HomeMy WebLinkAbout2008-00018 - septic CITY OF ORONO PERMIT NO.: 2008-00018
� 2750 KELLEY PARKWAY
ORONO, MN 55356- �ATE ISSUEn: OS/04/2008
952 249-4600 FAX: 952 249-4616
ADDRESS : 700 BIG ISLAND
PIN : 22-117-23-24-0008
LEGAL DESC : RECREATION POINT LAKE MTKA
: LOT 000 BLOCK 000
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
APPLICANT SEPTIC NEW ]00.00
LLC, RECREATION POINT
3721 BIG ISLAND STATE SURCHARGE SEPTIC 0.50
PHOENIX, AZ 85044 TOTAL 100.50
OWNER
LLC, RECREATION POINT
3721 BIG ISLAND
PHOENIX,AZ 85044
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or rclated work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requestcd in conformance with thc State Building Code.This permit may be
rev � d at any time for due cause.
� � �7 ��� �_ � �`'��t v`7�Y11k t� � � � ���'�';
Applicant Permitee I gna e Date Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
^ ¢0� City of Orono FOR CITY USE ONLY
P.O.Box 66 af,t�4- O� ��
• ��', � 2750 Kelley Parkway Date Received: Permit# ,Q/2LZ<'o
� �`'{�-`r. C stal Ba
,� ,y���,,;f" � ry y, MN 55323
� �i�' w �o Amount: �
��,�`����� (952)249-4600
�H04
CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building O�cial)
� � Job Site l Owner Inrormafiion;" �;�� �",�"`
Site Address: �� �'�� � � � � T � �� �. `'J
Owner: -�Q� G �- ���"�� �--�^ � Mailing Address: .3�� ✓�����<,2e:� �� `
c�ty: ��c � z� ���� zi s s� 3�/
P�
Home Phone: `�S--��L��> ' .� v � 5- Aitemate Phone: �'�� '� ��L' "' ��� 3
C al��,s<� �se �-�.. � �- ,
Contractor/Applicant,lnformation ��,
Contractor/App.'_ tir . Contact Person: � e�
Address ��WS 7 �4��e s•f State License #: ZL 3 j
City: Nn Zip: �► c.�"�7r Expiration Date: �� /— 0�'
Phone: 7G�- ZE�c; ��!�C�_ Alternate Phone: �,�• LSG y�.�
�,
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, .bs� _,v-::�' ....<� ..��� .�.."_.� �^I . 4� B,x,.. ,..,�* d F � .'xs+�F�'"+., ��s`�S�' �' '�- �d'"'-'"'fi$E?,�� .��'$f�� 5
�] Residential ❑ Commercial ❑ Other
Sl'�-� Sc�,- `1- /
�;����,.��r" �� x�`�.�� ���.f,� � ;� � P���ERMIT TY�PE AND �FEES � � � � ri.��
New or Replacement System $100.00
Repair Existing System 50.00
(Tanks or Drainfield)
State Surcharge .50 .50
Total �
V:\(Permits)\Septic System Permit Application.doc
1 /2
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; ** ATTENTION APPLICANT ** �T� "' • .
�
_ Fill in all appropriate blanks and check all appropriate boxes.
I will be installing the following:
Tanks
❑ Precast Concrete �l( Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: --'
Size of Tanks: %vo�� /cv c?
Treatment System ,
Trenches s.f. \
Mound s.f.
ravel less s.f.
Chamber s.f.
Final Cover/ Top Soil
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 the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
appfication are complete, true and correct.
,; �� �;-'�... . __ -- , � U
Signature of Applicant � --- Date: �- �" � �"
MPCA License No.:
Staff Review: �(�Aecept ❑ Denied
�-
`� '�� �'��
Reviewer: - - Date:
Reason for Denial:
Comments (to be printed on inspection card):
V:\(Permits)\Septic System Permit Application.doc
2 � 2
�• ;,,� .
��-P TESTING� INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763) 497-5011
State License #394
�D�� v OGL a�
May 22, 2004 CITY�F ORQi�TO
SEPTIC PE�tMIT_�l�t R6
IN 5 P ECTUA �'J � `Y ...,,.,...�..,..�..�
DATE —�PERMIT Nt�
APPROYEA A$�MI'tTBll
Brian Botham CJ AP�ROVEL1WiTNCQRR�CT101��tw'rr
700 Big Island ��o�„�aw.�����**����
Orono, Henn. Co., MN ��°�''�"0"'�"�'�"°�°"y�°�`
a�d�a.�wau��•�e w�•a.e r*�ww�s
x�t tiva�x�aK�ns N'��sw�
This site has an existing on-site sewage treatment system which was not found. The
soils in the area of a possible system are mottled (redox features) less than 36" below
the ground surface. To find the tank or tanks, the supply line will need to be excavated
and followed to the tank &then abandon, pump & fill with soil.
�
This On-Site Sewage Treatment System is Designed for a Type�1 , four droom home
(375ga1/day), in accordance with the Minnesota Pollution Control A y Chapter 7080
and local ordinances.
The soils on this site are loam to clay loam. No seasonally saturated soils were
present to a depth of 78". A standard trench system may be installed using Infiltrator
chambers.
The soils at a depth of 36" have a percolation rate of 60.0 mpi.
Install 2-1000 gallon plastic tanks with an effluent screen at the outlet of the 2nd tanks.
Recommend to insulate the top & a minimum of 4' down the sides of the tanks.
All neighboring wells are located greater than 100' away from the proposed treatment
area. The well on this site will be abandoned & a new well drilled.
1
� �.
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.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Recommend Iron filters be diverted out of
the system. Recommend to divert the water softner also if the iron filter is diverted.
Garbage disposals are not recommended, due to adding more solids & fine solids
passing through to the system. Excessive amounts of soaps, antibacterial soaps,
cleaning agents, shower cleaners used every shower & 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. Recommend laundering be limited to 3
to 4 loads per day.
� f `-��• `
Steven B. Schirmers
2
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� '; . � _ `� �q o ,� Note= 71i6 s7stem is b be construcled lo mer3
�� �p�c.;�. b �\� � $ A���.�s� the NGnntsola Poliv:"a� Coa'roc A,►'Y�7
J ; �\\ e��;��� � Q�,q�.�, Chapter 7080 & Local Ordinance
, � ,\ � '�"�. -�x1t��GS�,-,000 ga 1
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j � � ������� �� Check aIl underground �tilities
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� QL'OS��S�'�� __ �4`�4-Onl.'G1�l�tA� �3+.g
� j _o "►-�+� vk-t �.tvus� f'RCPERIY OF:�i^�A�Q 4.1 ZSo�—t�
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De��ned By: `�-` _�_.�-----
� Oo'e-.�/�/Q� Pt{763-497-3566 �
- - ------- --- existing grade
.1
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SET- BAqCS rake sidewdls 8� bottom to � c�++�"'��
HOUS� System must be= remwe smeuring
Tank � from property I"nes
{*-- -36��-'�
�� from welis
� from bldgs. TRENCH X-SECTION CN�nn�,�.,
' ".`a , - (min. of two trenches)
T�eafineN area � from property lines (mmc. length 100�)
MA�t�ot�5 -mA x. �od'from wells
«•'oF �3a�K F� .��from bldgs.
: -� 1Q;from trees SOIL BORING ELEVATIONS
� � �«„ iak�a� a�t 4 v2'of�,d'�a �rn
, ,
�o min. �� � between trenches THaI El..- ��.�
A � � ,
V�Y?�� ��' . . Tank 4 ia. �_�_�__�� _ : ; • TH,`2E1..=�,R
� � r�-1 '---� � v��.�
�,o,,v Tank � ;�; ; � � _, Grade�%sbpe TH. 3 EL-
LtHE. OroD to Tank /�oo aj.,1 �voo g.,l �s-tn� o� � J�� �_-' TH."4 EL-
�1�.0�, .� � ist.'C'f�at,`s+ 'Ro-� B�.S '�boSgo. s
Min.l io 6 �-� �a., � TH. 5 EL-
Max.l'to4� t��¢o.y�. �,o�,J�►5.��A-t µo�gE
DROP BOXES �9 z•o t.
4'�to fi�dia.pipe
SYSTEM OESIGN �
TYPE�II i`} BEOROOM - Percolatian rote!��min_/'nch (design�minl'axh)
cVrt�,n�66¢: �`i�-l.�S�vC)o�S�
T�eatment area �quired w/� of rock filier moterial �,�o �'�,Ssq•ft of tre.�ch bottom areo needed ;�"t�nch width=�lin.ftof h� needed , rxm�ber of drop booaes�_
Number of lanks requiced 2� t Ist fanklOoo ga4, 2nd tanl�Qcpl. minirixmsQ�-�S�C'�G• (� be �� �� ��)
Cleon rodc=cu.yds. (3/4��to 2 I/2��dia.,includes 2"above p'ipe) PROPERTY OF=�'�� '�"���''1
�l 7 tr_LWW.�'S_ �ta��-'�g-�05�-5..1�r 1�rwltb�� L S�S►��.�.o�.� � �l�D 'U'1l� 1SL.�5.�-
� �-)!o- l�� 5��C!o>.1�S.
o�v-o �t�s�.5�. N��. G���
J
� , 9 s-�rEs�N��nrc.
Note= Whe� oonstnicti frendies this a�ea should be shaped Note= Distance from treatment orea b neghboring wells— � _
" to divert nm-off from entering treatment area. L�'R�� '1'�s� /DO� Desi ned B
Date��/�1/�` , PH. 612-497-3566
v�
• TRENCH ANI� BED WORKSHEET
�. A:�,�RAGE�DESIGN FLOW �(.{Q� �, �-j"��. q•1: Estimat�d Sewafla Flow�in Gallons per Day
A. Estimated 3'?S gpd(see figure A-1) num ar o
or measured x �(safety factor)_ - gpd badrooms ciass i aas.n aau m aou iv
B. Septic tank capacity a-1 oe7 o gallons(see figure G1) s a,�5o 225 28e o�ne
'P`.k1`.s�C 375 256 values
5 750 450 294 In the
2. SOILS(Site evaluation data) - 0 900 525 ss2 ciass i,
C. Depth to restricting layer= to`-�, �`'�*�- feet > » � s�o u,or m
D. Max depth of system Item 2C-3 ft= 6.v ft-3 ft= . D ft 8 �2°° b�s 408 columns.
E. Texture L�� 1-o�r�✓� Percolation rate LO•D MPI
F. Soil Sizing Factor(SSF) a. a sqft/gpd (see figure D-15)
�',. %Land Slope % C-]: Se ticTankCa adNes in allons
��'4����`��� Liquid capacity
3. TRENCH or BED BOTTOM AREA G�1'►4yvl�y�.. Number of Minimum Liquid Liquid capacity with W���sposal&
H. For trenches with 6 inches of rock below the pipe: B��S Capacity garbage disposal lift iuside
A x F= 3?� gvd x a,�sqft/gpd= 4�a� sqft zo���s �so »�s ��
I. For trenches with 12 inches of rock below the pipe: 3°�a �000 tsoo �
A x F x 0.8= gpd x sqft/gpd x 0.8= sqft ��s a9 z5oo�o 30�0�0 300°
J. For trenches with 18 inches of rock below the pipe:
A x F x 0.66=end x S ft/ d x 0.66= s ft D-15: Soil Characteristics and Soi1 Sizing
q � Q Factor(SSF)(>3'se aration)
K. For trenches with 24 inches of rock below the pipe: P.l�o�.�ion R,« $oil 5lzing F�clor
A x F x 0.6= _�ud x sqft/gpd x 0.6= sqft m'^u4sperinch SOIITlFLYtf .��d`Kf���'m,
L. For gravity beds with 6 or 12 inches of rock below the pipe; fv«<w�,o.�• c�..�,a o.�
0.1 to S Medium sand O.B3
1.5 x A x F= 1.5 x _�d x sqft/gpd= sqft o.,�5•• Fine�Yand�d �.6�
6 to�15 Sandy Iwm 1.27
For pressure beds with 6 or 12 inches of rock below the pipe; ,6�o� t.«m �.6�
A x F= eud x sqft/gpd = sqft 3��o.s s;���o.m 2�
sile
46 to 60 Clay Iwm �
S�ndy day
4. DISTRIBUTION(Check all that apply) S�"�`''Y
over 61 to 120"' Cl�y �.7A
Bed (<6%slope) Drop boxes(any slope) Rock •S�d���yY
slower than 120"•
Trenches Distribution box(<3��0� Chamber ' ae eystems or rap� y permea e soi s:
prcswre dutribuHon or xnal dietribuHon with
Pressure Gravity Gravelless ^��^�h>2596 of the total system.
•5oi1 having 50%or morc fine�and plus very fine sand
•"A mound mu�t be uxd.
"•An other or performance system must be uxd
5. SYSTEM WIDTH,LENGTH and VOLUME
M. Select trench width= ft D-9: Soil CharaMeristics and Soil sizing
factors(SSF�for Gravelleas Pipe
N. If using rock,divide bottom area by width: (H,I,J,K or L) =M= Percoia�;o„�„e linea!feet/
SClft+ ft= lineal feet (minutes/inch) soil texture gallon/day
Rock depth below distribution pipe plus 0.5 foot times bottom area: Fas�ai�o.l• M d;m�,a o.zs
Rock depth in feet+0.5 feet x Area (H,I,J,K,or L) Lo�,�,y s�,a
0.1 to S Fine Sand•• 0.6
( ft+0.5 ft)x sqft= cuft e�a�s Sandy Loam a�
]6 to 30 Loam 0.56
Volume in cubic yards=volume in cuft divided by 27 s��oas Silt Loam o.6�
su�
CUft=27= cuyds 46 to 60 Clay Loam(CI,) 0.74
Sandy CL
Weight of rock in tons=cubic yards times 1.4 s��ty cc.
slower than 60•• Claq -
cuyds x 1.4= tons Sandy Clay
O. If using 10"Gravelless Pipe, Flow (A)x Gravelless SSF(see figure D-9) s;�ryciay
5oi1 too coarse for sewage troatment.
�,�pd x lineal feet/gpd = lineal feet Use aystems for rapidfype rmeable soils.
"Soil having 50%or more iine sand+very fine sand.
P. If using Chambers,H,I,J,or K(based on height of chamber slats)+ ••'Soil with too high a percentage o(clay to�
width of chamber in feet(M) installation ot a standard inground system.
'�S � sqft= 3.0 ft=_,(� s��'`o�v�v ¢
a a� lineal feet 1 N� 'C¢v�'o , Gok IIkF bNe
y V"5��tl}S�� �-1��A1�v14�Zi 's'4vq�'f�'_s :4' .�rrr.rw..
6. LAWN AREA ��,¢ ��:�
Q. Select trench spacing,center to center= � feet 4`.b,r � 'h
A�,:s.bss:.<p:.b;a:• 3l.��
R. Multiply trench spacing by lineal feet R x Q=sqft of lawn area o�p S b b b�'e'§s s
�_ft x�lineal feet= �ac� sqft �:s,� :�: `,�3� �
�� e .�a;o �:,
�� �.*s.�b.:s�4x s•
o� s s t s_u,q�s, :
��4.3�.�b..�b 4 �
7. LAYOUT {►J6•WdN -
Include a drawing with scale(one inch= St� feet). Show pertinent property boundaries,rights-of-way,ease-
ments, location of house, garage,driveway,and all other improvements, existing or proposed soil treatment system,
well and d'unensions of all elevations,setbacks and separation distances.
I hereby certify that�ave completed this work in accordance with applicable ordinances, rules and laws.
� ` . ' (signature) 3� _(license#) S-a 1 - U� (date)
CER:I�'1C�TION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by�-P Testing, Inc. on 5-6-04 starting at 12:20�m•
Test hole location Botham, 700 i�I ls and, Orono.
Test hole numberl.. Date test hole was prepared 5_5_04•
Depth of hole bottom�inches. Diameter of hole�inches.
SOLL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
6" - 12" Gray brown loam
Method of scratching sidewall is k�. Depth of gravel in bottom of hole is�ipsh�. Date and hour of initial
water filling 5-5-05, 1:OO�m. Depth of initial water filling is 12��ches 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
Water remainin in test hole
12:20 12:50 6 1/2 60 30 min
1:01 1:31 6 1/2 60 30 min
1:32 2:02 6 1/2 60 30 m i n
�
Percolation rate=�.UsS�minutes per inch.
CER'f1��I`CxTION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by�Testing, Inc. on 5-6-04 starting at 12:21�m.
Test hole location Botham 700 Big Island, Orono.
Test hole number�. Date test hole was prepared 5_5_04•
Depth of hole bottom�¢inches. Diameter of hole�inches.
SOIi DATA FROM TF.ST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
12" - 36" Brown clay loam
Method of scratching sidewall is l�if�. Depth of gravel in bottom of hole is 2_ig�. Date and hour of initial
water filling 5-�-04, 1:OO�m. 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 aLtomatic siphon.
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
12:12 refill 6
12:21 12:51 6 1-1/8 26.7 30 min
1:00 1:30 6 1-1/8 26.7 30 m i n
1:33 2:03 6 1-1/8 26.7 30 min
�
I
Percolation rate =Z�,Zminutes per inch.
r 1 �-P TESTING� INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
l OGS OF SOIL BORINGS
Brian Botham
700 Big Island
Orono, Henn. Co., MN
Borings completed on 5-5-04, with a hand bucket auger.
BORING NUMBER 1- Elev.82.1 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 12" Gray brown loam 10YR 5/2
12" - 18" Brown clay loam 10YR 5/3
18" - 30" Yellowish brown clay loam 10YR 5/6
30" - 68" Yellowish brown loam 10YR 5/6
68" - 74" Brown sandy loam 10YR 5/3
74" - 78" Brown coarse sandy loam 10YR 5/3
BORING NUMBER 2- EIev.90.9 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 18" Brown clay loam 10YR 5/3
18" - 36" Brown clay loam 10YR 5/4
36" - 40" Yellowish brown clay loam 10YR 5/4 - iron stains not mottling
40" - 70" Yellowish brown loam 10YR 5/6
70" - 78" Pale brown loam 10YR 6/3
BORING NUMBER 3- Elev.85.1 - NO MOTTLED SOIL PRESENT IN THE BORING.
0 - 6" Topsoil dark brown loam 10YR 3/2
6" - 10" Gray brown loam 10YR 5/2
10" - 28" Yellowish brown clay loam 10YR 5/4
28" - 42" Yellowish brown loam 10YR 5/6
42" - 78" Yellowish brown loam 10YR 6/4 _