HomeMy WebLinkAbout2006-P09892 - new septic PERMIT
CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: P09892
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued:
6/6/2006
SITE ADDRESS: 4100 Watertown Rd Unit#
Maple Plain,MN 55359
PID: 31-118-23-14-0011
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Septic
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: Patnode Bros OWNER:
23200 109th Ave
Rogers,MN 55374
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.
( (/t,/,/ - <_ 6 %
APPLICANT PERMITEE SIGNATURE rSSUED BY SIGNATURE
Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, I-Assessing,(If Septic, 1-Septic) Page 1
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CITY OF ORONO SEPTIC SYSTEM PERIVIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS 14100 VI OVJ
Occupancy Type: Residential )( Commercial Other
Permit Type: New or Replacement System $100.00 X
Repair Existing System S 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
014- 310 • 74,96 cei/
Owner's Name: K-1M/,JO R rotIxTr Phone Number: c151-.4-hp ` 9390 / •
Mailing Address: 1-110 P WA-TS 1 ) 1J i'Q City:MAfli t1,/ Zip: 55 359
Contractor's Name: Torts PAT Nc b i1 Phone Number: 703 7...s?.7 3 93
Mailing Address: 23 a joci711- City: Q06 Zip: 5 5374
** 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 Installers License.
3. All work must be done in accordance with the approved ser (fie A corts
are not considered approved unless accompanied by th �� C tem
Approval" cover sheet signed by the City Inspector.
;O -V/A C 4-e rS
4. The following inspections will be required for all septic s1 tv
A. Pre-installation site inspection to include inspector, in
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 NffiCA Installers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
V
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
AI1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installincr the following:
A. Tanks: %recast Concrete Other Manufacturer EU S
Tank Capacities: 1) rz 50 gal. 2) /o0Ogal 3) 12SO 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 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 all statements ade on this application are complete,true and correct.
ter.-<
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SignatureofApplicant /-� •"1112111 Date: 6 6OC
1VIPCA License No. _ "� `3
,-
Staff Review: Approval Denial
Reviewer: 4j,®� �/ Date: Y'(
Reason for Denial:
S-P TESTING, INC. Steven B. Schirmers PCA Cert ON . 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763)-497-5011
State License #394
e u S-e
Al
CITY OF ORONO
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l4F.FTIC PERM June 22, 2006 INSPEEToa4 /.�- ,10.-
DATE .-- !,;. RMIT NO.•,�,�,,,N,
R! APPRO .D AS WRMITTED
MI APPROVED WITH CORRECTIONS AS No
Kim Puckett MI NOT APPROVED-CORRECT A RESUBMIT
?hese comments are for your information. Ali wort slid shdtiNidelli
4100 Watertown Rd. is MI cwmplaneo with all applicable septic amd toeing coda
Requirements including Items Rot specifically motodatWaisvi
Orono, Henn. Co., MN
Mt!>iRdl M.A�1>i1 T tilt NIS 41�ALlr TWO
This site has an existing system which will be abandoned. The existing tanks will also
be abandoned & new tanks installed.
This on-site sewage treatment system is designed for a Type 1, 5 bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are a clay loam. The seasonally saturated soils were located at
24" & 34" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound
System will need to be installed to treat septic effluent. The bottom of the rock must be
located at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate of 40.0 mpi.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A warning device must be installed with a light
and sound device, this is in case of a pump failure.
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the rock and sand fill
material are clean. The sod layer below the entire mounded area must be turned over,
just break up the sod, be sure not to over work.
1
All neighboring wells are located greater than 100' away from the proposed treatment
area.
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.
Steven B. Schirmers
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t Note: 71:s system is to be coRstnicted to meet
the Minnesota Pollution Cocerot A„ cy
I Chapter 7080 & Local Ordinance
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g 4 e_,, i Check all underground utilities
osc i RCPER7Y OF: Q
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�x,s�,1I Designed By 1, '`-
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s.N* 1%7i `„ate ''Y� 1 a.5..c,4 ioeo 5a,y, Dose:L I.L. Pt{763 -497-3566
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SET- BACKS 1. - ` . 1 10 ,k A 1
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HOUSE System must be: •,
Tank moo' from property ries • X - SFtst'i r-)‘...1 ..eiStd'-. wNb-
sfl' from w4lts
22 from bldgs.
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itri Treatment area =.from takes, -1 streams
Treatment area .122 from
property lines NdlEt Pyr supply and sv�nlches mst be located in a
riplve ? u0• ?%.4- • Lal'from we s�`fii"' weather proof enclosure outside the puriping chamber and manhole
6At eALt-12.+,.A. all 2-'from bldgs.
3Um- L'from treesy SOIL. BORING- :ELEVATIONS
Wait.
t(—y l
m'n- TH."I EL.=.lL2 '1' 'r IP,-1 aro,.to
— . �rd1a. 9rode r..)r..) %TH.`2EL.-11�. } -0,4"?..At- 1 au, -
-fo.'‘/A\- si4f,t... 31/ Tank Tonk 31 5 PRESSURE
� t - K3A- taa,3
\_.} ..‘ .., y`,viA. ;,;..5S �� MOUND SYSTEM
Drop to Tank /aSJ9! t<s v.,,t Ht TH,74 EL-
win.i"io
&Eis1‘.......pun.yping• ITC5 EL,
Mox.i"to 4' ' Y--c4 -C' AY-s ‘-‘'Av:-ocsJ Chamber 1 . (.9.3..! ELEVATION of PROPOSED R,JMPWG
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.�106"dra. CHAMBER-93•Sv� erg.,'>, , X4.0
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SYSTEM DESIGN -MOUND o co 01-3 i.4-'1 - SQ S= 5 Vs='s � -(0'4 0 `• 'i " e€3).'.4.-,
TYPE,-_ ,-...5...QOM, Awoge percobfon rote 40.0 minfinch(design.83sgft treatment area per got of daply sewogr.flaw) AJ;.
' gd./doy x.83sgft/gd. sq.ft.of treatment area+10%.= --sq ft. (•10ftwtdth=. .ft.tength of bed area Pside slope run.�..kr t x41.4 he'll:: `i 0 ftx a ftbbmarea needed?Nei
aeon rock needed- sq.fl,i4•eotrnc t ores xZ2_depth of rock= L cu.ft 4-27= cu.yds(3/4'to 2 VI da..,i eludes 2"of rock above pipe) tat.ye.. sata-z) v •et-c\.� ) 4U-,
" ii t�>✓1r_cs.�.fis_s2:.'AO -fo -foV,on., - - ”.5d G+3.K�fS
-��� Clean fry beto>ir rock needed a a0 cc�yds. approx. , sir ban back f� �� aryls,appcoa.:, topsol 6 Qu.yd:-�° "
WASNko • - --1 `o i =:Y1f11 -)
Number of tanks required_3—, 1st hamlet z c2 got,2nd iciatt galniainira ails m e•?--
Puirtp7ng chamber copocity-2570 of daily sewage flow of.X50 got,=t. gd+reserve stroge of .15 0ga l/BR got. pipe bock drainage-- PROPERTY OF: V-1144 G 1L 'S--
of• 1` .got./10Obit.of .dm supply pipe, im.ft needed 3 to S- , �gol+manifold._/1. 91/10051.ft of D•rda.pipe,f:lftneeded 7, ?gal. ,410 D liu -s, .c.o,, : ; •-'v,
total c4pocity neededaro gd(Plus area for PSP) is'e-rnr». l a.. () w+l,c t f. OV-03-- 0 IVA it 1 . c o.
Distribution pipeI dla., 1't6 to ft, tom`' -+da. PerforationsZoport
Pump size }L hp. (pumpoble copocity a Io got.4kyles/day) . Co t ! . •o -r- �,,,,s . ‘415,,,,,, ____ 4,2 gat) tnt». • + $—p • EST/NG /NC
Note: When constructingbed -- this area shout;t be shaped Note: Distonce from treatment oreo to neighboring welts- I ; d g s. !_ --.-..:-.�
+ t Designed y
to divert ran-off from entering' treatment area. !.1•'4- l -'S k-" i00 ' /
Dote=.fie%/ , PH. 612-497-3566
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MOUND DESIGN WORK SHEET(For Flows up to 1200 gpd)
A. Average Design FLOW A-1: Estimated Sewage Flows in Gallons per Day
number of
Estimated 250 gpd (see figure A-1) bedrooms Class I Class II Class Ill Class IV
or measured — x 1.5 (safety factor) = -- gpd 23 300 20 25 218 225 ohne
4 600 375 256 values
B. SEPTIC TANK Capacity 5 750 450 294 in the
6 900 525 332 Class I,
1tJc 1 000 gallons (see figure C-1) 7 1050 600 370 oral
8 1200 675 408 columns,
C. SOILS (refer to site evaluation) Gl: Septic Tank Capacities(in gallons)
Liquid capacity
Number of Minimum Liquid Liquid capacity with with disposal&
1. Depth to restricting layer = a-o 8- 4 feet
Bedrooms Capacity garbage disposal lift inside
2. Depth of percolation tests = 1' 0 feet 2 or less 750 1125 1500
3. Texture IA-> ' 1-00 vvi 3 or 4 1000 1500 2000
5 or 6 1500 2250 3000
Percolation rate ii o• o mpi 7,8 or 9 2000 3000 4000
4. Soil loading rate .4 gpd/sqft(see figure D-33)
5. Percent land slope '') 0/0
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow (A) by 0.83 to obtain required rock layer area.
0 6/0 gpd x 0.83 sqft/gpd = Co a`),, sqft
2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate (LLR
0.83 sqft/gpd x /a. gpd/sqft = /O ft Mound LLR
3. Length of rock layer = area =width =
((,:) ,,> sqft (D1) _ /0 ft (D2) = (a-t ft < 120 M PI < 12
E. ROCK VOLUME J 120 MPI < 6
1. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock
C..7D c), sqft x 1 ft = Cc") D cuft
2. Divide cuft by 27 cuft/cuyd to get cubic yards
C,9D cuft =27 cuyd/cuft = c1 , cuyd
3. Multiply cubic yards by 1.4 to get weight of rock in tons
0.'`,.,) cuyd x 1.4 ton/cuyd = R: tons
D-33: Absorption Width Sizing Table
F. SEWAGE ABSORPTION WIDTH Percolation Rate Loading Rate
in Minutes per Soil Texture Gallons Absorption
inch per day per Ratio
(MPI) square foot
Faster than 5 Coarse Sand 1.20 1.00
Medium Sand
Absorption width equals absorption ratio (See Figure D-33) F�Sot an
times rock layer width (D2) L6 to 15 Sandy Loam 0 60 1 50
l6 to 30 Loam 0.60 2.00
31 to 45 Silt Loam 0.50 2.40
Silt
-,,),.ll7 r'.) x /0 ft = r (.-. ,) ft 46 to 60 Sandy Clay Loam 0.45 2.67
Silty Clay Loam
flay Loam
61 to 120 Silty Clay 0.24 5.00
Sandy Clay
clay
Slower than 120"
•System designed for these roils mut be other or performance
G. MOUND SLOPE WIDTH & LENGTH Landslope > 1% slope
(landslope greater than 1%)
.,,t
„,,5-„,i,,,,,2,„.14
r. over]
W,A, 4
1. Downslope absorption width = absorption width (F) ' ° =�a qee' � 4 `
s,s
p 57* aoo ,� .v
6"
Topsoil
minus rock layer width (D2) rC• . nft t i arwjny��. u leans „.
EZEINial
Restricting Layer
UpslopsWidth(G2d) Rock W;1h(D2) Downslgpe�Width(h2i) i
2. Calculate mound size wG4
UPSLOPE
a. Depth of clean sand fill at upslope edge of Absorption Width-Sand(f)
ft
rock layer = 3 ft minus the distance to restricting layer (C1) 30f
3ft- , /4- ft = l,0 ft
b. Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE
layer = depth of clean sand for separation (G2a) Land UPSLOPE DOWNSLOPE
Slope, multipliers for various multipliersfor various
at upslope edge plus depth of rock layer (1 ft) in% slope ratios slope ratios
plus depth of cover (1 ft) 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1
Ia0 ft + 1ft + 1ft = 3.0 - ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0
c. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7.53
3, )-4_ (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14
3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86
d. Upslope width = berm multiplier (G2c) times
4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72
upslope mound height (G2b):
5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77
1 X ft = raj ft 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07
DOWNSLOPE 7 2.48 3.1 3.70 4.23 4.70 5.13 3.80 CS:..0 7.69 10.34 13.73
e. Drop in elevation = rock layer width (D2) times 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 11.54 15.91
percent landslope (C5) + 100 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92
/0 ft x () % + 100 = " 0 ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33
f. Downslope mound height= depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.43
sand for slope difference (G2e) at downslope 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 I
rock edge plus the mound height at the
upslope edge of rock layer (G2b)
,0 ft + , 9 ft= -7 ft
g. Downslope berm multiplier based on percent land slop ,.., l
,S.'a (see figure D-34) - 0
ell _ --1
h. Downslope width = downslope multiplier1 Upslop id th(G fd)
(G2g) times downslope3-0 ft
height (G2f) a
4^.:'.t V,'� X . / ft = oS ft Rock m Upslope Wid th(G2d) Width(ed fo Upslope Width(G2d)
i. Select the greater of G1 and G2h as the -ft Length(D3) cwz
downslope width: of 1 ft o ''Downslope Width(G2i) i ft
j. Total mound width is the sum of upslope Absorption Width(F) t
width (G2d) width plus rock layer width /0
(D2) plus downslope width (G2i) Total Length(G2k) O If ft
El ft + 10 ft + a J ft = Li 0 ft
k. Total mound length is the sum of upslope width (G2d)
plus rock layer length (D3) plus upslope width (G2d)
°j ft + 1/L- ft + , ft = ) feet
Final Dimensions:
go x c a a/4-t. ,
I herebyrecertify
hat I hay
( ompleted this work in accordance with applicable ordinances, rules and laws.
L._
» v"' (signature) �y, (license#) ''.--.)••••(-0,6 (date)
' PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
.,•`r:. ..►ariiiO-+'rs. .VC.0.4.•Orf. .• .e-?T. C. "..•.
1. Select number of perforated laterals Quarter inch perforation<_paced 0 3' f 12
9 of rock
2. Select perforation spacing= •.'F -' ft
Perf Sizing 3/16"-1/4"
3. Since perforations should not be placed closer than 1 foot to Perf Spacing 1.5'-5'
the edge of the rock layer (see diagram),subtract 2 feet from
the rock layer length. E-4: Maximum allowable number of 1/4-inch perforations
G per lateral to guarantee<10%discharge variation
Rock layer length -2 ft - (,'L l ft perforation
spacing
4. Determine the number of spaces between perforations. (feet) 1 inch 1.25 inch 1.5 inch 2.0 inch
Divide the length (3)by perforation spacing(2) and round
down to nearest whole number. 2.5 8 14 18 28
Perforation spacing= `- .. ) ft+ " ' ft= , `` spaces 3.0 8 13 17 26
3.3 7 12 16 25
5. Number of perforations is equal to one plus the number of
4.0 7 11 15 23
perforation spaces(4). Check figure E-4 to assure the number of 5.0 6 10 14 22
perforations per lateral guarantees <10% discharge variation.
'. spaces + 1 = .(.4 / perforations/lateral E-6: Perforation Discharge in gpm
6. A. Total number of perforations = perforations per lateral (5) perforation diameter
times number of laterals (1) head (Inches)
(feet) 3/16 7/32 1/4
Ts 1 perfs/lat x lat= ,:. perforations
1.00 0.42 0.56 0.74
B. Calculate the square footage per perforation. 2.Ob 0.59 0.80 1.04
Should be 6-10 sqft/perf. Does not apply to at-grades.
Rock bed area = rock width (ft) x rock length (ft) 5.0 0.94 1.26 1.65
/o ft x V% ft= f,.' ' sqft a Use 1.0 foot for single-family homes,
Square foot per perforation = Rock bed area+number of perfs (6) b Use 2.0 feet for anything else.
f,: sqft+ perfs = /,',// sqft/perf MANIFOLD LOCATED AT END OF PRESSURE DISTRIBUTION SYSTEM
7. Determine required flow rate by multiplying the total number of
perforations (6A) .by flow per perforation(see figure E-6)
>'�_ perfs x .121-1 gpm!/perfs= Lis gpm
8. If laterals are connected to header pipe as shown on upper ,,,,� W:; {,
example,to select minimum required lateral diameter;enter ,- M,KF'DP'
figure E-4 with perforation spacing (2) and number of perforations \, '-
'so
per lateral (5) Select minimum diameter for
LAYOUT OF PERFORATED PIPE LATERALS FOR
perforated lateral= inches. PRESSURE DISTRIBUTION w MOUND
r{PEMOMTEO PLASTIC PIPE
9. If perforated lateral system is attached to manifold pipe near `�PE�(Pa,,IBN1Ey�E.p.���Bx „a,y-°"`
VI w ol1 K �K+'w�Ni K�
the center,lower diagram,perforated lateral length(3) and ,...a,....
number of perforations per lateral (5)will be approximately one PIntSTrPiP�.RTTAM
half of that in step 8. Using these values, select minimum1:.,. 0 ---- ..,o�, ,
diameter for perforated lateral= I /)^ -- inches. A TAP
10,
yATEO/0°'
rie
NAVY ,
I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws.
:,
&- - ,' (signature) '' ``I (license#) (o -).S�-0 to (date)
PUMP SELECTION PROCEDURE
1. Determine pump capacity:
-,:A. Gravity distribution
1. Miniinum'required discharge is 10 gpm
2. Maximum suggested'discharge is 4S gpm. For other
establishments atleast 10%:greater than the water supply rate,
but no faster than the rate at which effluent will flow out of the
distribution device. •
B. Pressure distribution
See pressure distribution work sheet
From A or B. Selected'pump capacity: L 2 gpm
2. Determine pump headrequirements:
A. Elevation difference between pump and point of discharge? soil treatment system
&point of discharge
Li l7 feet W1°-gig:; I a t
B. Special head requirement?(See Figure at right-Special Head Requirements) total pipe
Iengt
feet '''
N"' 2A.elevation
inlet ' difference
C. Calculate Friction loss
PIP •
i
1. Select pipe diameter' -) •-% in ,q
2. Enter Figure E-9 with gpm(1A or B) and pipe diameter(C1).
Read friction loss in feet per 100 feet from Figure E-9 Special Head Requirements
7, Vft 100ft of pipe Gravity Distribution 0 ft
Friction Loss / p p pressure Distribution 5 ft
3. Determine total pipe length from pump discharge to soil treatment r
discharge point.Estimate by adding 25 percent to pipe length for
fitting loss.Total pipe length times 1.25= equivalent pipe length E-9; Friction Loss In Plastic Pipe
3(.0.S/ feet x 1.25 = 1-461( feet - Per 100 feet
4. Calculate total friction loss by multiplying friction loss (C2) nominal
in ft/100 ft,by.the equivalentpipe length(C3) and divide by 100. pipe diameter
flow rate 1.5" 2" 3"
= 3. ce ft/100ft x L 6`L +100= 10 ft gpm
D. Total head required isthe sum of elevation difference (A),special 20 2.47 0.73 0.11
head requirements (B),and total friction loss (C4) 25 3.73 1.11 0.16
4 D. ft+ ft+ ) 30 5.23 1.55 0.23 ft= 35 6.96 2.06 0.30
Total head: a feet 40 8.91 2.64 0,39
45 11.07 3.28 0.48
3. Pump selection 50 13.46 3.99 0.58
55 4.76 0.70
A pump must be selected to deliver at least L-1 9 gpm 60 5.60 0.82
(1A or B)with at least to feet of total head (2D) 65 6.48 0.95
70 7.44 1.09
I hereby certify that I have completed,this work in accordance with applicable ordinances, :rules and laws.
--- (signature) :::,..7 1-1 (license#) e L) ,C.7-:: (date)
S-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
LOGS OF SOIL BORINGS
Kim Puckett
4100 Watertown Rd.
Orono, Henn. Co., MN
Borings completed on 6-12-06, with a hand bucket auger.
BORING NUMBER 1A- EIev.120.6 - MOTTLED SOIL AT 34" - no standing water
present in boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 14" Brown loam 10YR 5/3
14" - 32" Yellowish brown clay loam 10YR 5/6
32" - 42" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1,6/8
42" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/8
BORING NUMBER 2A- Elev.120.3 - MOTTLED SOIL AT 24" - no standing water
present in the boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 16" Gray brown loam 10YR 5/2
16" - 24" Yellowish brown clay loam 10YR 5/4
24" - 44" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1,6/8
44" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/8
BORING NUMBER 3A- Elev.122.3 - MOTTLED SOIL AT 24" - no standing water
present in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 14" Brown clay Ioam10YR 4/3
14" - 24" Yellowish brown clay loam 10YR 5/4
24" - 30" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 6/8
30" - 40" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8
40" - 48" Rusty pale brown silty clay loam 10YR 6/3 - mottles 10YR 7/1,6/8
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 6-13-06 starting at 9:20am.
Test hole location Puckett,4100 Watertown Rd., Orono
Test hole number 1A. Date test hole was prepared 6-12-06.
Depth of hole bottom lam.inches. Diameter of hole l inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam _
10" - 12" Brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 6-12-06, 1:30pm. 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 automatics hon.
Maximum water depth above hole bottom during test is 6.inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches _minutes per inch Remarks
Water remaining in test hole
9:20 9:50 6 3/4 40 30 min
9:53 10:23 6 3/4 40 30 m i n
10:24 10:54 6 _ 3/4 40 30 min
Percolation rate=40.0 minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 6-13-06 starting at 9:21am.
Test hole location Puckett, 4100 Watertown Rd., Orono.
Test hole number 2A. Date test hole was prepared 6-12-06.
Depth of hole bottom 12 inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 6-12-06, 1:30pm. 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 automatic siphon.
Maximum water depth above hole bottom during test is 6_inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes per inch_ Remarks
9:10 prefill 6
9:21 9:51 6 1-3/4 17.1 30 min
9:52 10:22 6 1-3/4 17.1 30 min
10:25 10:55 6 1-3/4 17.1 30 m i n
Percolation rate=17.1._minutes per inch.
S-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
LOGS OF SOIL BORINGS
Kim Puckett
4100 Watertown Rd.
Orono, Henn. Co., MN
Borings completed on 7-24-03, with a hand bucket auger.
BORING NUMBER 1- Elev.112.5 - MOTTLED SOIL AT 18" - no standing water present
in boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 18" Brown clay loam 10YR 5/3
18" - 26" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1, 10YR 6/8
26" - 44" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1, 10YR 6/8
44" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1, 10YR 6/8
BORING NUMBER 2- Elev.114.7 - MOTTLED SOIL AT 30" - no standing water present
in the boring.
0 - 6" Fill soil clay loam
6" - 20" Original soil not compacted dark brown loam 10YR 3/2
20" - 30" Dark brown clay loam 10YR 4/2
30" - 48" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1, 10YR 6/8
BORING NUMBER 3- Elev.113.2 - MOTTLED SOIL AT 18" - no standing water present
in the boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 18" Brown clay loam 10YR 5/3
18" - 30" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1, 10YR 6/8
30" - 48" Rusty olive brown clay loam 2.5Y 5/4 - mottles 10YR 7/1, 10YR 6/8
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on 7-25-03 starting at 1:25pm.
Test hole location Puckett, 4100 Watertown Rd., Orono.
Test hole number. Date test hole was prepared 7-24-03.
Depth of hole bottom l? inches. Diameter of hole 6_inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-24-03, 12:00pm. 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 automatic siphon.
Maximum water depth above hole bottom during test is f inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes fpr inch Remarks
1:15 _ prefill 6
1:25 1:55 6 4-1/4 7.1 30 min
2:00 2:30 6 4-1/4 7.1 30 min
2:31 3:01 6 4-1/4 7.1 30 min
Percolation rate= 7.1 minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 7-25-03 starting at 1:26pm.
Test hole location Puckett, 4100 Watertown Rd., Orono.
Test hole numbed. Date test hole was prepared 7-24-03.
Depth of hole bottom U inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 6" Fill soil clay loam
6" - 18" Original soil dark brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-24-03, 12:00pm. 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 automatic siphon.
Maximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes der inch Remarks
1:15 prefi I I 6
1:26 1:56 6 3-3/8 8.9 15 m i n
1:59 2:29 6 3-1/4 9.2 15 min
2:32 3:02 6 3-1/4 9.2 15 min
Percolation rate=9.1 minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, Inc. on 7-25-03 starting at 1:27pm.
Test hole location_ruckett, 4100 Watertown Rd., Orono.
Test hole number3. Date test hole was prepared 7-24-03.
Depth of hole bottom U inches. Diameter of hole 6.inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-24-03, 12:00pm. 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 automatic 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 per inch Remarks
Water remaining in test hole
1:27 1:57 6 2 15 30 min
1:58 2:28 6 2 15 30 min
2:33 3:23 6 2 15 30 min
Percolation rate=15.0 minutes per inch.
r p
DATElo/ E
CITY OF ORONO CALLED IN 6' 2``
INSPECTION NOTICE, (/ SCHEDULED 10:/-5—+0
PERMIT NO. ✓ 7(7C/ �I =
-_ , COMPLETED 16 rc-_, -
ADDRESS q/co /6„)c--. C/ /,7 /r
,L' te'.
OWNER CONTR. �t-67((-L. 67, -`'
TELEPHONE NO. (_ /- G%L' C( ,c'. /c.
DESCRIPTION L-6(._it k
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
cc LL. 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU: YES NO
o COMMENTS:
cc
Lu
cc
Q. L �p 6-o J s
cc / 62 SD ,, /aoo � J23 Ec.'/ I
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k. )eJ 34-(A.' c 19 S T T/-cN J dx.�
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cc 6-co c �I AP' A� ` -/t S•:/ lA -4 .
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IQ ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
CC
W ❑ ORRECT WORK&PROCEED r_11 ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site: /
Inspector. & ) (�/' `/? S
White Copy/Inspector's File Canary Copy/Site Notice
2 DATE TIME
CITY OF ORONO CALLED IN -7- -O U
INSPECTION NO E , - - SCHEDULED ''--7 ' ( l ' I.3 n'�
C Cf,'t� '
(41
PERMIT NO. COMPLETED
ADDRESS ' /t.,() GSC - (-/7ZU•-i icj
OWNER CONTR.
R.-7f7u,- t-';')/-41:s.
TELEPHONE NO. ( 2 / ( (( e --/ 0
DESCRIPTION g1-0 r K.:_
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
ri)
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
ct
14.1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWN ERICONTRACTOR TO MEET YOU:_YES NO
o COMMENTS:
cc
Q. l6 p! (- Z
CC
0
5-
CC CC
0
LL
W
CC
Q
W
Z
W
CC
d
W ORK SATISFACTORY:PROCEEDCC
CI PROJECT COMPLETE
❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
• ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
ti BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
CISTOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner!Contractor site: /.,
Inspector. __ i / ��
White Copyllnspector's File Canary Copy/Site Notice