HomeMy WebLinkAbout2004-P08025 - new septic CITY OF ORONO PERMIT
Permit Number:
2750 Kelley Parkway- PO Box 66 P08025
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued: 10/5/2004
SITE ADDRESS: 3330 Watertown Rd
Long Lake,MN 55356
PID: 32-118-23-41-0002
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
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: Hayes&Sons Exc.Inc. OWNER: Boyer Building Corporation
263 82nd Street S.E. 18279 Minnetonka Blvd
Montrose,MN 55303 Wayzata,MN 55391
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 PERAITEE SIGNATURE ISSUED BY SIGNATURE
Conies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Reports, 1-Assessin2, 1-Finance Page 1
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
uj e✓
JOB SITE ADDRESS 3 33
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: ( yO Ie-✓ — L..e" su!u ,A Phone Number:
Mailing Address: City: Zip:
Contractor's Name: 4e-s Phone Number: 7b3--y 79—/7,c Z
Mailing Address: U 3 SZ `� City:";ft", u Zip: s5'36
*** 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 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 all inspections. A24-hour
notice is required for all inspections.
sox
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installing the following: ,
A. Tanks: cast Concrete Other Manufacturer .4111' �^
Tank Capacities: 1)_,ZDyD gal. 2) edal 3)%y4-.;, gal
B. Pump Station(if required) _
Pump make& model �t S Cl.,14,ko (attach pump curve&
literature); system design requires Lf O gpm at -2-1 feet of head.
High water alarm make&model „P(Q -t-- . Outside
electrical work to be completed by installer c/electrician other.
C. Treatment System: ,�.
Trenches: s.f. Mound
Depth of rock below pipe Rock bed dimensions l0 ' x S5'
Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. 1 Yz- "
/Manifold Pipe Diam. Z "
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 stateme made on this application are complete,true and correct.
Signature of Applicant �S Date:
MPCA License No. �C)
------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval >< Denial
Reviewer: (! V ` Date: 1 — —U
Reason for Denial:
- SEPTIC SYSTEM APPROVAL d(dam �aP
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CITY of ORONO
ti Municipal Offices
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Street Address: Mailing Address:
t`9$Esgp4� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Boyer Building Phone (Home) (Work)
Address 3330 Watertown Rd City Orono State MN Zip
Site Evaluator Steve Schirmers State License # 627 Phone# 763-497-3566
Type of Establishment: Single Family X Multi Family
Commercial Est. Gallons Per Day 600
No. Potential Bedrooms 4 Slope: 6%
Depth of Sand: Upslope: 1.8 feet Downslope: 2.4 Soil Sizing Factor 0.83
Perc Rates P-4 5.5 P-5 5.6 P-6 4.4 P-7 8.5 P-8 11.8 P-7
Restricting Layer Depth B-7 16" B-8 14" B-9 16" B-4 14" B-5 16" B-6 16"
Type of Treatment System:
Standard X Alternative Other Performance
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift Pressurized Bed System
Holding Tank W/ Alarm
Septic Tank Size 1000 # of Tanks 2 Lift Tank Size 1000
Pump Brand GPM 40 Head 21
Treatment System:
Minimum Square Feet with 9 inches of rock below pipe
Bed (10*55) Mound Treatment Area (45*79) (45*101)
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A
permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector(952-249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and the
following conditions:
1) 1.5' soil on top of mound 1' soil on sides of mound.
2) Sand placement must follow design.
3) Alarm must be placed inside house.
4) Keep all water softner and iron filter discharge out of septic system.
5) Septic can be expanded up to 5 bedrooms in the future.
By:
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 - Fax(952)249-4616
www.ci.orono.mn.us
K e
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
kkIt t'
Q
May 8, 2004
Boyer Building Corp.
Watertown Rd. Lot 1
Orono, Henn. Co., MN
This on-site sewage treatment system is designed for a Type 1, four 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
14" & 16" (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 11.8 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.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
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.
Steven B. Schirmers
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Note: Tti4 system is to be omta,cted to rrxd
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92S7-0 g a e i I the ka;emlo PoWSM Coc*d A
Chapter 7080 & local Ordinance
Check all underground gtilities
/ Jf'MPER1Y Of:
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S-P TESTING/
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SET- BACKS 1• ! T.
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HOUSE System must be:.
Tonk'Ad from property%es x- �r c��h,.a c•��s��. w�o-� ,
�\- A&from wills
19 from gs. a�sie�S 4'SS,w�tl t4L�ov�
tyd
n Treotmert area .�. from toms,2-e2stfeen+s't`frfs SZ w fvt�.q o
• Treatrr>ent area from property b>es , tVOTE Pow u4*and sxldtes must be .and mantak
• t+► rats N> .�'i? - �� from welk10 O�"r~ w'ea9w proof ertdasure aiside to pumping
8449 Fitt_n,•..�.. I from bldgs.
• r LQ: from trees t y SOIL 80RING .-ELEVAMONS
_OrM TH.I EL.-
_4 3"din w e to TH,_2EL.
,- Tank t 140 — TH:'3EL: '* �� •g��t:Q
Tank MOUND SYSTEM •s't•1'�y. '�7'?.1
0M to Took - Ti 4 EL.9Z'• .�
TH"S EL-9?k•Z
MoxAo4a 1-fx4 +=,1AA%jX-oW Chamber ELEVATION of PROPOSED PUMPM
CHAMBFA_g2 S Ut�.w� whW4-0
^4"l06"dro.pipe A' r-t.0(oV_otr S%-0(,Y_ - `�-61! _
SYSTEM DESIGN -MOUND ► o w .T F uwg- -9.2 .D
TYPE-1.,.1� BEOFi00M, Aweroge percMon rote 11-16 (design.83so keotment am per got.ofd*sewage.ftow)
.(40_gaVday x.83sWgd-. L �sq ft,of keotmed area 410%=�'�sq ft. (»10fLvAd�=1.ft.length of bed aces 4,"slope run '-to 1 1..height= -ftx-�Q-itlnuTMorea r+eededl Awe,
Clean rock heeded-- S141 sq.ft.treatment area x 1-Q' depth of rods=94')a t-27 3fl cu yds.(3/dto 21/�do..,indudes 2"of rods above pipe) Ayti SA wsom v
i s o Clean f 11 bebw rack needed W< myds. approoc. , sally Wn bock fi N.y&Wpm, topsol 67--gLV&��Of+fN1�►cs.�Q.R9Q..y�p'�q 'Co.'{off,Ott.- IOS . t Gt�►`Ig S
Number of Tanks reoW—a , lst tai*A=got.;2ndt ink&j=gal.mirirrx,rns Fws ti's-IYr►PtNt�. �N•Am��a-
Rwro g chamber copacity- 25"/0 of daffy sewoge flaw of.-1&L 9d.--Lds2_gal+reserve tbage of 15 0ya l/B%.�&L gd.+pipe body donoge— 10%WS
of._l�_ /t0O6n:ft.ofA2 da. t'ivaL needed 1 0 4 maidald 1 PROPERTY : +
9d. suPPh•t�� , 9d- gd./10O1nfi of� da.pie,faft;needed ,�gat. - �3�o w�A-t�-�ow
total CWodty neededgat.(ptus area for pump) ms Y%. � =b %at.cap. 01-0-•-lo YY1 YN 1� ?� . CCO•
DistribAon=pipe 1_LI"aria.,L�1. FAft., t crtl.perforations A(Zapart
Pump ske bhp. (pumpabk capacity IT) got.4cyctes/day),JUs:!?=o V- ��ss ���tr+�•C— 40 sw� ri� ,n. S—P//TES TRA G /
Note: When constructing bed r.- , Itis area should be shaped Note= Distance from treatment oreo to neighboring wells- Designed By.�
b divert nm-off from enter'uig tieotment area. Vwy"A�' 1-a �a� PH. 612-497-3566
Dole
MO ISTD DESIGN WORK SHEET(For Flows up to 1200 d)
A. Average Design.FLOW A-1: Estimated Sewage Flows in Gallons per Day
number of
Estimated Lo o gpd (see figure A-1) bedrooms class I Clan II Class III class Iv
2 300 225 180 6096
or measured — x 1:5 (safety factor) _ — gpd 3 450 300 218 of the
4 600 375 256 values
B. SEPTIC TANK Capacity 5 750 450 294 In the
6 900 525 332 Class I,
gallons(see re C-1) 7 1050 600 370 o or m
1;k_1000
g figs 8 1200- 675 . 408 columns.
C. SOILS (refer to site evaluation) a1: SeptIcTiallCopcides On tallow)
Liquid capacity
Number of Itfinimum liquid Liquid capacity with with di al&
1. Depth to restricting layer= /,z g t.3• feet Bedrooms Capacity, image disposal lift inside
2. Depth of percolation tests= /-D feet 2orless 750 1125 1500
3. Texture L!:, �,o+4rvt_ s a 6 15500 1 500 2000
=0
3000
Percolation rateIt . fil _mpi 7,8 or9 2000 300°
4. Soil loading rate .4-C gpd/sgft(see figure D-33)
5. Percent land slope 6
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow (A)by 0.83 to obtain required rock layer area.
Lam--gpd x 0.83 sqft/gpd =�—sgft+tem=Sys
2. Determine rock layer width= 0.83 sqft/gpd x linear Loading Rate (LLR)
0.83 sqft/gpd x )-I- gpd/sgft= /o ft Mound LLR
3. Length of rock layer= area+width
I sgft(Dl)+ 10 ft(D2) _ ft < 120 MPI <12
E. ROCK VOLUME > 120 MPI < 6
1. Multiply rock area (Dl)by rock depth of 1 ft to get cubic feet of rock
�sgft x 1 ft=Si2_cult
2. Divide cuft by 27 cuft/cuyd to get cubic yards
_�_cuft +27 cuyd/cult=�o _cuyd
3. Multiply cubic yards by 1.4 to get wei ht of rock in tons
go cuyd x 1.4 ton/cuyd = R tons
0.33: AbooMdon Width Sizing Table
ftvoletion RISM
lmdgna Rote
F. SEWAGE ABSORPTION WIDTH inMi�tedp �c,�n "R bion
Faster than 1.20 1.00
Absorption width equals absorption ratio (See Figure D-33) 2.00
times rock layer width (D2) � LAM 2.40
x/_ft- .C�ft Sill
46 to 60 Sandy any 0.45 2.67
Qay lam
61 to 120 Silty aeY 0.24 S.00
Sud pay
ower than 120* _4
esymoladedgmd far dwr adb rem W odWwP0ffflnneea
G. 'MOUND SLOPE WIDTH &LENGTH Landslope > 1% slope
' (laridslope greater than 1%) a over
1. Downslope absorption width= absorption width (F)
8, ,b H 6-Topsou
esh.,:t
minus rock layer width (D2) �'� � , 1, •� '�� 'fill.
S.P. /•2. k
Rx<rktlni Law
�R<G1d) Roek dth�W) h��)
2. Calculate mound size
UPSLOPE
a. Depth of clean sand fill at upslope edge of Lb-pd,,,W Wk j"m
rock layer = 3 ft minus the distance to restricting layer (Cl) 13 W
3ft- //. t ft= 1.15 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
Slo multiplies for various multi liens for various
at upslope edge plus depth of rock layer(1 ft) +n slope ratios =Pope ratios
plus depth of cover (1 ft) ° 4e1 ° '1 7' ' 3:1 4c tl 7.1
11 Ce ft+ 1ft+ 1ft= 3_51 ft 0 3.0 4.0 3.0 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 7A1 3.09 4.17 5.26 6.38 7.53
$ .2 (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 435 SM 6.82 8.14
3 2.75 357 435 S.08 5.79 6A5 3.30 4.54 5.88 732 8.86
d. Upslope width= berm multiplier (G2c) times
4 2.68 3.45 4.17 4.84 5.Ib 6.06 3A1 4.76 6.25 7.89 9.72
upslope mound height (G2b): 5 2,61 333 4.00 4.62 5.19 5.71 3.53 5.00 6.67 857 10.77
X 3• ft = Z f t 6 254 0 3.85 4.41 4.93 5.41 3.66 jjS 2 7.14 938 12.07
DOWNSLOPE 7 2A8 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 1034 13.73
e. Drop in elevation = rock layer width (D2) times 8 2.42 3.03 3.57 4.05 4A9 4.88 3.95 5.88 833 1154 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
__/q ft X�_%+ 100= -ft 10 231 2.86 3.33 3.75 4.12 4.44 429 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 22 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75
rock edge plus the mound height at the
upslope edge of rock layer (G2b)
7. q _ft+ 1(0 -ft=L4 _ft
g. Downslope berm multiplier based on percent land slop 11 g/
.�Z t. (see figure D-34) li t
h. Downslope width = downslope multiplier Upslope Midth(G fa)
(G2g) times downslope mound height(G20 '
Rock Bed_�_x 4,y ft= ,_ft Uval�75
') /Q It Ups114pe Wideh(G2d).
i. Select the greater of G1 and G2h as the g �p Z. ftdownslope width: AR ft F nslope Width(G21) 7 ftj. Total mound width is the sum of upsloperption widthcP)
width (G2d)width plus rock layer width „
(D2)plus downslope width (G2i) Total length(G2k) ft
I-L_ft+ _ /D ft+a_ft= Ltic ft
k. Total mound length is the sum of upslope width (G2d)
plus rock layer length (D3) plus upslope width (G2d)
)Z ft+ _L�_ft+ m. ft= , 9 4) feet
+ FFinal Dimensions:
x -CIO 4UIV
I hereby certify that II have completed this work in accordance with applicable ordinances, rules and laws.
`�-. vs, .? o (signature) -an &4 (license#). 9-5 -04 (date)
PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
1. Select number of perforated laterals 3 .rt«Bach dons .eea.a 3•
2. Select perforation spacing L
Perfng 3/16"-1/4"
3. Since perforations should not be�placed closer than 1 foot to Perf Spacing 1.51-s•
the edge of the rock layer(see diagram),subtract 2 feet from
the rock layer length. E-4: M=k=allowable number d 1/4-inch perforations
SSper-Ideral to t N<10%.dscharpe variation
>er -2 ft s. ft perfora8on
.> spacing
4. Determine the number of spaces between perforations. ee i'inch .1.25" .1.binch 2.0 inch
Divide the length(3)by perforation spacing(2)and
dj=to nearest whole number. 2.6 8 . 14 18 28
Perforation spacing= S,'� ft+ 3. ft= spaces 3.0 8 13 11 26
.3.3 7 12 16 ' 25
5. Number of perforations is equal toone 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 1 1422
perforations per lateral guarantees<10%discharge variation.
spaces+1 s 1 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
Iki (feet) 3/16 . 7/32 1/4
_L(j'__perfs/lat x_j__Jat= 9� -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 sgft/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
10 ft x r t= '� qft a use t.Q foot tor.�ino�e-ramuv Homes.
Square,foot per perforation=Rock bed area+number of perfs(6) ° se 2•��� n i^ else•
.�.-._sgft+- �pe a /0.Z •sgft/perf .Mo L=ff=AT s=a._.SLAC as" , s,MM
7. Determine 'required flow rate by multiplying the total number of
perforations-(6A) .by flow per p'erforation'(see figure E=6)
- —perfs x .q gpm/perfs gPm
8. If laterals-are connected f&header.pipe as shown on upper VEY
example,to select minimum required lateral diameter;enter
figure E-4 with perforation spacing(2)and number of perforations
per lateral(5) Seleo#minimumi diameter for X,,a,,.,.,fT11N 2.,�".I=t a,,
perforated lateral= inches.
9. If perforated lateral system is attached to manifold pipe near "0,the center,lower diagram,perforated lateral length(3)and " �.
number of perforations per lateral(5)will be approximately one :�• y�• •�
half of that in step S. Using these values,select minimum •a*rr ►
diameter for perforated lateral= f �inches. we w. „►
✓ w
I hereby certify that I have pleted this work in accordance with applicable ordinances, rules and laws.
tura al (license#) —K:-P ' (date)
T PxJMP SEZECTIOfi7-FROEE'D E
I. D ete?rm rte pump capadty:
Gravity distribution
1. ,Minimum.;equired discharge is 10 gpm
suggested'discharge is 45,gpm. For other
2. Maximum
estabUshUIWV s at:least 10 o'g a te;t3taat the wafter supply rate,
but no faster 01M the rate at iivhi..ch effluent will flow out of the
dlsttfbution device.
j3.-'Prossure clistAbut161ii
See.pressure distnUtion work sheet
gpm
From'A ar B:SeIeEted'pump capadty:- =
2..Determine pump headrequirements:
son treatment system
A.Elevatiokl difference between pump ad point of discharge? &P f Ischarge
eet i
B.Special head requirement?(See Figure at'right-Special Head Requu'ements)
itot Pe
2A.elevctlon
S _deet Inlet difference
P"
C. Calculate Friction loss •, . . . ....... ..
i' a diameter' - .....`�u�
1. Select•p'P ' ........................... ..
2, Entier FigureE--9 with SpM(1A or B)*and pipe diameter(C1).
S edral'Hiad Requirements
Read friction loss3a feet per 100 feet irt�m Figure E-9' 0�t,Dist button 0 ft
Fria cdl;Oss=•a=Sa..:j-ft/•300ft of pipe ' Pressure Distdlutlon 5 ft
3. Determine total pipe length from pump disdwge to soil treatment .,
discharge point.Estimate by adding 25 percent to pipe length for
fitting loss.Total pipe length tunes 1.25=equivalent pipe length -�Fdction Lass.ln:Plastic Pipe
ell
_)_,feet z 1.25' Per-100 feet
4. Cakubte total friction loss by multiplying friction loss(0) riotninai
pipe diameter
in ft/100,ftby...the equiyalent., ipe length(C3)and divide:by 100. flow rate 1.5" 2" 3"
ea. ft/100ft x _+100= m
D. Total head required is.the sum of elevation difference(A),specig" 2:47 0.73 0.11
and•total friction loss(C4) 25 ' 3.73 1.11 0.16
head requirements.($), 30 5.23 1.55 0.23
6.96 :.2.06 0.30
Total head:_` ) eet 40 8.91 . .2-64 0.39
45 : 11.07 3.28 0.48
3. Puu p Selection 60 '. 13A6 3.99 0.58
4.76 0.70
A pump must be selected to deliver at least '- 0 *gpm � 60 5.60 0.82
(1A or B)with at least a 1. feet of total head(2D) 65 • 6.48 0.95
70 . 7.44• 1:09
" ' applicable ojdinapces,*rules and laws.
I he eby certify that.I aave ompleted.this work tri accordance vyith
ire �L . {license#) . S 4s-U (date)
moi. (si.>� )
• T 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
Boyer Building Corp.
3320 Watertown ltd. Lot 1
Orono, Henn. Co., MN
Borings completed on 4-29-04, with a hand bucket auger.
BORING NUMBER 7- Elev.975.0 - MOTTLED SOIL AT 16" - no standing water present
in boring.
0 - 8" Topsoil dark brown loam 2.5Y 3/1
8" - 12" Dark gray brown loam 2.5Y 4/2
12" - 16" Dark gray brown clay loam 2.5Y 4/2
16" - 22" Rusty dark gray brown clay loam 2.5Y 5/2 - mottles 10YR 6/8
22" - 38" Rusty olive brown clay loam 2.5Y 5/4 - mottles 10YR 7/1,6/8
38" - 48" Rusty olive brown loam 2.5Y 5/6 - mottles 10YR 7/1,6/8
BORING NUMBER 8- Elev.974.0 - MOTTLED SOIL AT 14" - no standing water present
in the boring.
0 - 8" Topsoil dark brown loam 2.5Y.3/1
8" - 14" Gray brown clay loam to loam 2.5Y 5/2
14" - 20" Rusty gray brown clay loam 2.5Y 5/2 - mottles 10YR 6/8
20" - 42" Rusty olive brown clay loam 2.5Y 5/6 - mottles 10YR 7/1,6/8
42" - 48" Rusty yellowish brown loam 2.5Y 6/3 - mottles 10YR 7/1,6/8
BORING NUMBER 9- Elev.977.1 - MOTTLED SOIL AT 16" - no standing water present
in the boring.
0 - 8" Topsoil dark brown loam 10YR 3/2
8" - 16" Brown clay loam 10YR 5/3
16" - 24" Rusty brown clay loam 10YR 5/4 - mottles 10YR 7/1,6/8
24" - 32" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8
32" - 36" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/8
Soil borings cont'd.
BORING NUMBER 4- Elev.974.7 - MOTTLED SOIL AT 14" - no standing water present
in the boring.
0 - 14" Topsoil dark brown loam 10YR 312
14" - 22" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
22" - 32" Rusty olive brown clay loam 10YR 6/3 -mottles 7/1,6/8
32" - 48" Rusty gray brown loam 10YR 6/2 - mottles 7/1,6/8
BORING NUMBER 5- Elev. - MOTTLED SOIL AT 16"- no standing water present in the
boring.
0 - 8" Topsoil dark brown loam 10YR 4/2
8" - 16" Brown clay loam 10YR 5/4
16" - 30" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
30" - 48" Rusty gray brown loam 10YR 6/2 - mottles 7/1,6/8
BORING NUMBER 6- Elev.975.3 - MOTTLED SOIL AT 16" - no standing water present
in the boring.
0 - 6" Topsoil dark brown loam 10YR 3/2
6" - 10" Gray brown loam 10YR 5/2
10" - 16" Gray brown clay loam 10YR 5/2
16" - 24" Rusty gray brown clay loam 10YR 5/2 - mottles 7/1,6/8
24" - 36" Rusty gray clay loam 10YR 612 - mottles 7/1,6/8
2
CEXTIMATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 1-11-00 starting at 11:07am-
Test hole location .and.Stabbs Property, Sec.32,T118,R23,Orono
Test hole numberA Date test hole was prepared 1-10-00.
Depth of hole bottom 1a inches. Diameter of hole!k inches.
SOIL.DATA FROM TEST HO .F.
DEPTH,INCHES SOIL TEXTURE
0 - 1211 Topsoil dark brown loam
Method of scratching sidewall is Jul& Depth of gravel in bottom of hole is 2 inches Date and hour of initial
water filling 1-10-00,2:QQM 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 siiphon.
Maximum water depth above hole bottom during test is!k inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
10:48 prefill 6
11:07 11.22 6 2-13/16 5.3 15 min
11:27 11:42 6 2-3/4 5.5 15 min
11:51 12:06 6 2-3/4 5.5 15 min
12:12 12:27 6 2-3/4 5.5 15 min
Percolation rate=5.5--minutes per inch.
CER`MC.kTION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 1-11-00 starting at11 .
Test hole location.Lund,Stubbs Property.Sec.32,T118,R23,Orono.
Test hole number-I Date test hole was prepared 1_10-00.
Depth of hole bottom 12 inches. Diameter of hole fi inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 8" Topsoil dark brown loam
810 - 1291 Brown clay loam
Method of scratching sidewall is kn& Depth of gravel in bottom of hole is 2 inches Date and hour of initial
water filling 1-10-0,2:00M 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!k inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
10:48 prefill 6
11:08 11:23 6 2-13/16 5.3 15 min
11:26 11:41 6 2-3/4 5.5 15 min
11:52 12:07 6 2-11/16 5.6 15 min
12:11 12:26 6 2-11/16 5.6 15 min
Percolation rate=,minutes per inch.
CER'FiRCATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 1-11-00 starting atjJA2 m.
Test hole location Lund,Stubbs Prosy,Sec.32,T11%R23,Orono.
Test hole numbers. Date test hole was preparedly
Depth of hole bottom 12.inches. Diameter of hole fi inches.
SOH,DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 -6" Topsoil dark brown loam
6" - 10" Gray brown loam
1011 - 1211 Gray brown clay loam
Method of scratching sidewall is kn& Depth of gravel in bottom of hole is 2inches Date and hour of initial
water filling 1-10-9%2:QQM 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
10:48 prefill 6
11:09 11:24 6 3-9/16 4.2 15 min
11:25 11:40 6 3-7/16 4.4 15 min
11:53 12:05 6 3-3/8 4.4 15 min
12:10 12:25 6 3-3/8 4.4 15 min
Percolation rate=4A-minutes per inch.
CEIUlkCATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 430-04 starting at j5j m.
Test hole location 3320 Watertown Rd.,Lot 1, Orono.
Test hole numbers. Date test hole was prepared'-Q4..
Depth of hole bottom 12.inches. Diameter of hole fi inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 811 Topsoil dark brown loam
8'1 - 120' Dark gray brown loam
Method of scratching sidewall is Jai& Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 4-29-04. 10:00am. 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!k inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
1:05 prefill 6
1:15 1:45 6 3-9/16 8.4 30 min
1:48 2:18 6 3-1/2 8.6 30 min
2:19 2:49 6 3-1/2 8.6 30 min
Percolation rate=&5ininutes per inch.
CE1tTfF1CATI0N NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 4-30-04 starting at 1:16q=
Test hole location 3320 Watertown Rd.,Lot 1, Orono.
Test hole number-A. Date test hole was prepared 4-29-04•
Depth of hole bottom 12.inches. Diameter of hole h inches.
SOIL.DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 811 Topsoil dark brown loam
811 - 1211 Gray brown clay loam to loam
Method of scratching sidewall is Juldc. Depth of gravel in bottom of hole is 2 inches Date and hour of initial
water filling 4-29-04F 0:00im. 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 fi inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
1:05 prefill 6
1:16 1:46 6 2-5/8 11.4 30 min
1:47 2:17 6 2-1/2 12 30 min
2:20 2:50 6 2-1/2 12 30 min
Percolation rate=1LB-minutes per inch.
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NQTICE SCHEDULED
PERMIT NO. O$OZ.S COMPLETED '6-o Z-•L1 ID
ADDRESS '!>33o � l f-D_N k )
OWNER CONTR. )t'Yd
TELEPHONE NO. 11 yy
DESCRIPTION
11 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
ti 03 INSULATION 24/25 WOOD BURNER/FIREPLACE.--' 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNERICONTRACTOR TO MEET YOU:_YES_NO 1`
COMMENTS: '• '1 5 0'< �gsSccc
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0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
C1 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
El CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector.
White CopylInspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N ^� SCHEDULED
PERMIT NO. C S COMPLETED 10- )Z'a'4 107.C—
ADDRESS -333 b Q
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNER/CONTRACTOR TO MEET YOU:_YES_NO l
COMMENTS:
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W AWORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
C1 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
lnspectorg ` oqq' ,.
White Copylinspector's File Canary Copy/Site Notice
DATE TIME V
CITY OF ORONO CALLED IN
INSPECTION NOTIC SCHEDULED
PERMIT NO. COMPLETED -d
ADDRESS 333o Ad
OWNER CONTR. 41 AytS
TELEPHONE NO. �I c
DESCRIPTION
01 FOOTING -T11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 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 1 EPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNER/CONTRACTOR TOMEET YOU YES_NO
COMMENTS:
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0
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Wcc ❑WORK SATISFACTORY:PROCEED �ROJECTCOMPLETE V
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0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V 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.
White Copy/Inspector's File Canary Copy/Site Notice