HomeMy WebLinkAbout2007-P11370 - septic . �..
•� � �� PERMIT
CITY OF ORONO permit Number:
2750 Kelley Parkway- PO Box 66 P1137o
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued: 8/31/2007
SITE ADDRESS: 1330 Sixth Ave N Unit#
Long Lake,MN 55356
P��� 26-118-23-31-0010
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Pernut Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate pernuts required:
NOTICES/REMARKS:
FEE SUMMARY: Pernut Fee: $ 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Patnode Bros OWNER: Wallace&Susan Bohach
23200 109th Ave 1330 Sixth Ave N
Rogers,MN 55374 Long Lake MN 55356
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.
APPLICANT PERMITEE SIGNATURE S UED BY SIGNATURE ,�
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
�7���J~D 7
. . AI�3'10
� � � ,31� ,Ssiao So
CITY OF ORONO � SEP'TICSYSTE1tiiPER►tiIITAPPLICATIOY
Box 66 (2750 Kelley Pazkway) - � = � '
Crystal Bay, bi�T 55323 . .:
.aos srrE annx�ss: 33� �, f�� � _ -_ _ .
Occupancy Type: Residential � v � � Commercial � Other .
Permit Type: Netiv or Repiacement System, �100.00 �--�
Repair Existing System, $ 50.00
(Taiil�s or DrainfieId)
0.50 State surcharge added to above fees �
. '"See fee schedule for non-residential permit fees
Owner's i�`ame: �0-�1-��' � �I-P PhoneNumber: � Sa.—�?� —�7�,
IYlailing Address: 13 O , G City:l,o..�-��- Tp: SS'.v6
Contractor's Name: i .��.o�� f�eos . PhoneNumber: 763 --�a�-7343
�Ylailing Address: �3200 16 q �''� Ar�a', •v. City: �o��-..s Zip: 5�
,. : �
DO NOT 1�IAII� PAYlY1ENT WITH THIS APPLICATIOY
GEYERAL PTSTRUCTIO�TS � ,
1. Applications for septic sy�tem permits may be mailed or su�bmitted in person at the Ciry
Offices; however, permits will not be mailed out. The �e�it must be picked up in
person at the City O�ces and work must not begin unl�ss the pennit card is on the job
site. '
2. Permits will be issued only to contractors holdin� a City of Orono Septic System
Installers License.
3. AlI work must be done in accordance with the approved septic system desi;n. Desi�n
. repo�ts are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the City Insp�tor.
4. . The following inspections will be required for all septic systems: �
� A. Pre-installation site inspection to include inspeetor, installer, and general contractor.
B. Tank installation prior to coverin,.
- G. Drainfield trench iastallation prior to covr;ring: For mounds, inspection is required
afrer rough-up but prior to sand placement (sand will be jar tested for silt content),
a�d again durin; pressure distn'bucion piping installation in the rock bed.
D. Fi.nal inspection to verafy proper fiaal co�rer depths and to verify that all pump statioa
(where required) components are functional and comply with codes.
�5. Individual holdiag MPCA Installer Certificate shall be present during inspections: A 24-
hour notice is required for all inspections.
_ , .
� �� _ . . , , . . • . ' .
NOTE: Applicant 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�Q e followin�: �,i�'
C�'�
A. Tanks: 1/precast Concre[e Nn Other 'Manufacturer �''���-�S
Tank Capacities: 1) �2So gal. 2) op gal. 3) ��Sa gal.
B. Pump Station (if required)
Pump make & model �,��� S -�Po 5 (attach pump curve &
literature); system desi�n requires O gpm at
�_ _�1 S feet of head.
High water alarm make & model /�,,.�(.�o„e,. S�:�.:f�� Outside
� ' electrical work to be completed by installer electrician �
ocher . Inside electrical work must be completed by
electrician.
C• tment S tem:
re es: s.f. �� �/��SSv rC� B�
Depth o k below pipe " Rock bed dimensions x '
rop xes Sand bed dimensions �x '
istribution Box Pressure Dist. Pipe Diam. ��,
Maniford Pipe Diam. a "
D. Final Cover/Topsoil to be: borrowed from site
�how location on site plan)
trucked in
The undersi?ned hereby applies 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
regutations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
SignatureofApplicant: � Date: � a, C� 7
MPCA Certification No.: � S
Staff Review: Approval Denial
� � Revietiver: Date: �` �� '��
Reason for Denial•
. , . , • , �
Septic System Site Plan
1330 County Road 6
Long Lake, MN 55356
� �ohach Residence)
�����
��► ��l�BE#��
������
C1RC�N1p Cp�'i�
Prepared r or:
Voikena�at �nc.
o�,o�ro co�►
Prepared By:
Miller's Sewage Treatment Solutions
9075155te Street
Kimball,MN 55353
May 29,2007
�`t�"Y C��C3�
'��"i't�! ` [ D� '
1i���' �
ORONO CQpy '�� ' ^` ��'
i�ove�►���er�s
�r�t1�r�cc�a�t�Crfot�lt�M+�Rq►
�' •��t
�1a.�a�waMrri►fk�wr�bnaAiar.A#I+�k�Nrltrl�
i hll wNnpti�t�llk��p�ta�M�N��y aidr�.
��#i1�i�J1tJ�fii.��ir1Yr�M�r
. ,
� ' • � ' ' ' ,
A DIVISION OF WRM SERVICES ING Kt��.l.,MN 55353
(320)398-2705
May 25,2007
Wallace�ohach
1330 Ca Road#b
Long Lake,MN 55356
RE: Septic System Design for 1330 County Road#6,Orono,Minnesota.
As per your request,an onsite wastewater treatrnent system has been designed for the referenced
property. It is our understanding that your existing system is non-compliant and you wish to upgrade it.
The property was evaluated for it potential to suppo�t a standard septic system but due to steep sio�s,
limited space with undisturbed soils and a high seasonal watertable no area could be found to support
such a system. Therefore a performance type septic system has been designed in general accordance
with Minnesota Rule Chapter 7080.
The system will consist of a 1300 gallon trash trap/multi flo dosing tank,a 600 gallon multi flo
treatment plant,a 1300 gallon bed dosing tank and a 900 squaze foot raised pressure bed. Due to the
topography in the area best suitable for the dispersal field,a reta.ining wall will need to be constructed
around the easterly side of dispersal field.
Soil borings were completed on the property and revealed disturbed(cut&fill)soils in the area of the
existing drainfield and the south and easterly side slope of the large hill in the back yard. 1'he depth to
the seasonal watertable ranged from 20"to 42"below the ground surface in the area of the proposed
dispersal field. Based on the three soil borings in the area of the dispersal fieid,soil boring#7 had the
. highest seasonal watertable which was found to be at an elevation of 108.1. With the bottom of the
proposed dispersal field media being at an elevation of 109.6 the dispersai field will have atleastl8"of
vertical separation from the seasonal watertsble.
This system will require semi annual monitoring,sampling and service to ensure it is working properly.
For frequencies of monitoring and sampling refer to the monitoring plan attached. Maintenance of the
system is to be completed as per the manufactiu�es recommendations. Also attached is a mitigation plan.
This plan lays out recommendations to foliow if the systcm or a portion of the system fails or dces not
work properly. A water meter will also need to be installed in the house as per state codes.
' 1
' ' (763)497-3566
If you have any questions regarding the septic design feel free to contact me,I can be reached at 320-
398-2705
Sincerely,
Miller's Sewage Treatment Solutions
Bemie Miller
MPCA Lic.No. 1921
r — — — — — — — — — — — — — — — — — — — — — — — — — _ _
�
i HYDRAULIC PROFILE
i - -
Ditt. man�fold
( Nev. = 110.1 t -
' I .
I
I
I
i I, Line is to be laid to provide drain—
' � after pump shuts off
I98.4t 98•3
; ! 98.5t
ISCREENEO PUMP VAUIT
� I
� �A � �A tank C
�', 96.Of � � �1
', + �� � 96.9 � t�C
� 91.5f Tre�eh ��/ tMk B
�
ILine is to be laid to provide drain—back
Iafter pump shuts off
���
IElevations are approaimate and may need to be
adjuated in the field.
i
. . i
1.25" lA7ERAlS NATH 7/32" PERFERAl10NS SPACED 3.0' ON CENTER I
21.5"
45.7 I
12"
------`�1.�- ----- - ----3i3-------- � I
i
r
-------�1.3 43"--- - ----23�-------- .- I
-
� ------------ --- - ---- -
21.3 � 23.3. 31�-------
----------------- - I
21.3 ---��-
-------
-------------- - ---------
17.6 14.3 I
7.6-- - 7.6
I
Qv� ETAINING WALL I
hJ�J
ry� I
PLAN �
N TS (
�
�
�
(
TOP CROWN OF TOPS�L 111.3 I
PVC UNER 110.9 T� OF WALL I
4 M � ' � ' . I
�to.o� 20 WASHEO SAND �. I
109.8 ..,�
107. 80TT��� ROqt ` I
80TTOM OF SAND
EXISTiNG GRADE I
�
SECTION A-a (
�
PR4FILE �
- -- - - - - - - � NTS - - - - - - - - - - -�
�. raw awn.
A. Estimated Flow��9pd(�9 A'�) T��y���
Numbe�of �
gedroorr�s I II III IV
2 300 225 180 6096 of
3 q5p 3pp 218 the
4 600 375 256 values 500 gaMons or 10096 a!Average
5 750 450 294 �it�e Desi�Fbw(A-1)or clual
6 900 525 332 Ciass I,
7 1050 �0 3T0 II or II
8 1Z00 675 408 co�tr�s
2 Minimum Ssptic Tank C�► �_�
B. Septic tank capaaty(F'g G1) 1300 allon Urash trap+600 gallon multi flo
C. Ef�uent fd�er(yes1�)
C-1 Min�mim Tank in Callons
Capadty w�GO
Numbe�of t�nirtrari and Purr�m
g� ' wHh GD' base�r�e�t"
2 orless 750 1125 1500
3 or 4 1000 � 1500 2000
5 or 6 1500 2250 3000
7.8 or 9 2000 3000 '1000
'G�=9arbage disposad�Must have rrx�ple tanks or oortipartrnents
" Must have mull�le tanks,aompartrne�ts or etfluent saeen
3. Pump Tank Specl�s
D. Pump tank�(yeslno) YES t�inirtNnt�size if needed 1300 gallons
4. SOILS(Sde ev�u�or►data)
E, peptl�b testricbng layet= ELEN.=108.1 HIGHEST BASE ON SOtL BORINGS
F. hAa�rwm depih of system item E+1.5 ft= ELEV=108.1 + 1.5 = 109.6 ft
G. Texture �- LOAM � Percolafion Rate ��mp
' if ava�ablie
H. SSF 1.27 ft�/gpd(s�ee figure D-15)
I. 96 Sbpe �°�
D�18 Soil CharacEeristla�SSF
Penc Ra6e Soa Textune Soi Saing Fadors
it�/
<0.1' Co�se sand 0.83
0.1-5 Me�m sand 0.83 '
�,�y� " Soil wrttt>50%fine s�d pE�tide.s
0.1-5" Fne sand 1.67 ""' A mound must be used
6-15 Sand�r loam 127 '""'M other or perfortnanoe syst�n
16-30 Loam 1.67
31-45 S�b�rn.ait 2.00 ,
46-60 t�►bam, 2.20
�Y�Y
a�Y�Y
61-120"' Mey,�Y- '. �_� .;4.20
>12p�".
��:.: __._ �..�,u:d. K_ page 1 of 2
, � ,.._..�..__ � ��� C.--��
6. TRENCH OR BED BOTTOM AREA
J. F�trenc�s w�h 6 ind�es of wide wa1 benealh the pipe or 10'd'�amebet gravelless p�e:
A x H= 600 gpd x 1.27 ff/gpd = NA 1t�
K For trendies wdh 12 hx�es of si�l:
A x H x 0.8= 600 gpd x 1.27 ft/gpd x 0.8 = NA R2
L. For tr�wAh 18�of sidewaA:
A x H x 0.66= 600 �d x 1.27 ft/gpd x 0.66= NA it�
M. Fw�w�h 24 irxhes of sidewaN:
A x H x 0.6= 600 �d x 1.27 ftlgpd x 0.6 = NA 1t�
N. For gravity beds wdh 6 or 12 inc�es of rodt bebw ttie p�e;
1.5 x A x H=1.5 x 600 gpd x 1•27 ft/gpd = NA ft
0. For pre.ssure beds wi�h 6 or 12 ind�es of rodc bebw tlie pipe;
A x H= 600 gpd x 1.5 ft/gpd = 900.0 it�
'RECOIuMu�ND ING OIL SIZING FAC 1.5
7. Trw�ch and 8ed Din�ensions
P. Seled required�quare�eet of botbm area re ui�ed baeed on depth of roddg�aveNess pipe or height of charr�ber sl�s
900.0 ft"
(must use 6'ofnodc aq�mre lfoofage Ifar beds)
a 5eled width of trer�ch or bed MAX 2S ft
(use 3'br grare�ess pipe,wi�h of ahan►6er a wi�l►a e�acavadion�or rodc h trendies b beds can nat be wdder IAe 25�
R. For trenc�es or pressu�e beds tl�e Yneal feet required=required square�Otage/width of bot6om of trench or bed
900.0 R` 1 MAX 25' ft = #VALUE! lineal feet
S. For gra�rity beds tlre�neal�required=1.5 x requKed square�tage I width of bed
1.5 x 900.0 il` / MAX 25 ft = NA I��eet
8. Rock Si�ng and Vdume
T. Depih of madia below pp�e 0.5 R
Cub�f�t of rodc oeeded=Rodc deplh belo�distr�ution p�e plus 0.5 foot times bottom anea:
(Rodc depth+0.5 toot)x Area(J,K,L�lu�
( 0.5 ft + 0.5 ft) x 9�0.0 1l�= 900.0 it�
Vdume n a�ic y�ds=volume in cubic feet divided by 27
900.0 / 27= 33.3 yd'
Weight of rodc�tons=cubic yands times 1.4
33.3 x 1.4= 46.7 tons
Add�10%ex6a for��yy= 1.1 X 46.7 = 51.3 tons
9. Layout
Seled an appropriate sc�e;one inch= �� ft
Show P�t ProPerlY boundaries.rightsof-way,ea5ements.
Show loca�fon of house�garage,driveNray,2�i��her improvements,e�as�g or proposed.
Show loc�tion�d layout of sevwage h�d system�weY and�r�ensions of�elev�ions
i ' th�I tl►is w�ak�aocondance wdh aN a�ppAcable a�dinar�ces,Nles�d laws.
(�fe) �� t�c�e�e#) S Z5�7 (aate)
Locai un�d Govemment npqoval
(s�9n�) (�'B9�� (�)
Page 2 of 2
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• 2. sele�t perforatan spacing= I 3 Ift
��..+k�..,�
3. S�{.i,n.ce pe�f�o{ratbYna�should not bo plaoed d_o•,s�e��th{at 1�f�o{o`t tor
�Y{�1V���,.�y W�IWI��(�e��m�r iYYfiOM 2�W{IINII �.►.wd.r� � . Yel�eek
Y R,VM�� /br(:SiaAnp.1/If.'-1/f'
AVERAGE 36 -2 R= 34 ft �.r�.-•�..K�.+�_s
4. Determine Uie number of spaoes between pertorations•
Oivide the k�gth(3)bY Pe�o�fion aP�9(2)and round down�o nearest whole number.
Petforation sPacin9= 34 ft/ 3 ft= 11
5. Seied perMration siae 7l�' � inch
6. Number of peAoradons is equal�o one plus tl�e n�nber of Perforatan spaoes(4)•
'Check 89�e E-4 lo assure the n�nber of perlb�frons Per�l�es
<10%�erge ve/iation.
11 spaces+1= 12 perforationsAa�e►al
-4 �an umb� 1/4 -b un Nan 311 Mch
Is�srat to <10% variatla� ta�al to c10% variatton
Pa
�q�9 p�p��r gpacin9 Pipe Di�neber
ft 1 ir�ch 1.25 inch 1.5 inch 2.0 inch feet 1 inch 125 inch 1.5�ch 2.0 inch
2. 8 1 18 28 2. 12 1 5 39
3.0 S 13 17 26 3 11 18 24 37
3.3 7 12 16 25 3.3 10 17 23 36
4.0 7 11 15 23 4 10 16 21 3:i
5.0 6 10 14 22 5 9 15 20 31
7. A.Total number of perfo�s=perForationa per laterai(5)times number af laterals(1).
12 perfsl lat x 6 laterals= 7'2 perforations
B.Calculate the square footage Pe�Pe�Wratio�-
R�eoommended�a�ue is s-1 o sqff/pe�f.ooes noc�►to at�rsdes.
1. Rodc bad area=rodc width(R)x rodc length(ft)
25 ft x � R= 900 it�
S4uare P�P��odc 8ed Area/number oi perfs(6)
900.0 R� / 7Z perfs = 12.5 it�/perF
8. Determine required flow rale by mu�ipying the total number
of Perfor�on$(6A)bY�P�P8�see fgure E-6)
72 perfs x 0.56 gpn/perfs= 40.3 9W�'�
E�$
iameter
feet inches
3J1 7/32 1/4
1 0.4 .56 0.74
2° 0.59 0.80 1.04
5 0.94 1.26 1.65
a uae t.o toa wr ainglstamiy nomas. ;---------- -- ---
b.Use 2.0 test for else - -' � � �..
- - •:'1iM
9. Detertnine Minimum P�e Sae ., � . - --= ' =-- 3'�, '
A. Manifoid on End if laterals are oon�to header pipe ' : - .,..__ ,,.,
�..
as shown in Fgure E-1,to aelec:t minimum requked IaEeral !�..F,:�•���•emti,ea«.�. ;
,__.__------..________._.____ __ _ ____
diarr�eter;eMer figure E-4 or E-6 wiM perforadon spacing and
number of perforations per latieral.Selec3 minimwn damete�
for peAorated ta�als= ����hes
B_ CAnbsr IA�oid. If perfOri�9d la�al system�a�t0 "��,,,'�;',',� _---=' -,�`
manifold pipe near tl�e oer�sr,IkCe Fi�ure E-2.peiforaeed lalaral length(3) ~ •-l�-.�=f'=�==� .>
arM number of per�oradons per laferal{5)wiY be appro�tely ;�- �,� -=-
one half of that in s�p A. Using iheae vaNiea seled - -�-�`"-` ''• "i„,n
minunum diameEer for perforaNd la�eral= �indtes "" l _ -"���L-�.,�.
_ - ,�_
t that this a�a000rdatroe wdh aU adittar�ces.rules lawa.
� (si9�adme)��' `��_(Ibense#) ��S�7 (da�e)
. � � ,
1. Delermine�
A Rec�gle�=L x W VYidfh
C] ft x �ft = 0 ft�
B. C'ircle�ea=3.14 X rdda�s2
3.14 x �ft= 0.0 ft� �8�
�. ���� ��
2 Cala�e gallons per inch
Rad'
There are 7.5 gaMons per c�bic toot of vohRne.ih�ore rt�fipqr the�(1A,B or C)
times tl�e con�ersion f8c0ot and drvide by 12 inches p��oot�o�e g�on per inch.
Su�ace area x 7.5112= 0.0 it� x T.5 I 12m1ft = 25.0 galbn p��ch L@�Te11k:
500 gellOns Or
3. C�e recomr�ded capeaty=av�age design flow(see cberf A-1)x 2 100X fh6 da�flOW
��gpd x 2 = 1200 gal a�9��
4. Cak�la6e Qoml tank voNxne
a oepn trom�om ot�ppe ro ta�no�o�n = s2 �► a.�r�.a s.�.��c,�o
B. Tot�tardc volume=deph from botlom of adet pipe�o�nlc botEom(4A)x ga�(� Nu�ber d
= s2 �, X 2�.0 � = �aoo.o � e�ooms a�i c�ss u aass ui c�ass iv
5. Ca�la�e gallons�o oare�pwnp(with 2-3 6�cties afi w�aovering panp) 3 450 300 218 tlie
(P�xnP�d blodc_ 't�M+2 indies)x 9�lon P�in�(2) 4 600 375 256 vak�es
( 12 + 2 in) x 25.0 galra► = 350.0 'ga� 5 750 450 294 �tl�e
ti yuu 5p s� uass i,
6. �{p���� 7 1050 600 370 li or II
t�ai 1�k volume in gallor�s(4)-gaHons to cover pwt�p(5) 8 1200 675 408 cdwrxis
1300.0 gal - 350.0 g� = 950.0 gal
7. Cak�lale�I p�npout wlume
a Se�ect p�siz.e�a a.5 dos�a day. c�a�,a�r d�e=9Pd(see F;�ae n-�)i doses p�day=
a
soa �a i �e ao�y = �z.s �
B. Calcuhate d�nbadc E�0 Yolume of in
1. Dete�mine 6otal ppe lengih 15.0 R P�e Di�t�wd Per i�
2. Dei�me 6q�rid volu�ne of pipe, 0.17 (see fg�xe E-20) in�s albns
3. Drair�baidc quanMy= 15 ft(781) x 0.17 galrtl(762) 26 gaHons 1 0.045
C. Toial pump aut vokune=dose vdume(7A)+�bac�c(7B3) 125 0.078
12.5 gallons+ 2.6 gallons= 15.1 gallons 1.5 0.11
2 0.17
g, Pwrip Ra�e 2.5 0.25
Fran desi9��9Pm 3 0.38
a�: 4 0.66
����� f�)x 9�P��(2)/Gime�in min-
x 25.0 galfin / �� = 0.0 9Pm �;r?�? �
�-.
9. Cala�tatie Uie tmer ON sedmg tr,:-t �. `.`.:.
���}�9Pm�8) z«=e q•. ,�r;a.,,�.�T.��y .�i.�.rr,<r,
15.1 gal / 35.0 gpn► = 0.4 rtrtwbes ON �. . _;; -�c�m,c;
�.;r^•c�ur•:•_i�rr.�}.. ---- _
��i. t ....._ .. ? c�irr:p•:n
10. Cekxdate U18 tirner OFF setling p�.;:;��� t � :! 'cnr.ci
f111f1UIeS p8f�y l�S pBf�l-ITIIfNI�@S 011 �y •=cr,tny-'
14A0 I 48 doses/day-min on(9) 30.0 rtwnu�es OFF
I he�r oe�lify tliat I have Uds wak in a�oe wdh aN a�ppicabie o�d'ir�,rutes and laws
(�) l �L�t�� �25�7 Ea��
Page 1 of 1
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�. ����.�.or�..�r..�....:..�. ...�...�.._... r-�,,,-�--.�
A Gt�wity Dishibutlon p�"�"" "
1.Ma�imum requirad�Scharge is 10 gpm
2.Ma�rimum suggested discharge is 45 gpm
For other esta�ments ffi i�st 1096 great�than the water
suppiy ra�,but no fas�1tt�Ihe rete at which eflluent w�l flow
out of the distribu�on device.
B. Pressure Di�ribution-see pressure desiyn worksheet son treatrt,e�,►sysreR,
8�poin harge
} i�
Selected Pump Capacit�►: �9Pm 1e t���r�
�9
2A.elevotion
Inlet ° ; difference
2. Determtne Total Dynamic Head(TOH) �ce ��� �
A. Elevation diif�ence between pump amd point of discharge. �� � '
, ___._._.
7.5 feet •� � --------------------------- ------
a
B. Spe�head requirement?(See F'rgwe-Special Head ReQuirements)
��feet Special He�ad Re u�eme�tts
�ravity Distribu�on Oft
C. Frictia�bss in suPP�Y P�Pe Pressure Distribubon 5ft
1. Seted pipe di�rieter �in
2. En�t Figu�e E-9 wiU�9pm(1A or B)and pipe diameter(C1}
Read iriction loss in feet r 100 feet from Figure E-9 E-9 Frictlon Loss io Plastic Pipe
Fridan bss= O�ff/100 ft of pipe 100 ft
nortunad
3.Determine total piPe len9th from P�mP�harge to sal sys�em discharge pant Fbw Ra�e ' dia�rieter
Estimate by adding 25 percent bu pipe length for fric6on bss in fittings. 1.5' 20' 3'
' len th times 1.25=equiv�t pipe lengih 20 247 0.73 0.11
15 ft x 1.25= 18.75 feet 25 3.73 1.11 0.16
� 5.23 1.55 0.23
4.Cak:ulate�ohal iridion loss by mult�lyirx}friction bss(C2) 35 6.96 2.06 0.3
by the equ'rvalent pipe length(C3)a�►d�ivi�by 100. 40 8.91 2.64 0.39
Friciion Loss= 0 ftM OOft X 18.75 ft / 100= 0.0 feet 45 11.07 3.28 0.48
50 13.46 3.99 0.58
D. Totai head r�equ�ement is the sum of�evatia�diff�(A),spea� 55 4.76 0.7
head requirem�is(B),and total friction bss(C4). 60 5.6 0.82
7.5 ft + 0 ft + 0.0 ft 65 6.48 0.�'i
70 7.44 1.09
Total Nead: 7.5 feet
3. Pump Seladion
1.A pump must be seleded to deliv�at least 35 gpm(1A or B)
witl�at le�ast 7.5 �eet of�head 2D.
I hereby cefify ihat I have oomple�ed ihis work in accadanoe witli�i e�pi�e adinarroes,n�es and iawws.
(si9nature) /�''I Z( (tioense� �z 5'�'�(d�e)
Page 1 of 1
____ _ - _
. 1. Determine pump capacrcy: �rw��►�� :�^G�
A. Gravity DistributMn t�Roow.
1.Min�rwm ra�red�Scharge is 10 c,mm
2.Mawmum sugg�ed discharge is 45 9Pm
f a other estabii�ur�ents ffi Ieast 1096 great�th�tl�e wa�
supply ra�,but no fa�e�th�u�e rate at wnicn e�ent wia flo�►
out of the d�str�ution device.
B. PfesSUf6 Distiibuti0n-see pre.Ssufe design MrorkSheet &treatrrr�nt h�em
,F�� .'.
9e
Seleded Pump Capacity: 41.3 gpm roro��r�
�engsn
2A.elevotfon
intet ° difference
2. Dstermine Total Dynamic tiead(TDH) p�pe j''s,
A. Elevatan difference beM�een pump and pant of discharge. =i -------- - - :
18.6 feet i; = --------------------------- -----•
t_�..,... _ ,
B. Speci�head requiremenY?(See Figure-Special Head Requi�me►�ts)
���t eaal'�Head Requ�ements
Cxavity Distribu�on OR
C. Fricti�loss in suPP�Y P�Pe Pressure Distn'bution 5ft
1. Select pipe diarr�eter ��in
2. En�Fgure E-9 wiTh gpm(1A or B)�d pipe diameter(C1)
Read friction loss in�eet 100 feet ftom Figure E-9 E-9 F�iction Loss in Ptastic Pipe
Fridion bss= 2.7 RI 100 ft of pipe 100 ft
nominal
3.Determine tot�pipe length from pump disch�ge b soii system discharge pant Fbw Rate ' diameter
Estimate by adding 25 percent to pipe length for 6iction loss in fittings. 1.5' 2.0' 3'
Pi len times 1.25=equiva�ent pipe i�h ZO 247 0.73 0.11
65 ft x 1.25= 81.25 feet 25 3.73 1.11 0.16
30 5.23 1.55 0.23
4.Caiculate total f�iction bss by mul6plying hic6on bss(C2) 35 6.96 2.06 0.3
by the equiv�ent pipe lengih(C3)and divide by 100. 40 8.91 264 0.39
Fric�on Loss= 2.7 R/100R X 81.25 R / 100= 2.2 feet 45 11.07 3.28 0.48
50 13.46 3.99 0.58
D. Totai t�ad require�r�ent is tt�e sum of elevation diff�(A),spec�al 55 4.76 0.7
head requirements(B),and total fridion bss(C4). 60 5.6 0.82
18.6 ft + 5 ft + 22 ft 65 6.48 0.95
70 7.44 1.�
Totai Head: 25.8 feet
3. Pump S�
1.A pump must be�to delivar at t�st 41.3 gpm(1A or B)
with at least 25.8 feet�totai t�ad 2D.
I hereby oertify ihat t have ted tltis work in ao�anoe wilh aU�piic�le orc�nanoes,Nies and larvs.
����) /�fZ� (Gcense� �i"Z S�� (date)
Page 1 of 1
._ _._
. A Redargle a�ea=L z W '
�� R x ft = 0 ft2 ��
B. C�de aree=3.14 x redua2
3.0 x �A- 0.0 �
C. Get area 6an mmx�ac4u►e __�ft Radk�s
2. CaiaiM�geNorK per inch
Tl�e are 7.5 geMais per wbic foct d voMNee.tliere(ae mid�pyr�e aree(tA,B a C)
times tlie aaweision fedor and dnide try 12 ind�es per bot to cdoulaEe gelan per�d�.
S1w(aoe area z 7.5 I 12= 0 1l� x 7.5 / 17n1ft = 25.0 gaMot�per inch L��Tellk:
500 g�lons or
3. Cala�e tctal ta�dc vop�ne 1007L tlte d�ly fl�
A Deplh fian boltam af idet pipe to fenk botlom = ��n ���9��
8. Tatal taNc voN�ne=dep0�6an bollan d iNet pipe 10 dr�c bui�om(3Aa x galfin(2)
= 52 n x 25.0 geUfn = 1300.0 gaNa�s
4. Cala�lel9 gala�s b oorer prnp(wi�Z�indbs d waler coveriig Pump)
(Purtp and bbdc +2 indies)x gelon pa inch
( 10 + 2 in)z 25.0 gelRn = 300.0 9eYons
S. Cela�ete toEai pirnpout vohRne
�A Select�aine fa 46 doaes�GeN�m doee=9pd(ses�g�xs A-1)/do�s per da�r=
�°'"'_J gpd � �=-.�doeesMa�' = 120 galons
A•16tlm�6ed Sewape Rows�OPO E,20 Vohw�d Liquid in Pipe
AN�rnberaf ��� W�p��
Bedroon�s qass 1 Class II (�as III (�Ss N a�
2 300 225 180 6096 of 1 0.045
3 450 300 218 the 1.25 0.078
4 800 3T5 256 veh�ea 1.5 0.110
5 750 450 294 in tl�e 2 0.170
6 900 525 332 Gaas I. 2.5 0.250
7 1�0 600 370 II at II 3 0.380
8 1200 675 408 � 4 0.660
6. CalaY�e drainback
1, DeOenme�otal pipe le�glh 65.0 ft - •�-
2 Dele�nrne�qidd vnluae ot pipe, 0.17 g�IIR(see igue E Z� , -'
3. Dr�adcq�Yty= 65.0 8(581)x 0.17 gaUft(5B2)= 11.1 9� irl�7 "-•:•�`:•�`-=-`e"""`:� �`�
C. 7otal pianp aut voYnte=dose w6Nne(51►)'drainbedc(5831 �i*� .. �
« <
12p gatlor�s+ 11.1 gaYona= 131.1 gai �,�I _ , �
Eca _:,,i}7•:��v s
ii' •
6. Cata�e Ilo�sepaiation d�ios(usng�al q�nipout voMime) �`� _
TatalptmipoutvohNne(5C)/geYhch(2) " - .........-••• . `
131.1 ga1 / 25.0 galfin = 5.2 inch '� 'F^�r'.��:Ii" f... �
" :Cr:tiCY'' �
�i i
cc
7. CalaAale vaNa��e fa a�rm(rypicel�r 2-3 indies) -
Alaim dePU�(inchl z 9allor�fndi(2� ' (-3�� x 25.0 galfn = 75 9al
8. cata�la6e total gallona=garons wer a��P(4)*9�w�x)•��
300.0 gal + 131.1 gel + 75.0 gel = 506•1 9a�
9. To�l fanlc deplh=�olal 9allor�s(8)/9a�onfin(2)
506.t getlons! 25 galfn = 20.2 n
R�ooauMnded
Calaiabe reeene cepadhr(I596 of Ihe dsly flow)
' Aaw x 0.75 = 800 z 0.T5= 450
1 her�!►y oer�r tl�al I heve oampleled wie wak in acaadenoe w�h aA appicabts adher�ces.n�es and Nws
(�) ��l �� Ls�' (�)
Page 1 of 1
S�IL PROFILE LOG
Client: Volkenant INC. Date: 5/16/2007 Completed By: MSTS
ProjectlI,egaUAddress:_1330 County Road 6,Long Lake,MN 55356 .
Type of Observation: Bucket Auger �
Vegetation: grass -
Landsca.pe Position: side slope - _
Observation# 1 Elevation: 101.5
Horizon
De th Soil texture Matrix color Redox. Color s or Features Sha e Grade Consis
0-3 Loam(fill) l0yr 3/3
3-10 Sandy clay loam/Loam(fill) l0yr 3/3+2.Sy 5/3 l0yr 6/8
10-21 Silt loam 2.Sy 4/2 l0yr 6/8
21-40 Loam 2.Sy 4/4 l0yr 6/8+6/2
, Depth to Restrictive layer: in the upper f�
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball,MN 55353
Phone: (320)398-2705 Fax:(320)398-2075
SOIL PROFILE LOG
Client: Voikenant INC. Date: 5/16/2007_ Completed By: MSTS
Project/LegaUAddress:_1330 County Road 6,Long Lake,MN 55356 -
Type of Observation: Bucket Auger �
Vegetation: grass -
Landscape Position: side slope " _
Observation#2 Elevation: 1Qb.6
Horizon
De th Soil texture Matrix cotor Redox. Color s or Features Sha e Grade Consis
0-4 Sandy loam(fill) l0yr 3/3
4-18 Silt loam/Loam(fill) l0yr 3/3+2.Sy 5/3
1&30 Loam 2.Sy 5/2 l0yr 6/8
30-39 Silty clay loam 2.Sy 5/3 l0yr 6/8+6/2
Depth to Restricdve layer: 1.5 f�.
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball,MN 55353
Phone: (320)398-2705 Fax:(320)398-2075
SOIL PROFILE LOG
' Client: Volkenant INC. Date: 5/16/2007_ Completed By: MSTS
Project/L,egaUAddress:_1330 County Road 6,Long Lake,MN 55356 _
Type of Observation: Bucket Auger -
, Vegetation: grass �
I,andscape Position: side slope - _
Observation#3 Elevation: 103.1
Horizon
De th Soil texture Matrix color Redox. Colo s or Features Sha e Grade Consist
0-S Silty clay loam l0yr 3/3
5-14 Sandy clay loam l0yr 3/3 l0yr'/a
14-30 Sandy clay loam 2.Sy 4/4
Hit Rocics
Depth to Restrictive layer. >2.5 fw
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball,MN 55353
Phone: (320)398-2705 Fax:(320)398-2475
SOIL PROFILE LOG
Client: Volkenant INC. Date:_5/16/Z007_ Completed By: MSTS �
Project/LegaUAddress:_1330 County Road 6,Long Lake,MN 55356
Type of Observation: Bucket Auger - -
Vegetation:graas .
Landscape Position: side slope -
Observation#4 Elevation: 109.0
I' Horizon
De th Soit texture Matrix color Redox. Color s or Features Sha e Grade Consis�
0-6 Loam l0yr 3/3 Blocky Weak Friable
6-16 Sandy clay loam 2.Sy 5/3 Blocky Moderate Friable
16-18 Silt loam 2.Sy 5/3 Blocky Weak Friable
18-2 � Sandy loam l0yr 5/3 Blocky Friable
2436 Loamy sand l0yr 5/3 Granular Massive Loose
36-42 Sandy loam l0yr 5/3 Btocky Weak Friable
42-48 Sandy loam 2.Sy 5/3 l0yr 6/8 Blocky Weak Friable
4&54 Loam 2.5y 5/3 l0yr 6/8+5/2 Blocky Weak Friable
Depth to Restrictive layer: 3.5 f�
' Depth to standing water table: not encountered
Other comments:
MSTS
Kimball,MN 55353
Phone: (320)398-2705 Fax:(320)398-2075
SOIL PROFILE LOG �
Client: Volkenant INC. Date: 5/16/2007_ Completed By: MSTS �
Project/LegaVAddress:_1330 County Road 6,Long Lake,MN 55356 _
Type of Observation: Bucket Auger �
Vegetation: grass •
Landscape Position: side slope . .
Observation#5 Elevation: 107.4
Horizon
' De th Soil teature Matrix cotor Redox. Color s or Features Sha e Grade Consis
0-13 Sandy loam l0yr 3/2 Blocky Weak Friable
13-30 Sandy loam l0yr 4/4 Blocky Weak Friable
30-41 Sandy clay loam l0yr 5/3 l0yr 6/8 Blocky Moderate Friable
41-43 Silt loam 2.Sy 5/4 l0yr 6/8 Blocky Weak Friable
43-48 Sandy loam 2.Sy 5/4 l0yr 6/8 Blocky Weak Friable
Depth to Restrictive layer:
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball,MN 55353
Phone: (320)398-2705 Fax: (320)398-2075
SOIL PROFILE LOG -
Client: Volkenant INC. Date:_5/16/2007i Completed By: MSTS
, Project/LegaUAddress:�1330 County Road 6,Long Lake,MN 55356 _
Type of Observation: Bucket Auger •
' Vegetation: grasa - .
' Landscape Position: side slope
Observation#6 Elevation: 108.1
' Horizon
De th Soil teature Matrix color Redox. Color s or Features Sha e Grade Consis�
' 0-10 Loam l0yr 3/2 Blocky Weak Friable
' 10-16 Clay loam l0yr 4/4 Blocky Moderate Firm
16-20 Clay loam l0yr 4/4 l0yr 6/6+5/1 Blocky Moderate Firm
20-24 Sandy clay loam l0yr 4/4 l0yr 6/6+5I1 Blocky Weak Friable
Depth to Restrictive layer: 1.3 ft.
' Depth to standing water table: not encountered
Other comments:
MSTS
Kimbalt,MN 55353
Phone: (320)398-2705 Fax:(320)398-2U75
SOIL PROFILE LOG .
Client:_Volkenant INC. Date:_5/16/2007_ Completed By: MSTS
Project/LegaVAddress:_1330 County Road 6,Long Lake,MN 55356
Type of Observation: Bucket Auger �
Vegetatian: grass
Landscape Position: side slope - �
Observation#7 Elevation: 109.76
Horizon
De th Soil texture Matrix color Redox. Color s or Features Sha e Grade Consis
0-10 Loam l0yr 3!2 Blocky Weak Friable
10-18 Loam l0yr 4/4 Blocky Moderate Firm
18-20 Loam 14yr 5/4 Blocky Moderate Firm
20-36 Sandy clay loam l0yr 5/3 l0yr 6/6+5/1 Blocky Weak Friabte
Depth to Restrictive layer: 1.67 fk
Depth to standing water table: not eneountered
Other comments:
MSTS
Kimball,MN 55353
Phone: (320)398-2705 Fax:(320)398-2075
W
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_LER'S SEWAGE TREATMENT SOLUTIONS PROPERTY LOCATION
- division of WRM Services lnc. 1330 County Road #6, Long Lake, Part .Sept�C SyBtelY1 S�t6
y o uf SE 1/4 of Section 26, Township
BOX 458 Kimball, MN 55353 118, Range 23, Hennepin County, DATE JOB N0. S
� _ ZO) 398-2705 ceil (320) 980-1737 Minnesota. $�2�/Q7 2007'7.�i 1
PROPOSED RETAINING WALL
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.¢,0.�. CITY of ORONO
0.:,:�_ O t ON SITE SEPTIC SYSTEM DESIGN & INSPECTION
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9kESH04' 952-249-4600 Fax 952-249-4616
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1NSPECT/ON NOTICE SCHEDULED �1� 2-� �
PERMIT NO. I I���� COMPLETED
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ADnRE�S � ��
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❑ SITE INSPECTION C EXCAV./GRADING/FILUNG � SEWER CERTIFICATION
O SEPTIC INSTALL ❑ REINSPECTION � SITE ASSESSMENT
❑ SEPTIC FINAL ❑ COMPLAINT ❑
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� ❑ INSPECTION REDUIRED.CALL TO ARRANGE ACCESS.
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'�ITY G��=ORONO CALLED I�j � � —14�, --�—�., �
:NSPECTION N T CE SCHEDULEb� �
PERMIT NO. 3 �� COMPL.�TED
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� DESCRIPTION .I G I ���'
l� 01 FOOTING 11 MECHANICAL R 18 EXCAV/GRADiNG/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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O 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 OEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 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/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:�YES_NO
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W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
� ❑CORRECT WORK 8 PROCEED '-": ISSUE CERTIFICATE OF OCCUPANCY
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O U CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN
INSPECTOR W4LL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for th next inspection 24 hours in advance. (952� 249-4600
OwnerlContr r n site:
Inspector_
White Copyllnspec r's File Canary Copy/Site Notice