HomeMy WebLinkAbout1996-07-23 Septic System Design Report,f -
Development Engineerin P.A.
6440 Flying Cloud Drive, N 10 �'
Eden Prairie, MN 55344
(612) 942-9262
Fax: (612) 941-3030
TRANSMITTAL MEMO
Date: 23 July 1996
To: Mhou It May Concern
From: Patrick J Hines
Subiect: 1880/60 Fox St, Orono, Minn
Protect 95-127
Attached in triplicate are three copies of the nev primary System
Design for the above referenced site. The design is supported by
design calculations, typical drawings, 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, tyleical drawings,
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,
DBVBLOPMBNT BNGINEERING, PA
Patrick J Hines
ISTS No 1503
MPCA License No 10
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RECTANGULAR
S C H E M A T I C
i
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SEWAGE TREATMENT MOUND
: (Fr F,o%%-s up to 120,: gpd)
A. FLOW 2 7 r� 1
Estimated /050 gpd (seepages D-i or l-3, 4, S)
or measured - gpd x 1.5 =
B. SEPTI TA,\K LIQUID VOLUMES �sf...- • �"'� �'
s, , , .ace '4, : ei. gallons (see pages C-3 or C-S)
C. SOILS (refer to site e%-aluation)
1. Depth to restricting layer inches
?. Depth of perco!ation tests = inches
3. Percolation rate— mpi /G 7
4. Land slope $7. ? K
D. ROCK LAYER DNENSIONS
1. Multiply flo%%! rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83 =
o o gpd x 0.83 sq. ft./gpd = 871: sq. ft.
2. Select width of rock layer (10 feet or less) _ 40 ft.
3. Length of rock laver - Area + Width a
B� sq'. ft. + /o ft. = 1-?7; ft.
E. ROCK VOLUME
I. Multiplyrock area by rock depth to get cubic feet of rock;
871 s Sq. ft. x /0 ft. = gL' cu. ft.
2. Di%ide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
rLjcu. ft. + 27 = 33 cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
3 cu. yd. x 1.4 ton/cu. yd. = y tors.
F. ADSORPTION WIDTH
1. Percolation rate in top 12 inches of soil is 4 9 mpi
2. Select allowable soil loadg rate from table on page E-;
99 gpd/
3. Calculate adsorption width ratio by dividing rock layer
loading rate of 1.20 gpd/ft' by allowable soil loading rate;
1.20gpd/ft2+ .12gpd/h2= /,5'.
Check this value on page F-16.
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
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G., DOWNSLOPE DIKE WIDTH
If landslope is 3% or more, subtract rock layer t%•idth from
adsorption width to obtain minimum downslope dike toe for
absorption:
/5. Z ft - /G ft = ,5Z feet
2
Calculate minimum mound size rased on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation A 5 feet
b. Multiply rock laver width by landslope to determine drop 4."
in elevation; Slope Difference
x _S� " % -+- 100 = S7 feet
c. Add depth of clean sand depth of clean sand for `"`"� — �--•
separation at upslope edge 1%2a) to depth of rock layer to
rock depth and the depth of cover to find the total mound
height at upslope edge of rock layer;
AS ft + I ft + 1 ft = 3.5 feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multiplier of 3. io
e. Multiply dike multiplier by upslope mound height
to get upslope dike width: 3.9 x .3-r = Meet
f. Add the depth of slope difference (2b) to the upslope
height to get the downslope height
3S + . S7 a y.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 downslope mound height
to get downslope dike width:. 5. 1 x ya? _ 21.1 feet
i. Compare the values of step G.I and Step G.2.h. Select the 3 ±
greater of the two values as the downslope dike width;
1 /.1 feet
j. Total mound width is the sum of upslor:e dike
width plus rock layer width plus downslope `• ."'•,' ` '�"'_�, . �`';� {` `:-:�:::`
dike width;
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/3. 7 ft + led ft + ? 1.1 ft = Hj/, E feet L� oir. iwiei��''►+ ti:� "? `�;`5;t7�.r�. di. WWb-LZ�
k. Total mound length is the sum of upslope
dike width plus rock layer length plus
upslope dike width
3 ft + 47 /V ft + 13. *7 ft = /11 feet T"t4n ,,,• its
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LMSLOPE
EXTILE
FABRIC
R
C
M- �—
OOIL PLOWED OR
DISKED SURFACE
LOAMY SAND CAP
PERFORATED LATERAL -1-v Elev �o�•i
I's.
L—]CLEAN ROCK
3/4TO 21/2 INCH
SUBSOIL f 1 t v iv&. 3
CROSS SECTION A - A
ES
IL
!. , e V /D y d
!i
PIPE FROM
PUMPING CHAMBER
' � 1
PERFORATED —'
b LATERALS
1
I
V BED AREA z
w
o_ -
Il p
' W N I W
, � W m
i Z Z
20
p p ' i 20 --
INCH ' �--Q INCHES
10 FEET
D I KE ;---���—
TOTAL WIDTH
��/. I I ,
PLAN VIEW
'six
1880/GO �:OR S-' Qfena� A.
MANIFOLD LOCATED AT END OF PRESSURE DISTRIBUTION SYSTEM .
E
Jr
\\seoe-�
EVA
EDGAR MERTZ PROPERTY
1820 FOX STREET
ORCNO, MINNESOTA
Percolation Results
Hole No.
Material
Percolation Rate
P-1
Light Brown
Loam
30.0 Min./inch
P-2
Light Brown
Loam
30.0
P-3
Brn. Loam w.
Gravel
7.5
P-4
Brown Loam
18.4
Pus
Lt.Brn. Fine
Loamy Sand
6.9
P-6
Brown Loam
15.0
The average percolation rate for the primary site(holes 144) is
21.5 minutes per inch.
Soil Borinas
S.B.# 1
Depth(ft.) Material
0.0-0.5
Black Loam
0.5-2.0
Dk.Brn. Loa.-n
2.0-3.2
Brn. Clay Loam
3.2-4.0
Brown Loam
4.0-7.0
Brn-Sandy Cl. Loam
7.0
Hole terminatedcdue
to small rock.
No water table or indication of
water table
after 24 hours.
Depth(ft.- Eaterial
0.0-0.1;
Black Login
().4-1.5
Dk. Brn. LoL-a
1.5-2.5
Brn. Clay Loam
2:5-8.0
Lt. Brn. Loam
No water
table or indication
of water
table after 24 hours.
S.B.
Depth(ft.) Material
0.0-1.0
Dk. Brn. Loam
1.0-2.0
Lt. Brn. Loam
2.0-6.5
Brown Loam
6.5
Hole terminated
due to small rock.
No water
table or indication
of water
table after 24 hours.
END PERFORATION OF A PERFORATED LATERAL
�-- Grass Cover
Topsoil
Layer of Geotextile Fabric for four -
Loamy Sand Layer inch layer of hay or straw covered
f: with red rosin paper)
%//_-- "I.. -
Clean Sand Layer
)n Drilled Horizontally
Near Top
At Least 12" to Edge
of Rock Layer
f Co IV1 YI IVIgl L.VVated at
Bottom of Lateral Y ' l
Original Soil Properly Scarified
Before Placing Sand Layer
PRESSURE DISTRIBUTION SYSTEM
/w" .V Y"• ONwI ��en�
END PEPFOPATICN OF t PERFORLTCO LOTEN�L
1. Select number of perforated laterals j___
2. Select perforation spacing = 'I feet
3. Since perforations should not be placed closer than 1 ft. to
the edge of the rock layer (see diagram), subtract 2 ft. from
the rock layer length.
60
Rock layer ferig11 - 2 ft. _ feet
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 = SS o ft. _ I_ ft. = Z / spaces
(#3) (#2)
5. Number of perforations is equal to one plus the number 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.
� s x pW%.Il^aatteral = _�g X, perforations
7. Determine required flow rate by multiplying
number of perforations by flow per perforation
�P.f. x a-/P-f _-�i gpm.
� W ou Ce.n
ti
T.O.ea
'
•� LOW Of Geolt.ldt FOC11c la N.-
- L.omr Sara La...
ncn 1or.. .f ne, « wo. ...•..
1n no •«n Oaot11
n a0rer`Lp,-l.^o�
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-1
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err----�.
L Orlglno� Sod P•oorrlr Scad�ec
tfelpt PfOcinq Song Law
TABLE OF PERFORATION DISCHARCES IX (;P�t
Head Perforation diareter finches)
.73
1.Qa 0.56
15 0.69
0.90
2.Ob i 0.60
1.04
2.5 0.69
1.17
3.0 0.96
1.25
4.0 i 1.13
1.47
5.0 1.26
1.65
aLt 1e 1.0 foot of head for residential systems.
bl:se 2.0 feet of head for other estabiishmews
Table 2
Malcwnrgrf atb"aett AY1r1tllT O(� M �Cr�Ot itly0> pflf
lateral to=uanntoe clo a e vsriatiun
P"IM 4 •«"r 1.25 inch i
1.5 inch
2.0 inch
2.5
14
18
28
3.0
13 I
17
26
3.3
12
16 I
25
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 manifc'ld 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
perforated lateral = inches
Determine SurfaceAfea
Rectangle - rea = L x W
square feet
Circle = Area = x x (Radius)'
3.14 x 3 x 3 " = 2B3 square feet
Other = Get Surfam Area from Manufacturer
feet
T
1
Length
Radius
r.=3.14
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 x 8.34 + 12
Ze.3 x 8.34 + 12 = 19.6S gallons/inch
I
Calculate Gallons to Cover Pump (with 2 inches of water covering pump)
(Height (in) + 2 inches) x gallons/inch
( K. + 2 ) x / .4s = 354 gallons G •-� j i�r
I '
Calculate Total Pumpout Volume elew /•J.s
(Section D on page f-15)
Zby%: gallons
Calculate Volume for Alarm (typically 2 to 3 inches)
Depth (in) x gallons/inch = �
1 x 19.b5 = X 1 gallons ���� 49•'/
Calculate Reserve Capacity (75% the daily flow)
Daily flow (see page D-7) x .75 97.3
%DSO x .75 = 797 gallons
Calculate total gallons
Reserve Capacity
-70A ce
Alarm
Pump On 59 i
2�V� J To
Pump Off
Pu Height
3fy «'
gallons over pump + gallons pumpout +gallons alarm + gallons reserve
3+4+5+6
35* + 244i + 59 + 787:1= /40 gallons Use: /SOO ro 5ij /a,%
Total Depth (Total gallon divided by gallon per inch)
Total Gallon+ gallon/inch
20t + 14f = 13 4. inches
Float Separation Distance (equal total pumpout volume)
Total pumpout volume- gallons/inch
20c - 17.65 = 13% inches
i
1Vi
Pumpout Vbiwn:
/7%i'
/84G//id - S-fj UIb^a� /YJ�rt�
A. Determine pump capacity:
l . Minimum suggested is 600 gallons per hour (10 gpm) to stay ahead of
water use rate.
gallons- x• A1/4
3. Use value from design of pressure distributions stem. 4--
SELECTED PUMP CAPACITY qgpm Pipe Length ZO
B. Determine head requirements: Point of Dischug�
q Sr a i.7. + T tk„
1. Elevation difference betweenpump and point of discharge. A•s A
1• 2 feet Sk. Elevation Difference
If pumping to a pressure distribution system, add five feet for pressure Plunp
required at manifold F-18b
5 feet
3. 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. _ 17.6G 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 ft by equivalent pipe length.
Total friction loss = 25 x f 7• `4 +100 = feet
4. Total head required is the sum of elevation difference,
special head requirements, and total friction loss.
7• z 4, o �y
(1) (2) (30
TOT 41HEAD /8.4. feet
C. Pump selection
1. A pump must be selected 1 diver at least 49 gpm (Step A) with at least
IL- feet of total head (Step B). S 4"as t A or - O
O. Total Pumpout Volume
1. To maximize pump life select sump size for 4 to 5 pump operations per day.
/off gpd + 4 = ZGZ A gallons per dose
2. Calculate drainback
1. Determine total pipe length, Zo feet.
2. Determine liquid volume of pipe, a -St gallons per 100 feet. (see page F-18)
3. Multiply length by volume: Drainback quantity -
2 feet x /ase 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.
3. Total pump out volume equals dose volume + drainback
2L2;k allons per dose + _� gallons = 26 V ► Total Gallons
2.0 inch 3.0 inch
SPmFriction Im pa 100 n of pipe
IO
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
2.06
0.30
40
2.64
0.39
3.28
0.48
07.9"0
3.99
0.58
55
4.76
0.70
60
5.60
0.82
D-7
p3r1Yt1r(D SC1v40t FLOWS IN ti4LLOMS MR GAY
1116V to
TYPE OF Ite560910e9
t
a
a
K001001*11
2
300
an
160
60%
3
450
30o
lie
4t
4
400
3713
a%
Iw
S
750
430
2SV
119.r.
•
1100
529
332
7
t 030
ttt10
370
0,
0
t too
a73
4"
ceiwmm
F-1Ra
A (hameter brochesl
Gallons pa 100 feet
1
4.4
25
7.7
2
17.43
2.5
24.87
3
38.4
4
66.1
LOSS OX ao%L Borings
B-31
Locatidn or Project
Borings made - by lyW/J %0IAox' -,r^ Date 7-/4 -N
Classification System: AASHO ; USDA-SCS Unified ; other
Auger used (check two): Hand or Power ; Flight , or Bucket other
roux SEa,pre
mb De th Bori number Akio+
Depth,
in
feet
Boring nu er
Surface elevation
0
1-
2—
1
3 —
i .
End of boring at S% d feet.
Standing water table:
!resent at feet of depth,
hours after boring.
Not present in boring hole 011
Mottled soil:
Observed at � feet of depth.
Not present in boring hole
Observations and comments:
p . nR
in Surface elevation
feet
0
3
4
5 —
6 —
7 —
8 —
End of boring at feet.
Standings water table:
Present at &/-,+- feet of depth,
hours after boring.
Not present in boring hole c%
Bottled soil:
Observed at /. 3 ' feet of depth.
Not present in boring hole
Observations and comments:
1
PBIRCOLATION TEST SHBBT -
T,est hole location 131), 7-
Hold N .L..�. Date test hole was prepared• 7"'
Depth of hale bottom: inches Diameter of hole: C, Inches
Soil Data from test holes
depth, Inches
v--
soil textunr.
soil color
Method of snatching sidewall: ' " Depth of pea size gravel in bottom of hole: Inches
Date and hour of initial water filling: ' i' �'Depth of initial water tilling; 0 above hole bottom
Method used to maintain it of water depth in halo for d booze r^ I t..#. ' • .-../ -. .
Percolation test conduct" i r; )�'+1' ''��:' Percolation test started at �; (Lnt/pod.
Slaximum water depth above hole bottom during task 15 - Inches
INTERVAL
WATER
WATER
DAROP
RATE
CALCULATION
CALCULATION
TIME
(MINUTES)
OtPT'H
(&wagon)
(elaN�at)
MEW .31191W
Timm"
ti PtLL
��
•
- ==""-1 -
-
�)
was- �-�
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ARVILL
KIRVILL
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ROVILL
S
'!'1ST • '*11D1C
REFILL.
t M
V11sA
ISBA
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V45Z
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MISA
342A
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VV Iisit
Tat Percent Cakulatim •
Asa.0 -WICID
!_
C.O.E O,t,lf
. e►.z� �_ s e►as+ �_
Ooze, =
11MMu i t001 Of tMtN/�i a1 ��rw Wee
�a !fir IIN PNti M
26
PERCOLATION TSST SFMT -
Test hole location / 99 rfl • Hole # F�_ Date lost hole was prepared:-7-
Depth of hole bottom: 12 " inches Diameter of hole: inches
Sell Data from test hole:
depth, Inches
�-Z'
soil textum
soil color
Method of scratching sidewalls - '� IA'•; Depth of pea size Maeel in bottom of holK 2 inches
Date and hoar of initial water fllling. °30 Depth of initial water Alli::r. above hole bottom
Method used to maintain 1T of water depth in hole for I Is -
Percolation test conducted bp ` �'J ' - Percolation test started at o c la / pat.
Mazimum water depth above We boltost during as � ' inches
INTERVAL
WATER
WATER
WATER
DROP
PERC HATE
CALCULATION
TIME(MMIdTEi)
DEPTH
(trattttOaodoDROP
(aelrrhal)
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n
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• w •Fe
ere n
~
10
r
• •
++�
er C
� pF
°w
in •
r
ga
h
m
Oy
� •
r
A
r /
V
N
N
+
Los of Soil Borings
Location or Project tg64 17
I3T�'�T
Boringa made by Patrick J nines PE 012086 Date av 37,k, d\RS
C Classification System: AASHO USDA-SCS X Unified ; other
Auger used (check two): Hand or Power _; Flight _, or Bucket OC ; other
3 "sues
Depth, Boring nur-t.-r
Depth,
Boring number Z
feat Surface ele..' ion 144;2• 7
feet in
Surface elevation 3 Z
O C
O4-C A•n.l ka'iC
0
LPG Qw .v.•v
�...,
..� F:,,, tom.,. � a -�•� -
�� �...� �... ..., v ,
�• y r
� vc. nb•-��-�
Cla,' Laa.. Qryo+'.:�� �j\aek Mo.b�
3 —
3 —
!,�► �, .�.t
s� -.:c
w�
4 —
4 —
,.. e., .
J\
6 --
6 —
7 --
7 —
--
End of boring at feet.
End of boring at �� _ est.
Standing water table:
Standing water table,
Present at ;eet of depth,
Present at ff. ..+.
hours after boring.
hours ate-+ .ing.
Not present in boring hole X
Not present in boring hole Y
Mottled soil: I
Mottled soil:
Observed at feet of depth.
Observed at feet of depth.
Not present in boring hole
Not present in boring hol-
Observations and comments:
Observations and comments:
Lots of Soil borings
Pe^�ijc
.
yS-l2-t
• Location or project 1is4
ky *Vo�
0 roh0.��.,.►—
Boring* made -by
Date _
4 Oc4o6ev ARV
Classification System:
AASHO
USDA-SCS ___L; Unified
; other
AuSer used (check two):
Rand X-,
o, Power ; Plight _, or
Bucket ,QL; other
3'' Scs
D th
Boring number
3
Depth
Boring number
ep ,
In Surface elevation /0
feet
0
/oc 1+ wgo.✓�� �+I q uL /�
8�
ioa...
i
2
—
3
3 `47 G l�
—
'.-/coif Z7
4 —
6-
7-
6—
End of boring at = feet.
Standing water table:
14esent at feet of depth,
hours after boring.
Not present in boring hole A
Mottled soil:
Observed at j• 6 feet of depth.
Not present in boring hole
Observations and cosments:
Lim Surface elevation
feet
0
L,o.,m o✓�e,r.C- c✓� r,o.T3
I 1 —
End of boring at 2i 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 bot.'-3g hole
Observations and cosments:
Loss of Soil SorinseI Z,
Locition or Project A v & S� . � roho i`i�:M+► Borings Wade. by Date 4 pc{06f,\Ags
Classification SPstes: AASRO ; IISDA-SCS _�; Unified ; other
Auger used (check two): Hand I-, or Power ; !light _, or Bucket _L_; other
3'' Scs
Depth, Boring number A` 5 Depth, Boring number 'X4 G
flat Surface elevation /0 7.1 feet Surface elevation D
O
1—
ca, b•-
2 irwnie i
4-
6-
7-
8—
End of boring at .< feet.
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole A
Mottled soil:
Observed at ai•O feet of depth.
Not present in boring hole
Observations and convents:
0
1 —
• h�'S
blr�1. : �►-cry.- v/ J.P r�
3 —
4 —
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 comedts:
LOU Ot soil mrinss
�riltui-•95•J27
.'Weetion or Project 1S90,406 ton 5A, ��.,,` _ N;N.►es. w
Boring* wade -by i��4r_.;k 3 Vk"-C$.. Isma a :so3 Date i /lL.,�,,,•ver "45
Classification S7stes: AASHO ; USDiA-SCS It Unified _; other
Auger used (check two): Hand �, or Power ; Plight 1(, or Bucket k •
_,other
3 ftJ"
Depth,
Boring number
r
in
feet
Surface elevation
/G(o./
O
{...Iew. Qre.•ew't Q1eck
K.srr.'Jt�
l
.:.ao Sammy «-; p/.:.; ;
,c ..-�
--;rt
C/07 L•�..., 4.0- 11 ,....s* h & n....yf'
2 —
p
ra "-r 1,1*
3—
�ohk1
4-
6-
7—
Ind of boring at feet.
Standing water table:
Resent at _ feet of depth,
hours after boring.
Not present in boring hole ) .
Mottled soil:
Observed at 3.0 feet of bepth.
Not present in borings hole
Observations and comments:
Depth,
in
feet
O -
Boring number
Surface elevation
Ind of boring at fast.
Standings water table:
Present at feet of depth,
boors after boring.
Not present in borins hole
Mottled soil:
Observed at feet of depth.
Not present is boring hole
Observations sad consents:
Chart — GUIDE FOR USDA SOIL TEXTURAL CLASSIFICATION
IWA
Uaiat Materials Less Than
2.0 mt:i. in Site If Approx
* L•\� 10
JC0% or more of the soil
r .... Z: .
material is larger ther
�.�,
fir, r•:'.'.•\.•
20 mm the texture
•r `....
term includes a
8Q '•'"-'
modifier. Example
-���,• -r-' '��
�"
fravelly sandy loam
'••�
•.
70 .• •:,.•.,.
•,;:: . clay .
.
:^..::• ".•.7.•. softy
sandy :. = = tray
.'
clay . ..�. _
40
35�, :: ;:: -= silty clay .:
Clay :•ti:. .../.;�..: .., clay loan+•
sandy clq 1t .. ....... _
loin ..:..
:. .; . • ..
:. " :: • sandy Ito rn d
IO _.� _ ....
lo�. .,
:. • ... :.: spit
. • ..:: ,�
sand ksa.. d..
..• -• '• •: •:` •:..
....;.
�00 $ o 00 `b 'o �"o 10 .10
percent sand
v
Particle Name
Fine Gravel
Very Coarse Sand
Coarse Sand
Medium Sand
Fine Sand
Very Fine Sctnd
Silt
Ci...
Particle Size Range
trs
�1.0 _
P
1.0 —
2.0
0.J —
1.0
0.25
— 0.5
0.10
— 0.25
G.GS-O.l('
0. W)
PERC TEST SHEET
TIME
INTERVAL (MINUTES)
MOXF4flF1=1"
WATER DROP
PF.RC RATE
START
I
_ls/ow_-
- e--- - - - --
—1
T A4E- t -6P sp�R-Cr- A
TIME
INTERVAL(MINUTESI
WkTe4k.- !FI
WATER DROP
PERC RATE
�S a�
:05
REFILL
'
,
--0.
3
0.97
�_ g
------
_ ---
TIME ffOI' PERC
TIME
INTERVAL (MINUTES)
%%Axr*"F4xCC TH
WATER DROP
PERC RATE
REFILL
I1
g . 3q
----a 'ck
--------
5 ._ 91 = 5.49
------ ----
------------
7� E LTROP P-MEZ-
TIME
INTERVAL (MINUTES)
WA?rlrTYeWH
WATER DROP
PERC RATE
.IZ
REFILL
----------�-
_____S1 -_
-------
------------
1.31 - 5.?Y D
rIMF- D1t01' I rjFC-
TIME
INTERVAL (,MINUTES
WATr-Ror:PfH
%Al'fRDROP
PF.RCRATE
REFILL
------------
----- -------
- E
wPEliC-
------------
------------
. lOtto].
TIME
INTERVAL (MINUTES)
WAT'I:R DEMI
WATL•R DROP
PERCRATF
REFILL
------------
------------ ------------
------------
TIME-- Ib tOT wtwt`- IF
TIME
INTERVAL (MINUTES)
WATER OGFTII
WATER DROP
PERC RATE
REFILL
------------
Cs
------------
------------
------------
l� - ROP w
IME
INTERVAL (MINUTES)
WAIT•.R :Iml
WATER DROP
PERC RATE
REFILL
_____----_-_
------------
------------
------------
gap
Ten Percent Calculation
mallest M of AIIC —
tttallsat 0 o ABC x 0-"0
-
R tM w �.M• a+trM• n.sr. 4S* NGNM #s..e*- OWrs "
R w w s.w.uw a eMrr a+ s.ww• also tssttr...�r..sw ..+.sp. ws w.s.
ssn�s-s ts. M ss•i wts
C,D,E
Best 11 osmallest « of
mallest M of CDE It
0.10
M bus tar awmew r r.,s• tw. t o brow.. wrww bur• trs awsr.r.rM�•.,
• M w s..w.sr Of,.*.Sts•ws. ~ t s.�o. hw.tr...r.r. Nw w.w
M•M•. tr tw,wt Ar
E,F,G
seat • of EFG Smallest M of 1EFG
mallest 0 of EFG x 0.10 -
f ttr w ft m w . W". r.s- go twnw.• wvww sa.. w *. w•.«s+'s
e go w ww.w war' r HnY�• ~ ws.w.•. or..sw M•atN. tM wwfto 68 pm few
CONVERSIONS
1116 = .06
118 = .13
114 =16
5116 = .31
H=.38
7116 =.44
112=.5
9=.63
11116 = .69
V=.75
13116 = .81
118 = .88
15,16 _ .94
e,C,D
S yy _1._
Largest M of BCD .- matteat • o
.15
Smallcut to of BCD x
s w w nw.w r trrs• ~ h arw. wrw• tW sw.. w+ss�r .sisiw,
.v-sw a sour r s..wss• ~ DOW •sr..w s.-tp, s.s Orw
D,E,F
Ezi.-st • of DEF mallest N of DEF
Smallest doof DEF x O.]O-
r r»_ w ww .s.• . �r +• r s.w• aw ur'w wow sw.die. ws wrss
IF, 6,H
rgast N of F- 1I �-Smallest a of
tt►allcst M of FGH s 0.10 —
r w w wnr w r•M• vo' M snow► www M sssr r.ssw .swN'.
.rl..ws t'to la's w-
/z 7
Logs of Perc Tests
Ground surface
1,
13
3
4
S
5.5
Horizon:
Depth: a -13"
Soil Texture: a`.„ o,:
Soil Color: 01
btostl ng: Yes _ No x Clad films: Yes _ No K
Soil Stucture: [ ��
Roots: Yes No Carbonates: Ye: _ No a
j F•.T y �.. , I i
Horizon: «llll
Dept+ :
Soil Texture:
Soil Color
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Carbonates: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color:
Mauling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Ca bonates: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color.
Mottling: Yes _ No _ pay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No ` Carboues: Yes _ No _
/I/
End of Perc at d!:L feet. ker'T
Standing water table:
Present at feet of depth,
hours after boring.
Not present in boring hole X
el3J
Mottled Soil:
Observed at feet of depth.
Not observed in boring hole X_.
Observations and comments:
Soil Type:
Vegetation: rm e d G.�:, ;' WcJI, 4, /,
Elevation: /Dz, e
Slope: ;2. 7 %
Site Drainage:
II
Location of Project F.' o '
County �lr,.,,
Perc Dumber 1
Location of the Perc Test
Testing done by
Date 2_µ��As
Classic+cation System: AASHO_.
USDA-SCS
Unified
Other
Auger used- Hand_ Type: Bucket ✓
Power Flight
Other
Diameter of hole, inches.
Method for roughing surface: _ ;aCtc K..:L<
Depth of gravel in bottom of the
hole. 2 inches
Depth of intail %eater
filling, / Z. inches
Method used to maintain at least 12inches for
at least 4 hours
w./,o e 9.4-//s
Length of soaking: hours
Maximium water depth in the hole during tes-
8"
This test was completed by
Z 11: m,- on z S 3A,,
19 95 IT, Cs
starting at 13' 4S arm -and all
information is ccorrect and acurate.
S" Cdaa ews W tewr..'%MW
=
�w
/mrr"&I •
urs
cs . SOW
ir!
am
Ise
Ctrs
wwr
to
W
iris
se"Y
3V81
"
urs
1rr
to0AS
rIA
Logs of Pere Tests
/%/5 — /Z 7
Location of Project 1e6vAat Orc.�o
Ground surface
W 1.+; 14., 1
Ili
2
3
4
S
5.5
Horizon: ►
Dep,,h: o -, 3 "
Soil Texture: 1�,�-.,o.,w.;.
Soil Color -
A1oUbne Yes .—Now Clay h h;: Yes— Noy.
Soil Stucture: LL.k
Roots: Yes ;t— No — Carbonates: Ye: _ No y
(a Ate- t-1
Horizon: _
Depu7:
Soil Texture:
Soil Color.
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots Yes — No _ Carbonates: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color.
Nottbq: Yes _ No _ Clay films: Yes _ No _
Soil Swcture:
Roots: Yes _ No _ Carbonams: Yes , _ No _
Horizon:
Depth:
Soil Texture:
a( Color.
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots. Yes _ No _ Carbonates: Yes _ No _
End of Perc at /.I feet. c 13')
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: 0-,.k
Elevation: / o Z. v
Slope: e. ,?
Site Drainage:._
P17I .,.,
County
Perc Number 2
Location of the Perc Test
.5, d444.v...
Testing done by _ i%� r; emu_: S �4
Date Zq J,. , %qs
Classification System: AASHO
USDA-SCS _ f'
Unified
Other
Auger used: Hand y Type: Bucket ✓
Power Flight
Other
Diameter of hole, inches.
Method for roughing surface:
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
Length of soaking: F hours
Maximium water depth in the hole during test,
This test was completed by
Oa %, \.e.h.r.t-\,S on Zs 'T'..\M
19-!5 KILO
starting at 13.g arW ri and all
information is correct and acurate.
J 'A, 1SO-3
/. so-aw Tn=
Pt
ev-
1�."a1 •
�1 r f
rS
101, 16.30
:s10io
..so—
Cam SOW-
Sod
11rrr!•
Ise
ow Imo.
a.r
ro
IN
IA?
'&
--
1s—
W
am
--
PERC TEST SHEET
TIME
INTERVAL (MINUTES)
WATFR DFirm
WATER DROP
PF.RC RATE
START
------------
------� °---
------------
----
A
If —ME UNUF FERC
TIME
INTERVAL(MINUTES)
WATER DrPrH
WATER DROP
PERC RATE
REFILL
_--_----_---
------ ---
'I
- 4 1
----------
,I n
Q .- U.� _ /3Z
IT ME I�201�- B
TIN¢.
INTERVAL (MINUTES)
WATER DE.Iri'H
WATER DROP
PERCRATE
REFILL
------------
-----34----
------------
---y.d----
-- yQ 70 C
l7ME bRtS FEA7Z!-
TIME
INTERVALfMINUTES)
WATER DEPTH
WATER DROP
PERC RATE
REFILL
--------_---
_ ------
3a__ o.i - '731_ D
TIME
INTERVAL (MINUTES)
WATER DFPrVI
WATER DR(N'
PriRCRATE
REFILL
-__---______
------------
------------
------------
- E
"E1ME DROP 1'ERC
TIME
INTERVAL (MINUTES)
WATER D C M I
WATER DROP
PERC RATE:
REFILL
------------
------------
------------
-----------
TIME
INTERVA! 'MINUTES
WATER DEPTII
WATER DROP
PERC RATE
REFILL
------------
G
------------
_ -----------
------------
__ -
TIM� URUF ptwt-
TIME
INTERVAL(MINUTES)
WMTR DEPTII
WATER DROP
PERC RATE
REFILL
------------
------------
------------
€� -ma ->we H
Ten Percent Calculation
�r -, N o falsest M or AI3C
t mst M of A C x 0.10 -
M w. w awaw "got wan w. BMW- wwww M• Is"..nr0~• awa,wr ..
r M w wi w Samar wan aas,w wwww amm"..w ...a
.�Mwaa,a ta, w► /.,. no
C,D,E
Largest N oSmallest N of
mall.., M a( DE x 0"0 -
r M w ww-w • w". wan to www wwww VWA tw awnw rasa.,,
r M w ww-ar • aaw a, a-Oaa. ~ aawa.w wwwaa, wa,a. wa W"
awwwa ta, we Mt mw
E,F,G
arrest w of Smallest M of IEFG
falsest 0 of IEFG x 0.10
we to wwwa► . • a,,., wa• to aa-a,w arww wan ara aw.,wa, rw.r
s o- w wwww a�,a� r �wuar .+an aa,w wwww w a,a. M saaa
awaa,. Ar so pm ,.o
A,�
e.C,D
710 _ 7.32 ./
Largest *of BUD - Smallest « of
Smalleat 0 off TICD 31 x O.10 , 73
w wa w , w"w w ww an• woman* www w wan .Ma a,w/.n.
a wa w wwnaa• a awmm a, SWAM@, wan anew irr-aa, wa. wa M»
w........ r. ar r.e .r.
D,E.F
Largcst N of DEF ma last *of
Smallest « or DEF x 0.20'
r na w aw..ar a ame..,aw ar aaww w,.-a., waw rs* aws.w rw•n,
r wa w ww.aa• • aaw, V ,r...w aw,a,. wa aw.a
a.. — r.... ..•r ..r
F,G.H
rgest • or I - Ott Smallest N of FGH
malkst N of F 14- tt 0'"
M ti w 4%0%W • mm", b• w. Saft- Ok~ wan WAG spwww ha•n/
r M w .. wwaa. • aw, w a-1a.a• wan aaa.m wH-w a -a ase. wa wrw
arww. to wa own mm
CONVERSIONS
1116 = .06
4-.13
116 = .19
114 = 26
7116 -.41
112 - .5
1p
W16=.X
51= .63
1116=.69
14 - .16
1316 - .81
74-.88
M6=.4
Logs of Perc Tests
9S - /z 7
Location of Project /eg(co rm Sf Ore l•
Ground surface
Horizon:
Depth: o - �3 "
Soil Texture:
Soil Color. 44-
klottling: Yes _ No -Tlay films: Yes _ No
Soil Swcture: =�-
Roots: Yes IL, No ,_ Carbonyes: Yes _ No a
(a 4_ _") _
Horizon:
Depth:
Soil Texture:
Soil Color.
!►tottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Cubonxes: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color:
Mottling: Yes _ No _ Clay Ems: Yes _ No _
Soil Stucture:
Roots: Yes ,^ No _ Cubomates: Yes _, No _
Horizon:_
Depth:
Soil Texture:
Soil Color.
Mottling: Yes _ No _ My films: Yes _ No _
Soil Stucture:
Roots: Yes _ No — Carbonates: Yes _ No _
End of Perc at / 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: Go•.- + v_-
_. Vegetation:
Elevation: 10214
Slope: ;2,1 %
Site Drainage: t
Count}' �r.<•., *,F,:.
Perc Number 3
Location of the Perc Test
5.•� c%r iu,s....
Testing done by Pokr;c.k 3 �:�es.rso;
Date ZW "IS
Classification System: AASHO-"
USDA-SCS —Z—
Unified
Other
Auger used: Hand ✓ T)?e: Bucket ✓
Power Flight
Other
Diameter of hole, inches.
Method for roughing surface:
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
Length of soaking: f hours
Maximium water depth in the hole during test.
81
This test was completed by
19J5 h rs
starting at I3' ye anVpm and all
information is correct and acurate.
lS03
S"O. WWW"awa tee
r Ir%=T tnWMW"
IMswpMd�
Fr.r Or 01 •
Carrsow
IN
allr!
{rN
iwr,
2163
Nr00
"00 —
OM1�
C�
--
PERC TEST SHEET
TI ME
INTERVAL (MINUTES I,
WlffF4.AF�
WATER DROP
PF.RC RATF
I-q:1/8
START
--------- ---
--
uR- P- tC
TiA
INTERVAL(MINUTES)
WAZfiA4W-P fl
WATER DROP
PERC RATE
%S%aZ
REFILL
-----
--- 3 _3 �--
p
--- O. i b
y% 21
�RbT FER--C--
TIK1E
INTERVAL (MINUTES
Fi
WATER DROP
PERORATE
_
lS,oH
REFILL
/�
V
M UT� '�—
T1161E
INTERVAL (MINUTES,
w•
WATER DROP
� PERC RATE
REFILL
�f•�S
----- -----
IME rt01- )CtC -
TIME
INTERVAL (MINUTES,
WATER Dr-17m
Wnl'r:R DK(>t-
1'F:RC RATE•
REFILL
------------
------------
------------
E -
rlmr Ror F�-
TIME
INTERVAL(MINUTES)
WAIrR I)RVTII
WATER DROP
PERC RATE
REFILL
------------
------------
------------
-- - F
�r1E- UR67
TIME
INTERVAL (MINUTES)
WATER DEPTH
WATER DROP
PERC RATE
REFILL
G
uR- s FL-`i�Z`-
ME
INTERVAL (MINUTE.Si
WAITiR DrUrril
WA7T_R DROP
PERORATE
REFILL
------------
------------
-------------
-�� -_ H
Ten Percent Calculation
9 � p
rgest N mallest N of AIIC
tmallsst *of -A-SC— Is 0.10 .
a tw w ww�ta. � trp. snw fr sm.e new tw+tw tnWwr rim,
s t w Arwssr s ss..n tr swwr. wsn sawn .rew M•s,. �. f�rw
aM%ws tM h Pon Aw
C,D,E
raest • of LwOr Sonallest M of DC
tnallest M of C E Is 0.10 -
ar ts, wrew a Upw ~ tw rww www ~ tru ~ftw -w"-/
M�w�sw *A-wN s r OWAW �n rr�w. web. aw.&". w� — -
E_,F,G
feat • oSmallest w o
mallest 0 of EFG a 0.10-
• hto urftw a ww ~ ow tr••.w A~ vw t * .wer
a t11� w A/ew a fir' M ��IM�• ew MMw, Arew awo,s. lw lv�r
Mt=7 tw to
trr
6,C,D
S.ti - 5010 - ' Z/
L eat « of UC mallets N of I3C5
5. 0`0 tt O.1 O - .60
mallets N of
A w w w�etr• IMMr ~ tw berm Itnr. IPM whoaww. rNry
M M1� w a:; s• an"" irrew Mom. M Nw
D,E,F
Largess* of D -F Smalkwi & of F
Smallcst a of DEF a 0.10 -
■ ww w a w,.• are s» tre.e erw w Nse . u�ssw rMry
s w w .crew • ss,... new• two trw• evww s...,.. M w.«
w.r..W� � N r•t •a.r
F,G,H
Largest • of I mallast a+ of ram
Smallicst sI of IF a 0.10 -
• •. w tyrMes. a
orwwrr .w sr twe nr.s. wse tar ew r.w�s
M w go � so - ne-�• �1M tl�w� 14ew ..-�. tw ltiM
e� • M �R �
CONVERSIONS
1116 S .06
U61.13
3'16 S .19
114525
S'10 = .31
a'6-.36
7/161.4;
112S.5
P6--.66
SIBS .63
11116 S .69
V S .75
13'16:11
7R-.W
16.'16 --.94
(.
7
Logs of Perc Tests
Ground surface
ioOsa�'�
Horizon: 1
Depth: o -13
Soil Texture: Le.
Soil Color:
Mottling: Yes _ No i-, Cky films: Yes _ Not<
Soil SIL-tUre: Lc. s�
Roots: Yes A- No Carbonates: Yes _ No L(
_
to
Horizo:l:
Depth:
Soil Texture:
Soil Color:
Mottling: Yes No _ Clay films: Yes _ No _
Soil Stucture:
Rods: Yes _ No _ Carbonaes: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color.
Mottting: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Rods: Yes _ N, _ Carbonates: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color.
Matting: Yes ` No —Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Carbonses: Yes _ No _
End of Perc at 1.1 feet. 03'1
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: L60..-•� �•-AG.�;
... Vegetation: S �.,.-t G = _ -,
Elevation:
Slope: Z.I
Site Drainage: �da
Location of Project IeFo%v rCA 9 ore"'o
County
Perc Number 4
Location of the Perc Test
Testing done by 7� a
Date z 4 SN1� 45
Classification System: AASHO-
USDA-SCS _V
Unified
ther
�Typ
Auger used: Hand Type: Bucket ✓
Power Flight_
Other
Diameter of hole, r inches.
Method for roughing surface: :ate K.,:1�
Depth of gravel in bottom of the
hole, Z inches
Depth of intail water
filling. % Z inches
Method uses' maintain at least 12inches for
at least 4 ho- .rs
'' rA
Length of soaking: hours
Maximium water depth in the hole during test
911
This test was completed by
0.1"k C1��v..r�``..S on Z5 3r.111
19J5 ;'A,
starting at 13: y9 &Wpm and all
information is correct and acurate.
s.0 d...dt.�.w,...N.r.. M..
•
KIrA p
� �r
r
Was
rwR.Ow-
w
ue
SAW
16.30
�..
"P
...
:1��
AS
PERC TEST SHEET
TIME
INTERVAL (MINUTES,
WATER nFirm
WATER DROP
'RC RATF
START
------------
---- Q ---
------------
---- -/$_
Z,/s - i ,V.o A
1M!✓ U10P FE-RC-
TIA
INTERVAL(MINUTES)
WATER DEPTH
WATER DROP
PCRCRATE
REFILL
-----��----
------------
--- 1-7S-----
,- .7 - ?.l $
1 M 'TYRWIF PERC
TIME
INTERVAL (MINUTES)
WATER Df•.19'li
_
WATER DROP
PERC RATE
REFILL
------------
,-
----�d ----
------------
---=��----
?o ._ �.�1 _ i�.� C
TIME 20I' FEIFc
TIME
INTERVAL (MINUTES)
WATER DEr`TH
WATER DROP
PERCRATE
REFILL
----=30 ----
------------
---/=70
D
ltol' r c -
TWE
INTERVAL (MINUTES)
WATER Ervin
WATER DR(A'
17:14C RATE
REFILL
------------
• 1:=1 - MtOr PL-14i
TIA¢
INTERVAL (MINUTES)
WATER DEPTH
WATER DF ^
IT RC RATE
REFILL
-
,i• M -- DROPTIME
INTERVAL(MINUTES)
WATER DEPTI I
WATER DROP
PERC RATE
REFILL
------------
------------
G
-- -----
firM'� BAP rhC-
TIME
INTERVALINUTES)
WA7T:R Dr- PTII
WATER DROP
PE RC RATE
REFILL
-----_-___--
------------
------------
----------
,Y,
Ten Percent Calculation
mal[est « of ADC
t « OTIMX 0.10 -
• M up fit- 0 two' on go boom" wrROW Mn � .ws. s.w.ww,
• WAo s wrwM a �,+i r Mwsrr s�si. twtww w��wt- sw.s,s. w two*t�wM IY M /K M
C,D,E
Largest « of Smadlest «o
tndlest « OtCUK it 0.10 -
M M tM ww••s. • twp• W404 M WNW" ft~ Nw. w WWOW..ss..,
t) MMA tF M T. coma-,w�. wn OMW% nrw..r M.Wo..s suss.
al/I�M �R Ar.
E_,F,G
Sest « of KFO Smullest « o
smauess « of G a 0.10 -
i we a owner a tsgw ~ wessww. ftv"w Ow a" O v ws' .w.r
tI M 1 M �'w�• Nn �MM. �II/�ww M�y�. lll�
e,C,D
/7.4 _ /7.1 40.6,
Largest 0 of BCD Smallau 0 of BU5
Vmalk e
7--oL—0.10m 1.7
�1; �b x
• w w wr..wr � w. .r fMww w�wY. svn tsw •�M'�"�.
M w *y .ynM' r wW 4 � Y• wn U'Oww .YwM. w��, M wM�
wu11.wM4 �. M M•e nlN
D,E,F
L.ar-
Best *of D -F ma�f ..0
Smallest «of DEF s 0.10—
• w no ftw wr t Wp• wn M M.rw nwmew own tom an.. -0. wow+•,
N We up wr.w• Is so"' so"' w sw~ 1/!. wrwww 0�46- Owi�
mn•Ai}• _ft, Ml.•[ •IMF
F,G,H
Largest « e malIms a of Fd R
mallest a—wrpun a 0.10 -
M w M ry.w• a ww own N ft" ww MAVOW M a m wr/.w r
tl M w "W"W w me",I ��1w-• /1M. �M n w••w w0w�. : Nw
wrn.wws tr M t-•s 6�
CONVERSIONS
ill0 = .00
111 _ .13
a'10 - .19
114 = 2:
.31
3'6 08
7116 =.4;
9�'16 = .x
5..1= .03
11110 = .69
&11 _ .75
13'1, :.81
N=.88
M6 2.94
l
/'raj '1-*) "/Z %
3
4
Logs of Perc Tests _]
Ground surface
Horizon: I
Depth: o - j3
SoilTexture:
Soil Color: (�a,-W-
bloutinz: Yes _ No x Clay films. Yes _ Nov
Soil Stucture:
Roots: Yes vL No _ . Carbonates: Yes _ No Y
Horizon:
Depth:
Soil Texture:
Soil Color.
Mottbrig: Yes — No _ Claw films: Yes _ No _
Soil Stucture:
Roots: Yes _ No — Carbonates: Yes _ No _
Horizon:
Depth:
Soil Texture:
Sol Color.
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes — No _ Carbonates: Yes _ No _
Location of Project _,"Bo%o gm 9 Oro.-,o
County, Ale,.. roe,:.
Perc Number S
Location of the Perc Test
S-e- dw its, rr,..- _
Testing done by Pasr: << s %-h e4
Date 2 %+ Z Mk.. 4s
Classification System: AASHO _
USDA-SCS
Unified
Other
Auger used: Hand ✓ Type: Bucket ✓
Povt,-er Flight
Other
Diameter of hole, I inches.
Method for roughing surface: :atic k..:�-
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 !
/7,— s/ trHllS
Length of soaking: Af hours
Maximium water depth in the hole during test.
f 3 Ii
Horizon:
Depth: This test was completed by
Sail Texture: �« N� �r r ��, s on z s 3
Soil Color. 19
h s
Mottling: Yes No _ Clay films: Yes _ _ .;o _ starting at 13 ; s i and all
Soil Stucture: information is correct and acurate.
Roots: Yes _ No _ Caftues: Yes _ No _
�-OL (S03
End of Perc at i i feet. �� ' J
Standing water table:
Pres, .,t at feet of depth,
hours after boring.
Not present in boring hole A .
Mottled Soil:
Observed at feet of depth.
Not observed in boring hole _X .
Observations and comments:
Soil Type: 1 .
tile& 2tation:
Elevation:
Slope: ?. ,? %
Site Drainage: a-c_r
L
sw o.,uwW.... ti.r.r.. �►...
W SmW T...1...1
W.7...
Muse. �r W
WS..
5".r.
It't.
"W..
�. i�.�
f.�rw.�t•
�tr!
615
14r10
Gr.
saw
M few
11/
tit
A
r
q0
a:io
art�.r.
ia°Do
us
PERC TEST SHEET
TIKIE
INTERVAL (MINUTES)
wATF.R DF.vrH
WATER DROP
PERC RATF
START
------------
----- ° ---
------------
---- ` q5 --
-- H.4S _ G,cG A
r bR67 pritu-
TIME
INTERVAL (MINUTES)
WATER DEPTH
WATER DROP
PERC RATE
REFILL
------------
-
---- 3
30 -- 3.9 B
UKUI--- FETK�-
TI NM
INTERVAL (MINUTES)
WATER Dri'TH
WATER DROP
PERC RATE
REFILL
------------
---- 3a ----
------------
--- 3.�5
.. 3.7-1 _ C
11 M BR-0-1- ER
TIME
INTERVAL (MINUTES)
WATER DEPTH
WATER DROP
PLRCRATE
REFILL
------------
----30-----
-------
3.7 ---
0 - 3.8 - '749 D
I 1� ItOP PL-R—C-
TIME
INTERVAL (MINUTES)
WATER MIMI
WATER DROP
1'F.RC RATE
REFILL
------------
------------
------------
- E
TIME- BROP I-T tc-
TtME
INTERVAL (MINUTES)
WATER Dr- PT1I
WATL•k DROP
PERC kATE:
REFILL
110 fil
TIME
INTERVAL (MINUTES)
WATT:R DEPTIt
WATER DROP
PERC RAT:.
REFILL
------------
firM—K— Mop a cite -
TIME
INTERVAL(MINL ES)
WAIT:R DEPTII
WATER DROP
PERC RATE
REFILL
------------
------------
---------- --
--
79� bTt� e>
Ten Percent Calculation
, a/ ,
east N o mallest N of AIIC
t Mlest M OFA C st 0" C' -
R h w A/wMr a "w Men so flew" " oftew NM fw w,w .wr.w,
R a1s w Ar,wMr ..p,., r
Ar,"Mq to go at.
C,D,E
L;argest *of mallest N o E
mallsst M of CDE a 0.10
a so to wr"w a ow. van we tw1 " w,w,w w.n tw &$wow nssry
R M w Ar,"4e s .sw$ .r sw1M. err M,ar" A,",w.w.,". R1� wrN
M,MA tp M,e! r.0
L,F,G
lest w oSmallest o of
mallest M of FG s< 0.10 -
R t". w A/"Y• . way' ~ M t."e" Awr.e ~ tw a1s1w .triwr,
R tti we 4=�ArM1�Y• wetl.1w" A/"w w.�, aMM
Ar".e" AtM
B,C,D
Q.G17 __ �•� � I
Largest M of BCD Smallest 0 of
749 A o.10 = . 79
mallest M of BCD
R h no sumw • wv, hn w. wnw% ",AM, w.n a &wow r.ss„y.
R h w AAIM• t1sw, a s"wr• ws" t.wr" w,M"M..wryo. 00 wr«
D,E,F
arSest r of Smallest N of DEV
Smallest «of DEF a 0.10 w
■ h w A/"t.• . w,►• an„ tlr M,1sw "o-Ow Mn w"ewpw NWy
R.b air w.r•y, ..�,., a ene,�• •w �.�" .rn"W .r.r�. h MM
b•s r h r•c .w
F,G,H
L-argess w o tl - Smallest o of F Ii
seta lest N o GH a 0.10 -
R h w A/"W . fto", ww h won- Ar"r• ~ 1rs e+lssw
e h w Ar"W a G- M• wsn Mr" ,MO/ My�• h err
CONVERS IOAS
1116 --.v
III = .13
3116Z.19
114.25
5116 2.31
3'8 = .38
7116 =.44
S18 = .63
14 -- .75
116 :.81
7R -- .88
15'16 - R
L
rvJ •_,, /d-
A
[—Logs of Perc Tests
Ground surface
2
3
4
f
5.5
Horizon: 1
Depth: _o -13
Soil Texture: Lao.,Q
Soil Color: d < «
Mottling: Yes _ No —tXlay films: Yes _ Nobs
Sol] SIUCtUre: Loa
Roots: Yes Z No _ Carbonates: yes _ No a
Co f�-, y ►J
Horizon:
DepV�:
Soil Texture:
Soil Color.
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No — Carbonates: Yes — No _
Horizon:
Depth:
Soil Texture:
Soil Color.
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roots: Yes _ No _ Carbonates: Yes _ No _
Horizon:
Depth:
Soil Texture:
Sotl Color.
Mottling: Yes _ No _ Clay films: Yes ^ No _
Soil Stucture:
Roots: Yes _ No _ Crbonxes: Yes _ No _
End of Perc at / - I feet. 1 J 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 continents:
Soil Type:
Vegetation:
Elevation: l0 y, 3
Slope: z, -7 %
Site Drainage: cwo�
Location of Project leggl A." 9 Qra�e
County Ale,.'.
Perc Number
Location of the Pere Test
5-Me-
Testing done by �a��: �� 3 l.l►��ts
Date zu
Classification System: AASHO-
USDA-SCS
Unified
Other
Auger used: Hand_Type: Bucket ✓
Power Flight
Other
Diameter of hole, inches.
Method for roughing surface: :uot
Depth of gravel in bottom of the
hole, 2 inches
Depth of intail water
filling. 12, inches
Method used to maintain at least 12inches for
at least
4 hours
Length of soaking: 41 hours
Maximium water depth in the hole during tes!
8
This test was completed by
O 0 %9 lAr 1 r r ' L'^ s on —.Ls
19 95
starting at affeTm and all
information is correct and acurate.
(:Q*, ISo
SMchwuc rWeMWA"y&""no
a. S"W Twr.w
1f ll 1" r
S"M
cam
1�WrfnRr&0
ff soft=
r.'r
Sfp
utAao
so
on
w
"00 «�
P4o
�
--
-
rAl
START
T1ME IN'1ERVAL(MINUT
REF
PERC TEST SHEET
t k'ATF.k DEPTH WATER DROP I NF.RC RATF
-----
3.4e _ ��e s S.r.z A
------------ , sap
TIME
ILL - - - --- --- - --
----3Q-----------------
INTERVAL(MINUTES) WATER T) "14
kATER DROP
TIME
PCRCRATE
REFILL
--- 3o----------------- -
--- Z •9 C 77M6
-
TIME
INTERVAL (MINUTES) WATER DE"14
k'ATLR DROP
ROI P RC
REFILL _
------------------------
Z �s--� 55g D
----- s
TIME
INTERVAL (MINUTES) k'ATER DrMi
WA17:R DROI
Imo! SROY r C-
urue-...,r
REFILL
------------ ------------ ------------ fIML - L`Ic01' 'I'Citc- E
TIME INTERVAL(MINGTES) kA1LR DEPTII WATER DROP PCRCRATI
REFILL
------------ ------------ F
TIME INTERVAL (MINUTES)l WATER DEPTH I WATFR nann ._.,....
REFILL
TIME INTERVAL(MINUTES) WAIT•.k Mimi
REFILL
Ten Percent Calculation
..,..,�.
lest «o mallcst «of ADc
rnallsst « Of A C a 0.30 s
N M NA w.1111t1w ' V— we 6-9-pum w1 hw NW N..wwwrwr.,
M IM w II.Pw*I NaW M Wftow ~ tm m ly.h wNp�. h tWM
N..NM•� /M h som Ar
C.o,E
Largest 11 o Smallest N of C L
malmst «of CIE- a 0.30 . -
1 N~iN i r.tl s+
N1/wtN tN h //t .NM. •.MN�N• MIN N.NN.
E.,F.G
L&rScsg N of$vn&IWs—&#—#*7VU
mutest « of a 0.10 s
N Nr " IV rr pow= N • =1 NW. M twlNw. w.nt�Nr Nw. w NIwN..NNN..,
N NIN8%0 Nye N. NwrY• Nl�w NNIM� wMw/Nr N.b�N, h NNw
.b/I.Nw� h Nit wlr
G
- DROP `,Ef—r=-
-- nw5r RFMM- H
B,C,D
10-S
3- 9cst « of BCD -- Smallest N of BCD
O.IOs
mallert « o nCD
It �.u�
tM MAINW - IYpr w Nw.. 1N1.N was1w
N M. M wy11N.• r NOUNS r •Iw.l.�• N1N � wwr...�. W .r -___
D,E,F
E;79-cst N of @FSmallest N o -F
Smallcst N of DEF a 0.10 s
N NN w �/.M a wM• NINw h t�M.Niw wrwy. N.Nw tMN NI.NN..r .NNN..,
■ Nr MN wINwN�• • «.r� � Nw.w• NINw tr�rw wlpww s..•.s. h N.M
F,G,H
L-arRcst «of Mfg Nmalkst N of FGii
mallcst N of FGH a 0.10 s
N ti y MwY• : 161• NMn gome"'m win*• ~ 1NI.N a.NNyr
■ NN no ONO.-OwM". r N-INN.• N1Y. @now. ft -*•
w.. -b" tN. We N.'..N..
CONVERSIONS
118 = .13
• wo
114--25
S1i6 - .31
H= F
1116 =.44
QZ-
TIA _�0.
%:.63
PC
11116 = ,D.
V_.T
1Y10 = .81
741. R
1a16=.9;
c
FLogs of Perc Tests
yS - /Z 7
Location of Project 10o4e row St Ore.-70
Ground surface
U
i
3
4
S
5.5
Horizon: i
Dep',dr a t."
Sol! Texture: Leo,..•
Soil Color. L., -ev, �� J
Matting: Yes _ No 2 ay films: Yes ^ No X
Soil Stucture:
Roots: Yes No _ Carbonates: le: _ No x
to few s 1
Horizon: z
Dept: `.. ry .
Soil Texture• el- L.
County _ /Ve,, rD._
Perc Number _ 7
Location of the Perc Test
Testing done by : Lis ;N�s
Date 4 IRS
Classification System: AASHO
USDA-SCS
Unified
Other
Auger used: Hand Type: Bucket ✓
Power Flight
Other
Soil Color:&4 d- �eA,) Diameter of hole, Zr inches.
Mottling: ties _ No le Gaff• films: Ycs `
No x
Method for roughing surface: Jt t. k•
Soil Stucture:k
Depth of gravel in bottom of the
Roots: Yes L Not _ Carbonates: Ye, _
No x
hole, 2 inches
c""s"
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
Mottling: Yes y No, Clay films: des _
Soil Stucture:
No _
/h�„�� r /��//s
�
Length of soaking: � hours
Roots- Yes No Carbonada: Yes
No
Maximium water depth in the hole during test,
P >F
_ _ _
_
911
Horizon:
Depth:
This test was completed >�
Soil Texture:
laA"A C k S H , - ss
Soil Color.,
Mottling: Yes -._ No _ Clay films: Yes _
No—
19-f5
starting at \ y ,. o w and all
Soil Stuctur;-:
information is correct and acurate.
Roots: Yes _ No _ Carbonva: Yes _
No
Z�. lSo3
End of Perc at 1.2 feet. I WJ chwe"I I" Afto
ow S"NW w...l
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 _ C
Observations and comments:
Soil Type: L�.-�.
_. Vegetation: 9,4,-t G Nssrs
Elevation: / 0 5 , 9
Slope: %
Site Drainage: ✓,. T got, 4
W M
2"M
O.iw
K,�wa p bob
"107
�
it
�
u r f
C. law
ia1
ass
1 X1
4r1!
i�wrW
Im
aa"
16.30
I�w
lIl
010
PElTC TEST SHEET
TJ?61E
INTERVAL (MINUTES)
WATER DRGN
PF.RC RATF
14,44
START
;s.4
---- -' to -----
oz
-------
-----
1,3c -
------
!0 i.3o s 7.LSA
ME bROP fgwC -
TIME
INTERVALL (MINUTES)
WATER DROP
Pr- RC RATE
1q:ss
REFILL
-
--
------------
1ME� KQ)' PEIiC
TIME
INTERVAL (MINUTES)
WATER DROP
PCRC RATE
I S;IO
REFILL
Z•�Z
WME DROP P'lTRTr- C
TIME
INTERVAL (MINUTES)
WAiFSR•ifim
WATER DROP
PERCRATE
l5:2►
REFILL
-- �
-----��----
------------
-------- ---
l,i z . F(.93 D
71ME �11 ff- C-
TIME
INTERVAL (MINUTES)
WATER MIMI
WATER DROP
PFRC RATE
REFILL
------------
------------
------------
E
'C7ML- I�t01• 'YE
TIME
INTERVAL(MINUTES)
W`ATCRD%iR'll
WATER DROP
PERCRATF
REFILL
------------
------------
------------
-- IF't'f �.�[ b 5p 'Pthz�-
TIME
INTERVAL(MINUTES)
WATT:R DCPTII
WATER DROP
PERCRATE
REFILL
------------
------------
G
------------
--
P'i�'
TIME
INTERVAL (MINUTES)
WAlT:R DT:PTII
WATER DROP
PERC RA
REFILL
------------
------------
------------�
'_ H
9 — p
Ten Percent Calculation
Smallest w of C
t..ar, st w of As x 0.10 M
M w w OLMO r a Now ~we seem" �w 9604 ink* swam N. swarry
M tM w fw s.aw r "ww ~ trlww eMww ss.q.. w Nrw
FA WA&M ow w tw. lab
C,D,E
aest M of MW Smallest w of CD -
at w of CD x 0.10
Mw r4mw 0low ~ w sewn arww ww w rrw+#.ssq
1M �w a �s� r .. M W. ww M�ww "MMOM swap. ww MM
IMMw. tr M s+'e rs1.
E,F,G
lest w osmallest w e
x 0.10 r
mallsse w of FC
• M1s w wrwsw . rMr svw w t.�.w. wrww ww sy. ewes" .seem,
MM1sw /MMr..�.f r aw1•.w ssww w�ww w«sp. w siw.
srssr� � lets Krt rsu
CONVERSIONS
1116 = .06
I'll - .13
a'16 = .19
IN = 25
5116 = ..31
18 = .3?
7116 -.4;
1n=.S
9,110 = .JQ
.63
11116 = B.
V_.
ia�10 = s1
71= .88
1516Z.fh"
o7nf.
J�t � U•
B,C,D
R-93 8.27
LAwtest N of 33CD gmajkm w or b7M
c�
_ Q. 24 x 0.20 r o
Smallest w of DCD
K w wo �r lw a av- wr w whim " wwal. ~ M" snww
K w /t. srw�w• ..i.w r twNY• wn MRN• nrwatr .��.. h wrM
D,E,F
Largest w of JDCF Smallest w of
Smallest w of DEF x 0.10 M
K w w nwftw s MV wry w t.w..w wtrww
M w 1M ti•.N• a .��� r s.ww• ww•. [r�1�w ....ww sw..,., w NM
wu.wM.s r• ti r•[
F,G,H
r-argest w of ti Smallest 0-0-frun
mallest IF of F H x 0.10 m
M w as wow s r'M• w.n w 1o�vw wrw�lr saw w srww ..r.y
M w 1w 4/w o . Mr.• .w�M.• wry sww. w�ww errs,.• M ww
w�ww. r w owe don
c/S - /Z 7
: Logs of Perc Tests
Ground surface
. rJ
I Ps•
11
i
3
4
S
5.51
Horizon:
Depth:
Soil Texture:
Soil Color.
Mottling: Yes _ No _ Clay films: Yes _ No _
Soil Stucture:
Roo(s: Yes _ No _ Cubonates: Yes _ No _
Horizon:
Depth:
Soil Texture:
Soil Color.
Mottling: Yes _ No _ Chy films: Yes ^ No _
Soil Stucture:
Roots: Yes _ No _ C ft=es: Yes _ No
End of Perc at 1 - Z feet. I
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 ,�_.
Observations and comments:
Soil Type: _SAno, )'o Sa'J7
_. Vegetation:
Elevation: 1 o V.
Slope: _S, %
Site Drainage:
Location of Project 1 0 Mg S11 Ore,.o
County
Perc Number _ 8
Horizon: 1 Location of the Perc Test
Depth: o - i i _ s•� d,
Testing done
Soil Texture: p� . o�.� �►;D.�>> > Date 4-5 inLA,*`c-r 'qg
Sail Color: a Classification System: AASHO
Mottling: Yes _ No _-&Cla; films: Yes _ No k
Soil Stucture: 'wow USDA-SCS _�
Roots: Yes l No_Cafta:s: Yes _ No _y Unified
(" F.� s •.. f, Other
Horizon: r;. Auger used: Hand ✓ Type: Bucket ✓
Depth: cI..., Power Flight
Soil Texture: Other
Soil Color. Diameter of hole, G inches.
Mottling: Yes _ No _ CI3y films: Yes — No _ Method for roughing surface: ck
Soil Stucture: Depth of gravel in bottom of the
Roars: Yes _ No _ Ca kra,:s: Yes _ No _ hole, Z inches
Depth of intail water
filling, / Z inches
Method used to maintain at Ieast 12inches for
at least 4 hours
Length of soaking: _ y hours
Maximium water depth in the hole during test,
8 I,
This test was completed by
on ote OL�obtr ,
19 9s
starting at k 4 '. oZ aand all
inf ation is correct and acurate.
br frr+r Tw.1.MM
(�w�
hi..Of..Otl•
urf
C.
SW
aw
in
fal
in
s:a
16020
1�
IM
147
to
"row
..�—
`� 1 �
mob.►
am::l
--
—
pp*p TEST SHEET
TIME
INTERVAL (MINUTEST
WATER DROP
PERC RATE
lyW
START
------/•20 --
L
----------
---------
--- -- -
------1,v9 _
----
Z .. i.o9 /.93 A
TIME BROP P-ERC
TIME
INTERVAL (MINLtT SI
1-Dl"t4FF
WATER DROP
PERC RATE
REF1t.L
------Lz2 --
-- q
Z
-----o_-/S--
l i
_ g
IA1E
TIME
INTERVAL (MINUTES)
AwAT1"R17rTTH
WATER DROP
PERC RATE
REFILL
C
LIME PMC
TIME
INTERVAL (MINUTES)
WATER DEPTH
%'ATE•R DROP
PE•RCRATE
REFILL
_--_______-_
------------
------------
------------
- D
nmE DitoP r FRC-
TIME
INTERVAL (MINUTES,
WATER or-irm
WATER DROP
PERC RATE
REFILL
-_-__--____
------------
------------
------------
E
sl'L'RC-
.rJMC 1COP
TIAlE
INTERVAL (MINUTES)
WATER DFPTI I
WATER DROP
1'CRC RATE.
REFILL
------------
--
-_
-Mir_
�,� M braF
TIME
INTERVAL (MINUTES)
WATER DEPTH
WATER DROP
PERC RATE
REFILL
_---_-_--___
G
------------
------------
-----------
TIME
INTERVAL (MINUTES)
W'A r-.R DEPTI I
WATER DROP
PCRC RATE
REFILL
------------
------------
------------
------------
Ten Percent Calculation
..,..,.
Largest00
0 of AM%C - trtalles / � OF ABC = -
mallest,* O A C x 0.10 = • /8
p w. w oeess• r tr,s, ~ to s-rre rrwew wsw Oka~%W
a ww -satyr ws w wssw s,esra waw Mere w,rssr s.s.s,s, sr wrw
s�wwsrs tr we pm rats
C,D,E
Largest N of CDE Smallest 0 of
mallest 0 of rC.DE it 0.1 O =
• w. s>. Ames - u,,s• twr. tws snrw, w,www ws. tw swssas"
M w M.hA.w r ON-0, M ewrY• wsw M,r,e wwew r. wry.. tps ww
s+,wwws tr we ss+e =r
E,F,G
Largests; of EFG Smallest N o G
mallest 0 of EFG st 0.10 -
Ns w ..www r w"', /w sv ,+ tr6• q.ew wrs+w sw . w ,sr.,,
e M tas Aw•w r ssf,sr r 0-000• war• M,r,. wwstw ewys, wr owe*
00047 r+ we Me .sr
B,C,D
s
Largest 0 of 13C1: - smallCit « of C
Smallext 0 of DCD a 0.1 O =
• w tee wr.w r to ww M wr,. wwe�r wM %me greaw
�w r �M+y
• w I" ,.sswr v swrss, wr, Mssw wweM. wwye. M rw"
D,E,F
Largest a of DCF -- Smallest N of M
Smallest M of DEF a 0.10 -
■ w pw.w r w", w•. ww ""On wtweM. wrr "be �r NW,
M w w ww+M• r M.r• r e,.w, wr• trrrr. wwww wrap. Ns wM
w.www W ti r•e ..r
F,G,H
Largest 1/ of Mall -- mallest w of FGI
Smallest * of FGH a 0.10-
M tssV,M• -'M• ww /• h swam- ft Mae ~ orwr Nrw,
s rw tt� ,tr„w - 4me.,4 I a-ww, vw Mow. wr.w wwsp. w wrss
ww.ws r M /+ - --
CONVERSION'S
11,16=E
118 :.13
a'16:.19
114 = 26
6116 = .31
as:.38
7116:.44
1f7=.6
A=.63
11116:.69
14 - .la
1311E :.81
7A -- 1
1516:.91,
• L Logs of Perc Tests
Ground surface
v
1
i
3
4
C
S
5.5
IC
Horizon:
Depth: e
Soil Texture: 5,. _ "—I P , A
Soil Color.
Mottling: Yes_ No r Clay films: Yes _ No Y
Soil Stucture:
Roots: Yes r- No — Carbonates: Ye: — No X,
Horizon: Z
DepCh: i z '-
Soil Texture:
Location of Project is
�f or,,
County
Perc Number e)
Location of the Perc Test
Testing done by
Date 4-S
Classification System: AASHO—
USDA-SCS
UT;:fied
Other
Auger used: Hand r Type: —Bucket -
Power Flight
Other
Soil Color: Z — ,
Diameter of hole, rr inches.
Mottling: Yes _ No -143y films: Yes
_ No x
Method for roughing surface:
Soil Stucture:
Depth of gravel in bottom of the
Roots: YesZi r'o,Carboru,s:Yes_No1(
hole, 2 inches
Horizon 've.c' sm. �1
Depth of intail Water
Depth: r< rx•[♦�r"`
h:
fining, /% inches
Seri ure: S��Ix C!''
Method used to maintain at Ieast 12inches for
Soil Color:
at least 4 hours
Mottling: Yes _ No _ Clay films: Yes
No
"""Ar eA/IS
Soil Stucture:
_ _
Length of soaking: 41 hours
Roots: Yes _ No _ Carbor, n: Yes
_ No _
Maximium water depth in the hole during test
b'
Horizon:
Depth:
This test was completed by
Soil Texture:
' `4%.'es on at. 0,A.iovo- ,
Sotl Color: 19 9�
Mottling: Yes _ No _ Clay films: Yes _ No_ Starting at \ 14: 0 � afl4ffn and all
Soil Stucture: information is correct and acurate.
Roots: Yes _ No _ Cubor>atcs: Yes _ No
End of Perc at 1-7- feet. (," , j �� 1S
sw Q...Ne.UtIs.N L..Y.. Ann
water table• �SMSW;
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: S', y fi .4 , ,
Vegetation:
Elevation: /0 5-
Slope: 5. -7 %
Site Drainage: - 4
....� 6"
34Team
o
rc',�p
si,6: '
s
b"
iso
MrU
UL.
RAP
as
s • i •
PVRC TEST SHEET
TIME
INTERVAL(MINUTESI
WATER DROP
PFRCRATF
A!b-
START
�o t.o7 q'.qo A
l�V DROP FR -
TIME
INTERVAL (MINUTES)
:
WATER DROP
PERC RATE
lAa2
REFILL
----�20_--
TIME BW FET FC'
Tl
1N' RVAL tMINUTES)
v0vrr.R77rr'r'II
WATER DROP
PERC RATE
LS; IZ
REFILL
---- ?I 3$ -_-
-----
-- --------OAS-
iIM€- x I' PEA"
TIN¢
INTERVAL (MINUTES)
WATER nErrrH
WATER DROP
PERC RATE
REFILL
------------
------------
-----------
----------
• - D
lN4 xoP •1>:c_
TIME
INTERVAL(MMUT S)
WATER ourrft
WADER DROV
1'FRC RATE
REFILL
------------
------------
------------
------------
� E
�I'L-xc'
-n+1e f�t01'
TIME
INTERVAL (MINUTES)
WATER DI:P'TII
WATER DROP
1'CRC R %Tr--.
REFILL
-__-_-__-___
------------
------------
------------
F
--BkdTsJFMR
I.ML
TIME
INTERVAL(MINUTES)
WATER DEMI1
WATER DROP
PERC RATE
REFILL
---____-____
G
------------
------------
------------
IMI=
IN VA (MINUTES)
WATER Dr-PTII
WATf:R DROP
PERCRATE
REFILL
------------
------------
------------
------------
TTprr- --byff -pmm�- H
Ten Percent Calculation
/0.20 .90 . �0
Largest M or ^BC Vilest M of ^BC
ttt lest 0 o w C '� 0.10• 99 ;�
a a.a •a womw a = ~ goaw sw- V%~ wa- lore arrow raaan,
s sr tas ar-sr •sans or saloar low "Mm Ostrow awa,a. roe wwa
arwlara M We trR Ar.
C,O,E
Largest « of Smallest N o
Smallest N of MEE R O.lo .
a sv to ar-aw • • sv- M soft- ar-w wa- taaa rww Osaaw,
a it w aralar a w� r a•lw• w- tr�lo-1 wr-w swga. Oslo nnwa .
ratasaw ar so /a't atlo.
K.F,G
rgest 0 oSmallest w of KFG
Smallest N of FFU tt 0.10 M
a rot lowArrow a r,7a• ala- to aa-a.- ar-w aw Ube low-..yt.-,
a M tta FA~rr� M V%Ma• slat *Vow% flower wry". im rows
.waww ar wa rrt Oslo
B,C,D
kjoi
CONVERSIONS
11Z.06
118=.13
116 = .19
1/4 = ?5
W = .31
H=.38
V16 =.44
i2=.5
9,16=.x
51=.63
11,h6 = .69
13�16 = .81
118 = .88
616:.94
LALrgcst M of MCD Smalk&t • of DCD��—
Smallest w of CD a 0.10
r w w rrw.w is rrpr aw Vw sass- nwwAw wa- trr aftww rea wl
r "lop •Vnw a 66w1 a• a-wr• wan waa•w wonew a.Wap. rlo wwa
D,E,F
Best M o- F Smallest & of -DEF
mallcct to or DEF R 0.10 �
a rr w a.rww s lraa• rla- wa am"@-• -lose 0' �!!. s*rw'�"'a
r w laa.-w.w• s 04.0 v Wm- ala- +lo' .ie,w [ r jl+' Oslo awa
» ��—
F,G,H
rgcat M of MW Smalicso w of FGH
mallcst M o GH a 0.10 M
r wa ws FM~ a r,.• Val she a*"* - nw-w aw vow wepw
ravel,
a aM 1N oa-ar aarw r awry ~ wets "w"ar Mass. we wI
wrwwa r wa a" oew