HomeMy WebLinkAbout2008-00175 - new septic , , CITY OF ORONO PERMIT NO.: 2oos-oo��s
2750 KELLEY PARKWAY
ORONO,MN 55356- DATE ISSUED: 08/29/2008
- 952 249-4600 FAX: 952 249-4616
ADDRESS : 259 HOLLANDER RD
PIN : 25-118-23-43-0017
LEGAL DESC : HOLLY ACRES
,� : LOT 004 BLOCK 002
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
APPLICANT SEPTIC NEW 100.00
HAYES&SONS EXC. INC. STATE SURCHARGE SEPTIC 0.50
263 82ND STREET S.E. TOTAL 100.50
MONTROSE,MN 55303
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Minnesota State License#: 640
OWNER
PIERCE,STEVEN&KATHERINE
259 HOLLANDER RD
WAYZATA,MN 55391
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved pla�s and specifications,applicable Ciry approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming 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 consWction 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
requested in conformance with the State Building Code.This permit may be
revoked at time for due cause.
lZr l a� �i � � �
Applicant Pe ee Signature Date Iss By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DE RIB ABOVE.
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CTI'Y OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway) �' ��,�--
Crystal Bay,Mn 55323
13 �53
JOB SITE ADDRESS p� � � ��U ��C�Gt Cx-C v /�-C% . .
Occupancy Type: Residential � Commercial Other
Permit Type: New or Replacement System $100.00 ���
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: ���e � ;erC 2 Phone Number: �'S Z � �� �- ��`�y
Mailing Address: Z,-� f-�,jlc,K�C�- /"� City: Q�cz1v Zip:
Contractor's Name: (-��,,�5 �-S�S Phone Number:_1�f-y7y-/�6z-
Mailing Address: Z�6 j� S�r 5� City:�n�'�.� Zip: s'�3 F>�
*** DO NOT MA1L 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 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 MPCA Installers License shall be present during a11 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
bo
1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
� 2 I will be installin the followin : ��1�5��� - n` �' ''� Zoo3
. g g U� �
A Tanks: �ecast Concrete Other Manufacturer
Tank Capacities: 1) gal. 2) gal 3) gal
B. Pump Station(if required)
Pump make&model v.,� (attach pump curve&
literature); system design requires � C� gpm at /3 feet of head.
High water alarm make&model��/��L„r . Outside
electrical work to be completed by �%�ristaller electrician other.
C. Trea ent Sy .
Tr ches: s.f. � Mound
Dep rock below pipe " Rock bed dimension�0 ' x 63 '
Drop oxes Sand bed dimensions�' x 7�'
Distribution Box Pressure Dist. Pipe Diam. Z— "
Manifold Pipe Diam. Z °
D. Final Cover/Topsoil to be: bonowed 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.,a.nd certifies that all statements made on this application are complete,true and correct.
Signature ofApplicant 'e S Date: � �r�
MPCA License No. � `C�J
-------------------------------------------------- ---------------------------------------------------------------------
Staff Review: Approval Denial
Reviewer: /�5�11� Date•(�' 1 U 'U�
Reason for DeniaL•
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�SYSTfAN 1S DESf�NED FOR
+�7RON0 C�P'�' � BEDROOA�S. AJ�NVCREASf 1N NUMBER
0�8EDR04M5#�VAUDATES TNIS D�SiGN,
SERVICES
Swedlund Septic Services, Inc.
������� � Perc Test
3E�TIC P �tEi�
INSPECTO Soil Boring
DAT - - pE�pY'� ORONp COPY
APPItO�A$SiJp�t(7TLp
�J APPRQVRD WiTH CORR$C1?pAP!Af Np'f!p � Design
[] NOT AttROVEp-CORAECT!R88i18MiT
Theso eommems u�f��ta�matla�, AU wrlt sl�!!ie d�r
in fail compliaaae witl�dl Rpplieabie�epHt p�!mainj cod�, ❑ Installation Estimate
Requirements including itema not specificaity noted!n this itvi�w.
K F GP THIS PLAN SET ON StTE AT ALG TIMG9
Prepared For:
C,K.�.
a�
�rr��,o , �� �S�ql
S� r ,��3 - 0�3�- �,���<
Site Address:
�Q�
Q�`�Na COPY
` State Certified
25648 200th Street • Belle Plaine, MN 56011 • 952-873-3292
.
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SEPTIC SYSTEM DESIGN �
�
Date
� � SERVICES
OwnerBuilder
Address � !�
Site Address �,`�
Home Phone Q�S�,2- .��3"(���Work Phone Cell Phone
The following information has been compiled for a single family home:
Bedrooms_�GPD_���Garbage Disposal_�1�Lift Pump in Basement ��
Septic Tank Capacity��S- Pump Tank Capacity ���
� �c i s-��� ��
System Type: Mound �� Trench
Distribution: Gravity Pressure _� Land Slope
/
� ��
Depth to Restricted Layer � .7S Soil sizing factor ��� Perc Rate
Trench System: Drainfield Size/Sq. Ft. Lineal Ft.
SB2 Number of Laterals Rock(Tons)
Rock Width Max Trench Depth Width
Mound System: Rock Bed ��3 Sand Layer 3�-,� x �
Upslope g i � Downslope �,� Sideslope � 3
Sand Depth t , a� Topsoil on Site�T71N(�Q� Trucked in �,es
Sand (Tons)� Rock (Tons) � Topsoil (Tons) v��t�
Pump Manufacturer: ��-jv,� l Z 0 V�l��
Requirements:
GPM �� �J Head �,
� �r
Force Main Length �� Diameter _�_
Number of Laterals �J Length �p
� 1
25648 200th Street • Belle Plaine, MN 56011 • 952-873-3292
:STATE`CERTIFI�D�'� ' ,";`,� '
Svstem Specifications
Existing tanks & pump to be inspected and re-used if OK
There are 2 — 4" PVC, 1 — 4" D.T., & 1 - 10" PVC drain pipes that will
need to be extended under new mound and day lighted beyond the down
slope edge. The drain tile will need to be solid PVC all the way across
the mound to prevent effluent from being transported out of the mound.
Pump Tank:
• Plumbing shall be run up into riser and back down with a 1/4"
drain back hole.
• Floats are to be installed on a float tree, separate from the
piping connected to the pump.
• A 2.5" Electrical conduit is to be used.
• The 2" force main sha11 be sleeved with 4" sch 40 and sealed
with 4x2 Fernco, from the pump tank to original soil.
A "Zabel" PDS-PF-1.5/2.0 Pressure Filter or a "Sim-tech" Pressure
Filter is to be installed in the supply line in the pump chamber, and to be
easily accessible from the ground surface for cleaning. (The pump alarm
will sound when this filter clogs)
If a "Pressure Filter" is not best suited an "Effluent Filter" may be
insta.11ed on the outlet of the second tank. This will require a filter alarm
or an annual cleaning program.
Plastic bolt down manhole covers are to be used and left at grade level
for maint�nance access.
Blowout valves are to be installed on the end of all pressurized laterals.
These will need to be in a protective housing and accessible from
surface grade.
Pressure rate glue joint fittings must be used.
No Fernco's will be used in pressure lines.
If the septic tanks are less than 3' deep the covers are to be insulated
with 2" hi -densitv foam
� � Swedlund Septic Services, Inc. �
25648-200�' Street•Belle Plaine,MN 56011
952-873-3292
� Josh J. Swedlund Lic. #2502
*
Date:
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Mound Design Worksheet (For flows up to 1200 gpd)
All boxed�ectangles must be eMered,the rest wil!be calculated. Ar 1;&�a�d Sewope Howc in Galan Per DaY
A. FLOW
Estimated 750 gpd(see figwe A-1) "ur '�°
or measured x 1.s(safery fac�or>= 0 9� be�oom� Cf�oa� aa�s u aaas�u aacs�v
2 300 225 180 60%
B. SEPTIC TANK LIQUID VOLUME3 3 150 300 218 of 1he
Septic tank capacity 2250 galions(see figu►+a G1) 4 600 315 256 val,es
5 750 450 294 h the
C. SOILS(Site evaluation data) 6 900 525 332 Go�I,
1. Depth to restricting layer= 1.75 feet 1 IOSO 600 370 �,a NI
2. Depth of percolation tssts= 12 inches 8 1200 675 �08 cdurns.
3. Te�cture sil loam
4. Soit loading rate(see F'gure D-33 0.5 gpol ft
Percolation rate 35 MPI
5. 96 Land Slope 6 % D-33: Abrorptbn Wl�h Slzlde Tabk
Percolatioo R�tc l.o�din�Rate
C-1: Se k Tapk cides(in alloas) '°M��.. s�r� c.►� ,w�«�oo
Number of Minimum Liquid Liquid capadty with Vquid capecity P.�«�s M�� �.zo �.00
Bedrooms Capaary g�g��g� w�th disposal& ,,�.s,,,�
lift iaside
2orless 750 1125 lSpp siw�s s�u o:so z�o
3 or� 1000 1500 200p aa w 6o ayp�� o.as 2 s�
S a 6 1500 2250 �
7,S or 9 2000 3000 6�w i xo sv�y cx.y o.z, s.00
�nna c�y
o.rer w�c� •
. . �ayww arare far Wu�r aoi4 nw M orr w prfoara�q
D. ROCK LAYER DIMENSIONS
1. Multiply average design i�w(A)by 0.83 to obtain required area of rodc layer:Item A x 0.83=
750 gpd x 0.83 fl�gpd= 622.5 ft�
2. Determine rodc layer width =0.83 ft�/gpd x Linear Loadin Rate(LLR)(see LLR chart)
0.83 ft/gpd X 12 = 10.0 ft
LLR Chart
Pe�ic Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rodc layer=area divided by width=
622.5 fl� / • 10 feet= 62.5 feet
E. ROCK VOLUME
1, Multiply rock area by rodc depth to get cubic feet of rodc
622.5 X 1 ft= 622.5 ft3
2. Divide fC�by 27 fC�lyd3 to get cubic y8rds
622.5 ft� / 27 = 23.1 yd3
3. Multiply cubic yards by 1.4 to get weight of rodc in tons;
23.1 yd3 X 1.4 toNyd3 = 32.3 tons
F. ABSORPTfON WIDTH
1. tion width uals absorption ratio(see Figure D-33j times rodc layer width
2.4 x 10.0 ft = 24.0 R
G. MOUND SLOPE WIDTH�LENGTH(Greaterthan 1X)
1. Downsbpe absorption width=absorption widlh minus rodc layer width
24 feet - 10 feet= 14 feet
2. Cak;ulafie rrround size
UPSLOPE
a,Determine depth of dean sand at upslope edge of rodc layer=3 feet minus distance to reshicting layer(C1)
3 ft - 1.75 ft= 1.25 feet
b.Mound height at the upslope edge of rodc layer=depth of de�sand for separat�n(G2a)
at upslope edge plus depth of rock layer(1 foot)fi�depth of oover(1�oot)
1.25 R+1 ft+1 ft= 3.25 feet
c.Upslope berm multiplie�based on land see figure D-34)
Select berm multiplier of 2.54
d.Upslope width=be�m multlplier(G2c)tnnes upslope mound height(G2bj:
2.54 x 3.25 ft = 8.3 feet
a3l: SLOPB MULTIPL[ER TABLfi
�na cnsuor� - oowNsi.orE
Slo mW dpllms for variow mu11ipIien far varioua
ln� slope ra�ioa slepe raKw
•� �• s• s-� :� r
0 3A 1A SA 6d 7A 6.0 3A 9.0 SA 6A TA
1 2 97 3,�B 1Ji Sfi6 6.84 7.41 3�09 9.17 6.26 6J6 T.53
2 2d3 3.T0 i.54 5.36 6.1� 6.90 3.19 436 S.S6 6,b2 s.l�
3 2.75 3.57 �.36 SAS S.T9 6.�15 330 is4 5.� 932 i,6
4 2.6b 3.�6 4.17 4bi SA6 iA6 3A1 9.76 6.�5 7.�'9 l.72
5 2b1 333 4.OU 4.62 5.79 5.71 353 SJ00 6�67 837 10.77
6 2.Si 3.23 S.l6 441 493 SA1 3.66 526 7.14 9�b 12,07
7 2A6 3.12 3�0 9.?3 4.70 5.13 Sd0 S3� 7b9 1034 13.73
B 2.��2 3.03 3,57 4.06 9A9 4.Ds 3.% S.l6 s33 1154 15.91
9 7,.36 2.9/ 3A6 3.90 430 4.66 4.11 6.25 9.09 13.04 111.92
10 231 2� 333 3.75 9.12 �I.i4 9.29 `.i67 10A0 15,06 2433
lt 2.2ti Z.?8 323 3dil 3.95 4.26 4+t�6 7.1� 11.11 17�66 30�3
12 221 2.70 3.12 3.49 3.80 9.OB A.69 7.69 12.50 Zl:l; 43.75
DOWNSLOPE
e.Drop in elevation=rodc layer width(D2)�mes peroent landslope(C5)/100
10 ft x 6 �6 /100= 0.6 feet
f.Downslope mound height=dep�of dean s�d for slope differenoe(G2e)
at downsbpe rodc edge plus 1he mound height at the upsbpe edge of rodt layer(2b)
0.60 ft + 3.25 R= 3.8 feet
g.Downslope berm multiplier based on perc;ent land sbpe(see F'gure D-34) 5.26
h.Downslope width=downsiope multipifer(G2g)tlmes downsiope mound height(G2�
5.26 x 3.8 = 20.2 feet
i.Select greater of G1 and G2h as the downslope width 20.2 feet
j.Total mound width is the sum of upsiope(G2d)width plus rodc layer widlh(D2)pius downslope width(G2i)
8.3 R+ 10.0 ft+ 20.2 ft= 38.5 feet
k.Total mound leng�is the sum of upslope width(G2d)plus rodc layer length(D3)
plus upslope width(G2d)
8.3 ft + 62.5 ft+ 8.3 ft= 79.0 ft
Fina!Dimensions 38.5 ft x 79.0 ft
La.ndslope > 1% slope
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'Iiotai L.et�gth(G2k) �9 ft
PRESSURE DISTRIBUTION SYSTEM - Trenches
Ceotexdle fwbnc
R 1�10� QY d�f
AU boxed►ectangbs must ba entsreal,dhe mst wAl be ca�Watsd. a-or.�k
PerE 9iziryj 7/16^-�ia..
Porf 9pwc ng 7.5'-S'
1. Select number of perforated laterals: 03
2. Select perforation spacing= 03 ft Er�,,,�,,,,,,,,�,o,,,,�,.,ti,„�.,a,,,�,,P.,b,�,,,
�a�.a a a�rar+i..aox a.�nQo.�e.w�r�
3. Since perForations should not be placed closer that 1 foot to �
the edge of the rock layer(see diagram), subtract 2 feet from o
the rock la er len th z.s e ,4 ,e �e
63 -2 ft= 61 ft s.o 8 13 n �a
rock layer length '.' ' 12 16 �
ao � n is n
5.0 6 10 14 22
4 Determine the number of spaces between perforations.
Divide the length (3)by perForation spacing (2)and round down to nearest whole number.
Perforation spacing= 61 ft/ 3 ft= 20 spaces
5. Number of perforations is equal to one plus the number of perForation spaces(4).
'Check figure E-4 to assure the number of pefi�rations per lateral guarantees
< 10%discharg�e variation.
20 spaces+ 1 = 21 pertorations/lateral
6. A..Total number of pertorations=pertorations per lateral(5)times number of laterals(1).
21 perfs/lat x 3 laterals= 63 perforations
E-6: Perfcroiion�Iccharpe in flpm
B. Calculate the square footage per pertoration.
Should be 6-10 sqft/perf. Does not apply to at-grades. P�to�a��diameter
1. Rock bed area= rock width (ft)x rodc length(ft) ��t� J16 7/32 1/4
10 ft x 63 ft= 630 ft� 1.pa 0.18 0.42 0.56 0.74
2. Square foot per perforation = Rock Bed Area/number of perts(6)
630.0 ft/ 63 perfs = 10.0 ft2/perf 2•ob o.26 0.59 O.so t.oa
5.0 0.41 0.94 1.26 1.65
7. Determine required flow rate by multiplying the total number a Ute 1.0�mt tor arr,qe-rurcir�h��rnc,s.
of perforations(6A)by flow per rforations(see figure E�) n z. r ,r << � rn� ��.
63 perfs x 0.56 gpm/perfs= 35.3 gpm
8. If laterals are connected to header pipe as shown ��=�«•���°������ � �
in Figure E-1, to sel�ct minimum required lateral J � cµ m��4
oro�Y �`' �'�l~ � ��"'�L/�
diameter, enter figure E-4 with perforation spacing(2)and �-=--'�' -=��^.
number of perForations per lateral(5). ,�= ��! ,'��
��-- ,vy,�a,��.,����,
ui r.�cn i�:,m,o•s.�c _�
Rpur�E-1:ManMold looaNtl d End ef i1nNm
Select minimum diameter for perforated laterals= Qinches
9. If pe�forated lateral system is attached to manifold pipe �FxM�� -=���°�
near the center, like Figure E-2, perforated lateral length (3) � ����� � _�'
.�--=�- � -
�-�-�"�\"�„=.`==' __.
and number of perforations per lateral(5)will be approximately fy�- ��----
one half of that in ste 8. Usin these values, select �'-� =���
P 9 � ``�--�;�.v:�:,:.�,.r
�'.- _- �=",�m�,,.�
minimum diameter for perforated lateral= 02 inches. __- �
�.;,,.. �.,.�
I he� cert' t I hav pleted this work in accordance with all applicable or 'nan s, rules and laws.
(signature) �J U� (license#) (date)
� � � DOSING CHAMBER SIZING
Al/boxed rectargles must be eMered,the rest wiH be cakwlated. W idth
1. De�errnine area
A. Rectangle area=L x W
� ft x �ft = 0 ft Length
B. Cirde area=3.14 x radius2
3.14 x Z ft = 0.0 it�
C. Get area from m�ufacture it� Radiu
2. Cak,ulate gaibns per inch
There are 7.5 gallons per cubic foot of volume,tl�efore muttiply the area(1A,B or C)
times ihe conve�sion factor and divide by 12 inches per foot�O c�iculahe gaaon per inch.
Surface area x 7.5/12= 0 ft x 7.5 I 12inlft = 27 galbn per inch L@gal Tank:
500 gailons or
3. C�culate fiotal tank volume 100yL the daily flow
A. Depth from bottom of inlet pipe�tank bottom 47 in or Altemating Pumps
B. Totai tank volume=deplfi irom bottom of iniet pipe b tank bottom(3A)x gaUm(2) k�:&r�w s.�o•r�.ti c�,�P.ow
= 47 in x '27 g�n = 1269.0 galbns �n �� ��i ���i ��v
4. Ca�ulate gallons to cover pump(with 2-3 inches of water coverin9 P�mP� 9 � � 'sa o+�in.
(Pump�d blodc he' t+2 inches)x galbn per inch 5 ,� � � �°�
( 12 + 2 in) x 27 g�n = 378.0 galbns 6 voo s�s �s2 a��.
� io6o aoo a�o M.«u
a �20o a�s 4oa caum,�.
5. Ca�ulate totai pumpout volume
A. Select mp size for 4-5 doses day. GaAon per dose=9Pd(see F'gure A-1)I doses per day=
750 gpd / �doseslday = 150 gallons
B. Ca�ulate drainbadc
1. Detertnine total pipe length 50.0 ft �
2. Debrtnine liquid volume of pipe, 0.17 gaUft(see figure E-20)
3. Drainbadc quantlty= 50.0 ft(5B1) x 0.17 gaVft(562) 8.5 v E-20: Volume ot Li uid in Pi
C. Totel pump out volume=dose volume(5A)+drainbadc(563) Pipe,Diameter Gallons per foot
150 gaAais+ 8.5 galbns= 158.5 1 0.0�.5
1.25 o.o7s
6. Cala,late float separation distance(using total pumpout volume) a o.i�
Total pumpout volume(5C)/gaUxu;h(2) 2.5 025
158.5 gal / 27 g�n = 5.9 inch 4 0�
7. Cak;ulate volume fa'alarm(typic�lly 2-3 inches
Alarm depth(inch) x g�b�nch(2) = 3 in x 27 g�n = 81 gal
8. Ca�ulate totai gallons=gaibns over P��4)+9��P���5C)+galbns alartn(7)
378.0 gal + 158.5 gal + 81 gal = 617.5 gal
9. Total tank depth=total gallons(8)I gaUoN'u►(2) H
ine� «. � .. f.�..«,
617.5 galbns I 27 galfin = 22.9 �,;� ., :
� esarve copocitv
�€ .� oi�imon
Re0omrt1e11ded €° _ _« --c,�nnc�
CalCulate reserve�aPaCitY(75%of the daily flow) PvnK,ou�va�e'�.---- .•-- --`�p np on
Dai flow x 0.75 = 750 x 0.75= 562.5 albns p���,��11 �� corrtra
. �
confrd� �.
�f18f8 �l fl �115 W�(Ifl 8C00(f�811C@ WI�18N��IC��@ Of(�I�I�Sr�U�9S �8
(signature) (lic:ense#) (date)
PUMP SELECTION PROCEDURE
,v�boXed►�dan9�es►nust be entersd,tne resr wru be ca�cu�ated.
1. Determine pump capacity:
A. Gravfty DistrWulion
1.Minimum required discharge is 10 gpm
2.Maximum suggested discharge is 45 gpm
For other establishments at least 109L grea�er tl�an the water
supply r�e,but no faster than the rate at which�flt�nt will flow
out of the disUibution device.
B. Pressure Distribudon-sse pressure design waksheet sai��eofine�,r svs+em
&p �i , narge
Selected Pump Capacily: 35.3 gpm totai Wc,e
tengt
inlel 2A.elevotio�
2. Determine head requirements: �;� difierence
-- ----- -- - �
A. Elevatbn differenoe betrveen pump and point ot dfsch�ge. _................ ..
t_Jf� � •-----•---•--••-•-------••- --.....
B. Speci�head requirement?(See F'�gure-Speci�Hesd Requiremer►ts)
�f� S d�Head Re uirements
Gravity Distribu6on Ok
C. Friction loss Pressure Distributiai 5ft
1. Select pipe diarneter �in
2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1) q: �� In Ic pe
Read fic�ion loss in feet 100 feet from Figure E-9 p�1 pp�1
Friction bss= 2.06 ft/100 ft of ppe ��
dpe dameler
3.Determine total pipe length from pump discharge to soil system discharge point. 1�� 1.5' 2' 3'
Estfmate by adding 25 percent to pipe length for fitting loss.
�E uivalent length tlmes 1.25=tot�pipe length � 2,47 0.73 0.11
ft x 1.25= 62.5 fe� ' •.�:���'��'�:t3:'?3 '��".}:�)>l� �;`D:.I6`'
30 5.23 1,55 0.23
4.Calculate total friction loss by multiplying fiction loss(C2) � 6•� 2•a' 0.30
by the equivalent pipe length(C3)�d divide by 100. :� �r:'�r�. :�r�1 � ;��� 0.39'�:
FL= 206 ith00ft X 62.5 ft / 10� 1.3 fe� � 11•07 3.28 0.48
50 13.46 3,94 0.58
56�,�.�.�w:��. -`:l"�'� '.�l:76 �;r:Q.;70�
D. Total head requi�nent is the sum of elev�lon differenoe(A),special � 5.6p 0.82
head requirentents(B),and total fric�ion bss(C4). b5 6.48 0,95
6 ft + 5 ft + 1.3 ft
70 7,44 1.09
Total Head: 12.3 feet
3. Pump Selectfon •
1.A pump must be selected to deliver at least� 35.3 9Pm(1A or B)
with at least 123 fe�of tdal head 2D.
I hereby have e thia wak in aooadance with ail applicable adinances,rules�d I .
signature) l/� (license#) ` � (date)
LOGS OF SOIL BORINGS
Location of Project
Borings made by JOSH J. SWEDLUND Date
Classification System: ❑ AASHO � USDA-SCS ❑ Unified ❑ Other
Auger used (check iwo): [�Hand ❑ or Power, ❑ Flight �or Bucket; ❑ Other
Depth, Boring Number � f Depth, Boring Number J �
in feet Surface Elevation ��� in feet Surface Elevation f 0.�
o �0 `� a 1p
'' � �n ��m-
,� a �- �►1�" Laa.►�- �
,, ��
, - t �.►�(
2 ��� �aQY1�
� � � �.
3 - 3 -
4 - 4 -
5 - 5 -
6 - 6 -
7 - 7 -
End of boring at �� feet. End of boring at a feet.
Standing water table: Standing water table:
❑ Present at feet of depth, ❑ Present at feet of depth,
hours after boring. hours after boring.
� Not present in boring hole. Not present in baring hole.
� �
Mottled Soil: r� Mottled Soil:
[� Observed at�_feet of depth. ❑ Observed at feet of depth.
❑ Not present in boring hole. Not present in boring hole.
, r
Date PERC TEST BY JOSH J. SWEDLUND
�r
Location Hole#�_ Depth�
Soil Depth L.=.�,� TextureJ/���
Depth of Initial 1 /f
Water Filling I
Perc Test starting Time and Date: Time / � � � Date �
Time Intervals Drop in Inches Perc Rate
�, 3 0 ,�c � 3 �o
9.� . 3
, �,
Date � PERC TEST BY JOSH J. SWEDLUND
.�
Location Hole# Depth�_
Soil Depth �f Texture �I�'� G�OG{./��
pepth of Initial �� ��
Water Filli g
Perc Test starting Time and Date: Time % 3C/ Date
Time Intervals Drop in Inches Perc Rate
� 30 � 3 3�
�!�O /77 r � �/
�0: r�t � � 3�
Date PERC TEST BY JOSH J. SWEDLUND
Location Hole# Depth
Soil Depth Texture
Depth of Initial
Water Filling
Perc Test starting Time and Date: Time Date
Time Intervals Drop in Inches Perc Rate
DAT TIME �
CITY OF ORONO CALLED IN ��Z
INSPECTION Iy�TI E�l7SSCHEDUIED �-� ��
PERMIT NO. o� COMPLETED
ADDRESS
OWNER CONTR. /�l,t.G�
TELEPHONE NO. �loZ"��- 9�SS�
� DESCRIPTION /�'� ��
� ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORENVETLANDS
y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
O ❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
? ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
c�., COMMENTS:
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� �/ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE
W ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY
V BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WFLL REfURN
�STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952) 249-46��
OwnerlConVactor on site:
Inspector. . �
White Copyll�spector's File Canary CopylSite Notice