HomeMy WebLinkAbout2009-00832 - septic CITY OF ORONO PERMIT NO.: 2009-00832
2750 KELLEY PARKWAY
ORONO,MN 55356- DATE ISSUED: 11/20/2009
(952)249-4600 FAX: (952) 249-4616
ADDRESS : 680 ORCHARD PARK RD
PIN : 32-118-23-22-0006
LEGAL DESC : ORCHARD PARK
: LOT 014 BLOCK 000
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
NOTE: INSTALLING: (3)PRECAST CONCRETE TANKS- 1000 GALLONS
MOUND SYSTEM-550 SQUARE FEET
APPLICANT SEPTIC NEW 200.00
HAYES&SONS EXC. INC. STATE SURCHARGE SEPTIC 0.50
263 82ND STREET S.E. TOTAL 200.50
MONTROSE,MN 55303-
(763)479-1762 PAID WITH CC# 9999
Minnesota State License#: 640
OWNER
WINTERS,DOUGLAS
680 ORCHARD PARK RD
LONG LAKE,MN 55356
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
vo e ...rtne for Ue cause.
//—/ a/
pplicant ermitee Signature Date Issued :y ,:nature sate
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED AB Se E.
ji,o� City of Orono FO CI USE ONLY
' O. Box 66 �" (� O� Permit# aOO cj-CC �-
{ W 2750 Kelley Parkway Date Received. JJllf,
� Crystal Bay, MN 55323 Amount: $ 0700.56
(952)249-4600
CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Site Address: (� �O r c k r 4{ C -c-C)
Owner: D.",_5 W r 3 Mailing Address: 54a-
City: rcryN0 Zip:
Home Phone: Alternate Phone:
Contractor/App.: 1-4CA I e5 Contact Person: (fib
Address: ZG 3 S4- S State License #: CQ 4 O
City: /r° —e Zip: 5S3 4,3 Expiration Date:
Phone: 767 - /76 2, Alternate Phone: (.9/1- 1556
`:. fir
_ ..,,'�`> .�>�.��"e'N, -,:�""Cr.��s�s a`k-,"
Residential ❑ Commercial ❑ Other
I v,1,.::!„7711.177-i3).',77
m �'e� ,_" "TM�`�'l
h s 3 ! , 3 ¢a ', £,°
New or Replacement System $200.00
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge .50 .50
Total $ Z 00 5'
V:\(Permits)\Septic Permit Application-New Permit Fees 2009.doc
1 / 2
in - a• •ro-•nae • an' san• checkall'"
a• •ro•ri ate box_. ;�...W....
I will be installing the following:
Tan
Fl Precast Concrete n Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks:
Size of Tanks: /Ow jdw lGb�
Treatment System
Trenches s.f.
Mound 5 s.f.
Gravel less s.f.
Chamber s.f.
Final Cover/ Top Soil
to be borrowed from site (show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete, true and correct.
•
Signature of Applicant I . •45 Date: //--(
MPCA License No.: c0 e)
Staff Review: ccept ❑ Denied
Reviewer: cam( Date: / 1-20 -0 7
Reason for Denial:
Comments (to be printed on inspection card):
V:\(Permits)\Septic Permit Application-New Permit Fees 2009.doc
2 / 2
SSP 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
""'1 VOF ORONO
SrPTICnernit PERMIT KAN REV!EW
April 20. 2009 1 SP
T1: PERMIT NO,
TED AS SUBMITTED
APPROVED WITH CORRECTIONS AS NOTED
Doug Winter NOT APPROVED-cokkECT A RESUBMIT 41946
680 Orchard Park Rd. ""eombe'arms' legitimation. AR sluetiad �'
taN me eii applicable septic sad noising code.
Orono, Henn. Co., MNhM�whi�lgdieWasoatspocificatlynotedathistale%
1CNTS AT ALL TIMES
This site has an existing on-site sewage treatment system which has been classified as
non-compliant by the City of Orono. The existing tanks will need to be abandoned,
pumped &filled with soil.
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
v0 ordinances.
I
0 The soils on this site are a clay loam. The periodically saturated soils were located at
34" & 36" (redox features). 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 6.7 mpi. ORONO COpi,
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.
If the tanks have less than 2' of cover, the lids, risers & maintenance hole covers must
be insulated to a value of R10.
ORONO COPY
rSYSTEM IS DESIGNED FOR 1
BEDROOMS. ANY INCREASE IN NUMBER
OMSINVALIDATES THIS DESIGN.
Cleanouts for each later must be installed & be accessible from finish grade in an
irrigation box with a ball valve.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
If a garbage disposal is used, an effluent screen will be needed in the 2nd tank.
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.
MANAGEMENTpLANS:
The tanks need to be pumped every 2 years. Check with your pumper to set up a
schedule.
System inspected for wet areas by owner&or Inspector as determined by the local unit
of government.
Any other requirements as determined by the local unit of government
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
laundering be limited to 3 to 4 loads per day.
c5L C-4
Steven B. Schirmers
2
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r� "�-N om. �a 5` tiJekt�nb 0 PereobtiOn Tests Scale: ¢44?
.'> ' •$«tartµ",W®%.� 940
x $ts...,‘1 G`sa1 Borings
Q / --90,0 •,v:n. � x 'COM t ®BertC}: Mork
o' yo ( risS?B0
CD
j Note: Ttis system is b be constructed to met!
Z1 4 4osf A ( \�� WCOp ,
Etttoa! f A>11Gs r=,t ar the l�nnesota Pbtlurgn Coarct A„'Yt�C7
-e,-t0009+a_ ip
'44 3\ „..T Chapter 7080 & Local Ordinance
M r r* \1 w,� Check. all underground utilities
.
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.0.4 PROPERTY OF:
O'4 M f.1 la 5 _• 0
S—P TESTING I C
Dote:A/IWoO'. PH 763-497-3566
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.SET- BACKS ____,,k_______,,si
HOUSE • System must be=.
Tonk•.l52F from property Ines X - Sr.,.c:l1„o,..1 • 2, stctiA_-. p.h.b- •3r .
dam`.1S4S 0 4' 2 from wilts
1111 from.blip.
L.._ Pe TreOtrnet�t Orea from btges„SD.: s •NOTE:per supply Ond bYrildles must be baited 1f10 •
a;s,S • Treament ores L•from property tines r t sure outside the ctambe<mid manhole •
• 1�.2;from wells '''°��fi+i!•� weather proofer
6- 4wo.� 1+ 1342, from b
1+ .[s 'front tretdes t� 11%k soL• 80RIHG• :EL'EV nONS
Mit• 1 • ez.o IC-'
14.mr 1����i, .TH,:1 El. 224
da.
aro - fA)u3 1 — a" .:, grade L%TH-•2EL--?J� •
a e. TanK TonK °' P DISTPo�UTION MCDID 5Y5TE?A• Ttt�3 Et_: 3.0
Drop to Tank foo° 1 TN."�'.El:.�.
1,'10 8� �pun,Putg -5 �
• Mox.lwio 4 1'c: G4 '"VINI145 sN?1'D►V:-ncil (amber /DO G or!. C�HAMBtO' 01 PROPOSED� �'(c 'G
'l0 edict.pipe L o�,..N.::. )54`__Al_seA S.L : Y.43g.‘
SYSTEM DESIGN -MOUND _ owl L►►� •_s< d) - ei4..2_
Type—i#,_BE 3Xt+t leteirage:percoblon rote min./inch(designs3sq.ft treatment area pergol.of doily sewoge.flow)
!k-° .goUdoy x..B3sgft/gaf..1�d sq it.of treotmerh area+10%.7.-a5-4-2.sq.ft. (» )ftwtd t=_a_ft.lenglh of bed area aside dupe run .j101 x=beigtt= ` ftx-3.-itiaw -aea noeded7 Alf,
Clean rock heeded- ' ' sq.ft treatment ores x /.0 _depfl% rode: .ft:2?=_Il2,aLyds(3/4110 21/11.ilio..,fidudes 2"cf rock eve pipe) too-e... sft).5..Q vim. I I.S i AQ`mac.
Curtsaid.fill-belori+rock needed 2,SO aryds. opprox• , hornsondyfd.a 3_
bockatyds:oppr u., topsol s"_1') s. . 9sst:.A4:?4 4.0�c + a
N- • • /o(4 G5► s
co A•MkepseC)
Ntmberof larks regked2+ , 1stn22 got;2rdiar&/ Ogolrrirniruns PLas
Pump'rg chamber copocity-25% of doilysewoge flaw of..leo0_got=1 n got+reserve sioroge of •150ga ./BR-..Sem gal+pipe bock d mage—•• OPEt2TY Or: o il
of 1 L .g3.%10OSnit.of �dro.supply-pipe, Tin.ftneeded "i a_, . gal+mord�gol./gpInftof a, "dra.pipe,f ftneeded�, gal. (�4�o o�c,1�t c '
total copoctly needed g 901(Plus area for pump)>,s -tr:,n. /o r' 0 9`+1.eel P. o sk»Ao ty t-4 . •
Distrilvtion pipe. .2&,/5`j Gnft, t2_2db. perforation "opart
. Pump size t�3..hp• (pumpoble copocitylS�-9o1.4cydes/day) .• f .e-• . ;. abs .. _ : - - ► - - .. . • r S—P T
Hole t When constructing bed -• , this oreo should be shoped Note: Distance from treatment•oreo to ne+ghboring ',kits—
.
eits— Designed gy s
to divert run-off from• entering• treatment oreo. • t�'4 .t1 '�1a�h-1 i Goy
� Dote�.��
•
MOUND DESIGN WORK SHEET(For Flows pp to 1200 gpd)
A. Average Design FLOW
A-l: Estimated Sewage Flows in Gallons per Day
number of
Estimated L.o O gpd (see figure A-1) bedrooms Class I Class II Class 111 Class IV
or measured x 1.5 (safety factor) = - gpd 2 300 225 180 60%
3 - 450 300 218 of the
B. SEPTIC TANK Capacity 4 600 375 256 values
5 750 450 294 in the
6 900 525 332 Class I,
.--)00 t7 gallons (see figure C-1) 7 1 050 600 370 II,or Ill
i o 0 0 g �� Gy �,
.,1 �1 � R 8 1200 675 408 columns.
C. SOILS (refer to site evaluation) C-1: Septic Tank Capacities(in allons)
Number of Minimu n Liquid Liquid capacity with wihidisal&
1. Depth to restricting layer= a.S , a.'613.0 feet Bedrooms Capacity garbage disposal
2. Depth of percolation tests = 1.0 feet 2 or less 7S0 1125 llf1 mslde
3. Texture 1-1--4q t_o Awl 3 or 4 '000 1500 1500
5 or 6 500 2250 2000
Percolation rate L..9 mpi 7,8 or 9 .000 3000 3000
4. Soil loading rate •9 gpd/sqft(see figure D-33) a000
5. Percent land slope JO
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow (A) by 0.83 to obtain required rock layer area.
Loa gpd x 0.83 sqft/gpd = 491 sgft-t-toga= S42
2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate (LLR:
0.83 sqft/gpd x I gpd/sqft= Jo : ft
3. Length of rock layer = area_width = Mound LLR
S'12 sqft(Dl) _ /0 ft (D2) = SS ft < 1 20 MPI < 1 2
E. ROCK VOLUME
> 120 MPI < 6
1. Multiply rock area (D1)by rock depth of 1 ft to get cubic feet of rock
6'4') sqft x 1 ft = S4 9 cuft
2. Divide cuft by 27 cuft/cuyd to get cubic yards
549 cuft _ 27 cuyd/cuft = .J) cuyd
3. Multiply cubic yards by 1.4 to get weight of rock in tons
1.1 cuyd x 1.4 ton/cuyd = - .0/ tons
D-33: Absorption Width Sizing Table
F. SEWAGE ABSORPTION WIDTH Percolation Rate Loading Rate
in Minutes per Soil Texture Gallons Absorption
Inch
(MPI) square foot Ratio
foot
Faster than 5 2oarse Sand 1.20 1.00
Absorption width equals absorption ratio (See Figure D-33) l..oamy San Sand
..oamy Sand
Fine Sand
times rock layer width (D2) 6 to 15 Sandy Loam 0.79 1.50
16 to 30 Loarn 2.00
31 to 45 Silt Loam 0.5500 2.40
• Silt
tor/ x 10 ft = ..io.0 ft 46 to 60 Sandy Clay Loam 0.45 2.67
Silty Clay Loam
Clay Loans
61 to 120 Silty Clay 0.24 5.00
Sandy Clay
Clay
Slower than 120•
*System designed for these toils must be other or performance
G. MOUND SLOPE WIDTH & LENGTH Landslope > 1% slope
(landslope greater than 1%)
1. Downslope absorption width= absorption width (F) �� ' r
minus rock layer width (D2) s "t t r,,
-� ..�. ?tt t� t‘,N lean Sandi(Qft l , a�:0: t 6 Topsoil
14,09 ft- l0 ft= ) ft .. tx .,, .,::.. ,. ,t t } . - ,
Separation�r t' ft ..<<�u'.,� 1 ,��t,C.,.... ......�..
Upalo Width
2. Calculate mound size a(G2d) moc.I__.711 th�tp2) nawe�wwth(G2q
UPSLOPE ..
a
a. Depth of clean sand fill at upslope edge of
rock layer = 3 ft minus the distance to restricting layer (C1) VAbso'piC- .''-s"'d`F'
3ft- a'-r ft= /.0 ft �'s� r3�.'
b. Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE
layer = depth of clean sand for separation (G2a) Land UPSLOPE
at upslope edge plus depth of rock layer (1 ft) i lope, multipliers for various DOWNSLOPE
slope ratios multipliers for various
3:1
plus depth of cover (1 ft) slope ratios
4:] 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1
1.o ft+ lft+ 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
•ci b (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
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 3
4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 g,72
upslope mound height (G2b):
, �, x 3. ft = q ft 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77
DOWNSLOPE 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07
7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 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
10 ft x /0 (Yo= 100= 1.0 ft 10_221. 1i) 3.33__3.75_292 _4.44_ 4.29 6.6 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 30.4°
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
rock edge plus the mound height at the
upslope edge of rock layer (G2b)
3-o ft+ 1.0 ft= 4.0 ft
g. Downslope berm multiplier based on percent land slop
Int tor) (see figure D-34) - 0 31
h: Downslope width = downslope multiplier - 9t " ��
Upslope
(G2g) times downslope mound height(G2f) 4� �;dth(G ft
�•1/r) x 4.o ft= a' ft Up Tope Width(G2d) Rock Bed /
Width(D2) /0 U slope Width(G2d)
i. Select the greater of G1 and G2h as the i _ �, Length(D3) ss I.
ft
downslope width: a 0 ft
F- Downslope Width(G21) 2I) ft
j. Total mound width is the sum of upslope Absorption Width(F) 1 r)
width (G2d) width plus rock layer width N----..."_„.
(D2)plus downslope width (G2i)
cl ft+ /0 ft+ a.') ft = L/to ft Total Length(G2k) l o 'J l ft
k. Total mound length is the sum of upslope width (G2d)
plus rock layer length (D3) plus upslope width (G2d)
91 ft+ 56 ft+ % ft= 13 feet
al -►- SA' -r <-57-5- ) cm
Final Dimensions:
9-lo X '7/1 AUS.
I hereby certify that I have mpleted this work in accordance with applicable ordinances, rules and laws.
''''&---..-..9, --"-----._._
(signature) 3 9 (license#) Li. -242 -C9*j (date)
PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
1. Select number of perforated laterals 3
Quarter inch perforations spaced®3' U n
2 -►
2. Select perforation spacing= 3.0 ft a of.rocic
3. Since perforations should not be placed closer than 1 foot to Perf S Perf Sizing S g 1.15-51/4
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
Rock l ength -2 ft = s?� ft per lateral to guarantee<10%discharge variation
perforation
4. Determine the number of spaces between perforations. spacing
Divide the length (3)by perforation spacing(2) and round (feet) 1 inch 1.25 inch 1.5 inch 2.0 inch
down to nearest whole number.
Z5 8 14 1
Perforation spacing= S3 ft+ 3 ft= 17 spaces 3.0 _.__8 w13 _ 17 6
5. Number of perforations is equal to one plus the number of 3'3 12 16 25
perforation spaces(4). Check figure E-4 to assure the number of 4'0 6 11 15 23
perforations per lateral guarantees <10%discharge variation. 50 6 10 14 22
12 spaces + 1 = 14I perforations/lateral
E-6: Perforation Discharge in gpm
6. A. Total number of perforations = perforations per lateral (5)
times number of laterals(1) perforation diameter
head (Inches)
I perfs/lat x 3 lat= 5-41perforations (feet) 3/16 7/32 1/4
B. Calculate the square footage per perforation. 1.00 0.42 0.56 0.74
Should be 6-10 sqft/perf. Does not apply to at-grades. 2.0b 0.59 0.80 1.04
Rock bed area = rock width (ft)x rock length(ft) 5.0
lo ft x SS ft= SY° sqft
0.94 1.26 1.65
Square foot per perforation = Rock bed area +number ofperfs (6) b Use 1.0 foot for single-family homes.
S�0 sqft+ Use 2.0 feet for anything else.
q �`f perfs = /o.Z sqft/perf
7. Determine required flow rate by multi1 In MANIFOLD LOCATED AT END OF
PRESSURE DISTRIBUTION SYSTEM
perforations (6A) by flow per perforation(see figure E-6)unber of
St•f- perfs x r')tf gpm/perfs= 4D gpm ....ao.
8. If laterals are connected to header pipe as shown on upper
example,to select minimum required lateral diameter;enter „ ��`"` ...E
figure E-4 with perforation spacing (2) and number of perforations \,..- two I
-
per lateral (5) Select minimum diameter for
IAGPoosaRoYTANPION LaAT[R:Ns Operforated lateral= 2•0 inches.
9. If perforated lateral system is attached to manifold pipe near � ..E
.ENIONo RAMC..E
the center,lower diagram,perforated lateral length(3) and OO
.fM, lw' .`"•-"fig" A��°""� �
number of perforations per lateral (5)will be approximately one K. ,,,��,b„� « r""°
half of that in step 8. Using these values, select minimum b fti:,•K."` �0-
diameter for perforated lateral = inches. " �•+ s��.;
- "
Ea L OP
rI
I hereby certify that I ha e completed this work in accordance with applicable ordinances, rules and laws.
si nature
( g ) 3°1 Li (license#) 4 -Zc1-O .7 (date)
• PUMP SELECTION PROCEDURE
1. Determine pump capacity:
, A. Gravity distribution
1. Minimum required discharge is 10 gpm
2. Maximum suggested discharge is 45 gpm. For other
establishments at least 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: 40 gpm
2. Determine pump head requirements:
A. Elevation difference between pump and point of discharge? soil treatment system
feet &point of discharge
7s
B.Special head requirement?(See Figure at right-Special Head Requirements) total pipe
feetleng
inlet ~ = 2A.elevation
C. Calculate Friction loss pipe r difference
1. Select pipe diameter .0 in I
2. Enter Figure E-9 with gpm(1A or B) and pipe diameter(Cl). 64
Read friction loss in feet per 100 feet from Figure E-9 Special Head Requirements
Friction Loss= .6 ft/100ft of pipe Gravity Distribution 0 ft
3. Determine total pipe length from pump discharge to soil treatment Pressure Distribution 5 ft
discharge point. Estimate by adding 25 percent to pipe length for
fitting loss. Total pipe length times 1.25= equivalent pipe length
3O feet x 1.25 = .?,Y feet E-9:Friction Loss in Plastic Pipe
4. Calculate total friction loss by multiplying friction loss (C2) Per 100 feet
in ft/100 ft by the equivalent pipe length(C3) and divide by100. nominal
flow rate 1 5 ipe diameter
flow
= ft/100ft x 3 =100= / ft
gpm
D. Total head required is the 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
ft+ S ft+ / ft= 30 5.23 1.55 0.23
Total head: 13 feet 35 6.96 2.06 0.30
40 8.91 2.64 0.39
3. Pump selection45 11.07 3.28 0.48
50 13.46 3.99 0.58
A pump must be selected to deliver at least 40 gpm 55 4.76 0.70
(1A or B)with at least 13 feet of total head (2D) 60 5.60 0.82
65 6.48 0.95
70 7.44 1.09
I hereby rtif151
yythat I have completed this work in accordance with applicable ordinances, rules and laws.
' (signature) 3g (license
�" #) 4-
Zc7 4 5 (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
Doug Winter
680 Orchard Park Rd.
Orono, Henn. Co., MN
Borings completed on 4-16-09, with a hand bucket auger.
BORING)IUMI3ER 1- Elev.70.4 - MOTTLED SOIL AT 36" - no standing water present in boring.
0 - 22" Topsoil very dark gray brown loam 10YR 3/2
22" - 34" Dark gray brown loam 10YR 3/3
34" - 36" Brown clay loam 10YR 4/3
36" - 48" Brown clay loam w/traces of sand 10YR 5/3- distinct mottles 10YR 6/8
BORING NUMBER 2- EIev.71.0 - MOTTLED SOIL AT 34" - no standing water present in the
boring.
0 - 20" Topsoil very dark gray brown loam 10YR 3/2
20" - 26" Dark gray brown loam 10YR 3/3
26" - 30" Brown loam 10YR 5/3
30" - 34" Yellowish brown clay loam 10YR 5/6
34" - 38" Yellowish brown clay loam 10YR 5/6 -distinct mottles 10YR 6/8
38" - 48" Pale brown clay loam 10YR 6/3 -distinct mottles 10YR 7/1, 10YR 6/8
BORING NUMBER 3- Elev.73.0 - MOTTLED SOIL AT 34" - no standing water present in the
boring.
0 - 20" Topsoil very dark gray brown loam 10YR 3/2
20" - 30" Dark gray brown loam 10YR 3/3
30" - 34" Brown loam 10YR 4/3 -faint mottles 10YR 6/8
34" - 40" Brown loam 10YR 5/3 - distinct mottles 10YR 6/8
40" - 48" Brown loam to clay loam 10YR 5/3 -distinct mottles 10YR 6/8
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by$4p Testing, Inc. on 4-17-09 starting at 9:10am.
Test hole location Winter,680 Orchard Park Rd.,Orono.
Test hole number.. Date test hole was prepared 4-16-09.
Depth of hole bottom 12.inches. Diameter of hole fi inches.
SOIL DATA FROM TEST 11OLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil very dark gray 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 4-16-09, 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 it inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes per inch Remarks
9:00 prefill 6
9:10 9:40 6 4-1/2 6.7 30 min
9:43 10:13 6 4-1/2 6.7 30 min
10:14 10:44 6 4-1/2 6.7 30 min
Percolation rate=I, minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 4-17-09 starting at 90 1am.
Test hole location Winter,680 Orchard Park Rd.,Orono.
Test hole numberl. Date test hole was prepared 4-16-09.
Depth of hole bottom U inches. Diameter of hole(1 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsil very dark gray 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 4-16-09, 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 Maim
Maximum water depth above hole bottom during test is fl inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes per inch Remarks
9:00 prefill 6
9:11 9:41 6 4-1/2 6.7 30 min
9:42 10:12 6 4-1/2 6.7 30 min
10:15 10:45 6 4-1/2 6.7 30 min
Percolation rate=minutes per inch.
B _„:94,
iJ ' DAT a f TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED / /2 LJi fir,
PERMIT NO. - COMPLETED " ,� -�
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ADDRESS (60�'J 2i
OWNER CONTR. S P / ?c7%
TELEPHONE NO. / a -/ I,
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W ❑ FOOTING ❑ MECHANICAL RI �❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING 0 MECHANICAL FINAL ❑ LAKESHORE/WETLANDS
' ❑ INSULATION 0 WOOD BURNER/FIREPLACE
Q0 TREE REMOVAL
• ❑ WALL BD. 0 WATER HOOK-UP 0 SITE INSPECTION
Q El FINAL 0 SEWER HOOK-UP 0 PROGRESS
0 DEMO-SITE 0 SEPTIC MAINT. 0 COMPLAINT
v 0 DEMO-FINAL 0 SEPTIC INSTALL. 0 FOLLOW-UP
cL
0 PLUMBING RI 0 SEPTIC FINAL El HARD COVER REMOVAL
v 0 PLUMBING FINAL 0 FOUNDATION/REMOVAL
IL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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2. NORK SATISFACTORY:PROCEED 11 PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
✓ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
❑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. L Jt-d ao9s
w: 4
White Copyllnspector's File Canary Copy/Site Notice
D 4 TIME %
CITY OF ORONO CALLED IN / / �
INSPECTION NOTICE SCHEDULED 0 /61:x
PERMIT NO.c2-00q-DOg-3?"--/ COMPLETED
ADDRESS (2 6/e Z &A-L -c42
OWNER `C/O4TR. 6'/#?---62.5.-- -CSO
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TELEPHONE NO. d \ �S
� 1
a DESCRIPTION f G�-� — 7
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Lu 0 FOOTING EJ MECHANICAL RI 0 CAC
CAV/GRADING/FILLING
Q 0 FRAMING ❑ MECHANICAL FINAL 0 LAKESHORE/WETLANDS
y ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 TREE REMOVAL
Z
0 WALL BD. 0 WATER HOOK-UP 0 SITE INSPECTION
Q 0 FINAL 0 SEWER HOOK-UP 0 PROGRESS
0 DEMO-SITE '' 0 SEPTIC MAINT. 0 COMPLAINT
Q 0 DEMO-FINAL 0 SEPTIC INSTALL. 0 FOLLOW-UP
41,_
0 PLUMBING RI 62 0 SEPTIC FINAL 0 HARD COVER REMOVAL
v
0 PLUMBING FIN 0 FOUNDATION/REMOVAL
.Z,\OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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2`,COMMENTS:
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LCLeK4013K SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
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CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN ❑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: I J J�
Inspector: LSC/to ,giS
White Copy/inspector's File Canary Copy/Site Notice