HomeMy WebLinkAbout1987-04-15 Septic System Design Report(( • - -T
1
S-P TESTING, INC.
951 KATYDID LANE
ST. MICHAEL, MN 55376
497-3566
STEVE SHIRMERS
April 15, 1987
L. Cramer Builder, Inc.
Lot 2, Block 2
French Creek
Orono, Henn. Co., MN.
This system is designed for a Type 1, Five bedroom home and in accordance
with the Minnesota Pollution Control Agency standards WPC 40 and local ordinances.
The soils on this site are typical of SCS soils mapped - AnB - Anoka loamy
fine sand. A seasonally high water table was located at 52", 54", & 60",
(mottling). The bottom of each trench must be located at least 3' above
the seasonally high water table.
The soils at a depth of 24" have a percolation rate averaging 4.6 min/inch
and are adequate for a standard treatment system.
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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 pump
ing chamber in a weather proof enclosure. A warning device must be in-
.Stalled with a light and sound device, this is in case of a pump failure,
(mercury floats are a good method). The supply line pipe must have back
drainage to the pumping chamber.
All neighboring wells are located more than 100' away from the proposed
treatment area.
Keep all heavy equipment off of the proposed treatment area before and
after construction as much as possible. The treatment area should be
marked off before construction.
With proper installation and maintenance, this system should have no prob
lem in treating septic effluent effectively.
It is recommended that the septic tanks be pumped every 2 years.
SBS/ds
Steven B. Schirmers
Soil and Percolation TmI«
Septic Sytlem D*$ign *
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Location or Projoct T.Ac ,1, ?->\cicV>
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Borlnga made by Jc<-n R.^cW.r.vgc^ Data (a-W~ftM
Claaalfleatlon Syatan: AASHO_ _ _; USDA-SCS ; Onlftad Y t othar
Auaar used (chack two): Hand or Powar_ _; Pllfdit or luekat othar
Dapth,
in
feat
0
Boring nunbar I
Surfaea alavatlon
1 —
•2 —
3 —
4 —
5 —
6 —
7 —
B —
9 _
10 —
Gcv.f'fe. Wcl^S'n
_ _ _ _p-ic:_ __ _ _
Voo».rNr\
\ O \ o a.ry-«\
_
v>r\
I
8>ro^.->. \'\NC<i..oL,»'NSaAcL
>I!v6lT4*
, . End of boring at font.
Standing vatar table:
Preaant at_ _ _ _feat of depth.
houra after boring.
Hot praaent In boring hole ./ .
Hottied aoll!
Obaerved at _feat of depth.
Hot preaant In boring hole
Depth.
In
feat
o
Boring nunbar
Surfaea alavatlon
5 —
10 —
Out V. (&roui<^ Vufe.<VN
OoXK VOO.»V-X
(J- VA-
&fOvAirN. G>rc*.OcV..^ \oo.»>r>^
__________
/
\oc».,Nx.^ Gf Cs.Otl
JV- 5 »o“
?><’ouOrv Coo.C^»C So'.'tnA^ ^
S'lOl-J&Vi'____
End of boring at R^Ia. feat.
Standing water table:
Preaant at ______ faat of depth.
houra after horlng.
Hot praaent in boring hole v/
Mottled aoll;
Obaerved at feet of depth.
Rot praaent In boring hole Y' .
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ton of Soil Borlnw L>1S
* f Location or Project *>>A <l ^ ^\ocVC 3k
Bor Inga made by 7^„p/~Ap-yi^ ?'i.SfU;.f<v><f 5I> Data V'A -RM
Claaalflcatlon Syotan: AASHO_ _ _; bSIM-SCS_ _ _; Unlflad Y i other _
Augar uaad (chock two): Hand / . or Powar_; Plight . or Boekat athar
Dapth,
In
feat
. 0
Boring nuiibar s
Surface alavatlon
10 —
'Tbpsekv Ot-'Ct. 6fo»-S.-% \Uk««i
______ r>-e>“ "
^fokiiars VodLr*^
_____ _____g,“. fft" __
BCoUirs C\ccs^ \oci.«v^’VjO koo-c.'s
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
End of boring at faett
Standing water table:
Present at_ _ _ _feat of depth.
hours after boring.
Hot present in boring hole v/
Mottled soil:
Observed at _ _ _ feat of depth.
Not present In boring hole y .
Dapth,
in
feat
0
Boring nuiriicr AA
Surfsca alavatlon
5 —
10 —
'^opSo'»\ 6o-t U. aco.^j*'. VcD««-,
__________tf-g*_____
fcfoMAr\
SifOoirs, eVo-^ \o
__ ____V6’-_S1aL __
6>CC»0>i,-N f«|-\eAk.'.0.«,-N
9*r\C So-OwA^
__________5'-C,»
e>c Co€xCSC.*^ou^<^ *•
End of boring at Pt'L. feet.
Standing water table:
Present at ____ feat of dapth.
hours after boring.
Not present in boring hole y' .
Mottled soil:
Observed at _fast of depth.
Not present In boring hols •/
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CERTIFICATION # 00627 Logs of Soil Perlnos
Location or Project Lot 2. mock 3. Pr«nf»h Pr««»fc
Borings made by s-P Testing. Inc. Steve Schirmers Daf 4-11-87
Classifiction System: AASHO__t USDA»SCS X t Unified_ _ _t Other
Auger used (check two): Handjc, or Power, Plight or Bucket X
Depth,
in
feet
0 -
1 -
« - 2:-
3 -
4 -
5 -
6 •
7 -
S -
Boring number 10
Surface elevation P64«l
Topsoil dark brown sandy
loam
0 - 1’2"
Brown sandy loam
1'2- - 2'2"
Brown sandy clay loam
2'2" - 2’10"
Brown sandy loam
2'10" - 4*2"
4»2" - 4-4"sSR8^Qeak
stainiig
Brown medium sand
4’4" - 7*2"-inottling
Depth,
in
feet
0 -
1 -
2 -
3 -
4 -
5 -
6 -
Olive brown loamy fine sand
7'2» - 8'
7 -
8 -
Boring number 11
Surface elevation ^^3,7
Topsoil dark brown sandy
loam
0 - 1-1/2*
Bromi loamy sand
1-1/2* - 4*2'*
4*8--mottling
Brown sandy loan
4*2" - S'lO"
Brown loamy sand
S'lO* - 7*4"
Olive brown silty sand
7*4- - 8‘
End of boring at 8 feet.End of boring at.8 feet.
Standing water table:
present at_ _ _ _ feet of depth.
Standing water tablet
present at_ _ _ _ _ feet of depth.
_____ hours after boring.
Not present in hole x_ _ _
hours after boring.
Not present in hole x
Mottled soil:
Observed of depth.
Not present in hole
Comments:
Mottled soils
Observed at 4*2'*
Not press
Comments:
feet of depth.
It in hole •
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CERTIPiCATlOM i 00627 Logs of Soil Borings
Location or Project Lot 2. Block 2. French Creak
Borings made by s-P Testing. Inc. Steve Schirwers Date 4-11-87
Classifiction System: AASHO_ _; 0SDA-SCS_X_; Unified i Other_
, or PowerAuger used (check two): Hand x Plight or Bucket X
i
Depth,
in
feet
0 -
1 - '
• 2>
3
4 -
5 -
6 -
!
7 -
8 -
Soring number 12
Surface elevation 964.2
Topsoil dark brown sandy
loam
0 - 1-1/2*
Brown sandy loam
1-1/2* - 2*10"
Brown loamy sand
5*-mottling
2*10** - 4*10**
Olive brown sandy silty
4* 10** - S-1/2* loam
Oliva brown silty loam
5-1/2* - 6*2**
Brown medium sand
6*2** - 8*
Depth,
in
feet
0 -
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 •
Boring number
Surface elevation
-•j
End of boring at 8 feet.End of boring at feet.
Standing water table:
present at feet of depth.
Standing water tablet
present at feet of depth.
________ hours after boring.
Not present in hole y
hours after boring.
Not present in hole.
Mottled soil:
Obse /ed St, ,_5._ Of depth.
Not present in hole
Comments:
Mottled soilt
Observed at feet of depth.
Not present in hole.
Commentst
IL
w
0
if
ft
ft
i-’
1
ft
• ■L-14
PERCOUTIOH TEST DATA SHEEV
T«*t hola location S»\c-. ^ . P:>W V A
Data taae hela vaa praparcd
Dlaaatar of hola, L
Hole number \
Ca-xM.'BM Depth of hole bottom. .jO inches.
Inches.
Soil data from tost hole:
Dapth, inches
C)->C>"
Soil texture
TiL-.^tSc«V S>c,tT>..L.
tri"- -to*
\L.' Ck\v*v
■c.lV.v Vrt cv Vcc". •
j
Method of aeratehlna aideiiall W.<r-r
Dapth of paa-aiaad gravel in bottom of hole.
Data and hour of Initial water filling _____
Dapth of initial water filling,
_ _ _ inches.
Cc-\s-e.^ \a-.oojXA.>.
inches above hole bottom..•
Method uaad to maintain at laaat 12 inches of water depth in hole for at least
* houra f\.Ao<wrt.,r
Pareolation teat raadings made by SP' ^cs-V ‘.txc.
_ __ _ _ _ _ _ _starting at 7
' '"PaQa(data)
during test,_ _ _ _(o inches.
^ ■ S\coc<nR.*>cU.c<v>cc<. on
Maximum water depth above hole
Tine
Time
Interval,
Minutaa
Measurement,
inchea
Drop in water
level, inches
t'crcolatioii
rate,
minutes per
inch
Remarks
<•
Ift-
I i
VlM4
6,
L SVj
e>i <
VLlltr
R.C,
H.'l
Percolation rate 8.fa
ft
nlnutfta per inch.
i
%
L-14
PCTCOtATlON TEST DATA SHEET
T**t hole locatlen SA g. ^ .ftVrtt Vl >1 Hole nuaber
Oat* Case hola vaa araparad
Dlaaatar of hola, U Inchoo.
Depth of hole bottoa. 3>0 inchea.
i
Soil data froa teat hola:
Depth, Inchea
_______filJiL_______
j:
L*- \M«
Soil texture
IM*. ?iO-C-yC cv^ OV V
Nachod of aeratchlnh oldemll -Vsf\\C c-
Depth of poa>alsad gravel in bottoa of hole.
Data and hour of Initial water filling
Depth of initial water filling, inchea above hole bottoa.
inchea.
r-
Hethod uaed to anintain at leaat 12 Inchea of water depth in hole for at leaat
* houra
Percolation teat raadinga aade by
6^-i<r atarting at VO-. .peflio
3
(data)
during taat, fa
Maxiaua water depth above hole
Inchea.
■«
Tiaa
Tine
Interval,
Kinutea
Heaaurenent,
inchea
Drop in water
level, inchea
Percolation
rate,
mlnutea per
inch
Rcnnrha
«
VV.Vi
VV.Ol
VV.M^
VV.M3.
(o
va.vS
H*»|,llU
4^1
c.c.
4•/^
Percolation rata • 4».P»ninutea per inch.
p'
r
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r-^
L-14
PEHCOLATIOII TEST DATA SHEET
Tiat hola location A,g^VocV.c^Hole nuaber
Data Caat hola naa araoarad
Dlaaatot of hola, fc> Inchaa,
. Depth of hola botton. SO inches.
Soil data froa taat hole:
Dapthf inchaa
O-S”
Soil texture
R". ao‘V OC*.^ "
c\tv«-. \c>CV■<^^~
J
Hethod of aetatchlnn aidewll VC.f^.Cc
Depth of po*>niaed staval in botton of hole.
Data and hour of initial water filling _ _ _
Depth of initial water filling,
.3._ _ _ _ _ inches.
• OuN. .
inches above hole botton.
Hethod uaad to naintain at least 12 inches of water depth in hole for at least
4 hours A.AcMV\n'\.t-- ^'.pV->o/~N
Percolation teat readings node by SAf on
(S'&'A starting at VO.Haxinua water depth above hole
.rol - - P*"*(date)
during test,_ _ _ _Co inches.
Tine
Tine
Interval,
Minutes
Measurenent,
inches
VV.\1^
VV.
iv.m
Drop in water
level. Inches
r.Tcolntlon
rate,
minutes per
inch
Rcnarkn
0
C,s%
IS.Q
r/a
Percolation rate ■ninutes per inch.
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PERCOUTIOM TEST DATA SHEET
Test hole looetlon ,ftWVL A,
Oete teet hole wee prepered In- \U -R*-!
Dieaeter of hole.
Hole number q 1
Depth of hole bottom. Inches.
(o Inches.
Soil date from teat hole:
Depth, Inches
Q-U*
Uf. N“
Soil texture
J
\Olv <N-S
IM* X)*P>f0(-OrN VoCa<'^I
2.0”fer rn-O*.*^ CXo-Ov \Clevis'^
Nsthod of seretehlnd sidewell Krs’^C t,J
J Inches.Depth of pee-slsed gravel in bottom of hole, _ _ _ _ _
Date and hour of Initial water filling tD-.no^».
Depth of initial water filling.\a-Inches above hole bottom.
Method used to meintsin at least 12 Inches of water depth in hole for at least
* hours fwAc^/v-Ni^l.V
PercoUtion teat readings made by SAc.u rv .'^Ic^.S'C.vvrc^ on
starting et >C»’ SS . Haxlmun water depth above hole&
during test.
-p.m.
inches.
Tins
Tine
Interval,
Minutes
Measurement,
Inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
0
-111.03,
\v.
(o
U'.n
L
L.
IS.O
tarcolntion rate AS^O minutes per inch.
y
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PERCOLATION TEST DATA SHEET
Percolation test readhifk matle Ky Steven fl. Sehirmera on 4-12;B7 lQs47
T«.hnt.w,,inn I'OtZrblk.Z, French 10 4-11-8? .
Depth of hole bottom-.,. .. inches, niamnt»r«fti«tn 6
Soil data from test hole:
Depth, inches
0 - 14"
Soilieuwe
Topsoil dark brown sandy loam I
14" - 24 It Brown sandy loam
Method of scratching «i»tguinii Xnlfe
Depth of gravel in bottom ofholc-2 Jnches
4-11-87 19
Date and hour of initial water filling.—____ Depth of initial water mting innii.. g^ovc hole bouom
Method used to maintain at least 12 inches of water depth in hnU rn# ^ (.fnn a iin»»« Automatic Siphon
— ' ■■ , Maximum water depth above hole boaomdufi
Time
Time
interval,
minutes
Measurement,
inches
tiphon ■ I
S n.-;- -4
Drop la water
level, iaches
10i37 prefill 6
10:47 11:02
Bmolatioa
me.
mluuieipar
iMh
Renmiks
11:07 11:22
t 2-7/8
N
11:23 11:38 «
2-13/16
5.2
2-3/4
5.3
IS min
m m
5,5 «II
. t
f
Ihncolation rate ■» ^ • 3 minutes per inch.
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PERCOLATION TEST DATA SHEET
Pcrcotution test reac'ings made by.Steven B. Schlrmers an.4-12J7 ^ 10»48
Test bote Lot2, Blk. 2. French Creeh„t« numbee___---------- Me hole tMi |ierpewil 4*11*87
Depth orhote bottom__2i___inches, Diametef ofhole fi itiehei
Soil data from test hole:
Depth, inches
0 - 10"
i
SoUiuiura
Topeoll dark brown sendy loam
1
J
i
18" -24"Brown loamv aand
Method of scratching sidewail__RnU?-
Depth of gravel in bottom of hole.2
A at 4:00p.in.4*11*8» rVnfhnf IniliiDate and hour of initial water filling ' , Depth of initial w«erfUliin ......iiicheaabove hole batHM
Method used to maintain at least 12 inches of water depth in hole for at least 4 ht ft Iphon
test____t____inches ** "■, Maximum water depth abotw hole botimn during
Time
Time
interval,
minutes
.Measurement,
inches
Drop in water
level, inches
10!37
10t4B
Drefill
lls06
A l!24
6
Percolation
me.
minutes per
inch
M
lls21 n
3-ILL
»ll!39 «
3-1/4
4.3
3-1/16
4.6
15 mIn
4.9 ■
I
Percolation rate «.4.6 uninutes per inch.
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PERCOLATION TEST DATA SHEET A
bClSi—sttftinfftreoMonKitK*n»f.«,a&by Sttveti B. sclilrm.r«__.
--------------Fr.nch Cr..l.„„,.
24 ^
^ 10i49 m ^
Daw hole wupfcpi , 4-11-87
Dep'.h of hole bo'.toii Jnchcs, Diameter of ho!e_Jnchei
Soi! Oata from test hole:
tX'p'.!i, inches
0 - 18"
Soil watuie
Topsoil dark brown sandv loam
18" - 24"Brown sandy loam
Method of scratching sidewall—
inchesDepth of gravel in bottom ofholf ^-----------------
Date and hour of initial water ri!!ing_l_i^_iZ.. fnltuil water filling , , inches above hole bonom —
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours siphon ^
, M.i«iinum wmerAyh ahnw hnlg hoMiim during twl-----^ ■ -.ItidWI
T
Time
■Hme
interval.
minutes
Measurement.
inches
Drop in water
level, inches
10:37 prefill i 6
Percolation
raw.
minuwsper
inch
Rcmaffca
10:49 11:04 H
11:0S 11:20 m
4 3.8 15 min
3-7/8 3.9 II
11:25 11:40 «•I ««m
I I
1
••d
Percolation rate ■3.9 jninutes per inch.
e
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PIPES---------^4* WATER
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SEWAGE TREATMENT SYSTEM WITH DROP BOXES t
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Mr
haet from
SEPTIC TANK^
OR PHEVKWS
DROP UOX
/
outlet to
TRENCH
FIMAS (wotesl
I.ALL PIPES SHOULD K AT LEAST
4-MCH OIAMCTCR
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t
ft
li'r . t- Supply lwe
\ \ TO NEXT. \ \0H<y eon
outlet TO
TRENCH
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Z.ELEVATION OF MLCT AND SuPPUT
effluent level in trench
I SUCCESTEO TRENCH LlQUO LEVEL
IS Z* ABOVE TOP OF OUTUT PIPE
A INVERT OF inlet MUST BE AT UAST
ONE «CH I«GHER than invert OF
SUPPLY PIPE TO NEHT DROP BOM
S.TRENCHES MAY OUTLET ONE SIDE ON
BOTH SIDES OF DROP BOR
outlets
TO TRENCH
MlET
• ^tlet to
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7 TRENCH
DROP BOX
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