the trenches.
The soils at a depth of 24" & 30" have a percolation rate of 20.0 mpi.
The existing tanks were not found. The supply line will need to be excavated &
followed to the tank or tanks & abandon, pump &fill in the tank or tanks with dirt.
The supply line will need to be replumbed to enter the new tanks south of the cabin.
The 2 new 1000 gallon tanks will need effluent screens at the outlet of the 2nd tank.
Recommend to insulate the tank on the top & a minimum of 4' down the sides.
1
r �
All neighboring welis are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of he proposed treatment area before and after
construction. The treatment are should be marked off before construction. This
Design is not valid &the system ill need to be relocated if failure to protect the areas
proposed for On-Site Sewage Tr atment occurs.
With proper installation and mai tenance, this system should have no problem in
treating septic effluent effectivel .
Nothing other than human waste toilet tissue, laundry, showers, water softener etc.
should be disposed of into the s ptic tanks. Recommend Iron filters be diverted out of
the system. Recommen�i to dive the water softner also if the iron filter is diverted.
Garbage disposals are not reco mended, due to adding more solids &fine solids
passing through to the system. xcessive amounts of soaps, antibacterial soaps,
cleaning agents, shower cleaner used every shower & chlorine agents may kill the
bacteria needed to treat septic e uent. Additives are not recommended. Recommend
to pump & clean your tanks thro gh the manhole by a certified pumper every 2 years.
Check with your pumper to set u a schedule. Recommend laundering be limited to 3
to 4 loads per day.
���.�-�
Steven B. Schirmers
2
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�� `� ���"�'� ���` � _z� F' N1��-``'�t'�t..�� � �-�1L�1�1���
� '�. �� ' I �. � �Percolotion Tests Scale� �-, P:�'J?ER1Y 0
� drSoil Borings `�o� �,1L� tS��`��`-4� .
� �� �i �Benc.F: Mork a"'�-���c� M�..1 {-1�G �
_ ; ''. I
-• ; '�y Note� This system is to be construded to meet
� � the MGnneso�a Poilution Contrd Agency $-P TEST/NG /NC.
, Chapter 7080 & Local Ordinance
Devqned By: __
� Note : Check all underground utilities Do:e °_/��-`.1=, '�-►.T�3-497-3566
- - ------- --- existing qrade
-- ��
tack fill ia min.
�;I
_,
`I
SET- BACKS rake sidewalls � bottom to I
HOUSE System rtwst be� remove smearing ..f.
{�--�'=3s"-�I
Tank a�� from property lu�es �
s'�� from welis
� from bldgs. TRENCH X- SECTION l,����5,��'
� �4 - (mn. of two trenches) '�'``''-`��`��''� ��'''``'b'j`c'�'
Treattr�eM area =�� from property i'u�es , �
MA�I�ot�S -►�'IA x. !a� �from wells`����SQ�•��` `��' (mmc. length 100 )
�� aF ��K F� a J from bldgs.
-� �'from trees SOIL BORING ELEVATIONS
� ' '� from lakes fl s�feaeRs At ieost 4 V2�of undishrbed earth
� �
=m'n. �� - � between trenches TH�IaEL.-�
� � � ,
4 ia. � e _ � � ' '--� . , �,
--- .
�---•� �---� TH. ?aEL.�2
. Tank '._� � ' - ' .
Tank �1�_- �.� ; --; �--; � o � TH,"3�EL.-��'
Droa to Tank .:_Y���,���� �; . �_, , Cxade 1=, /os
���;,���s4�-� _' - `_�' TH."4 EL-
'� TH.`5 EL-
Min.l�to8� • - � _. .
Maz.i'to 4' DROP BOXES _. } -� , . --
n .. , j'=x• _ . .
- ' --- .• _. • __ —--
4 to 6 dia.ppe _ _
SYSfEM DE.SIGN �
TYpE- aBE0f�00M - Percolatwn rate� min./'nch (design "'';-�-�- miR/axh)
T�eatment area �qui�ed w/� of rock filter materiol —�'10'g'`o --�1 sq.ft. of trench bottom area needed : 3�"trench width=.L3� I'm.ft.of trench needed , rxm�ber of d�op booces
Number of tanks requiced� , Ist tankln�� gal�, 2nd tankl.:'y:�gal- minirrxms�--A�.�4�. (� be ��� �� ��)
Cleon rodc=cu.yds. ( 3/4" to 2 V2��dia. includes 2��above Pipee) ��:.< -:-` S�c..v�yt�, i�,r,,�-�� �' :�,:�- �-����. �,,;..,_._ -< '` `x`:�
' ' ,. '-'�� PROPERTY OF�M�� - 1-�L�f�'t�-�S
� �€o o 'C��t� i s�.�����,
��d M�• I��-.��� �qa
' S-P TEST/NG /NC.
' Note� When coc�stn�cting .trenches , this area should be shaped Note� Distance from treatment orea to ne'ghbo�ng welfs— � f: _ �....:..
► , 10 divert run-off from entering treatment area. !-��"�'f.•`+�� -'�k�!t_( 1.?�' Designed By:._ � -�, ,?y .._.
Date-�/�2/oS , PH. 612-497-3566
�
TRENCH AND BED �VO�KSHEET � � ,,
• 1: AVERAGEDESIGNF�OW'5����-� �'��'}�� � '
A-i; E�tlmat�d.S�wapi Flov�n ln 6allon�por Day .
, ' �A. Estirrrated._ �t.�Q ' gpd.(s�e.figure A-1). num •r o
or measured - x y�(safety facfor)_ ` - gpd b•a�oom+ cta..i �aa.s u c�a�m cia�,iv
B. Septic tank capacity ��-1,��:�x� gallons(see figure GI) 3 45p 3pp 288 of�he
�C�y��'.��1 L' 4 600 37b 256 vaiues
b 7bq 4b0 .... 294 In me
2. SOILS(Site evaluafion dafa) �, �. �:�•�, ,�,-,_ � , b � � voo : � .� 'b25 332 Ciass i.
.. C. Depth to restricting layer= `7 (,� �eet � » ` . �.. a�o n,o�m
`� D. Max depth of system Item 2C-3 ft= G� ft-3 ft=. a ft 8 �200 °75 `� coiumns.
E. Texture ��-�'��_� L DYl�'�� PercolaHon rate F��',1 MPI `'`�� '�'�'' �-a '.�.',:�'S��,;'
F. Soil Sizing Factor(SSF� �sqft/gpd(see figure D-15) ���6 �� �
G. %Land Slope %. . Gl:Se tic Tank Ce edties In etloos r
3. TRENCH oT$ED BOTTOM AREA Numberof Minimum liquid li.quid npecity,with liquid capacity
H. For trenches with 6 inches of rock below the i e: B�s a�icy . �a,�e�a; �i '"�a"��&
p P. g �° i�e�os�a�
A x F= �;�':'' �:a X G�, .,..� S9ft/gpd= 'ra sqft ��f iuj s�1��: 2at�a � �so � i�zs �soo
I. For trenches with�12 inches of rock below the pipe: �«6 �S�oo �a z000
A x F x 0.8=_gn�d x sqft/gpd x.0.8= sqft �,8'a 9 2000. 3ppp 300° ,
j. For trenches with 18 inclies of rock below the pipe: �
A x F x 0.66=_�nr d x sqft/gpd x 0.66= sqft a-Is:8oi1 Chaiacterlstld�nd SoIlSizing
Fector($Sh�(>3'se atetlon)
K. For trenches with 24 inches of rock below the pipe: r. .do„ ,.. , s .�,,,
A x F x 0.6=_,on�d x_ sc�ft/gpd X Q.6.= sqft m i°"°"i"`�'' a°uT"""" 'q,"d'r"'j �'°"
L. For gravity beds with 6 or 12 inches of rock'below the pipe; ' r.,�nn,.c,o.�- co.:.._..,,a o.�,
0.1 to S� � Medlum rnd O.B3
1.5 x A x F=15 x_�o�d x sqft/gpd= S�jft o,�ro e» P�tr�v iind�d �.6�
�6 M'IS. Su�dy Iwm 117
For pressure beds with 6 or 12 inches of rock below the pipe; 16 tv 30 Lwm ,.6,
A x F= _�vr d x sqft/gpd= sqft . ""'� 59�'°"" 200
� 4610 60 Clay lo�m 22p
-S�ndy d�y .
4. DISTRIBUTION(Chec all thut apply) 51�,,�•r
o..r s�ro�aa— c� �.w
o � � � S�nar el.y
Bed (<6/o slope) Drop boxes(any slope) Rock .,�„w�,,, ��ti��•r �
�Trenches Distribution box(<3%) �Chamber ...,..hm. a,..P y perme� ..o .:
pmwR dbtrlbuMon m�erld d1�tr16utlon wlth
Pressure Gravity Gravelless ^��-^�>ux or�,.�o��m�m.
"Soli h�vin6 DO%or mon.Nne wnd plu�rery pne imd
� "'A moundTWl bf Y�ld.
5. SYSTEM WIDTH,LENGTH and VOLUME `�Meth�rorper/omunc��y�temmu�tMu,ed
M. Select trench width= �.''•?.? ft D-9: Sol1 Chancterl�Ha and Sop dzing
� facton(SS�foe Gravelle��P1pe
N. If using rock,divide bottom area by width: (H,I,J,K oi L)+jy1= ����on nte u��,�rK�i
SClft+ ft= lineal feet c�minute�/Inch) �o(l lexture gallon/day
Rock depth below distribution pipe plus 0.5 foot times bottom area: Fu����o.i• c�s.»a — '
0.1 to5 MedlumSand 0.28
Rock depth in feet+0.5 feet x Area(H,I,J,K,or L) o.�eos Fi��,a» o.e
(_ft+0.5 ft)x sqft= cuft e�o�s s�,ay�.n, o.az
Volume in cubic yards=volume in cuft divided by 27 37 to 45 SUt l.wm o 6i
cuft.+27= CU�►C�S 46 ro 60 Cla ���, ci.� oaa
Weight of rock in tons=cubic yards times 1.4 ��dY�
CUydS X 1.4= tons '�°""'`h'" ��'�j — .
y ay
O. If using 10"Gravelless Pipe, Flow(A)x Gravelless SSF(see figure D-9) S° �'
'Soll too coarse for srwage treatment.
�� (�X lineal feet�'gpd= lineal Eeet Usery�temsfornpidfy rmeabkwlls.
P. If using Chambers,H,I,J,or K(baspd on hei t of chamber slats + "'S°"w"'"g 5°"°'"'°`°�`""'"a..�ry nM,.,,a.
� � "'Soil wlth too hlgh a pereentage o(claylor
W1Cj.�l Of C�laIT1b2T lIt feet� irutdlatlon of a�tu�dard inground tyttem.
'�}I� sqft+ ' C') ft= �`, lineal feet a3-l�` s�c-no�.15 ��.��»�.►�,,. �--�___.
� 6i�• . YbAG1r
6. LAWN AREA s��o��a �t����,-u.�*�-f. I.��,'A�� � �"
� ��{. a,� .� •-��,.
Q. Select trench spacing,center to center= feet ���;.�'R F
R. Multiply trench s acing by lineal feet R x Q=sqft ot lawn area �n�nr�-d��6�9"b�
�6 ft x �3`�1' 11 � q �b,�s�� .�c
ineal feet=, �� sqft ! ����b �-za-Ro� J--�
. 9 k 'M1:}9�7�' 3/4-21/2"
�.�� �;��9r,!'j}
S � j b Q+tLLb,�rtbrS4 LN�
7. LAYOLJT �'b q'`�
,.�.-,.�a 3�'�
Include a drawing with scale(one inch=. �v feet). Show pertinent property,boundaries,rights-of-way,ease-
ments, location of house,garage,driveway,and.all other improvements, existing or propos�ed soil treatment system,
well and dimensions of all elevations,setbacks and separation distances.
I hereby certi/ tha I have completed this work in accordance with applicable ordinances�niles and laws.
�`
, � �:____��
-1 - (signature) 3`�� (license#) � a�G.-l�� (date)
, �+
• � �7"P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
LOGS OF SOIL BORINGS
Marailee Higgins
400 Big Island
Orono, Henn. Co., MN
Borings completed on 9-15-05, with a hand bucket auger.
BORING NUMBER 1A- EIev.90.6 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 16" Brown clay loam 10YR 4/3
16" - 24" Yellowish brown clay loam 10YR 5/4
24" - 38" YellowiSh brown clay loam 10YR 5/6
38" - 48" Yellowish brown loam 10YR 5/6
48" - 72" Yellowish brown loam 10YR 6/4
BORING NUMBER 2A- Elev.91.7 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 13" Topsoil dark brown loam 10YR 3/2
13" - 30" Brown clay loam 10YR 5/3
30" - 42" Yellowish brown clay loam 10YR 5/6
42" - 60" Yellowish brown loam 10YR 5/6
60" - 72" Yellowish brown loam 10YR 6/4
BORING NUMBER 3A- Elev.92.5 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 6" Topsoil dark brown loam 10YR 3/2
6" - 14" Brown loam 10YR 4/3
14" - 26" Yellowish brown clay loam 10YR 5/4
26" - 40" Yellowish brown clay loam 10YR 5/6
40" - 58" Yellowish brown loam 10YR 5/6
58" - 72" Yellowish brown loam 10YR 6/4
C�RTIFICATION N0.627
S'�ATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on 9-16-05 starting at 12:52�m•
Test hole location�ggins.r400 Big Island, Orono.
Test hole number�. Date test hole was prepared 9_15_OS•
Depth of hole bottom�inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Method of scratching sidewall is k�ife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 4-15-05�1:30�m. Depth of initial water fill'ing 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�tomatic siohon.
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
12:40 refi I I 6
12:52 1:22 6 1-1/2 20 30 min
1:25 1:55 6 1-1/2 20 30 min
2:00 2:30 6 1-1/2 20 30 min
Percolation rate=30,0 minutes per inch.
DATE TIME �
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. �6 9��O� COMPLETED �' � � � -f '�- -J'� ��=
ADDRESS �`�L�= �.,� .�1,�- :-� `, t ;"`r.;�
OWNER ���_��,�!�.: y CONTR.
TELEPHONE NO.
� DESCRIPTION � � � �1 l � I �
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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Q 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 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING Rt 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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W �WORKSATISFACTORY:P CE D f� PROJECTdOMPLEfE
� ❑CORRECT WORK 8 PROC D TIFICATE OF OCCUPANCY
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O ❑CORRECT WORK,CALL R RE SPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN
INSPECTOR WILL RETURN i�CITATION ISSUED
❑STOP ORDER POSTED.CAIL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �95Z� Z49-4600
OwnerlContracto�on site:
Inspector.���-!� �—_� �:� �� �
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