HomeMy WebLinkAbout1996-07-23 Septic System Design ReportDevelopment Engineering, P.A.
6440 Flying Cloud Drive, #104
Eden Prairie, MN 55344
(612)942-9262
Fax: (612) 941-3030
TRANSMITTAL MEMO
Date: 23 July 1996
To: Whom It May Concern
From: Patrick J Hines
Subject: 1880/60 Fox St, Orono, Minn
Project 95-127
Attached in triplicate are three copies of the new primary System
Design for the above referenced site. The design is supported by
design calculations, typical dravings, etc. The nev site is the
former alternate site from our original work. A site evaluation
for this area vas performed and submitted last year.
The design is supported by design calculations, typical dravings,
etc. I understand another party is working on a nev alternate
site.
I hereby certify that our firm is licensed by the MPCA to design
systems in accordance with Minnesota Rules, and that I am a De-
signer II under those rules.
Respectfully submitted,
DEVELOPMENT ENGINEERING, PA
Patrick J Hines
ISTS No 1503
MPCA License No 10
attachmentrs
Itdbo�(.o 1-a� »� C� r�r•�� AA�++r
S C H E M A T I C
RECTANGULAR SEWAGE TREATMENT MOUND
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MOUND DESIGN WORKSHEE1
:
(l-Jr ,ox%-� up to i 20," gpc )
S ..,
A.
Estimated /off:. gpd (seepages D-7 or I-3, 4, 5)
or measured - gpd x 1.5 =
B. SEPTIC TANK LIQ: ID VOLUMES
'a� gall,�ns (see pares C-3 or C-5)
C SOILS (refer to site evaluation)
1. Depth to restricting layer = /' inches e' ' )
2. Depth of percolation tests = 14 inches
3. Per.olat;cn rate _� mpi /° -'
4. Land slope c
D. ROCK LAYER DIMENSIONS
I. MultipIy floc.- rate by 0.83 to obtain required area of rocs:
layer: Daily Flow x 0.83 =
osc gpd x 0.83 sq. ft./gpd = 671 i sq. ft
2. Select %%idth of rock layer (10 feet or less) = io ft.
3. Length of rock layer = Area i Width =
e 7i = sq. ft. /a ft. = IF ; ft.
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock;
87/ Z sq. ft. x /o ft. = gLd cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
i
cu. ft. + 27: 3� cu. yd.
3. MultipIy cubic yards by 1.4 to get weight of rock in tors;
3ZL cu. yd. x 1.4 ton/cu. yd. = yM_ tons.
F. ADSORPTION WIDTH
I. Percolation rate in top 12 inches of soil is G. 1 mpi
2. Select allow•aVe soil load in rate from table on page E-;
• 7 gpd/ft=
3. Calculate adsorption width ratio by dividing rock layer
loading rate of 1.20 gpd/ft2 by allowable soil loading rate;
1.20gpd/ft2+ , '?4 gpd/ftl- /,5 z- .
Check this value on page E-16.
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width; :
io x
"'ff Au l Se -aft F.. , 'A GA'i r % Iti Q•1
tlt'
of
Hc.7s•�, (
T%rw I IT.-R 11 T.pa 11; ! Tilt•
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I t�
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3 I
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6 I
so[ I 72y : 33: 7.. 1
fc�ta lw� 4N:rr• re•L....
bt
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ix
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wI Ili•
11+i��'�
3LU lu.
Rock Bed
f .�� ♦.. 1itii•••••-
•f • /•I. I:I:hI N•l•/•:
j}i f�i:iti..,.ti.ti.�.•,..,."%'idth 910 ft.
.ti.• � ti � i.� i; i.f; i is
Aburpliaa %'d1h Sizina Table
w.....e Rae "W.
i l6to r fowl Tare /a pf Pt
lob of
Aft" -or wW:►
atom& LL}e+
1Yrh•.
Fir lowi 0 1
C.rr s.r
less
saw Rio
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sis
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ab.. *Aft
CU, _
fr•-
G f DOWNSLOPE DIKE WIDTH
1- if landslope is arc or more, subtract rock laver width from
adsorption width to obtain minimum doiv nslope dike toe for
absorption:
/5• Z.ft - /0 ft = 6. = feet
2
Calculate minimum mound size based on geometery:
a. Determine depth of clean Fand fill at upslope edge of rock
laver: Separation A 5 feet
b. Multiply rock laver width by landslope to determine drop 4.'�
in elevation; Slope Difference
,.,......�
x S." % + 100 = • 57 feet
��L.....-
c. Add depth of clean sand depth of clean sand for
separation at upslope edge (2a) to depth of rock laver to
rock depth and the depth of cover to find the total mound
height at upslope edge of rock laver;
/. s ft, I ft + I ft = 3.5 feet
d. Enter table on page bottom %vith Iandslope and upslol..
dike ratio. Select dike multiplier of 3. 90
e. Multiply dike multiplier by upslope mound height
to get upslope dike width: 3.y x 34 = /3.7 feet
f. Add the depth of slope difference (2b) to the upslope
height to get the downslope height
3S + . S7 = V.o) feet
g. Enter table on page bottom with landslope and
downslope dike ratio.
;
Select dike multiplier of S /8
h. Multiply dike multiplier by dow•nslope mound height
to get downslope dike width: 5• If x ya? = 21.1 feet
i. Compare the vall ues of step G.1 and Step G.2.h. Select the
31.1
- 2.6S
S" r`
greater of the two values as the downslope dike width;
rvr ram` is. 2
21,1 feet
j. Total mound width is the sum of upslope dike RD&Sedlwiau;' iv'•''
l p.i� o�i�.iv;dw r� 'i<�:
width plus rock layer width plus downslope
dike width;
/3 ft + /U ft + ft = 4W8feet �p.�.o,,:;;r N` '► :
:'0"Wid&h
k. Total mound length is the sum of upslope
dike width plus rock layer length plus'
upslope dike width;
:. :::::::::::::::::.;:::::;::::::•.
131 ft + sr7/w ft + /.3.'7 ft = /if feet -----T°u1 Lanj%h
31
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$ 79
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1
,-AYER OF GEOTEXTILE
FABRIC
GRASS COVER
C.�.EAN SAND FILL —
MAXIMUM SLOPE -�
♦ TO I
LOAMY SAND CAP
—PERFORATED LATERAL 4-v Fit,
6 INCHES
TOPSOIL
1. lay /07.8
CLEAN ROCK
TOPSOIL PLOWED OR ;34TO2'/2 INCHESDISKED SURFACELOPE
SUBSOIL £ I� v ,o�. 3 = S. 7 y
CROSS SECTION A - A
' y
I`s
PIPE FROM
PUMPING CHAMBER
PERFORATED
h LATERALS
It
/ 1
1 ,
BED AREA I ~
v
1 I n W
20 0 o 20
INCHES! vv INCHES -
1 1 1
, 1 1
1 i 1 I
DIKE, '0 FEET_�_OIKE
7 r./
TOTAL WIDTH
PLAN VIEW
AN
MANIFOLD LOCATED AT END OF PRESSURE DISTRIBUTION SYSTEM
END PERFORATION OF A PERFORATED LATERAL
Topsoil
Lo
V/__" 1:3I260b
,,,� Grass Cover
Layer of Geotextile Fabric (or four -
inch layer of hay or straw covered
with red rosin paper)
tion Drilled
p Near Top
Horizontally
At Least 12" to Edge
of Rock Layer
Perforations Located at
Clean Sand La er Bottom of Lateral /y"
y
Original Soil Properly Scarified
Before Placing Sand Layer
PRESSURE DISTRIBUTION SYSTEM
/600/64 91- Ys OVW..O
END PERFORATICr4 OF - PERFO:.:TED LATEF--
1. Select number of perforated laterals .3
2. Select perforation spacing = 'I feet
3. Since perforations should not be placed closer than I ft. to
the edge of the rock layer (see diagram), subtract 2 ft. from
the rock layer length.
S70
� feet
Rack Liver lengt.+
_
4. Determine the number of spaces between perforations.
Divide the length above by perforation spacing and round
down to nearest whole number.
Length perf. spacing = g ft. _ I ft. = 2 ! spaces
5. Number of perforations is equal to one plus then amber of
perforation spaces .
21 spaces + 1 = 12 perforations per lateral
6. Multiply perforations per lateral by number of laterals to
get total number of perforations.
lateral $ x � iai�r,, _ _� G perforations
7. Determine required flow rate by multiplying
number of perforations by flow per perforation
pats x gpm/per. _ /gpm.
� j io0+o•I �•
I- Loll, or GIO1fe1Je Fooac (at lo.•'
Lopmv So- Lore ncn iorw at
.•rn rro •e.,n pooerl
.•• v�.ea Lcn•� `''�T�--Plrl .; Imo Lao Lao
r�. �• �\^-•i`-"•'.'hta, Too
�A,an rviC Roce I _ 1'1� Of Roc► Lore,
'-Perlaol,om Located of
Clean Sand Lore, Befrp.n or Laie.ai
L orrprnor sun Prooerlr Scmdree
Bela- Plocrnp Sand Lover
TABLE OF PERFORATION DISCHARGES ]IN GI'N,
Head Perforation diameter (inches)
TIn
t�.
I.0a
0.56
.7;
1.5
0.69
0.90
2 OF
0.80
I 104
115
0.89
1.1:
3.0
0 95
1 2S
40 i
1.13
1.47
5.0
1.26 +
1.63
a'.'x 1.0 foot of head for residential systems.
bU.c 2.0 feet of head for other establish -news
Table 2
Maximum allocable number or
lateral to =uann toe <V-Wh1
r incA perfontluna per
--ranatiun
Prf- sti
1.25 inch
1.5 inch
2.0 inch
)--
2.5
14 ;
18
28
3.0
13
17
26
3.3
12
16 l
25
Ar
11
15
5.0
10
14
S. If laterals are connected to header pipe as shown on upper
example, select minimum required lateral diameter from
table 2; enter table with perforation spacing and number
of perforations per lateral. Select minimum diameter for
perforated lateral = 2 inches
9. If perforated lateral system is attached to manifold pipe near
the center, as in lower example, perforated lateral length and
number of perforations per lateral will be approximately one
half of that in # 6. Using these values, select minimum
diameter for perforated lateral from table 2 I'JA
perforated lateral = inches
'- fir ,,,..�• z
Sizing of Pump,Station %Z%0/4O ►-ax'-I)
Determine Surfa ea T
Rectangle - ea = L x W 1
square feet Length
Circle = Area = n x (Radius)' G
3.14 x 3' x 3 = 28.3 square feet Radius
r. = 3.14
Other = Get Su Area from Manufacturer
5qylare feet
Calculate Gallons Per Inch
j There are 8.34 gallons per cubic foot of volume, therefore you must multiply
the area times the conversion factor and divide by 12 inches per foot to
calculate gallons per inch
Area x8.34+12
Z6.3 x 8.34 _ 12 = /9.65 gallons/inch
Calculate Gallons to Cover Pump (with 2 inches of water covering pump)
(Height (in) + 2 inches) x gallons/inch ,
( J4 + Z ) x /9.45 = 354 gallons G .•�.a i jr
N'
Calculate Total Pumpout Volume ele. ,#j.s Reserve Capacity
(Section D on page f-15)
z6y%� gallons 7s7>t qr yo..
w Alarm
Calculate Volume for Alarm (typically 2 to 3 inches)
Depth (in) x gallons/inch =
1 x J9.ts = .r9 gallons £rev 99•4/
Pump On 59_q,11 3"
ZGVI I ToPomP� d ; ut Voiu.—t
Pump Off / J %L
Calculate Reserve Capacity (75% the daily flow) ssy um H`ghc /a'•
Daily floe (sev page D-7) x .75 97.3
WO x .75 = 7137:; gallons
Calculate total gallons
gallons over pump + gallons pumpout +gallons alarm + gallons reserve
3+4+5+6
35* + 24q., + 59 + 78p= _ /q&S gallons Use-' /S4v (,,o 541 14"k
Total Depth (Total gallon divided by gallon per inch)
Total Gallon+ gallon/inch
26�1: + 114i; = /-3 inches
Float Separation Distance (equal total pumpout -o!ume)
Total pumpout volume- gallons/inch
/31, inches
/880/60 I'•OX J t� `ir-On0/ /YI OMn
A. Determine pump capacity:
). Minimum suggested is 600 gallons per hour (10 gpm) to stay ahead of
water use rate.
gallp;5_ x.
�1�
3. Use value from design of pressure distributions stem. 4---
SELECTED PUMP CAPACITY qgpm Pipc Length 20
Determine head requirements: Point of Discharge
q ,�./ �aLi T f/f.
Elevation difference between ppump and point of discharge. A•s ?•r Hlevauon Diffcmnce I �aS4
9 2- feet Fh` ;r, 1
If Fumping to a pressure distribution system, add five feet for pressure Pump
required at manifold
feet F-18b
�r
B
1.
2.
3.
4.
Friction loss
a. Enter friction loss table with gpm and pipe diameter.
Read friction loss in feet per 100 feet from page F-18.
F.L. = /7.66 ft./100 ft of pipe
b. Determine total pipe length from pump to discharge
point. Add 25 percent to pipe length for fitting
loss, or use a fitting loss chart. Equivalent pipe
length -1.25 times pipe length =
20 x 1.25 - ZS feet
c. Calculate total friction loss by multiplying
friction loss in ft/100 R by equivalent wipe length.
Total friction loss = 25 x 17•y6 +100 = Al. V feet
Total head required is the sum of elevation difference,
special head requirements, and total friction loss.
9. Z + So + ' Al
(1) (2) (30
TOTAL HEAD /8.6 feet
C. Pump selection
1. A pump must be selected to deliver at least 49 gpm (Step A) Nzth at least
,e•� feet of total head (Step B). 5 M J9 es t Yi NP - v
D. Total Pumpout Volume
1. To maximize pump life select sump size for 4 to 5 pump operations per day.
/_ O 50 _ gpd +4 = 24,' gallons per dose
2. Calculate drainback
1. Determine total pipe length, Zo feet. A 'Of
2. Determine liquid volume of pipe, i•.ti gallons per 100 feet. (see page F-18)
3. Multiply length by volume: Drainback quantity =
to feet x /o.St3 gallons/100 ft. = 2 gallons.
Suggested drainback quantity is 10 percent of pumped quantity. A larger drainback
percentage will decrease pump station efficiency slightly but pumping energy costs are
usually a relatively small part of the total household energy costs.
Total pump out volume equals dose volume + drainback
242 allons per dose + ?_ gallons = ZG V %. Total Gallons
inn 2.0 inch 3.0 inch
8Pm �� F�Tiwan tam pu too It of pia
10
0.69
0.20
12
0.96
0.28
14
1.28
0.38
16
1.63
0.48
18
2.03
0.60
20
2.47
0.73
0.11
25
3.73
1.11
0.16
30
5.23
1.55
0.23
35
7.90
2.06
0.30
40
7
2.64
0.39
45
14.7
3.28
0.48
3.99
0.58
55
4.76
0.70
60
/?,iL
5.60
0.82
D-7
F-
100
25
7.77
op
2
17.43 I
2.5
24.87
3
38.4
4
66.1
Loss of Soil Borings
B-31
Location or Project gy sr
Borings made - by 1�W/y 1jiVAW /<^ Date 7-14 - 9L
Classification System: AASHO USDA-SCS ✓ ; Unified other
Auger used (check two): Hand ✓ or Power _; Plight , or Bucket ; other
CONO Nt SCCoNOnt
mb � � D th Borin number ��Z�
Depth,
in
feet
Boring nu er
Surface elevation
0
1—
b-- -. 5— -
d
2
3 —
4 —
( 5 —
6 —
7 —
8
End of boring at q,d feet.
Standing water table:
Present at feet of depth.
hours after boring.
Not present in boring hole .
Mottled soil:
Observed at __/. 4 feet of depth.
Not present in boring hole
Observations and comments:
eP F.
in Surface elevation
feet
0
1 —
2
1
3 — 1�
I
4
5 —
6 --
7 —
8 —
End of boring at -'/ Q feet.
Standing water table:
Present at N/A- feet of depth,
hours after boring.
Not present in boring hole
Mottled soil:
Observed at /. 3 "feet of depth.
Not present in boring hole
Observations and comments:
N
e-el 11 " . 0 p
r.
- PERCOLATION TEST SHEET -
Test hole location Hole M A Date test hole was prepared: 7-
Depth of hole bottom: inches Diameter of hole: inches
Soil Data from test hole:
depth, inches
_
soil texture:
soil color
Method of scratching sidewall• r. Depth of pea size gravel in bottoms of a.r ie: inches
Date and hour of initial water filling: ' ' Depth of initial water filling- above hole bottom
Method used to maintain tr of water depth in hole for 4 hour2:
Percolation tert conducted by; ''o ') ' ' Percolation test started at ('M / pin).
%laximum water depth above hole bottom during test inches
INTERVAL
WATER
WATER
CROP
WATER
decimal)
PERC RATE
CALCULATION
TIME
(MINUTES)
DEPTH
(lrsetlon)
7. 71
START
—_-------
�- I. O � 7 A
--- ----
--------
----------
---- ----
:'064i �i1) s
REFILL
--
` 1B
-------- .
--------
----------
--=--1 -
-------€
"':' � D
REFILL
--------
--------
--------
----------
----------
btu• 1�)
Fi
REFILL
--------
--------
-
----------
"iS�=!FF
REFILL
--------
''!'t�i� • —6AaP ��
----------
G
REFILL
--------
—
''!!!� • '16AaP' �>BC�
REFILL
--------
i
-
--------
--------
----------
----------
Rt)'>fl1ELr
A,B.0
+rsa+�a • aati wa •
= 0.10 a•
C,D,E
rr.osa tw • tie• Ya 4W • _
: 0.10
E.F.6
wn%_59w& W of kwa.—
K 0.10 —
Ten Percent Calculation'
,C,D
A�Mrawz'w
O,E,F
= 0.10 —
= 0.10 —
F,G,H
rsYa •
= 0.10 —
cometsims
1116 : a
1112.13
3116 -.11
114: S5
5f16 a 31
318 = 31
7n6 _44
1Rs3
1f16 s J6
H x.63
11116 z .6!
314 2.75
13f16 s J1
742A
ISM6 z 34
if the top number in each sat of boxes is larger than the bottom number then taKa another raaa�ny.
the top number is equal or smaller than bottom number. average the three numbers for the pore rate.
26
- PERCOLATION TEST SHEET -
Test hole location / 0 5• ^ - _ ' Hole M Date test hole was prepared: -7
Depth of hole bottom: inches Diameter of hole: inches
Soil Data from test hole:
depth, inches
soil texture:
soil color
`lethod of scratching sidewall• •✓Q Depth of pea size gravel in bottom of hole: Z inches
Date and hour of initial water filling: ' Depth of initial water fillinic 1 above hole bottom
`lethod used to maintain 12- of water depth in hole for i ho==•s• .�---
Percolation test conducted by; ` ='� ' = Percolation test stated at - ia f pm).
Maximum water depth above hole bottom during test inches
WATER
WATER
PERC RATE
INTERVAL
WATER
DROP
DROP
CALCULATION
TIME
(MINUTES)
DEPTH
(traction)
(decimal)
START
— J------
A
YUAE
.�
R E P t LPL
--------
r. _ i ' 8
- • 'FREE
��
-'------
_
_----_--
----------
l
----------
►tfr a6i
REFILL
--------
• D
REFILL
lam)
-------•-
--------
----- ---
�t.>G
�
E
REFILL
--------
--------
--------
— --- --
----------
—
'=>1a1� ' �1Ei5p �'6DFLr
P'
REFILL
--------
-7'ii�i� •
--------
--------
---- -----
----------
c � )
G
REFILL----_---
�L.-
S
REFILL.
•(D�iI)�1�Zr
--------
--------
----------
----------
Ten Percent Calculation'
R,B,C
ra00a dr • •
SMOM84 XO
C,D.E
rra-N • IA- Y •
0.10 a.
E.F,G
I a\ 0.10 — I
B,C,D
rsM& OF =46;&a Nr"-Aaqma •
W 0.10 —
I0,E,F —
r.ys • \.++ -rs
= 0.10 —
F,G,H
raga a wa+ rr •
a\ O.zo —
�r Y
cauftons
1116:.06
to :.13
3116:.1!
11! :15
Y16:.31
3A:.2
1115 su
1Q: S
W16: -6
H z.63
11116:.6!
NI 05
IY16: J1
1A s.66
15116 ' s
iI the top number in ouch sat of boxes is larger than the bottom number than take another seeing. i�
the top number is equal or smaller than bottom number, average the throe rn+mbors for the pore rate.
26
- PERCOLATION TEST SHEET -
Test hole location I'=", : = • } Hole N f Date test hole was prepared:-7
Depth of hole bottom: inches Diameter of hole: inches
Soil Data from test hole:
depth, inches
soil texture:
soil color
i i
�J
Method of scratching sidewall: Depth of pea size gravel in bottom of hole: Z inches
Date and hour of initial water fiIlin& y Depth of initial water tilling; r above hole bottom
Method used to maintain =— of water depth in hole for 4 hourj __,
Percolation test conducted by; Percolation test started at _ (ate / pm).
Maximum water depth above hole bottom during tesk inches
INTERVAL
WATER
WATER
DROP
WATER
DROP
PERC RATE
TIME
(MINUTES)
DEPTH
(taatlon)
(decimal)
CALCULATION
u0
START
-------
--� —Lr A
--__-9---
--------
----------
----------13
tDaeim.l)
-------- .
--------
----------
ca..im&l)
C
--------
a.
--------
--------
- -
(1D•o>iaa.l)
R!lILL
--------
Fi
- ------
--------
- -- --
----------
t�
cEseeim
F
RtFILL
G
R!lILL
-«-----
_ _
--------
1 m.t
REFILL.
---«---
S
--------
--------
Ten Percent Calculation
RI B,C
rre.. . aaa- Y • _
C,0,E
E,F,G
.era— V Af- Y •
0.10 —
- it the top number in each sot of boxes is larger in
B,C,O
a 0.10 —
D,E,F
r0•.a • — .�. Ya _
x 0.10 —
t mvftm
V16ZA
3 s.13
Y16:.11
114 z .2S
5116:.31
3422
71%sq
VZ a.S
MISS
N s.63
11ft6 z .6!
314 s.n
1Y16: Al
7AaA
016 s !4
F,G,H
E-WrsY&NW YOM V=WIT-MG-0 •
Y 0.0 —
V 3
rn•,ww1—i 0— f-L,— — b —F r—felirsn_ If
the top number is oetual or smaller than bottom number, average the throe numbers for the pore rain.
26
kA
a . T %H .
12 Or
`�
tog
f tN
\i 3
54
J\ \
N � ✓
1 .- ■
�raJt q5-iZ7
Los of Soil Boring
Location or Project `ssojit0 vow ro lV��v.r. �►v- _
? U3
Borings made by Patrick J Hines PE #12086 Date 7-4
Classification System: AASHO ; USDA-SCS R ; Unified ; other
Auger used (check two): Hand or Power _; Plight _, or Bucket N ; other
3 Six
Depth, Boring number
Depth,
Boring number 2
Surface elevation
in feet
Surface elevation 3 Z
feet
O LOA .h O(•C AN,L �. WLIC
0
G�O• Qrr h»•L �\...�
r 1
CC
/ J
/
1•M r. -
/.L\o OK
r
VtY ` ..v•3+
' Vcr,�Aio�..�a,.t
3 �_
pp
C
4/c,' Leaw, Qrc�•n.r..�r k�M�
3 — J
J
6
7 —
7 --
End of boring at feet.
End of boring at , b� feet.
Standing rater table?
Standing water tole:
present at feet of depth,
Present at reet of depth,
hours after boring.
hours after boring.
Not present in boring hole ��.
Not present in boring hole �---.
Mottled soil:
Mottled soil:
Observed at 1.4 feet of depth.
Observed at fe:c of depth.
Not present in boring hole .
Not present in boring hole
Observations and convents:
Observations and comments:
Laws Of Soil DortnR! P-A 9S- a -i
Location or Project
Boringa made by Date 4 W.bVVISS
Classification System: AASHO USDMSCS �; Unified ; other
Auger used (check two): Hand or lover _; Flight or Bucket AL; other
3" Scs
Depth, Soria nuQbe- =`' 3 Depth Boring number 'sk
is
feet
0 —
Surface elevati.- .
uL
a"
- ,•••ti1—S
2-
3 ---
4 —
S ic.i p�eT:.o.1;-3
6 —
7—
a-
End of boring at _ S' feet.
Standing water table:
14eaent at et of depth,
hours after boring.
Not present in boring hole ! J& .
mottled soil:
Observed at feet of dept;..
Not present in boring hole
Observations and comments:
fe
inet Surface elevation
O
Lin a✓�qr.G w� rp.T3
I i —
2 cr n��a•..,
3 ---
End of boring at Zi F.
Standing water table:
Present at feet c
hours after be . 1►or
I
!Not present in bortnft hole
Mottled soil:
+
Observed at al1�M feet of depth.
Not present is boring hole
Observations and comments:
Logs of Soil Borings
Location or Pro)ect�►—
Borings made by Date L1 &-4oyev\Rqq
Classification System: AASHO USDA-SCS _ K; Unified ; other
Auger used (check two): Hand ,�. or Power y; Plight _, or Bucket _PL; other
3" scs
Depth, Boring number S Depth, Boring number std- 4
In Surface elevation /D z in Surface elevation 10
feet feet
0
Wu�r bla�l�,�t4rM.Ir►.�
1 --
jts•�rl� . Sa.- �l b ✓e w M
2 Itiw 1Tlti
C/off (,lo,r
6ro .✓
cr.oue
4—
6 —
7 ---
8-
End of boring at J feet.
Standing water table:
Present at feet of depth.
hours after boring.
Not present in boring hole )(\ --
Mottled soil:
Observed at c?, -O "' feet of depth.
Not present in boring hole
Obsv- !ions and comments:
0
i 7
1—
3 — i
4 —
6 —
7 —
8 —
111
End of boring at feet.
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole 2-
Mottled soil:
Observed at (R 2 feet of depth.
Not present in boring hole
Observations and comments:
Logs of boil borings
�re�rv�-.�S-127
Location or Project NIS Ao to„ S{. pr
Borings made by _ A"..-k 3 1��„es, ISrs`a ISO Date Nrer '95
1' Classification System: AASHO USDA-SCS _ lam; Unified other
Auger used (check two): Hand V,. or Power Flight -�L, or Bucket k ; other
- 3 ,.sc s
Depth,
Boring number
7
in
Surface elevation
/O(o,/
feet
0
1
LDa.� �rs.nn� U�atk Krn��S+�
A /Q--- /ccsa
M J•T! -� Y .r•J�TI
C/a
Ow
2
3—
4 —
S :� c c. 'L r
6 —
7 —
8—
End of boring at �_ feet.
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole
Mottled soil:
Observed at feet of depth.
Not present in boring hole
Observations and comments:
Depth, Boring number _
In Surface elevation
feet
O
1 —
2 --
3 —
4 —
5-
6 —
7 —
8 —
End of boring at feet.
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole
Mottled soil:
Observed at feet of depth.
Not present in boring hole
Observations and comments:
Chart — GUIDE FOR USDA SOIL TEXTURAL CLASSIFICATION
100e
Using Materials L SS Thar.
2.0 mm in Size If Approx *� O
!0% or more of the soil 90 , •- , ,
material is larger than •• ���' '
tf
20 mm the texture ;,�N • ;,'•
term includes a • ••' • • • • , ";' ., :
80 '
modifier Example _
gravelly sandy loam . . ,.
70 '-
clay
..:. ' ...
A. a
sandy clay
' ..
• ..
40 :clay Y. -
35 � •sllA Clay
C1a� .:t'• :i•: 'clay.loam:. •bam .^:'.
O
30 •... ...::: N
sandy clay loam
......
20 • .... .. : •:...• ::.._
:: .:. ,.:
• "L" . loam '
•: ::•.::. :: • •..•:::. . •. ,.:' = silt loam ' .. ..
. sandy.loam • �: �
10 - ::- ....;
:. Loamy _ L—
sand sand:* • • , ; • silt
percent sand ,�
p
Particle Name Particle Size Range
mM
Fine Gravel :.0 - }"
Very Coarse Sand 1.0 - 2.0
Coarse Sand 0.5 - 1.0
Medium Sand 0.25 - 0.5
Fire Sand 0.10 - 0.25
Very Fire Sand G.05 - O.1('
Silt C.0c. - 0.(i-)
CO.r"'.
5
Ki
Logs of Perc Tests
Ground surface
UT-,r p.,
1„
r
3
4
S
5.5
Horizon:
Depth: G -13 "
Soil Texture: 1pe,_ o,�G•,..
Soil Color. /4 ,�
A1ottho: Yes _ No x Clad films: Yes — No K
Soil Stucture: ����•.
Roots: Yes P No Carbonates: Yes _ No a
Ts Ft:Z7=5—A,I }
Horizon:
Depth:
Soil Texture:
Soil Color:
Alotthng: Yes _ No _ Clay films: I'-,s _ No _
Soil Stucture:
Roots: Yes No Carbonates Yes No
Horizon:
Depth:
Soil Texture:
Soil Color:
hloahn,: Yes _ No _ Clad films: Y:-s _ No _
Soil Stucture:
Roots: Yes _ No _ ^..arbcnates: Ye . _ No _
Horizon:__
Depth: _ --
Soil Texture:
Soil Color.
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No — Carbonates: Yes _ No _
End of Perc at 4rtr- feet..6�
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole X
(l3i
Mottled Soil:
Observed at fr • of depth.
Not observed in b,, : hole
Observations and I_, ,ents:
Soil Type: Loa— , L !za N ;
—J
Vegetation: A e« 6.`s.1 wec zr!
Elevation: /o24
Slope: .2.7 %
Site Drainage:
/Z7
Location of Project _ /f EOA i�H
County
Perc Number
Location of the Perc Test
Testing done by
Date ns
Classification System: AASHO--
USDA-SCS
Unified
Other
Auger used: Hand_ II/Type: Bucket ✓
Power Flight
Other
Diameter of hole, inches.
Nlethod for roughing surface: is tc K...l�-
Depth of gravel in bottom of the
hole, 2 inches
Depth of intail water
filling. / 2- inches
Method used to maintain at least 12inches for
at least
/4 hours
Re //S
Length of soaking: �f hours
Maximium water depth in the hole during tes-
8 '.
This test was completed by
���r:�� tJ:► on z.i 3
19fs,
starting at 1_ 4s _ ar p+w�nd all
information is correct and acurA te.
s.+► dr.c>t.rala ..� a.. w... �...
tr fe.�c T.erw.N
R.e r
1�ww
G1Ms
Mr R. is.
S W U~
is:wu
Ps r7 R?
OQ1)
N1w P-
q•s. 1•..
f.rr 0.1 •
a.
Cris ZW4
—
a1.s
am"
oil IZ
0.1r5
AWsd
IV &W
6015
1w11
1S1 a>,
1�s10
V�
1O CIO
m iis°
s
PERC TEST SHEET
TIME
INTERVAL (MINUTES)
F*"
WATER DROP
PERC RATF
ly.�9.,
START
lilGan�1�� l'S«
�S/aw,ne
r
-----
- -----
------------
TIME - DROP cP-M—RC
TIME
INTERVAL (MINUTES)
WA+f_f!^ ..f'TH
WATER DROP
PERC RATE
/5*01
REFILL
:os
--7---
B
----- ------
- ---'-'
----D
TIME ROP PERC
TI ME
INTERVAL (MINUTES
W1►Tt AiiYi'H
WATER DROP
PERC RATE
0`
REFILL
---- 5-1v ---
�1
---
- ---
I'-3q----
-----0-� ---
5 - `1{ = 5•q9 C
------�--
77ME DROP PERC
TIP E
INTERVAL (MINUTES
WA?ri7CTYF-WH
WATER DROP
PERC RATE
`IZ
REFILL
;+R
--
7
------------
4.01
------------
I Tl
------------
� i.3+ = 5.3y D
'r1H1F_ DROP PL=RC
TIME
INTERVAL (MINUTES,
wATFk DTiPrll
DROP
PERC RATE
REFILL
_____---_-__
------------
------------
E
cPERC-
------------
'rl!ML DROP
TIME
INTERVAL (MINUTES)
WATER DFPTII
WATER DROP
PERC RATE
REFILL
_____-_----_
------------
------------
F.
------------
TIME DROP PL•RC
TIME
INTERVAL(MINUTES)
WATER DEPTII
WATER DROP
PERC RATE
REFILL
------------
G
------------
------------
------------
- _
TIME KOY Pr --RC
TIME
INTERVAL (MINUTES)
WAIT•.R DEPT)I
WATER DROP
PERC RATE
REFILL
------------
------------
H
------------
------------
TIME 6ROP 1�ERC
,e,C
Ten Percent Calculation
s
Smallest 0 of ADC
Smallest N of ABC IK 0.10
wr.r-w • rrMr than w srno.- wwGs from tw Gno+rw raaa+q
nw"Ov • aar.al tm anrarar aw �Gttam .r.rnw aMla,a. w has
IV to 010M too
C,D,E
—Seat *of CDE Smallest 0 of CDE
Smallest N of CDE X 0.10 s
a w w nrrrwas r r.,a• wn M ow n. rr.rr-oar maw tsa welew raGMr,
M w w nrrrwaar r ao. M ar amoral~ borer- rwrww wrsga
r1
V-ears tp ar to raw
E,F,G
s
lest 0 of EFG Smallest M or E G
Smallest N of EFG
N w w wrrwrGr • ty,ar ww w• Gon.+w nrr-.w wow Ma arrow raaa+rp
■ w• w rwiww • Garr s anrr• wan Ganew+ nrwGa• mega w ww
.ar.-w1 4 M M•e ear
e,C,D
5-,4(9 5�5 _ .3N
Largest M of 13C/ D Smallest N of BCD
5115 X 0.1 O s . 51S
Smallest N of 13CD
N w w wwrw r 1y,ar aw w aorw- mars= wsr W arras.aaa.rr,
0,w r0 .% w r ar.rr or annao• wan aww "L aw aarga. ar wrw
D,E,F
est N of DEF Smallest N of DEF
I
Smallest n of DEF X 0.10
a w w w.rww a w,a• wwr we oww- raarw maw Mae a..aaw
a Na w nrwr• r q.+r a. aarara• maw dery rr„wraa• G.sa,a. w arw
F,G,H
s
IL&T&CS1 o of 1=Gl I Smallest a of 11`011
rrtall¢st M of FGH a 0.10 -
N 14a w wr-r• • av,.• Ire^ MGorr— w�■aar M raa arrow rGa"
•2=w Aram— • 06.8 s a.-rr • maw Gomm- w�rrw a.se". w weewf tm ar oat "M
CONVERSIONS
1116 = .06
4=.13
116 = .19
114 = 25
5116 = .31
31'B = .38
1116 =.44
1r2=.5
9i16 = X
SIB = .63
i 1116 = .640
13'1c = .61
116=.Bo
15!16 = .94
I
Logs of Perc Tests
Ground surface
V —1 '." t
i
4
J
5.5
Horizon: 1
Depth: a-13
Soil Texture:
Soil Color. k Q
btotthe- Yes —Now Clay films: Yes— Noy,
Soil Stucture: t�.:..
Roots: ics 2 No _ Carb0rates: Ye, Noy
to N-- i—)
Horizon:
Depn:
Soil Texture:
Soil Color:
Nloubq: Yes _ No _ Cla%• films: Yes ^ No _
Soil Stucture:
Roots: Yes ^ No _ Carbonxes: Y6 _ No _
Horizon:
Depth:
Soil Texture:
Soil Color:
Mottling: Yes _ No _ 03N films: Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Carbonates: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color:
Matting: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Carbonates: Ycs _ No _
End of Perc at L feet.
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole X .
Mottled Soil:
Observed at feet of depth.
Not observed in boring hole _ X
Observations and comments:
Soil Type:
Vegetation:
Elevation:
Slope: z. "
Site Drainage: col
%'Irk yS'/Z7
Location of Project lffp o
County tlej-, ej
Perc Number 2
Location of the Perc Test
Testing done by — S 1y',..cs
Date z4 J..x. 1gs
Classification System: AASHO
USDA-SCS
Unified
Other
Auger used: Hand l/ Type: Bucket ✓
Power Flight
Other
Diameter of hole, 1 inches.
Method for roughing surface:
Depth of gravel in bottom of the
hole, 2 inches
Depth of intai'. water
filling. / Z inches
Method used to maintain at least 12inches for
at least 4 hours
/%I,,, e / 1'S tA•//S
Length of soaking: I/, hours
Maximium water depth in the hole during test,
f9 ""
This test was completed by
19—!5 �; G and all
starting at
information is corrects and acurate.
<7, � -SIL 1
s.uChWWW Oa"R"Ok"Ama
IV st-W TraAm"I
rn1,Y- Rom a
sq+
C�um
14mmus pr Auce
sit Umma
dap
A rP p,
0w'1)
a+M■r
q•+strr
rim, Aw 0.1 •
G.r. SOW
—
--
0.105
w
w
1]0
O.trs
F6WMW•
In
GAD
6011
iwy
121
0.19
Ar30
4r•
IA731045
O10
��
oo.,AOS
Yr00
lrr�
ip
8
PERC TEST SHEET
TIME
INTERVAL (MINUTEST
WATFR DF.Irm
WATER DROP
PERC RATF
START
------_--_--
------°---
------------
----
A
TIME DROP P-ERC
TIME
IN"ERVAL(MINUTESI
WATER DEPTH
WATER DROP
PERCRATE
REFILL
----- --
------------
----y--�--- -
_ y,/ _ 7j2 B
7,!NE DROP PERC
TIME.
INTERVAL(MINUTESt
WATER D1'111'11
WATER DROP
PERC RATE
REFILL
------------
------'-----
------------
---y
7�;° C
l7ME DROP PERC
TIME
INTERVAL (MINUTES)
WATER DLPTFI
WATER DROP
PERC RATE
REFILL
------------
--
----�----
------------
---y ------
�o y.� _ �31 D
TIME DROP PERC
TIME
INTERVAL (MINUTES)
%%ATER D-PTH
WATER DROP
PERC RATE
REFILL
1'IML UROI' 11LRC
TIME
INTERVAL(MINUTES)
WATER DE-f'TII
WATER DR01'
PC RCRATF.
REFILL
------------
------------
------------
- F
R
TIME OP PERC -
T1161E
INTERVAL (MINUTES)
WATER DEPTI1
WATER DROP
PERC RATE
REFILL
------------
G
TIML ROP �E-RC-
TIME
INTERVAL (MINUTES)
WAIT:R DrfrTlt
WATER DROP
PERC RATE
REFILL
------------
------------
------------
� H
TIME COI' E� RC
Ten Percent Calculation
�- Smallest N of; C
Smallest *of ABC x 0.10 n
M ft no Roma a unp, fen ft aetlern MMw, o Iota aro+rw raM.,r
f fa w0 f.,wwaar • i.M1 awrfa, fan t4lwrw, MwnaM Maaya, w,a frM
n.wwaars IV we Mrt raw
C,D,E
ae
Largest 0 of CDE Smallest M of CD
Smallest 0 of CDE x 0.10 =
f ft Isa n„m= a *Mo. www
VAL. to venom numaa, fw. o lhw Haar
M M 1M fafwaar • curl a, emoft, Wan venomnumber a,a.ayo.
Ipfla f.ftra
wwaas IV as we law
E,F,G
as
lest « of EFG Smallest N of EFG
Smallest Is of EFG x 0.10 fa
M M foftow s by., Mn Nw aonow• w,wwaw, wr Oka &Daft, rasa.,.,
• M ba w0 be & tarn a awry wan trlfw wrww M ya. fa has
A.w,ao,s d ft fare far
B,C,D
7 So -7. 3 Z
Largest M of 13CD -� Smallest A of IICD
Smallc- N of 13CD x 0.30 7.3
f fa low •tw••aw a w,,ar wan ft 2000- walla, W.G. Irs arafrr raalw.y
f wa wp AO,.sa• a 0G .sl a, -on s--. fan aas.. fY"aw a~"*. at tiM
-w M a•i V.
D,E,F
i Largest *of DEF �- mallest *of DEF`
Smallest M of DE-F x 0.10 -
a wwwf wrw.w & w". wan ft venom. "w"o, own 10" wwww tooe,"
f we 100 A/••sa• - aqJ. a, sfnrr. wan amm- ,u.,•.aa• &+afayo u0 fraa
F,G,H
Largest st of 1'Gi l Smallest a of FGH
Smallest I► of FGH x 0.10
r.. f f,s w0 far & w.,.• wa^ N t.oflo.n ,wt✓r.a�, tl,an Ira araa.wr raa/ap
M M to .a&r� o �n.wa. wan aaatw. wrwar &.trap. M avfr
f►w.w,s �ow . ro tat far
CONVERSIONS
1116 = .06
118 = .13
3'16 = .19
114 = 25
S 16 = ..31
N:I.
7116 =.44
112=.5
9116=.DO
a'8=.63
11116 = .69
34=.75
13.16 = .81
lib = .88
1516=.94
P C, 95 - /Z 7
Logs of Perc Tests
Ground surface
1 '.
13
3
4
S
5.5
Horizon:
Depth: o - 1.3
Soil Texture: Z-e -_ ,
Soil Color:
Atottbm Yes No ✓Clav films: Yes _ No
Soil Stucture_:
Roots: Yes V, No _ Carbonates: Yes _ No t,
to 4,_ .._) —
Horizon:
Depft
Soil Texture:
Soil Color:
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Carbo=s: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color:
MouGng: Yes _ No _ Clad film;: Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Carbonat:s: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color:
Mottling: Yfrs _ No _ Clay films
Soil Stucture:
Roots: Yes _ No _ Carbonates
..yid of Perc at A I feet.
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole X .
Mottled Soil:
Observed at feet of depth.
Not observed in boring hole _ X
Observations and comments:
Soil Type:
_ Vegetation:
Elevation: /02,�
Slope: ;2,1
Site Drainage:
Location of Project 19fo 6U i -1, 9 Ore.170
117/ NM
County
Perc Number 3
Location of the Perc Test
Testing done by ifcjrr;c.c J N�res, ti 150,'
Date Z4 -T,k, `15
Classification System: AASHO
USDA-SCS
Unified
Other
Auger used: Hand Type: Bucket ✓
Power Flight
Other
Diameter of hole, inches.
Method for roughinc, surface: ;..Ik K.,114-
Depth of gravel in bottom of the
hole, 2 inches
Depth of intail water
filling. / Z inches
Method used to maintain at least 12inches for
at least 4 hours
11h, azf /
Lencth of soaking: hours
Maximium water depth in the hole during test.
011
This test was completed by
-7 VVres on ZS J-\,
19-15 h r
Yes _ No _ starting at / 3 : ye awd-rm and all
information is convect and acurate.
Yes _ No _
e6. (So3
SWorwWrle,e.d 9"w6r"Arem
Ir sr.yF Trealaru
rnl.m a..
sMK
a.n..
%ftes per 1.►
is Trarnr
641 iY
In by p
0104)
pNw /sr
N`rr■ irr
Fasr ar. 0 1 •
Grrr $04
0.1 r S
frl
OiS
20!
0.1 r S
ran IMwd
1 v
am
6011
frd,
a27
071
O
Orr
IL7
em
331645
Safi Low
20
0!0
K060
0 L _
�w
Im
--
0�S
—
PERC TEST SHEET
TIME
INTERVAL (MINUTES%
1iftT444-AF1 l
RATER DROP
PERC RATE
/3•y8
f=r(f
START
'
n-�cc/
/ar.,
s
A
TIME. DROP PERC
7ISSF
A INTERVAL (MINUTES)
R }I
RATER DROP
PERC RATE
1S._0z
REFILL
— °�
----- -----
-----
------ 3. 3 i --
----- 0--,
y 9L = 5 21 g
I'IME: DROP PERC
TIS1E
INTERVAl-061INUTES
I1
MATEk DROP
PCRCRATT
/S•'O1S
REFILL
----_4•a5___
„
----- -----
-----3------
-----/-od----
� __ /•cm = S.CD C
-11ME DROP PERC
TIME
INTERVAL (MINUTES)
WAZLIkBEEW41
W'ATE RDROP
PERCRATE
REFILL
----- r_f'r5---
a,
------7 ----
-----2,90--
----1,35---
7 n
'riME DROP IPE-RC-
TIME
INTERVAL (MINUTEST
WATER DErm
%NATER DRCN'
PERC RATE
REFILL
------------
------------
------------
E
cl'ERC-
T ML- DROP
TIME
INTERVAL (MINUTES)
_
WATER DEPTII
WA7LR DROP
PERC RATI•.
REFILL
------------
------------
- IF------------
TIME DRor FEK-
TIME
INTERVAL (MINUTES)
WATER DEPTI I
%%'A7ER DROP
PERC RATE
REFILL
----
G
TIME UR-0P PERC
TIME
INTERVAL(MtNUTESi
RA1T•.R Dr-PT)I
WATER DROP
PERC RATE
REFILL
------------
------------
---- ------
w�- ii
TIME ROP
Ten Percent Calculation
ssest N of ADC Smallest N of ABC
Smallest N of ABC a 0.10
M M sta wj"*w a ", wsw wa twwww wwwaw ~ ww ajw1rw'0w ry
ywraar • M M tra was.ra� ar srwr• aw twlww rrwww w"'"r ww r.N
wirrwwars tsr hart rM
C,D,E
rsest 0 of CDE Smallest M of CDE
Smallest N of CDE x 0.10 w
tt wa rta wrrrwM• a wsa• wan rw twwar" rbrwaa• sww ft" awvw raaaw.y
■ M ua fto"w • 80.0 ar awwsa• aw asjarw wr/waa• owe". Mw Naa.
w.rwaars br we sort mn
E., F, (;
Largest 0 of FG Smallest N of EFG
Smallest 11 of EFG st 0.10 w
`h t» wMr • WWI Ira- OftOO
o^aw• w.Iw♦a• r.v too awaww 00W/jj
O sw pr rtr-AIW • On" a• awwlr• 11 aarrw wNwtw• awn"wa Ww"
arwtr•+ Mr aw saa qwr
B,C,D
5•Z1 _ S o1 ' Z!
Largest 0 of 11CD Smallest N of BCD
S.Ut) a 0.10- r50
Smallest 0 of BCD
a the wa 5%0"W a 1sr,ar rw sr twrww rw.asa• saw ta>.a arroaw roe"
M tws wa wrrwar a areal Or swam wan asrr► "womw aw•a0a. h rrraa
Vu banish--
D,E,F
Largest* of DE IF Smallest • of EF
Smallest N of DEF = 0.10 M
■ aw 6w ar.ww s nrp• aw h sonar -r-aw sww tales awaaw raMwp
a Irra sw wwwla• r ar.+'r awWw• M awnw. •\nwaa• awrep. h rraa
wrrw b— ♦ N ao-C •a.
F,G,H
rgcst w of 1=G11 Smallest w of FGH
Smallest N of FGH a 0.10
w aw wa wrwar r �• aw h avw w soar wow W aiwaw .aar�r
a aw rw/wrr r aar Ortrrrawa• waw lwnw wywlal Ma,a. h wraa
wuw.aws r h aa•t rr►
CONVERSIONS
1116 = .06
1'� = .13
3'16= .19
114 = .2J
51116 =.31
H=.38
7116 =.44
112 = .5
9110 = .56
5$=.63
11116
V-.75
1316 = .81
76:.88
W6=.94
l
%rcj '7.5 -/Z 7
i
Logs of Perc Tests
Ground surface
Horizon:
Depth:
Soil Texture:
Soil Color:
blotthe. Yes _ No t, Clay films: yes
_ No&t
Soil SILCture: L..
Roots: Yes No _ Carbo= s: Yes
_ No o(
to Few f-3
Horizon:
Depth:
Soil Texture:
Soil Color:
Mottling: Yes _ No _ Clay films: Yes _
No
Soil Stucture:
_
Roots: Yes _ No _ Carbonues: Yes _
No _
Horizon:
Depth:
Soil Texture:
Soil Color:
MotlbrT: Yes _ No _ Clay films- Yes _ No _
Soil Stucture:
toots: Yes — Nc — Carbonates: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color:
Mottling: Yes _ No _ Clay films.. Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Carbonates: Yes _ No _
End of Perc at 1.1 feet.
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole X .
Mottled Soil:
Observed at feet of depth.
Not observed in boring hole - X_.
Observations and comments:
Soil Type: L.
Vegetation: S
Elevation: / U 3. o
Slope: �F . 7
Site Drainage:
Location of Project _/9& , ' Oronr
�N
County
Perc Number 4
Location of the Perc Test
s—
Testing done by
Date 2 ' -a
Classificz,. i System: AASHO
USDA-SCS
Unified
�ther
Auger used: Hand Type: Bucket ✓
Power Flight
Other
Diameter of hole, inches.
Method for roughing surface: ;u,tc
Depth of gravel in bottom of the
hole, Z inches
Depth of intail water
filling. / Z inches
Method used to maintain at least 12inches for
at least
4 hours
/ �%� A/f
Length of soaking: hours
Maximium water depth in the hole during test
all
This test was completed by
on Z-5 July
I9
starting at ! 3 : ys awitM and all
information is correct and acurate.
SW QWww"10 a" MW"ro &r
ow &r w t'8=
It" r
l "1NP.6"
1wl7
t-1-
P067W
pew dr D.1 •
Ca srr
a1r1
Sd
Ss3
1�
o.1 r S
Ire eu"
30
am
sr1S
Sw L
1?/
0.71
I6r10
I..e
1A7
uD
118045
Sih L.
20
LID
66ee/0
a1...
1�0
..1
,s
PERC TEST SHEET
TIME
INTERVAL (MINUTES)
w'%TF.R DFjrrH
WATER DROP
PF.RC kATI
START
----+?-a----
_
--------
TIME DROP P-RC-
TIME
INTERVAL(MINUTES)
WATER DEPTH
WATER DROP
Pr- RCRATr-
REFILL
-----��----
------------
--- 1.75-----
7S = 1 ,.2_ B
TIME. DROP PERC
TIME
INTERVAL (MINUTES)
W'ATFR DF1'I H
WATER DROP
PERC RATE
REFILL
------------
----�d----
------------
---!='-'-----
�o - ' -7 /�'� C
"11ME 5ROP PERC
TIME
INTERVAL(MINUTES)
WATER DCFrIl
WATER DROP
PERCHATE
REFILL
------------
-- 3- ----
-------
70
------------
30 -- 1.90 = 1�, e D
TIME DIt0l' 'FL RC
TIME
INTERVAL (MINUTES)
WATER DrrrH
WATER DROP
PFRC RATE
REFILL
------------
------------
------------
E
TIML- DROP PERC
INTERVAL(MINUTES)
W'M'LR DI:PTII
WATER DROP
PERCRATF
REFILL
------------
------------
------------
IFTIME ItOP PL•RC-
TIME
IN I ERVAL (MINUTES)
WATER DEPTI I
WATER DROP
PERC RATi
REFILL
------------
Ti 'ME - DROP YPERC
TIME
INTERVAL (MINUTES)
WATER DEPTII
WATER DROP
PERC RATE
REFILL
------------
------------
------------
H
TIME � b 7R —OP s E)� RC
Ten Percent Calculation
9- I
at N OF —ABC maltcst N of ADC i
mallest M of AHC X 0.10 m
N M �, Iy111mer a ter,er wrl IM wbrn nuffaw we" are wmolMr
M M Imes mlmmrwmer a emmlla� M m"blbr wen ftso" "mn"w wbra,e. wIe wrw
mmmmmlmM t1r M Mee relm
C,0,E
Larsest it of CDE Smallest to of CDE
Smallest *of CDE X 0.10
s IIe Imes mwmmmw a br,r wan tee memo" Ammeer wen takean~ reae.q
• we M wm/ww 0-pa". M,A1 ar er"er wen miemw" nm!"w O wglo. weee w..
m"/"mwe ter we twc mew
E.,F,G
gcst • of EFG Smallest N of 8-mu
Smallest 0 of EFG x 0.10 w
M M of Armco s MOW e w wwr mw mmmr"w ~ bee aMnw re".m,
• M by Awmm w s Mr' w *Nome• Iles Imes"" fto"w aeera,e. we w.M
mM"M•m Ire M p we rem!
e,C,o
17,G /-7,/ o,$
Largcst • of 13CD � Smallest o of DCD
/7.1 a0.10-
Smallcat « of ?1CD
I Imle Ieip reeeeer a br,er wM M mwbr" Alrmeer wmmn femme •mswmr meaMp
N Imle mop rmmRM• a ae.,am w s"wwr wen memo AI" w bLw"e, we meae
7M
D,E,F
Largest N of UC—F Smallest* of EF
Smallm:sl N of DEF a 0.10
• M temp A!"ar a Wte• wen M m.Ilom" "rearm wrm>+ mre e"emmbr reea.l,
s IM Imp AM+M• a mem.r• mr s"b"er mlwm tbmr" Amrnw Me,r tr erM
rlmnn M•I � N M'C �!M___..
FIGM
argm:st w of I=G11 Smallest a of FGH s
mallest w of FGH a 0.20
N we by AP1M• a wr• Nbn " Wmw" 1"/4w M was erbar rrarrls
■ we be ARM• a aw' mr r"mw• Ilan m.r.l "m."4r Mass, mne mmwe
n O-Ov% mr we ae•C mem■
CONVERSIONS
1116 :.ab
1l8=.t3
116 = .19
114 : z.
5116 _ .31
18 = .38
7116 =.44
112 = .5
116 = .x
SIB = .63
11116 :.69
34-.75
t3'1�=.81
N = .88
15-116 = N
/'rcl `I—) -/Z 7
r
r
3
4
S
5.5
Logs of Perc Tests
-]
Ground surface
Horizon:
Depth: o -13 '
Soil Texture: zo,— C)
Soil Color: �o'W.
Alottling: Yes _ No x Clay films: Yes — No %e
Soil Stucture:
Roots: Yes v No _ Carbonates: le; _ No y
Horizon:
Depth:
Soil Texture:
Soil Color:
A1ottGnC! sec _ No _ Clay films: Yes _ No _
Soil Stucture:
Roos: Yes _ No — Carbonates: Yes _ No _
Horizon:
Depth:
Soil Texture:
;oil Color.
►tooling: Yes _ No _ Clay films: Yes _ No
)oil Stucture:
too(s: Yes _ No _ Carbonatcs: tics _ : _
Horizon
Location of Prc:zct lefe f Ore,-,,,
County
Perc Number _' S
Location of the Perc Test
Testinc done by
Date - 2 ►t Zswk,, - tis
Classification System: AASHO--
USDA-SCS
Unified
Other
Auner used: Hand ✓ Type: Bucket ✓
Power Flight
Other
Diameter of hole, tr inches.
Method for roughing surface: dc &-.-.-
Depth of gravel in bottom of the
hale, Z inches
lepth of intail water
filling, / Z inches
Method used to maintain at least 12inches for
at least 4 hours
Length of soaking: _ Al hours
Maximium water depth in the hole during test.
all
Depth: This test was completed by
Soil Texture: 7C-�et on z s 3,A,
boll Color. 19 M s
Mouling: Ycs No _ Clay films: Yes No starting at i 3: 51 as�{prrtand all
Soil Stucture: information is correct and acurate.
Roots: Yes _ No _Carbonates: Yes _ No
1 �(So3
End of Perc at t - i feet. ( '
s.cr.rue w M� Ahs
Standing water table• Sw&-aw*.w O.r�
Present at feet of depth,
hours after boring.
Not present in boring hole X
Mottled Soil:
Observed at feet of depth.
Not observed in boring hole - ,X
Observations and comments:
Soil Type: 1.�u
.. Vegetation:
Elevation: /Oy• 1
Slope: 2.
Site Drainage: a, - -I
Rwr r
FIE
� fil'&— &!E
If
i —21
so
:W
.*S
PERC TEST SHEET
TIME
INTERVAL (MINUTES)
WATER nFirm
WATER DROP
PF.. "" . Al r
START
------____--
-----° ---
------------
----
- H.as = G.c6 A
Tl E DROP PERC
TIME
INTERVAL(MINUTES)
WATER DEITTH
WATER DROP
PERC RATE
REFILL
_______-____
- -- - ----
------------
----3 8 ----
30 3.$ _ '7.Y? B
TIME DROP PERC
TIME
INTERVAL (MINUTES)
W'AT1 R D1 1'T1i
WATER DROP
PERC RATE
REFILL
---- -- ----
------------
--- 3---
�- �S . �.Cf C
77M DR01' PERC
TIME
INTERVAL (MINUTES)
WATER DEPTH
WATER DROP
PERC RATE
REFILL
----30-----
------------
---3= ------
30 3 8 7'y`? D
rIME DIZOI' 1'L•RC-
TIME
INTERV` L(MINUTES)
WATER DEP•rii
WATER DROP
PrRC RATE
REFILL
------------
------------
------------
E
=PLRC
"I-IME DROP
TIME
INTERVAL (MINUTES)
WATER DEPTII
WATER DROP
PERC RATE
REFILL
------------
------------
------------
------------
- F.
=1'LRC'
I'1ME lI� tOP
TIME
INTERVAL (MINUTES)
WATER DEPTII
WATER DROP
PERC RATE
REFILL
______
-
TIPtL" UROP PERC
TIME
INTERVAL(MIVITTES)
WWAIT:RDEPTII
WATT_RnROP
PERC RATE
REFILL
_____
------------
------------
------------
=�- H
TIDE ROP
Ten Percent G.1culation
LArgest M of ABC Smallest M of ABC -
Sme :at *of ABC x 0.10 -
M Ir.w taw rMtPaF / WVS, ~ go Oo"o r OWM60r VW" Was ar.onW rase.np
/ h rN r*004wr / squalor axis", Oran *Doom .wwPwsr Mwra". Pre Mw
trwmws iM re /are ran
C.D,E
tgest N of m� allcst N of CDE
Smallest M of CDE x 0.10 -
/ h alw "wmes. ■ ar". wan to bmtew, r.w.raw a.sw Ims ar.arr.wr rsaM.p
go* M wo"ov, • ae.rst M ww.wY• hn awrw.+ ...atawr a wra�w. h wrw
aw.awra to wo Nr'c mm
E,f,G
L&rgCSj N of EFG mallest w d%f FG
Smallest M of EFG K 0.10 - _
• N on ryNr.asr a w1w• ~ so torte. A/wt-• ~ cMs VOt.. maY
/ h tow "'O"osr / Mat a• awraa• ww a/rm- o .rwa.re• wwr at*. re Owe*
Rho -bon trgowPw.e raw
Kv`d
B,C,D
dcc' -- - '0
Largess M of 1'CD Smaliest M of BCD
7. 2 � it 0.10 - .79
Smallest N of BCD
w w.w we wMwMr a W", .W h asrro•w .Mwraw wrw.. IMs aPsa - lee"
M rM NIP mp"aw a a4rrwt • br.rasw' M� tCrM n.r.ra.w• Uwape. h F."
n w. Ili ••c •a.w
D.E,F
as
Largest *of DEF Smallest A of EF
Smallcst It of DEF a 0.30M
M hto rtn.= a him".Oran w.s tarm rwwaw• ~ .awe arrow. rewsr�
rY'rwN a w/..e' d ewW.w• h^ aw.o� .vtwr aweyw. h Owe
.rarrr.M•.. ti s•c •r.v
F9Gdi
EATS. cst «oi 1=011 - Smallest M of FGI4
�
i! 0.10 -
milri_• a sr of FCH
N w.w PW h 60001.E r►I.•ar a..r ww Urinals• 0eawu0
/ P.s faw .rwr.Us• a siD:..: s ww.w• Oran twrwrv.tW aw.aa., h sew
r LOMWs • w.e Pw w r"
CONVERSIONS
1116 2 -06
III = .13
3116 = .19
1/4 = 26
5116 = .31
N_.38
7116 =.44
Q=.5
66
8=.63
11t1b = .69
V=.75
1316 = .81
7i8 = .88
1'.16 = .94
Logs of Perc Tests
Ground surface
C�
r
3
.4
S
5.51
Horizon: i
Depth: _o - 13
Soil Texture:Qr.,;�
Soil Color: 2 to<«
Mottling: Yes _ No (Qy films: Yes _ N*
Soil Stucture:
Roots: Yes No _ Caftrui;s: le: _ No oc
Horizon:
DepL�:
Soil Texture:
Soil Color:
!►tottGng: Yes _ No _ Clay films: Y s _ No _
Soil Stucture:
Roots: Yes _ Na — Carbonyes: yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color:
Mottling: Yes _ No _ My films: Yes _ No _
Soil Stucture:
Roots: Yes _ No — Carbonat:s: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color: _
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Ca.,bortes: ties _ No _
End of Perc at 1, 1 feet. r' 3')
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole X
Mottled Soil:
Observed at feet of depth.
Not observed in boring hole _ X
Observations and comments:
Soil Type: �C701 V✓�i (� r�o H i �
Vegetation: S�•:Y ��� .�
Elevation: /0 y, 3
Slope: z. -7 %
Site Drainage:.
Location of Project UFOfi� r�u Sf Or,,,o
County �,r�..� 4o,:
Perc Dumber
Location of the Perc Test
S« d4i4
Testinc done by
Date zu
Classification System: AASHO"
USDA-SCS �_k,�
Unified
Other
Auger used: HandType: Bucket ✓
Power Flight
Other
Diameter of hole,_ inches.
Method for roughing surface: :uck K..:l{
Depth of gravel in bottom of the
hole, 2 inches
Depth of intail water
filling. / Z inches
Method used to maintain at least 12inches for
at least
4 hours
Leneth of soakin 41 hours
Maximium water depth in the hole during test.
e ,.
This test was completed by
y a vc I�l e'« � �'� s on 'L
19�
;V
starting at 3:5z nVpm and all
information is correct and acurate.
a► ISo
:r)111�rK1lf`110 �N �rYc1 Anar
s. s...,v Toeu.Ku
4
� L&RT"EWAt, ! �Tw '4
W*
N.L. A"..
S.—
Gau.,.
Mwes 7sr WA
sal %Lars
Lt tr
pp rr P
I
Fw. dw0.1 •
CioW
a1. s
sad
als
li0
4.10 s
am W
1i7
OMl
tall
swr
II1
0.79
I6r30
Iore
IL7
0I0
«�:o
Sol
l -
ia�o
�a
r-
PERC TEST SHEET
TIME
INTERVAL (MINUTES)
WATER rwirm
WATER DROP
PF.RC RATF
-------____-
--- 3_48
0
---START
------------
TIM1= ROP P-MR
TIME
INTERVAL(MTNUTES)
WATER DEPTH
WATER DROP
PERC RATE
REFILL
--_-----.-__
----�d -----
------------
--- z:V ----
3c, - - 10.5 B
TIME It01' PERC
TIME
INTERVAL (MINUTES)
WATER DFIr1'1I
WATER DR04'
PERC RAIT
REFILL
------------
------
------------
--- Z ,9----
2'� /_ C
IIN1E DROP PERC
TIME
INTERVAL (MINUTES)
WATER DEPTH
WATER DROP
Milk CRATE
REFILL
------------
--
30
-- --------
------------
---=95-----
-� q�5 = lam_ D
'T1.%1E DROP PERC
TIME
INTERVAL(MINUTES)
WATER DfPftf
WATER DROP
IIFRC RATE
REFILL
____________
------------
------------
------------
F _ E
TIME DR01' 1'1=14C
TIME
INTERVAL (MINUTES)
WATER DT""I'T{I
WATER DROP
PERC RAT[-.
REFILL
--_-_----_-_
------------
- IF
------------
------------
TIME BROP PL"RC
TIME
INTERVAL (MINUTES)
W'ATT".R DEPTI I
WATER DROP
PERC RATE
REFILL
__ ---
------------
------------
------------
TIML- - DROP PERC
TIME
INTERVAL(MINUTES)
W'AITR DEVTII
WATER DROP
PE RC It ATE
REFILL
-----------_
---------
-- - H
------------
------------
IFF-
,M,
Ten Percent Calculation
Smallest M of ADC s
Smallest N of ADC x 0.10 -
R tty w "WMW a tt.,r w-. w-tw ow go r~ to"amo.ns. rw+'o
M M tM-u-tt.Or a �M� r sir ~ Bever- nwp w @ Y'SgpOwr srw
Itur-ws ter go pvt tar
C,D,E
Largest 0 of E Smallest N of CDE
Smallest M of CUE- x 0.10
M MM w -trrww a w". wren wowar- " ~ ets-1w nteM.e. s I
• M Me -urww a sew. r �• nsr. ester- wr-w e.«ys. 1M Mse.
fto"Jem bW wo pvt At.
E,F,G
test a of EFG - Smallest N of EFG
Smallest 0 of EFG x 0.10
M H w rrnwss•
■ M tso a esry• e.s•�teMrsw• ewu-. wftr"aw..rerw..w swe.e.se.e-,es.r..sM r
tMrws ft, go Mt less whw•-,
e,c,D
a. Z.
Largest M of 13CD Smallest 0 of BCD
10, 3 x 0.10 M /.a3
Smallest w of WCD
R tti w "W"W a * sw ww• M ww-. hMMn Ns.t tsas srmww rw'�
R wM lop ftw ww a 0Q.&I er Gmwee. e.e- boar. ftwmw e.ra,s. w Nree
D,E,F
L.argcst M of DE-F Smallest s+ of DEF
Smallest N of DEF x 0.10 -
R Mtn tee 04peew a we". ~ eM terw. tiMww ~ take enswr..w+`,
M ets w �t,-ww a sew• d •-.errs• s+o• ww. % -w• e.ws,s ev �ntle
-u-•w"% ttv rw aw•c
F,G,H
s
rgcst 0 of 1=C.11 Smallest • of FGH
mallest ♦ i FGH
a 0.10
N wrs w wrww • WM' w-. Myn we torrMrer ew. left..� sneerw..,
• tlt. w Aw w • so's' I 0-.0001 ~ MIw. Irww aww"e. We NM
.rrr-s.rs r M os's w
CONVERSIONS
1116 = .06
116 = .13
T16 = .19
114 = 25
W = .31
118 = .38
7116 --.44
1Q=.6
91,16 = .R
9=.63
11110 = .69
V = .16
1316 = .81
N=.88
1516 = .94,
Logs of Perc Tests
/i-,, yS - /Z 7
Location of Project _ gfo/`� %w St _orel-1
' Ground surface
J
w
3
4
S
5.5
Horizon: I
Depth: o - G"
Soil Texture: ��,eh.;a!„ o���j4
Soil Color zluc% "�� 6"1
blouGng: Yes — No - Clay films: Yes _ No k
Soil Stucture: /oar
Roots: Yes j_ No _ Carbonates: Yes _ No x
!o few s.j
Horizon: z
Depth: 6 ,y .
Soil Texture: 4'16, c-
County <024;-
Perc Number 7
Location of the Perc Test
5-*�_ c%iu
Testing done by . ; ;Nes
Date y-Sockaloe r 4s
Classification System: AASHO"
USDA-SCS
Unified
Other
Auger used: Hand Type: Bucket ✓
Power Flight
Other
Soil Color:OK 1., 4 d,--. Diameter of hole, 1 inches.
Alotthng: Yes _ No I Clav films: Yes
_ No x Method for roughing surface: � its ,t ,,,
Soil Stucture: ff
Depth of gravel in bottom of the
Roots: Yes x_ No _ Carbonates: Yes
_ !No I hole, 2 inches
Horizon:
Depth of intail water
Depth.
filling. / 2- inches
Soil Texture:
Method used to maintain at least 12inches for
Soil Color:
at least 4 hours
ftthng: Yes No films: Yes_
.
No_ ie 1� tk��S
_ _Clad
Soil Stucture:
Length soakino
_ -0/1 hours
Roots: Yes _ No_ Carbonates: Yes _
No_ Maximium water depth in the hole during test,
8"
Horizon:
Depth:
This test was completed by
Soil Texture:
1��.;ck " H - ^es on 06 OcAodef ,
$oil Color. 19
%r, z
Mottling: Ycs — No _ Clay films: Yes _ No _ starting at Y y o 4 •a pfp-and all
Soil Stucture: information is correct and acurate.
Roots: Yes— No _ Carbonates: Yes _ No _
nlx�=
End of Perc at !' Z feet. Clv '1
fW OaIKr/W0 w1 RqWM Aera
Standin water table • w St-zwTmma i
g
Present at feet of depth,
hours after boring.
Not present in boring hole X .
Mottled Soil:
Observed at feet of depth.
Not observed in boring hole - ,X.
Observations and comments: _
Soil Type:
Vegetation: 6 •osse5
Elevation: i a 5.9
Slope: ; ,
Site Drainage: d(,.,
puwdssiaf W r
lirve��sder6"
SW Taw
�� p
� f ,
OOD
&%lot
aura iri
Frr. M 0.1 •
Cr f.r
—
--
W r s
zWW
Oss
IN
e.1 r s
irr art -
I A7
SW
ir1!
fry
Is7
e.7s
1fr70
1.
347
0f0
31063
"1.ar.
2W00
as
461960
O.,Iw
LZ
0.!
P)p4q TEST SHEET
TIME
INTERVAL(MINUTESI
WATER DROP
PERC RATF
l). "44
START
-----� 3�---
;Sy
1,30
10 ._ r.3o 71,9A
-----
------------
------
TIME. DROP P-RC
TIN¢
INTERVAL (MINUTES)
WATER DROP
PERC RATE
1N:5.S
REFILL
_-__ z_yl-_-
�S:vR
----- 1 y----
-----$Z --
----
)y 1.59 = S 8i B
TIME DROP PE14C
TIME
INTERVAL (MINUTES)
WAZQL==
WATER DROP
PERC RATE
IS:IO
REFILL
----- 7Z
TIME DROP PERC
TIME
INTERVAL (MINUTES!
WATER DROP
PERC RATE
is :11
REFILL
-- �
-----�Q----
------------
?•93 D
TISIE DROI' FrRC-
TINiE
INTERVAL (MINUTES)
WATER DEPrti
WATER DROP
PF.RC RATE
REFILL
____________
------------
------------
------------
E
r1ML- DROP PERC
TIME
INTERVAL (MINUTES)
WATER DEPTII
WATER DROP
PERC RATE
REFILL
------------
------------
------------
------------
IFTIME
�PERC
5ROP
TIME
INTERVAL (MINUTES)
WATER DEPTIi
WATER DROP
PERC RATE
REFILL
------------
G
TIME DROP PERC
TIME
INTERVAL (MINUTES)
WAlT:R DEPTll
WATER DROP
PERC RATE
REFILL
___________
------------
------------
------------
H
TIME
Ten Percent Calculation
■ ■ go 4W
Largest N of ABC Smallest M of ABC -
mallest N of ABC x 0.10 -
M Ib tta wsaw • IDVW ~ vw saw+.+ Ant.• sMon a" nano.a.w, r.
• Nw asa+aar a.W+a1 M GWAW wan s.ann nrmaw a■..a,.. she Tr..
wows w isa,.rt raw
C,D,E
Largest N of CDE 3mallest 0 of CDC
Smallest M of CDE x 0.10 -
a trw w rw+ww . wr,N wan M satyr+ n.rwH« Hsn tw .nasty r.aMq
a a+w+o" w n�rrns.r. sau. r.nwr. w.n sawrn nun+sr a...p, +n. ava.
a.rs la M,..t raw
E,F,G
Largest M of EFG -� Smallest N of G
Smallest M of EFG x O.30
a M w w.nnao . a" wsm V tn.n t-. ww. r.aarr
a aw w ow
w . so .+ r .n1Y.• wan gas. rrw+so a■...,.. ar aw.
A1rnM•f ror ar .oC r.w
CONVERSIONS
1116 = .06
a=.13
3'16 = .19
114 = 26
5116 = .31
a's - 2,
7116 =.44
I=.5
9,10=.56
11110 = 09
V .75
1316 = .81
7j8 = .88
1516:.94
B,C,D
8.93 _ 6.24
Largest M of BCD Smallest tV of 455
I' 26 a O.10- ' �3
Small
wa rM"v aest do of JnCD
a w. WW ~ aw sawiw nu.a.. ~ IMe awaw, rem"
N .- IN ve . C qp o grow• wv+.aM• +VwM. arars,., ns wr«
r4r•n W7 d M MT .av _
D,E,F
test-* of DE-F Smallest • of 13EF
Smallest M of DEF A 0.10 -
a.aw wa wrn.o . w w w.n ow sawn rrmso aw+ w.. werw. 'es"
� R 1N. wO.M•..• ...r.•.r .+nalY• awn se�� .wrna.r a.oa,.. aw s+r..
ww.e�n d ti s.•r .w
IF, G.H
s
rgest • of 11 Smallest w of FG11
mallcat M of FGR x 0•l0 -
a ti w nrns.• . ftmw rn.n ow to
a aw we o t.n..• • MW ...�+-.• awn a", AAa.•-...,.. N InM
glwtwo to wm a.•s raw
I
Logs of Perc Test
A;Ci 9/. - /Z 7
Location of Project /ffo%v r uSf Or,.,,,
' Ground surface
rJ
ltµ
i
r
3
4
r
J
5.S
Horizon:
Depth:
Soil Texture:
Soil Color:
Nottlingg: Yes — No _ Clay films: Yes _ No _
Soil Stucture:
toots: Yes _ No _ Carbonaies: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color.
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No , Ca*Dorutcs: Yes _ No _
End of Perc at 1, 2 feet. l 4'J
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole X .
Mottled Soil:
Observed at feet of depth.
Not observed in boring hole X_.
Observations and comments:
Soil Type: 5!,Aj^
_ Vegetation:
Elevation: I o y.
Slope: ,- I
Site Drainage: ve Gaa.�
County ' n-"i fG�.
Perc Number g
Horizon: Location of the Perc Test
Depth: o -1,4 J4 ~'
A Testing done by / R6 N; Ycs
Soil Texture: �r . ��,.� �r Date 4-5 nLAo`c, '95
Soil Color: c.t-„tL %`J Classification System: AASHO
Alottbng: Yes _ No _-&Cta,, films: Yes _ No x
Soil Stucture: — USDA-SCS
Roots: Yes No Carfionxes: le: _ No _y Unified
Ca F•�; s...:o } Other
Horizon: ,,,j;^ < Auger used: Hand ✓ Type: Bucket ✓
Depth: Power Flight
Soil Texture: y Other
Soil Color: Diameter of hole, inches.
Ploubng: Yes _ No _ Clay films: Yes _ No _ Method for roughing surface:
Soil Stucture: Depth of gravel in bottom of the
Roots: Yes _ No _ Carbora Yes _ No _ hole, Z inches
Depth of intail water
filling. / Z inches
Method used to maintain at least 12inches for
at least 4 hours fl
Length of soaking: f/ hours
Maximium water depth in the hole during test,
8"
This test was completed by
\%.4 1 ,\',"es on Dto (),lobe
19 95 4
staning at � 4 oz a, and all
inf ation is correct and acurate.
Vl I S n3
SW chmarWINIe saw Rc"ift. A.e.
Im Ir w Tma acal
d.. Ra r
Stiaan F• Sdi
SW Ttarit
am PW
pa pgr
iaaar }r 01 •
C. SEW
_
OJ r S
saw
00
IaD
airs
mow•
IJ7
OAo
�ru
fort
IM
aw
16030
Iwn
197
OAD
71 rs3
Si, �n
im
LIC
M1040
r am 60 ---
0 l _
CL/
ill
_
OAS
_
PERC TEST SHEET
TINIF
INTERVAL(MINUTES)
WATER DROP
Pr".RCRATF
1y.Z�f
START
/.20
------------
-------
Z- i.o9 I.83
TIME DR_5P PERC-
TIA¢
INTERVAL (MINUTEST
10 kq,* AM pFi46 F
WATER DROP
PERCRATE
17
REFILL
B------------
1-1KIE I:)I(0P f ERC
TIME
I INTERVAL(MUNUTESi
vonT!''R77 mij
WATERDROP
PERCRATE.
2V
REFILL
/ Fr
'11ME Dual, PERC
TIME
INTERVAL (MINUTES)
WATER DEPTH
WATER DROP
PERCRATE
REFILL
--
------------
------------
------------
D
_
TIME DI201' PL=RCPr".RCRATE
T1A»
INTFJtVAL(MINUTES;
WATER DfPrH
WATER DROP
REFILL
------------
------------
------------
E
_
TIME DIt01. IIERC
TIME
INTERVAL (MINUTES',
WATER DEPTII
WATER DROP
PLRC RATr.
REFILL
7'IML DROP PLRC
TIME
1NTIERVAL (MINUTES)
WATER DE•FTII
WATER DROP
PERCRATE
REFILL
------------
------------
------------
- G
TJME CROP PERC
TIME
INTERVAL (MINUTES)
WMTR M"I I
WATT_R DROi'
PERC RATE
_
REFILL
------------
------------
------------
--�H
TTIMELK�t- V>foC
Ten Percent Calculation
■ R , Y , v
Lrgest w of ABC -- Smallest w of ABC
1,t, a 0.10s .ra
Smallest w of ABC
R Ry Rip ARAM tt Ymc ~ to aw"M
r,M..Rer. Mn Me anpnp. resew.,
R R.e IM ft aw • �MN O. enta1w ~ meow" nyn.ee. RM,e,e. ro MM
C,D,E
Largest w of CDE Smallest w of CDL-
Smallest w of CDE a 0.10 -
R w. tap .rr...M • w,.• RW tti Mlon nwwee. R.e•' tw e..eRv. rear.y
R RV tee wy.wMr a eeMm a en1RM• R.en /e•on n w—*w M,s,R. IM (Mee
E,F,G
Largest w of EFG �- Smallest w of EFG
SmaLest w of EFG x 0.10 r•
R M NO "-mo • r IV"; RW. to tor, n�Rner• ~ tMe e"e.Ner .erew,
• M be RL-10, r so" a sme". RW' bwwn n. wbw ~4110. R/r veer
Ryw.eeq b h pert .er
K ., _ 1.1
B,C,D
L.argcst w of 13CO - Smallest w of DCD s
Smallcat w of 71CD a 0.10 •
R V.e te0 .\w.eN • ter,e. wy.r M 07nM. lrwrr R.M tMe Y.eryr .Mew,,
R Me 1ep AA�ee• r eA.,ei O e..W.e• RW' e04R .r,.weM ara�e, R.e Me
c »
D,E,F
Largest w of DEF Smallest w of DEFs
Smallcat w of DEF a 0.10 -
the 1p.M.er s W,e• Mrn M eene.n ftMW "n Ube stMwo .Nero,
R 1.1e let• •M•.M• erM' Or sn•yy. WM MM�.Yn,eer bftFfe. A MM
n.,...Cy1 � A� e�•C r,.M
F,G,H
Largest w of I=G11 Smallest w of FGII s
mallcst N of FGH � 0.30 �
R ti R+r q/..t.e• r n•,.• R'1e^ ev to.bw. wwee• iMn IRee NIeRy .MeR.,
R 1.1e 1Rp w/nRe• � ea..e� r •RAM' NM Re!' ARM• •Merl, h Mee
nu.�M-s r M pR'c .w
CONVERSIONS
11,16 = .66
118=.13
316 = .19
1/4 = 26
S16=.31
18 = .38
V16 =.44
S'`8=.63
11/16 = .69
34 = .75
t3'tc�.81
74 .68
1S'16= .94
c
L Logs of* Perc Tests I
Location of Project /�6o/b� r�N St Ore.-,c
` Ground surface
v
1
3
4
5
5.5
1(.
Horizon: '
Depth: o
Soil Texture: t p,� Urg4 � "
Soil Color:
Mottling: Yes —No x Cla} films: Yes No x
Soil Stucture:
Roots: Yes No _ Carbonates: Ye; No X
to �C..- Inr fj
Horizon: z
Depth: / -ra
Soil Texture:�5.
Count), ref r�,�, ,��
Perc Number 9
Location of the Perc
Test
5, fN �C9 IF•
Testing done by r? a', „,;{
Date 4.5
Classification System: AASHO
USDA-SCS
Unified
Other
Auger used: Hand 1.— Type: Bucket ✓
Power Flight
Other
Soil Color: Diameter of hole, r� inches.
Mottling: Yes _ No �Cla►• films: Yes _ No x Method for roughing surface: - c
Soil Stucture: <«_.. Depth of gravel in bottom of the
Roots: Yes Z No _ Carbonates Y6 _ Not( hole, 2 inches
evc" s"'"
Horizon:
9
'�
Depth of intail Nater
Depth,:
, �,�„�-�-
"-
filling, /Z inches
SolTexture:
su��� CI.P, 41
Method used to maintain at least 12inches for
Soil Color:
at least 4 hours
Mottling: Yes _ No
Clad films: Yes No
A,self I fL eA//s
Soil Stucture:
_ _ _
Length of soaking: �! hours
Roots: Yes _ No
Carbonates: Yes No
Maxim m water depth in the hole during test
—
_ _
Horizon:
peak:
—
This test was completed by
Soil Texture:
-�U+.;�+c �;,�e� on Colo O,A.b<f ,
Soil Color. 19�
Mottling: Yes_ No _ Clay films: Yes— No— starting at 1 �i : 0 I� ij n and all
Soil Stucture: information is correct &id acurate.
Roots: Yes _ No — Carbonates: Yes _ No
End of Perc at 1- Z feet. S"caws""KI&Ca"2".Y..Ae.a
Standen w t r t bl • W SewaW Tanhw l
a e a e.
Present at feet of depth,
hours after boring.
Not present in boring hole X .
Mottled Soil:
Observed at feet of depth.
Not observed in boring hole X_.
Observations and comments:
Soil Type:
Vegetation: SA,f
Elevation: /0 5,
Slope:
Site Drainage: ��• ��
.. R..
Kw ~cn
3rlTirre
gip,
hf.M
ll
ft—
run, 606 .1 •
Crave
--
0.1 r 0
s.r
Oss
lao
0.105
/irte W ••S
30
&M
61*15
SWWyL
27
0.70
I! r 70
Ire
ILf
60
r.s
sv, l.r.
am
ex
464.60
Is". Mr. 60 -••
Cl.> IMm
!W
_
/•s
_
,a
PERC TEST SHEET
T�I�M'E/
INTERVAL (MINUTES)
WATER DROP
PF-.RCRATE
��.•�b
START
TIME DROP P-rR-C
TI1.1F
INTERVAL (MINUTES)
WATER DROP
PERC RATE
REFILL
----'�Q_--
-'
-----� ` ----
----�a---
---i,a----
�y I.�o = la•� g
TIME DROP PERC
TIME
INTERVAL (MINUTES)
%vvfTTR'17P *I4
%kATER DROP
PERC RAIL
15:17.
REFILL
------------
'17ME 9I401' FERC'
TII►¢
INTERVAL (MINUTES)
WATER DEPTH
WATER DR Oil
PERC RATE
REFILL
------------
------------
------------
_
TIME DROI' �LRC
TIME
INTERVAL (MINUTES)
WATER DEfrfll
WATER D1401'
I'FkCR1%TE
REFILL
------------
------------
------------
_ E
_
TISIL• DROP PERC
TIME
INTERVAL (MINUTES)
WATER DEPTII
WATER DROP
PERC R4TF
REFILL
------------
------------
------------
IFTt1�1E
Ror l��Rc"
TIME
INTERVAL (MINUTES)
WATER DEFTII
WATER DROP
PERC RATT-
REFILL
------------
------------
------------
TIME ROP FERC
TIME
INTERVAL (MINUTES)
WAIT:R DEPTH
WATER DROP
PERC RATE
REFILL
------------
------------
----------- _
-- ` H
'1� ME- BROP
Ten Percent Calculation
/020 �•90 - . j0
Larscss N of AUC smallest N of ABC
.90 a O.lo- •9y
mallest M of ABC
M 90 w aosa mr WM'tttaw s.. WW" wowea Mts m re awonw
.e.w•w,
M M M w.wu • •w� M et wav ~ "a " woww Mra,., wo N.ee
tw.,wa.•s tM we Pon tau
C,D,E
Largest N oSmallest N of C e
-
Smallest N of CUE- a 0.30 -
a M M wuw,a.. • b se• ~ M astto.n nW%b • Nam IM.e arwwe..sawwq
• tws w .awwsv r em", se onaft• tt•ew den o wonw aY..ys. wr W"
NMwMA tM go pvc few _
E,F,G
L&rscst 0 of EFG Smallest « of E G
Smallest N of EFG st 0.10 -
r M tM w,nwaew a ruse• aw w bshorm womw ~ who arotw.•
• wte to woww • asr, e• saw", ~ Moen wombs, ~a" Wm go"r. am W+ IV go w.'c .ew
e,C,D
L.arRest 0 of LiCD Smallest • of DCD
Smallext a of IiCD a 0.30 -
If Me toe n,w•ee• r 1e•9e• two
o - wrwrm, ew
NI• "he wwow, ntr,,
N 1M twe nVwM• r a 1.&'s oftake, ~ bs.rr► ft,"w awr+e, wo ""
D,E,F
Lamest w of L7L- F mallest • of DEF
Smallest M of DEF it 0.10 -
-
11 trr tos wiww r tv,e• Nsw two asttow• wwm.• N.m two apoww •aa@.V
vmbs M IM tee m• a eow• M tlw.ewe• Nww MAt► •V,ma. a.-a,w tM N.M
wuw.M•• tp M ew•t •mr
F,G,H
argc�st *of 1=G11 �- Smallcst a of FG11 `
mallcst « of FGH a 0.30 -
w w.s = ft.-OWr am". won Ne bswrw+ wtw Non "" aweww ,o wav
■ ..I Mw womw w0•.w r •w•wYe• Nan trntw. wyww a.e•a,.. N Now
wvwws sm, A M'c ,w
CONVERSIONS
1116 = .06
A = .13
116 = .19
114 = 25
W=.31
H=.38
7/16 2.44
117=.5
9116 = z
5'8 = .63
11116 = .69
14 = .%j
13.16 = .81
7/8 = .88
1��16=.94