HomeMy WebLinkAbout1985-12-13 Septic System Design & TestingYTY •n .�
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LOCATION
GENERAL CONTRACTOR
SEPTIC CONTRACTOR
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Loam Soil Eori • L-13
Location or Project
Borings aside by S- (le�� Data _tc) a4
Classification System: AASHO USDA -SCS ; Unified -Z—; ocher —
Auper used (check two): Hand y[, or Power Flight _, or Bucket 11"; other
Depth.
In
feet
0
I Boring number t
Surface elevation Cl 333
U G< K r CA
3 —
">I veC .\ - C. tt1e.
6 —
- y �-
7 —
8 —
9 --
10 —
End of boring at _�Q_ feet.
Standing water table:
Present at A'/ feet of depth,
J.4 hours after boring. T t
Not present in boring hole
Mottled soil:
Observed at 1'4 feet of depth.
XQt present in borinp hole
Depth, Bortnp number _
f!,*Mt Surface elevation
0
io�SOA 410.0k S4 1oan�
L'
t3to�� h•cd;v...1 Sa�C�,
I' -XJ
.2 8 3 vz — -
-
rt
10 —
Ll -
End of borinp at �_ feet.
Standinp water'table:
Present at _ - felt of depth,
#w hours after borinp.
Not present in-borinp hole.'
Mottled soil:
lbservekat 6 feet of depth.
Mt present-in.boring hole
Is
<, .
Losa�Soi Sorin s L-13
Location or Project L�c.��.� ��i�S�xa
Borings niadL by`.,- 1eDate \C-Jr\-8`�
Classification System: M SHO USDA -SCS ; Unified -V other —
Auger used (check two): Hand -IL:. or Power _; flight _. or Bucket v other _
Depth, Boring number _
fee
in t Surface elevation `13 `i
n
1 — ,' ^ ZotZt. moi 1
�fp.J+'� )MCC�•w.1 SA�
--
C1 " '•i --- —
Lnd of boring at (o feet.
Standing voter tables
Present at .1 o• feet of depth,
u hours after boring.. '
/ Not present in boring hole
Mottled soil:
Observed at 1'•J- feat of. depth.
. ...tial:. .
I
Depth. Dortng number 1-1
In Surface elevation c1. Z
feet
0
'100.
. CA. —
1'4'- MOt•Fl. � - c
— �
_C,'_ a,y
uc o ca- Cmc E-�
to — I
Lnd of boring at feat.
Standing water tablas1
Present at aQ• fel of depth,
hours after boring.'
Not present in4bering hole_.
Mottled soil:
Observed at1''1• feat of deptb.''-
01n• none w..► 4. lk-4"r 1.nl•
•
tAIaof Soil borin s t-19
Location or Project
Nor logo made by _ �,c
r Date
-J
USDA : unified ��: other—
Clasaification System: AASNO : T11Rht _� or bucket �: other
Auger used (check tvo): Hand y�. or bwt
Depth,
Aoring number
to
Surface elevation " ��•
feet
0
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6
T —
10 —
Lad of boring at tv feet.
Standing water table:
Present at - '(-I• feat of depth*
y hour■ after boring.
mot present In boring hole
Mottled soil:
Observed at �.a' feet of depth..
Not present in boring hola
Depth,
in
feet
0—
boring ounber _
Surface elevation
--------
� � .Va;,..� sum
Uc�� p�,.�k vrw, loun•�
— t'w• J I.Z.
g1 u.L.ik 3Y�' _ 4' 10 UM
4' - 4o
S — Qo.0 k �� � named.'• w.� Sc,1,��
So 5,OL(C:�CSSo.lS' 1�
gad of boring at feet.
Standing watrr table:
Present at (_ falt of depth,
;t / hours attar horinmt•
got present In boring hole
1mottled soil:
Observed at __Ij_ feet of depth.
1tot present in boring 11010
01
PERCOLATION TEST DATA SHEET
i Test hole location Hole number
Date test hole was prepared F_, -I , Depth of hole bottom,inches.
Diameter of hole, (b inches.
Soil data from test hole:
Depth, inches Soil texture
x-10'
Method of scratching sidewall KYi\i
Depth of pea-sized gravel in bottom of hole, a` inches.
Date and hour of initial water filling _ iC
Depth of initial water filling, 1-Z- inches above hole bottom.
Method used to maintain at least 12 inches of water depth In hole for at least
4 hours "-'Ca'C_ rJ,.7`-'0i1
Percolation test readings made by�lrC�{e ter\ 3 1.,.,,j\E!L on
IQ-J3Q•_� starting atm Maximum water depth above hole
date))
during test, (e inches.
Tine
Tim
Interval,
Minutes
"
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
10
4 p,.4S
ll'.00
11,061
W.A„
S/4
3"•b
Lj I
4 Percolation rat* i' 3 minutes per inch.
Y �
L-14
PERCOLATION TEST DATA SHEET
Test hole location )c..e-' ?•\\SbkJ �k Hole number
Date test hole was prepared 1l_` D11 Depth of hole bottom, inches.
Diameter of hole, _6 inches.
Soil data from test hole:
Depth, inches Soil texture
Method of scratching sidewall
Depth of pea-sized gravel in bottom of hole, �_ inches.
Date and hour of
initial water filling
to - �a`1- 6'(
0,0k_1T' -"
Depth of initial
water filling, 11
inches above
hole bottom.
Method used to maintain at least 12 inches of
water depth
in hole for at least
4 hours ..1 c ,%V
PercoLtion test readings made by S• p �l �5 ; �3, C�iS vCr��i, c,,2 I - on
3C starting at !Maximum water depth above hole
(date)
during test, Lo inches.
Ties
Time
Interpol,
Minutes,
•
Measurement,
inches
Drop in water
level, Inches
Percolation
rate,
minutes per
inch
Remarks
,�...••. Psrcolacion rata !� ,`1 minutes per inch.
F
PERCOLATION TEST DATA SHEET
Test hole location �pl„� t>,�\S�p �(,� Hole number
Data test hole was prepared a9- _`i Depth of hole bottom, 1, inches.
Diameter of hole, G inches.
Soil data froom ;test hole:
Depth, inches Soil texture
n
Method of scratching sldewall rN
VP
Depth of pea-sized gravel in bottom of hole, �_ inches.
Date and hour of initial water filling
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 iL.�L,at_ '- aI'o -
Percolation test readings made by
on
�- starting at 3.Z • a.m
date) M. Maximum water depth above hole
during test, % inches.
2
Time :inch
olation
Time Interigal, Measurement, Drop in water , TRem:rks
Minut & inches level, inches es per
10'V
�7a
�1I 5A
Z_` W G
4;, r hieaLtion rate Lt,.9 minutes per inch.
rI !L{ oaf/ • .
PERCOLATIO14 TEST DATA SHEET
Test hole location �ol�,� �, �lSl�►,•i ti Hole number
Date test hole was prepared LO Depth of hole bottom, l.1 inches.
Diameter of hole, G_ inches.
Soil data from test hole:
Depth, inches Soil texture
Method of scratching sidewall
Depth of pea-sized gravel in bottom of hole, inches.
Date and hour of initial water filling
Depth of initial water filling, I inches above hole bottom.
Method used to 1maintain at least 12 inches of water depth in hole for at least
4 hours l��L��y�� -L ����J• _
Percolation teat readings mads by^ 'L r . r on
l - starting at 10'•9 .m Maximum water depth above hole
(date)
during test, (o inches. 46t'r NL. ODl d7
Time
Tine
Interval,
Minutaa
'
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
lo• �9
�•.S9
�-
kv,H
�1
Percolation rate `•S sinutes per inch.
FUCOLATIOU TEST DATA SHEET
Teat hole location Hole number S
Date test hole was prepared Ip 9 a Depth of hole bottom, %,�L inches.
Disaster of hole, (_ inches.
Soil data from test hole:
Depth, inches Soil texture
Method of scratching sidewall
Depth of pea-sized gravel in bottom of hole, _y inches.
Data and hour of initial water filling
Depth of initial water filling, �ZI inches above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least
4 hours
Percolation Cast readings made by n ` �•r, on
starting at %ry.30 :� Maximum water depth above hole
(date)
during test, inches. 461LIr lj(;,. UO(oa'7
Tine
Tina
Interval,
Minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
W. 13U
O
"'
•(�
1 a U
CWi
Percolation rate a tis, minutes per inch.
10
do
PERCOLATION TEST DATA SHEET
�= Test hole location b Hole number
Date test hole was prepared 1Q -a5 bq , Depth of hole bottom. inches.
Dlasieter of hole, (— inches.
•
Soil data from test hole:
Depth, inches Soil texture
Method of scratching sidewell KnS
Depth of pea-sized gravel in bottom of hole, inches.
Date and hour of initial water filling l� ��,� •��•
Depth of initial water filling, l3 inches above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least
4 hours 1��•�\0.�� �;���.o•�
Percolation test readings made by nc �i r on
lL,-�)- &q starting at 4 a.n Maximum water depth above hole
(date)
during test, le inches. t: F_yt-r )JU. 00eDd'7
Time
Time
Interval,
Minucas
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
0'31
1r�1
mss(,,.
�� U
Percolation rate - l'.3 minutes per inch.
0
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4 INCHES STRAW OR MARSH
HAY AND LAYER OF RED
ROSIN PAPER
GRASS COVER
SAND FILL---,
MAXIMUM SLOPE
It TO I
TOPS IL _+
SUBSOIL
SANDY LOAM SOIL
— PERFORATED LATERAL
6 INCHES
f TOPSOIL
PLOWED OR � I�
DISKED SURFACE a CLEAN ROCK %SLOPE
CROSSS/4 TO 21/2 INCHES
ECTION q — q
— PIPE FROM
PUMPING CHAMBER
PERFORATED —
LATERALS
BED AREA
+
A I ; p
W,
20
INCHE , v'�
INCHES
I
DIKE ---_I MAFXET--lb�DIKE
TOTAL WIDTH
1 I
PLAN VIEW
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TEE-
TEE TO TEE LATERAL—MANIFOLD CONSTRUCTION
Gross Cover
Topsoi I
;0 tx,
C-
` Loamy Sand Backfill Hay or Straw Covered
` by Layer of Red Rosin
Paper (or nylon fabric)
t r I Perforation in Cap Near
Crown of Pipe
€` Tee
Perforations at Lateral
Reducer Manifold Invert
�.s. C Tee
`—Rock- Layer
12 - I nch Layer of
Clean Sand
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