HomeMy WebLinkAbout1984-07-16 Septic System Design Report,'k ..
: S-P TESTING, INC.
_ nn 951 KATYDID LANE
A r�oSe ('try ST. MICMN 55376
497 566
srEVE SHIRMERS
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Sad and Percahtim Teats
Septic System Design
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Lou of Soil so ii • L-13
Location or Project $,ap
bwb*s made by ^ 1•�-8`i
'.' Date
i Classification System: AASl10 ; USDA-SCS ; Unified d other —
Auger used (cheek tvo)s !land f. or Power ; Flight _. or Bucket other
5 .
Depth. Boring number _
In Surface elevation
feet
0.
'Io,�5o�1 Oc.cK Qco��5,0„��1oar.�
1 — 1JCO.�J•-� Sc,.n� Cla�.� �OG..�-1
3-
4 CoC.cSC SC<-NL
S—
7 —
S.la_Yy
End of boring at 'i feet.
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole
Mottled moll:
Observed at �' feet of depth:.
Not present in boring hole _
Depth. Boring number a
fe_
inet Surface elevation CI Ll S. b
O i0?S6.1 OuCK 3ra,,» %ao.'-' ��I
TcaCeS o-�o" o�
CAC'-.�
1aC•,,
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S-
10—
End of boring at 8 1•�i, feet.
Standing water table:
Present at _ feet of depth.
hours after boring.
Not present in boring hole
Mottled soil -
Observed at �`I" feet nf depth.
Not present in boring hole
. Lois of Soil Bomar. =s L-13
Location or Project=� �St,� r,
brimsa wade by ^e �• t
\-�c5 Date
• Classification Systew: AASHO ; USDA-SCS Unified ,�_: other _
Auger used (check two): Hand _i , or. Power
_; !light _, or Bucket other
Depth. Boring number 3
Depth, Boring number
in Surface elevation
in Surface elevation cl
feet
feet
440 A- (,So'.� Ck•cwt&o�•� SC-11� 1Ca"-N
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9
10 --
10 --
End of boring at 1'`1" feet.
End of boring at I, feet.
Standing water table:
Standing water table:
Present at feet of depth.
Preseldt at _ feet of depth,
hours after boring.
hours after boring.
Not present in boring hole V/
i
Not present in boring hole %J
Mottled soil:
Mottled soil*
Observed at Cr�l " feet of deptr.
Observed at )'4" feet of depth.
Not present in boring hole _
Not present in boring hole
L-14
PIRCOLATZOH TEST DATA SHEET
Test hole location Hole number 1
Date test hole was prepare i-9-Depth of hole bottom,_.? inches.
Diameter of hole, �_ inches.
Soil data from test hole:
Depth, inches Soil texture
o- �o• �j��,1 p ck Bca.ar� Sc.tc� loa,r
Method of scratching sidawall V-,. (L
Depth of pea -sized gravel in bottom of hole, .2 inches.
Date and hour of initial water filling _ -,-gyp-Q.,S("g.".
Depth of initial water filling, a inches above hole bottom. 10
Method used to maintain at least c12 inches of water depth in hole for at least
4 hours r\nn + ,F rn a AJo.,N&l lo,S-•--•-•-•----.,
Percolation test readings made by S-e IeSt.ca�.'T,u.��c.le,�Q.SL4:.c�.�cS on
1-10- starting at a' S 6 a.m. Maximum water depth above hole
(date)
during test, a inches.
Timm
Tine
Interval,
Minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
�; 6
•S�
(cl
.'�
..
3•.oco
3.09
3' -Z
1
40
Percolation rate - I 1 minutes per inch.
L-14
PERCOLATION TEST DATA SHEET
Test hole location (Ose--4ct•" Kola number
Date test hole vas prepared 1- 11 -8`� , Depth of hole bottom, 3,E$ inches.
Disaster of hole, {n inches.
Soil data from test hole:
Depth, inches Soil texture
0- mll 1oT �cr owrl �oac�c� �Jt C c�CcS U; jw��
Method of scratching sidevall,� is
Depth of pea -sized gravel in bottom of hole, inches.
Date and hour of initial vater filling - q - `,� �� ;00 0.,•, .
Depth of initial vatar filling, lI;i_ inches above hole bottom. r
Method used to maintain at least 12 inches of vater depth in hole for at least
4 hours
Percolation test.readings made by 5- r,n Zrc.CAL( )tr. �.��, .. (S on
-to -Bq starting at a'm' Maximum vater depth above hole
(data) '
during test, G inches.
Ties
Tim
Interval,
Minutes
Measurement,
inches
Drop in vater
level, inches
Percolation
rate,
minutes per
inch
Remarks
('(
:oo
y:3�
�
1 S s
le•5
Percolation rate - 1i6-S minutes per inch.
PERCOLATION TEST DATA SHEET
%.J Test hole location �ar�d,.� tbSe�gCer� Hole number 3
Date test hole vas prepared 1-q-g� Depth of hole bottom,__ inches.
Diameter of hole, % inches.
Soil data from test hole:
Depth, inches Soil texture
�• n
o_`
lQoa�
So�� caK So. C o.,1J�� r\c,.'\ \C)Ar.�
� �o •�`��� �io�J� J�nt�-J. `oGr�
Method of scratching sidewall kc-,S
Depth of pea -sized gravel in bottom of hole, eZ inches.
Date and hour of initial water filling
Depth of initial water filling, g inches above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at leash
4 hours coot zQ ede A- a_AAs. -D Sa=&-4
Percolation test readings made by S� ►cS.na ;1M _ S .�G:.c...�c S on
')- o - `i starting at a. Maximum water depth above hole
(date)
during teat, 8 inches.
Time
Time
Interval,
Minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
3:x5
3.30
(d1
.1
S
3 . Lk
Percolation rate - . g minutes per inch.
•
•
L-14
MCM ATION TEST DATA SHEET
1 :.
Teat hole location Hole number y
Date test hole vas preparee Depth of hole bottom,_ inches.
Diameter of hole, (e,_ inches.
Soil data from test hole:
Depth, inches
Suil texture
Method of scratching sidewall kr" -e_
Depth of pea -sized gravel in bottom of hole, �_ inches.
Date and hour of initial water filling Loop".
Depth of initial water filling, inches above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least
4 hours tN
Percolation test,readings made by
on
_ % starting at
a.m. Maximum water depth above hole
(date)
during test, g inches.
Time
Time
Interval,
Minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
Ito
. O '
L
..
S•I
L
-A..o5
.Tiq
3�
•
Percolation rate - minutes per inch.
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• FIGURE S
v-12• EARTH C
COVER C-GRASS COVER
-
- _ _
_
C
O
_ _ J yr-•
SEPTK
i' ANK
—
ORW BOXES
A- DISTRIBUTION ,
PIPES 4
1 I
DROP
Box I
TANX
EXTRA TRENCHES:
1
I
CAN BE r
o if
°NECESSARY
I
!
•• "`"PIPES TIG►tIT
I
SEWAGE TREATMENT SYSTEM WITH
DROP BOXES
OUTLET TO
TRENCH
INLET FROM
S6rTIC TANK
OR PREVIOUS ,
DROP Box - SUPPLY LINE
TO NEXT
OR P BOX
OUTLET TO
TRENCH
-SUPPLY
INLET �• ; -� - lWE
,
I 2• �
I � '
i I -OUTLETS
1 TO TRENCH
NOTES
FIGURE 6
-
1.
ALL PIPES SHOULD BE AT LEAST
{ - INCH DIAMETER
2.
ELEVATION OF INLET AND SUPPLY
LINE TO NEXT DROP BOX MAY BE
ADJUSTED UP OR DOWN FOR DESIRED
EFFLUENT LEVELIN TRENCH
3
SUGGESTED TRENCH LIOUIO LEVEL
IS 2' ABOVE TOP OF OUTLET PIPE
4.
INVERT OF INLET MUST BE AT LEAST
ONE INCH NlCHER THAN INVERT OF
SUPPLY PIPE TO NEXT DROP BOX
S.
TRENCHES MAY OUTLET ONE SIDE OR
BOTH SIDES OF DROP BOX
3-- INLET
1 • ,'��
S`PPELY
1 1
1 1
1 '
1
1 • , I
i
-OUTLET TO
1 1
TRENCH
DROP BOX
to
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