97. fl"Dl
R~~1IT
OWNERhVe,fr. ( ~J'~
t.t,___.--
ADDRES ~
NOai.:
T[. d~
ft~/ t. . ,\
t :
d
LEGAL
j; JJ .;.) iON ..................... -
LC : . .
U! f
1~ S1>
t'
2-Vh_
hh:_~\...._..
W
I.~...................
R........~
r ~
CLOSED
I' '()
41 ok
/~-I'.7 7
ItJJ
1~ 1/~/'
17
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ill .
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t.-. ~,~
i_,~._ ..\"
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I"
COUNTY OF GRAND
SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
S97- 001
AGREEMENT:
In
consideration
with
all
such
of
laws
the
issuance
of
and
this
in
penn it, the undersigned hereby agrees to comply
the location and construction of the
proposed system
further agrees that if the above said ordinances are
regulations
permit is granted, and
not fully complied with in the location, and
pennit may then be revoked by notice from
for
which
TIlERE
this
IT
SHALL
BECOME
Permit is
hereby
Bruce
O wn e r
AND
County
of
the
above
Sanitation
described
Official
and
the
system
THEN
AND
VOID.
THIS PERMIT IS NOT TRANSFERABLE
1/ 8/ 97
Date
NULL
construction
the
issued to ( construct) (
HXRKKX
KkgJl:){
Yeik
MeHle
1001
Address
Installer
Wal>
rte
Bruce
Wa'ter
Cr.
Dispesa1 Eystem
Rd.,
Eagle
CO
81631
Address
1250 CR 111
Address of proposed system ( legal description)
50'
Distance of treatment tank from well
Distance of absorbtion system from well
from property line
100'
from property hne
1 ()'
7, t9-97
APPROVED ~~
This permit will be signtld
inspection is approved.
10'
Grand
if final
County
Sanitation Officer
ALL ITEMS LISTED BELOW MUST BE INSPECTED AND APPROVED BEFORE COVERING:
Cast iron sewage pipe under foundation: 5'
Size of effiuent pipe: .
a.
m;
n ('
In] 91i11i1
outside of
dOliling
Size of effluent
Depth
applicable):
disposal
of Class .. A .. rock:
of sub- soil:
Water table
Type
SF
n/ a
Percolation rate average:
Type
min
n/ a
650
area:
from each end of tank
arapo)
1000ga1
Size of treatment tank ( two- compartment).
Size of holding tank ( if
or
foundation & 5'
red/ grey
28 min/ inch
silty clay
with lOck fragments to 6- 8"
below 8'
depth:
of system:
soil
absorption with
42
infiltrators
NOTE: Hard copy of permit must be posted at site
or
STOP WORK ORDER will be issued.
APPLICATION FOR INDIVIllJAL SEWAGE DISREAL SYSTEM PERMIT
6 '
NAME OF CMNER
U
r-
l\
lS
ImE' OF 0iNER (
Y~
L €-
DESCRIPlI' ON
0<" \
PIjl1IW\EID' RESlmICE) ~
qle.. ~
IB:;
AL
6
mooE: 9 10 '"
S 2.'
I ) <.
C{)k,_)
D
YLJ See "Z.B/ TWP) 50.... 1'\1.. I
e <&L I.
U ~ ~
i(",
1.i. t\
~ 170d
/
,'(.\ VI
\. C C>
c, V'
C C:>
l'
1~}
SEW1\GE SYSTEM INSTAllER' S NAME \, t,)
Y
INSTAllER' S AImESS ~)(
5D
LEo
9
1~
INSTAllER' S LICENSE NUMBER ( IF APPLICABlE)~
Lll1
j)
Cj t' l c...
SIZE OF I.!
1I' /.J
u).
e.'
IYPE
A'
0
IYPE OF WATER SUPPLY !
DISHWASHER
CLOOEl'S ('
V
GARBAGE DISrosAL
NO
YES
}
CD <?"..} /t; ~
110
w ~
d )==-'
r-~
AI ELL
J
t2_
lOIIEl'S)
YES
,.. &,
It,L)
~6<
Y
NUMBER OF H:;
BEm::
X:
~
NUMBER
OF
OF WATER
ElDm '3
tl :
OF CWSTRUCTION - z.. ~
T 01'"' Woo
DEPlH OF WELL ( IF APPLICABLE)
ID.
RJ
t- '-' ~" (' ~
NF- '-\ Sf
OF morosED SITE
ZONJN:;
B
- 0.q S I
Q,
I
IDFl'S
NO.
NUMBER OF SINKS '
OF WOO AND/ OR SlDlERS (
AUfCMATIC CIOlHES WASHER
NO
BASE11ENf PIJJMBING
3
i
t/'
YES
V
YES
ID
ID
Awlication for an individual sewage disposal system permit is hereby
subnltted together with all required plans, specificatia~, _
t
results, SUR'lementary infonnation, and
o. '
Ihe
processirxJ fees.
Wividual sewage system will be constructed and Instal
aocordence with regulations pertaining to Wividual
sewage disposal
systems with
Grand
Number 1978- 6- 1
or
Grand County Board of Health Resolution
the most recent amended version.)
County. (
I ( the owner)
certify that the infonnation contained in this
aw1ication fonn is true to the best of my knowledge. I acknadedge
reciept of a infonnation sheet ani additional SUR'lementary materials
with this aw1ication fonn ani certify U,at I have read and
urrlerst:arrl
all infonnation contained within such materials. I do
by agree to
carply with all regulations pertaining to Wividual sewage disposal
systems as set forth in Grand County Board of Health Resolution Number
or ~
t: '___. ~~
all = lorOOo l~
tr~
APPOOVED _-----=--===: _
ro.
I
JN'
3~
CMNER \
WING
lid
Il7\
TE
U-~ S---<=
t<
p
Dt\TE '
L 1J I::.
- Cj b
1\
RlMENT '-
I
I
DECLARATION OF. COVENANTS
KNOW ALL MEN
BY ' I'IESE
WHEREAS,
GRAND
THE
SANITATION has
the
County
of
Grand
In
1
Township
according
COUNTY
approved the
and
describe entire parcel
HE~ SE~
Section 28
f)
PRESENTS,
to
South,
the
the State of
to be served
Independent
as
the
land
as
a
owners( s)
of
covenants
following
with said
1.
BUILDING &
land, situated
COlorado, to- wit:
as
as
in
by septic tank)
West
of
the
Re-
survey
1937
of
6th
P.
M.,
said
defined by the Colorado Water
amended,
for the treatment of
basis.
in consideration of the
approval
of the above
for a septic tank, the
undersigned,
said land doeS/ do
hereby declare that the
shall be and constitute
covenants
location
running
land:
When
8,
temporary
a
NOW THEREFORE,
described
82
Range
as located for a
septic tank,
Pollution Control Act of 1966,
on
DEPARTMENT OF
following described
Township approved January
domestic sewage
THAT:
the
Grand County
Department of Building and
Sanitation determines that a
or
community
municipal disposal
system is available and can
provide a service to the above
described land, the
septic tank located upon said land will be
abandoned and wastes from the
described lands will be carried to
the
available community or
municipal disposal system and the
of the above described
land shall bear the entire
owner
constructing
carry such
and
wastes
to
the
disposal system.
2.
If
cost
installing
any
sewage
system,
available community
or
of
necessary to
municipal
at
any time hereafter, the septic tank shall
affect the
quality of the waters of this County, the
owner of the above
described land shall use such other
sewage
disposal system as will maintain the
quality of the waters of
this County within the
limits set by the
applicable water quality
standards adopted, from time to
time, by the Colorado Water
Pollution
adversely
Control
Commission.
3.
This Declaration of Covenants
shall be binding
upon the
undersi~ ned and the heirs,
personal representative, successors
and ass1gns of the
undersigned.
IN
WITNESS WHEREOF,
the undersigned owner( s)
this, D~~
ation of Covenants as of this
IDq~~~
h~
to.. \
ave
day
of
ik
OWNER( S)-STATE OF COLORADO )
ss
COUNTY OF GRAND )
The f~~
this ~
going DeclPration
day
of
of .t!::
1AjlA&
t
witness my hand and official
My commission expires:
I~
ct \ qB
Approved this ___day
approval
Covenants
of
subject
is
not
recorded
BUILDING &
te
a'" \\\\ \\\\
t(-~~
SANITATION
Print Key Output
5738SS1
V2R3MO
Display
Device . . . .
931217
T =
BRUCE
YEIK
FLOW
LEGAL
1250
CR
111
11/ 25/ 96
CALCULATIONS
GAL/ PERSON/ DAY
3 BEDROOMS X 2
MAXIMUM FLOW =
Q=
Q=
1. 50
X
A = (
75
PEOPLE =
6
150% AVERAGE FLOW
X
6=
675. 000
675. 000
ABSORPTION
Q*
CALCULATION
SQR( T)) /
A =
5
714. 353
NUMBER OF WASHERS 1
NUMBER OF GARBAGE DISPOSALS ABSORPTION AREA =
1.400
TANKING
Q*(
1
09: 37: 18
MARV
28. 000
SEWAGE
75
11/ 25/ 96
DSP05
User . . . . . . . . .
NAME
Page
S1048361
0
X
714. 353 =
1000. 094
I ~
L:)-=c:,
50 ~
J, ,l!;
SIZE
30/ 24)
MINIMUM TANK SIZE
843. 750
tA..J/~ ~? ~
Ur1
t1:Tr-J~-~
T/
4 ~ ~+-
c1- 1O'c;S
.
IL ,';
XX)G PrL
~
4~
16,,~ =-
OPITZ
114 North Third Street.
e ENGINEERS
P. O. Box 969
Kremmling, Colorado
80459
Phone( 970) 724-3381
Fax( 970) 724- 3449
Tl-frs
uS L
f~~ T,0 ~(~~
s..~ JIIl~:
JIl/I'
Jl'?'
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
FOR
BRUCE YEIK
NE 1/4, SE 1/4, SECTION 28, Tl S, R82W
Grand
County, Colorado
JOB # 008
OCTOBER 29, 1996
REVISED NOVEMBER 5, 1996
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
FOR
BRUCE YEIK
JOB # 008
CONTENTS
SHEETS 1- 2
GENERAL DESCRIPTION AND SUMMARY
SHEET 3
SEWAGE SYSTEM DESIGN
SHEET 4
PERCOLATION TEST REPORT
SHEET 5
SOILS PROFILE
SHEET 6
SYSTEM LAYOUT AND LOCATION MAP
SHEET 7
SYSTEM PROFILE AND DETAILS
OPITZ
114 North Third Street. P. O. Box 969
e ENGINEERS
Kremmling, Colorado
80459
Phone( 970) 724- 3381
Fax( 970) 724- 3449
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
Revised November 5, 1996
JOB # 008
OWNER:
PRESENT ADDRESS:
Bruce Yeik
P. O. Box 188
Eagle,
PROPERTY DESCRIPTION:
CO 81631
NE 1/4, SE 1/
4, Section 28, TIS, R82W 6th P. M.
Grand County, Colorado
GENERAL DESCRIPTION AND RECOMMENDATIONS
GENERAL SITE DESCRIPTION
The
three bedroom house with a washer to be serviced
by a well. The proposed
house will be located on a south- facing slope. The
field
will be located to the
absorption
owner
plans
a
southwest and
west of the
slightly downhill of the house site. Two large drainage ways are located to the
absorption field area. There are no signs of bedrock or groundwater at the site.
PERCOLATION TEST COMMENTS
A
percolation test was performed
slow rate of 36. 8minJin, and
an
October 8, 1996. The test revealed a fast rate of20.7minJin,
average rate of27.3minJin. A rate of30minJin was used for design.
on
a
TEST PIT COMMENTS
The soils
profile hole revealed grey sandy silt with rock fragments to 6- 8" size to a depth of 6. 0ft,
by red/grey silty clay with rock fragments to 6- 8" size to a depth of 805ft. There were
signs of bedrock or groundwater in the test pit.
followed
no
Sheet 1
Bruce Yeik
NE 1/4, SE 1/4, Section 28,
Grand County, Colorado
Revised November 5, 1996
Township
1 South,
Range
82 West
SYSTEM RECOMMENDATIONS
A standard soil
absorption sewage disposal system can be used for this site. Infiltrators are used
a reduction of35% from standard
design,
design. Minimum pipe slopes must be
observed to ensure a properly functioning
flow
gravity
system. These minimum slopes are 2%
from the house to the septic tank and 1 % from the
septic tank to the absorption field. All pipes
must
for the
with
have
a
minimum
The field shall be
septic
cover
placed
a
of 2ft.
minimum of 25ft from the
tank shall be located far
drainage ways
enough from the rock wall to
of the wall to the bottoms of the field and tank.
to the west. The field and
ensure a
1 1/2: 1
Reviewed
Michael
jv
Opitz,
slope
from the toe
by,
1''';' (:-,"'
Ujl4~~
5:' ~:(;
101 ":(
l~
elJJ
t::;
17/;'
a· .::
00...
f....
j;! I~ :,(.,
E.I. T.
j~
t:l~
l'~'~
N.. ::::
t:
e: ::::
G,~.". .~ ;~
E d war d H. O.pltz, P
. .E~~...(~~',
o<> .....'
n .. . (";~..
CO# 17558 ~~
o~~'~~."..~\\"'~#
lJ
II A \. ,;~ ':\\~.~
111f.;.
lIl/' li:
l1m\\\~'~
Sheet 2
A
Ig
ft
So'
SEWAGE SYSTEM DESIGN
Owner
Design
Bruce Yeik
Flow
Job No
Household Data
Bedrooms
1
Garb
Disp
0
Capita
75
Per
Date
3 Ea
Washer
Other
Design
8
0
gcd
Flow(Q)
675
gpd
Absorption Field Design
Percolation Rate(t)
Basic Area
Adjustments
28 min/ in
Q sqrt U5
Washer
Garb
Adjusted Area
714 sq ft
0.40
Disp
0. 00
Other
0. 00
Infiltrator -
0.35
Appliances
1000
Other
1000
Infiltrator
650
Final Area
650 sq ft
per infiltrator unit = 15.6 sq ft)
Infiltrators Required
42
units
Use 18' x 42' = 42 units = 655 sq ft)
Effective
Septic
Tank
area
Design
Design Flow
Cap
675
30 Hr
Minimum Size
Sht 3
844
gpd
gal
1000
gal
11/ 5/ 96
PERCOLATION TEST REPORT
OWNER
Bruce Yeik
Location
NE 1/ 4 SE 1/ 4 Section 28 T1S R82W
Job No
Test Date
Test Date
Pre-8oak
Hole No 1
Depth
Soli
Tlme(mln)
From
3.4'
1. 13
21
1. 88
31
2.44
40
2. 94
51
3. 44
61
3. 97
91
5. 38
By
MSO
To
1 0/ 8/96
11"
Water
3. 3'
Time
Rate( mlnlln)
0. 75
14.7
0.56
17. 8
0. 50
18. 0
0. 50
22. 0
0. 53
18. 8
1.41
21. 3
10"
12. 06
31
12. 56
41
13. 00
51
13. 50
61
13. 91
92
15. 00
Average
Depth
Soil
3. 5'
Diameter
Grey rocky silty clay,
Time
8. 38
22
8. 88
32
9. 25
42
9. 63
52
9. 94
62
10. 19
92
10. 97
Rate(mlnlln)
0. 63
17. 6
0. 50
18. 0
0. 44
22. 9
0. 50
20.0
0. 41
24. 6
1. 09
28. 3
Rete( 1)
24.3 mlnlln
8"
Water
Change( ln)
2)
Averege
Average
of last 3
Depth/Start
13"
Rate( mlnlln)
0. 50
22. 0
0. 38
26.7
0. 38
26. 7
0. 31
32. 0
0.25
40. 0
0. 78
38.4
Average Rate( 1)
1)
12"
rocks to 68" size
Readlng( ln)
11
20. 7 mlnlln
Water Depth/Start
Change( ln)
22
Hole No 3
Rate( 1)
rocks to 6- 8" size
Reading ( In)
11. 44
10"
Change( ln)
Diameter
11
Depth/Start
rocks to 68" size
Average
Grey rocky silty clay,
10/ 29/ 96
10/8/ 96
Readlng( ln)
Depth
Date
Filing
10nt96
Diameter
Grey rocky silty clay,
10
Hole No 2
008
Lot
36.8 mlnlln
readings
of last 30 minutes
Test Average
Sht4
Use For
Design
27. 3 mlnlln
28 mlnlln
SOILS
JOB NO.
BY
DEPTH (
o-
tt)
008
MSO
PROFILE
OWNER
DATE
SOIL CLASS
YEIK
10/ 8/ 96
COLOR
DESCRIPTION
0
2
3
SM/ GM
GREY
SANDY SILT WITH
ROCK FRAGMENTS TO 6- 8" SIZE
GC/ CL
RED/ GREY
SILlY CLAY WITH
ROCK FRAGMENTS TO 6- 8" SIZE
4
5
6-
6. 0
7
8
7. 5
END ROOT ZONE
8.5
Sht 5
CD()~
e
114 North Third Street.
OPITZ
P. O. Box 969
Kremmling, Colorado
80459
Phone( 970) 724-3381
Fax( 970) 724-3449
ENGINEERS
JI-"
d.:
t,.
11. .~.
IND~
UAL SEWAGE ~">
c
bI. ~
n" EM DESIG"
FOR
BRUCE YEIK
NE 1/4, SE 1/4, SECTION 28, Tl S, R82W
Grand
County, Colorado
JOB # 008
OCTOBER 29, 1996
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
FOR
BRUCE YEIK
JOB # 008
CONTENTS
SHEETS 1- 2
GENERAL DESCRIPTION AND SUMMARY
SHEET 3
SEWAGE SYSTEM DESIGN
SHEET 4
PERCOLATION TEST REPORT
SHEET 5
SOILS PROFILE
SHEET 6
SYSTEM LAYOUT AND LOCATION MAP
SHEET 7
SYSTEM PROFILE AND DETAILS
OPITZ
114 North Third Street. P. O. Box 969
e ENGINEERS
Kremmling. Colorado 80459
Phone( 970) 724-3381
Fax( 970) 724- 3449
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
October 29, 1996
JOB # 008
OWNER:
Bruce Yeik
PRESENT ADDRESS:
P. O. Box 188
Eagle,
PROPERTY DESCRIPTION:
CO 81631
NE 1/4, SE 1/
4, Section 28, TIS, R82W 6th P. M.
Grand
County, Colorado
GENERAL DESCRIPTION AND RECOMMENDATIONS
GENERAL SITE DESCRIPTION
The
owner
plans
a
two bedroom house with
house will be located
south- facing
a
slope.
washer to be serviced
by
a
well. The
proposed
The
absorption field will be located to the
southwest and slightly downhill of the house site. Two
large drainage ways are located to the
west of the absorption field area. There are no
signs of bedrock or groundwater at the site.
on a
PERCOLATION TEST COMMENTS
A
percolation test was performed
in,
slow rate of 36. 8min/
and
an
October 8, 1996. The test revealed a fast rate of20.7min/in,
in.
27.3min/
A rate of 30min/in was used for design.
average rate of
on
a
TEST PIT COMMENTS
The soils
profile hole revealed grey sandy silt with rock fragments to 6- 8" size to a depth of 6. 01\
followed by red/grey silty clay with rock fragments to 6- 8" size to a
depth of 8. 5ft. There were
no signs of bedrock or
groundwater in the test pit.
Sheet 1
October 29, 1996
Bruce Yeik
NE 114, SE 114, Section 28,
Grand
Township
1 South,
82 West
Range
Colorado
County,
SYSTEM RECOMMENDATIONS
A standard soil
for the
design,
absorption
with
a
sewage
disposal system
can
reduction of 35% from standard
be used for this site. Infiltrators
design.
Minimum
pipe slopes
used
are
must be
observed to ensure a properly functioning gravity flow system. These minimum slopes are 2%
from the house to the septic tank and 1 % from the septic tank to the absorption field. All pipes
must have a minimum cover of 2ft.
The field shall be
septic
placed
a
minimum of 25ft from the
tank shall be located far
enough
drainage
from the rock wall to
ways to the west. The field and
1 112: 1 slope from the toe
ensure a
of the wall to the bottoms of the field and tank. At the Owner' s request, an optional extension of
1 row of units has been shown on the plans; the minimum field size shall be 18' x 30' but can be
enlarged to
18'
x
36' if the Owner desires.
Reviewed
Prepared by,
Jt~;
!:~
n. r}~~~:~.
o
y,{~.~~~
kIlfMichael
by, , ,'~":',':~"-",,>
O.4;~~~:;.
4 :;..\..,......:::
Q ~: ~
LlJ
17558 :.
s..
o:
ct:~
j-.,\ ::;::.:;;:
Ed war d. H O.pItz, P
l}~:~~,..
. %....
t
CO# 17558 ..;.,.<.{(\;,,,.......:.~(~,}~~"
Opitz, E.!. T.
1,-. . ('", "~\:."
I,,:\
r.
4J
Sheet 2
j/ rltJ f\\, {... ".~'
0; ~
G'ft f\ ,:\\,..
ifIi, j J 11 nH \; \\,\'1.
_
SEWAGE SYSTEM DESIGN
Owner
Bruce Yeik
Design
Flow
Job No
Household Data
Bedrooms
8
2 Ea
Washer
1
Garb
Disp
0
Capita
75
Other
Per
0
gcd
Design Flow(Q)
Absorption
Field
Date
450
gpd
Design
Percolation Rate( t)
Basic Area
Adjustments
30 min/ in
Q sqrt U5
Washer
Garb
Adjusted
Area
493 sq ft
0.40
0. 00
Disp
Other
0. 00
Infiltrator -
0. 35
Appliances
690
Other
690
Infiltrator
449
Final Area
449
sq ft
per infiltrator unit = 15. 6 sq ft)
Infiltrators Required
29
units
Effective
Use 18'
Septic
Tank
area
x
30' MIN = 30 units = 468 sq ft)
Design
Design Flow
30 Hr Cap
450
Minimum Size
Sht3
563
gpd
gal
1000
gal
10/29/96
PERCOLATION TEST REPORT
OWNER
Bruce Yeik
Location
NE 1/ 4 SE 1/ 4 Section 28 T1S R82W
Job No
Test Data
Test Date
Pre-Soak
Hole No 1
Depth
Soli
Tlme(mln)
From
3. 4'
By
MSO
10nt96
To
1 0/ 8/96
Diameter
21
1. 88
31
2. 44
40
2. 94
51
3. 44
61
3. 97
91
5. 38
11"
Water
3. 3'
Diameter
Grey rocky silty clay.
Time
11. 44
22
12.06
31
12. 56
41
13. 00
51
13. 50
61
13. 91
92
15. 00
Rate( mlnlln)
0. 75
14.7
0. 56
17. 8
0. 50
18. 0
0. 50
22. 0
0. 53
18. 8
1. 41
21. 3
Rate( 1)
20. 7 mlnlln
10"
Water
Change( ln)
Average
Hole No 3
Depth
Soil
3. 5'
Diameter
Grey rocky silty clay,
Time
22
8. 88
32
9. 25
Rate( mlnlln)
0. 63
17. 6
0. 50
18. 0
0. 44
22. 9
0. 50
20.0
0.41
24.6
1. 09
28. 3
Rate( 1)
24.3 mlnlln
8"
Water
42
9. 63
52
9. 94
Change( ln)
2)
13"
Rate( mlnlln)
t: ~
0. 50
22. 0
0.38
26. 7
S'..:\\~~!
V,~
I}.
r;~.' ;"r:!:::'>>;-,.>
n Id:(;
I:
i'/""
tP). ~
f
H"......
O ..~:;
0. 38
26.7
0. 31
32.0
0. 25
40.0
0. 78
38.4
o:.
l"..::
c .
f."~
O........~
Ie:
l\-;
A-
LI.I ~.. -
17558 ·
H.1......~":
s:
L'W~c..;
fflJe: ~..~~,~,$~
10. 19
lOti A l t"
I1/
10. 97
Average Rate( 1)
of last 3
Depth/ Start
o..,~~ ~;;... ..~ ~
92
Average
Average
12"
8. 38
62
1)
Depth/Stert
rocks to 68" size
Readlng( ln)
11
10"
rocks to 68" size
Reading ( In)
11
Depth/Stert
Change( ln)
Average
Depth
10/ 29/ 96
to 68" size
Readlng( ln)
1. 13
Date
Filing
1 0/8/ 96
Grey rocky silty clay. rocks
10
Hole No 2
008
Lot
36. 8 mln/ ln
readings
of last 30 minutes
Test
Sht4
Average
Design
Use For
27. 3 mlnlln
30
mlnlln
~\\\
1l11l11ll111\\ I\\\\~
SOILS
JOB NO.
BY
DEPTH (
o-
ft)
008
MSO
PROFILE
OWNER
DATE
SOIL CLASS
YEIK
10/ 8/ 96
COLOR
DESCRIPTION
0
2
3
SM/ GM
GREY
SANDY SILT WITH
ROCK FRAGMENTS TO 6_ 8M SIZE
GC/ CL
RED/ GREY
SILTY CLAY WITH
ROCK FRAGMENTS TO 6_ 8M SIZE
4-
5
6-
6. 0
7
8
7. 5
END ROOT ZONE
8. 5
Sht 5
2000'
1" =
HOUSE
20'
0
I
7CC ' Z I
t
i~
to~
4'
M1
O ~~
J; <~<"
I
I
J/I
L
C
PARKING/ DRIVE
1:>
ROCK
7EC
zg
G
c:
5E:C-
2:7
2.4
WALLO
A(l- OOO~-_.."
I-.'~
IIy '~#.
0// (<5\~_: LI.!
TOWIy) ,
/~
4'
3
70<.--
MIN
J
1
2
MIN CLEARANCE TO POTABLE WATER SUPPLY LINE:
25'
ABSORPTION FIELD
10'
SEPTIC TANK
5!'
OC ' 33
I
EXlsnNG SHED
@
@
1
I
101
LOCATION
d~-
1EST PIT
I
I -I ~~
I
I
I
I
00
o.
x
MAP
2000'
1" =
NE 1/ 4 SE 1/ 4, SEC 28. T1S. R82W
5~
d....
I <
f&
I~p
I~<
if
I~\$:
95 I I
'<
Ifl:;:.,tJ,~
l~
lO.-
b
SYSTEM
1. =
FIELD LOCATION -
18'
1001
42' ABSORPTION FIELD
LAYOUT
20'
LOCATE FIELD OVER HOLES 1, 2, AND 3 PS SHOWN
WHILE MAINTAINING CLEARANCES PS SHOWN.
I, EDWARD H. OPITZ, DO HEREBY CERTIFY THAT
THE SYSTEM SHOWN ON THE PLANS HPS BEEN
DESIGNED BY ME OR UNDER MY SUPERVISION,
AND THAT THE SYSTEM IS IN COMP.!.!Ni~mfij;'rr".
IN~',
WITH ALL RULES AND REGULATI~ S"'~(
f{
TO SUCH SYS1EMS
tr"\'
VEtttlt{#~
J'-:,,
CURRENTLY","~
'
O H.
COLO,
GRAND COU~
ENGINEERS
BOPITZ
KRE!oCMUNG
BOX 969
rm.ff~~~~
;
6';:'~
ffT:gtill/~ ~.~~
E. :;:{
g
iJ - ~:<::'
EDWARD H. OPITZ, P.
CO #
17558
5"<
1:
17558 :
I
I{ tZZ--. ;;,~~ :
DATE::
E
O:::~
1'1.
6
Col..i~
SYSTEM
co.
BRUCE YEIK
SEWAGE SYSTEM
LAYOUT AND LOCATION
MAP
6.-;::
0 ~~
O _. .
0 ("~ ~
V ~
U;r~
11 A\. " ,\\~~
I,I" O.......~\\
111/11i1ll1ll1\1\\\\\\
st:ALE
DATE
AS SHOWN
10/ 29/ 96
JOB ND,
DRAWN
REVISED11/
SHEET
008
MSO
6
DF
5/ 96
7
FlNISH GRADE
NOTES:
EXISTING GRADE
2'
105
MIN
COVER
2'
MIN
1 ) ALL PIPE TO BE 4" PVC, UNLESS NOTED.
COVER
w
UJ
J
o
I
2) SEPTIC TANK TO BE 1000 GAL., 2- COMPARTMENT, OF PRECAST CONCRETE
OR POLYETHYLENE CONSTRUCTION.
IF POLYETHYLENE, BED IN FIRM SAND
OR BASE COURSE, PLACE SELECT FILL ALL AROUND, AND PREVENT
MOVEMENT WHILE BACKFILLING.
PROVIDE ACCESS TO EACH COMPARTMENT
SET OUTLET 4" LOWER THAN INLET.
WITH 20" MIN DIA OPENINGS.
3
1
2'
5;;;;:'
2%
MiN- -2% SHOWN)
MIN COVER
3) INSTALL 5LF MIN CAST IRON
S"'I:
t
fIN
13;: /,
SHOWN)
100
I.
1000 GAL SEPTIC TANK
PIPE INTO AND OUT OF TANK
AND FROM BUILDING.
7 UNITS
INFILTRATOR UNITS
LONG @ 6' EACH =
4) BED PREPARATION-- MACHINE EXCAVATE TO ROUGH GRADE.
DO NOT
USE RUBBER- TIRED EQUIPMENT ON ABSORPTION BED SURFACE.
PROVIDE
RAKE AND SMOOTH TO A FIRM. DEAD LEVEL SURFACE.
FlRM, UNIFORM BEARING FOR FLANGES OF INFILTRATOR UNITS.
1
42'
5) INSTALL INFILTRATOR
CONTRACTOR
I
I
I
I
I
0
20
40
60
BO
SYSTEM
1 "=
UNITS PER MANUFACTURER' S CURRENT INSTRUCTIONS.
RESPONSIBLE TO PROVIDE INSTRUCTIONS.
6) HAND BACKFILL WITH SELECT FlLL ALONGSIDE AND BETWEEN UNITS
PREVENT MOVEMENT
BY " CHINKING" WITH SHOVEL AND TAMPING.
PLACE 6" MIN SELECT FlLL ABOVE UNITS.
WHILE BACKFILLING.
7) PLACE 1 FT MIN FlLL OVER UNITS BEFORE ALLOWING EQUIPMENT
USE ONLY TRACKED EQUIPMENT.
OVER FIELD.
PLACE FILL BY TRAVELING FROM END OF ROW, NOT ACROSS ROW.
B) SELECT FILL SHALL BE Am SOUND, NON- ORGANIC SOIL,
CONTAINING NO ROCK PARTICLES LARGER THAN 2" SIZE.
PROFILE
1"= 5' VERTICAL
1 0' HORIZONTAL
9) " INFlLTRATOR"
DESIGN PREPARED IN ACCORDANCE WITH
MANUFACTURER' S RECOMMENDATIONS AND GRAND COUNlY
APPROVED FIELD SIZE REDUCTIONS.
NO MORE THAN 2'
SET BOTTOM OF FIELD AROUND 99. 5 +/-,
EXISTING EXCAVATED LEVEL.
GROUND ELEVATION AT NORTHWEST CORNER
BASIS OF ELEVATION ELEV. 102. 0 +/OF EXISTING SHED =
FlELD ELEVATION -
BELOW
EXISTING GRADE
GENERAL FILL
SLOPE TO DRAIN
6"
SELECT FILL ( MIN)
l' - 6.
MIN TOTAL COVER
j-~] -
r:i"'
INFlLTRATOR UNITS
ROWS @ 3' WIDE EACH =
1YPICAL SECTION
3x3x3 TEE ( lYP)
1"=
Z
J
o
6:
14'
5'
HORIZONTAL AND VERTICAL
PVC
FROM SEPTIC TANI<
SET INLETS OF OllTLET PIPES
OEAD lLVEL Willi ONE ANOTHER
AND
1. MIN BELOW INlET PIPE.
SHIM AND GROUT
MANUFACTURER' S STANDARO SIZE
l')
4~4
Ui~ xC~
O~~
DUCERS
3- PVC OUT
4" PVC FROM SEPTIC
OllTLET PIPE
WT1H ' SPEEO lEVELER' OR
OIAL- A- FlllW': ADJUST TO
EACH OUTLET
MANIFOLD
LAYOUT
1) SET ALL TEES DEAD LEVEL.
2) BED IN ARM SAND, GRAVEL, OR DRAIN ROCK AND
PREVENT MOVEMENT WHILE BACKFIWNG.
3) REFER TO INFILTRATOR MANUFACTURER' S INSTRUCTIONS
FOR INSTAWNG 3" PVC IN END PLATE
OF INFlLTRATOR UNIT.
4) D1STRIBlmON BOX MAY BE USED INSTEAD OF 4x4x4x4 CROSS
TO DISTRIBUTE FLOW ( SEE DETAIL).
BOX 9B9 KREMMUNG
EQUAUZE OUTfLOWS.
NO SCALE
NOTES: (
f:
NGINEERS
BOPITZ
-
TYP)
FIT EACH J'
CO.
BRUCE YEIK
DISTRIRlJTION
J/ 8' ~
NCl1tS:
ROX
DFTAII
SEWAGE SYSTEM
1'- Q
OISTRIBUTION BOX SHAll. BE OF PRECAST CONCRElE OR
PROFilE. SECTION.
POLYElI1Y1.LNE
SET BOX DEAD lLVEL ON COMPACTED GRAVEL BASE.
ANCHDR BOX TO PREVENT MOVEIolENT DURING 8ACKFILL PLACEMENT.
PROVIDE REMOVABLE UD. AND ACCESS WAY FROM SURFACE TO UD.
ADJUST ' SPEEO lEVELERS' AFTER BACKf1WNG.
PROVIDE 2' MIN COVER OVER BOX.
DErAilS
CONSTRUCTION.
SCALE
DATE
AS SHOWN
10/ 29/ 96
JOB Nl1
008
DRAIIN
MSO
REVISED
SHEET
7
11/ 5/ 96
OF
7
97. fl"Dl
R~~1IT
OWNERhVe,fr. ( ~J'~
t.t,___.--
ADDRES ~
NOai.:
T[. d~
ft~/ t. . ,\
t :
d
LEGAL
j; JJ .;.) iON ..................... -
LC : . .
U! f
1~ S1>
t'
2-Vh_
hh:_~\...._..
W
I.~...................
R........~
r ~
CLOSED
I' '()
41 ok
/~-I'.7 7
ItJJ
1~ 1/~/'
17
cP
ill .
j'
t.-. ~,~
i_,~._ ..\"
I .::.........~..,
I"
COUNTY OF GRAND
SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
S97- 001
AGREEMENT:
In
consideration
with
all
such
of
laws
the
issuance
of
and
this
in
penn it, the undersigned hereby agrees to comply
the location and construction of the
proposed system
further agrees that if the above said ordinances are
regulations
permit is granted, and
not fully complied with in the location, and
pennit may then be revoked by notice from
for
which
TIlERE
this
IT
SHALL
BECOME
Permit is
hereby
Bruce
O wn e r
AND
County
of
the
above
Sanitation
described
Official
and
the
system
THEN
AND
VOID.
THIS PERMIT IS NOT TRANSFERABLE
1/ 8/ 97
Date
NULL
construction
the
issued to ( construct) (
HXRKKX
KkgJl:){
Yeik
MeHle
1001
Address
Installer
Wal>
rte
Bruce
Wa'ter
Cr.
Dispesa1 Eystem
Rd.,
Eagle
CO
81631
Address
1250 CR 111
Address of proposed system ( legal description)
50'
Distance of treatment tank from well
Distance of absorbtion system from well
from property line
100'
from property hne
1 ()'
7, t9-97
APPROVED ~~
This permit will be signtld
inspection is approved.
10'
Grand
if final
County
Sanitation Officer
ALL ITEMS LISTED BELOW MUST BE INSPECTED AND APPROVED BEFORE COVERING:
Cast iron sewage pipe under foundation: 5'
Size of effiuent pipe: .
a.
m;
n ('
In] 91i11i1
outside of
dOliling
Size of effluent
Depth
applicable):
disposal
of Class .. A .. rock:
of sub- soil:
Water table
Type
SF
n/ a
Percolation rate average:
Type
min
n/ a
650
area:
from each end of tank
arapo)
1000ga1
Size of treatment tank ( two- compartment).
Size of holding tank ( if
or
foundation & 5'
red/ grey
28 min/ inch
silty clay
with lOck fragments to 6- 8"
below 8'
depth:
of system:
soil
absorption with
42
infiltrators
NOTE: Hard copy of permit must be posted at site
or
STOP WORK ORDER will be issued.
APPLICATION FOR INDIVIllJAL SEWAGE DISREAL SYSTEM PERMIT
6 '
NAME OF CMNER
U
r-
l\
lS
ImE' OF 0iNER (
Y~
L €-
DESCRIPlI' ON
0<" \
PIjl1IW\EID' RESlmICE) ~
qle.. ~
IB:;
AL
6
mooE: 9 10 '"
S 2.'
I ) <.
C{)k,_)
D
YLJ See "Z.B/ TWP) 50.... 1'\1.. I
e <&L I.
U ~ ~
i(",
1.i. t\
~ 170d
/
,'(.\ VI
\. C C>
c, V'
C C:>
l'
1~}
SEW1\GE SYSTEM INSTAllER' S NAME \, t,)
Y
INSTAllER' S AImESS ~)(
5D
LEo
9
1~
INSTAllER' S LICENSE NUMBER ( IF APPLICABlE)~
Lll1
j)
Cj t' l c...
SIZE OF I.!
1I' /.J
u).
e.'
IYPE
A'
0
IYPE OF WATER SUPPLY !
DISHWASHER
CLOOEl'S ('
V
GARBAGE DISrosAL
NO
YES
}
CD <?"..} /t; ~
110
w ~
d )==-'
r-~
AI ELL
J
t2_
lOIIEl'S)
YES
,.. &,
It,L)
~6<
Y
NUMBER OF H:;
BEm::
X:
~
NUMBER
OF
OF WATER
ElDm '3
tl :
OF CWSTRUCTION - z.. ~
T 01'"' Woo
DEPlH OF WELL ( IF APPLICABLE)
ID.
RJ
t- '-' ~" (' ~
NF- '-\ Sf
OF morosED SITE
ZONJN:;
B
- 0.q S I
Q,
I
IDFl'S
NO.
NUMBER OF SINKS '
OF WOO AND/ OR SlDlERS (
AUfCMATIC CIOlHES WASHER
NO
BASE11ENf PIJJMBING
3
i
t/'
YES
V
YES
ID
ID
Awlication for an individual sewage disposal system permit is hereby
subnltted together with all required plans, specificatia~, _
t
results, SUR'lementary infonnation, and
o. '
Ihe
processirxJ fees.
Wividual sewage system will be constructed and Instal
aocordence with regulations pertaining to Wividual
sewage disposal
systems with
Grand
Number 1978- 6- 1
or
Grand County Board of Health Resolution
the most recent amended version.)
County. (
I ( the owner)
certify that the infonnation contained in this
aw1ication fonn is true to the best of my knowledge. I acknadedge
reciept of a infonnation sheet ani additional SUR'lementary materials
with this aw1ication fonn ani certify U,at I have read and
urrlerst:arrl
all infonnation contained within such materials. I do
by agree to
carply with all regulations pertaining to Wividual sewage disposal
systems as set forth in Grand County Board of Health Resolution Number
or ~
t: '___. ~~
all = lorOOo l~
tr~
APPOOVED _-----=--===: _
ro.
I
JN'
3~
CMNER \
WING
lid
Il7\
TE
U-~ S---<=
t<
p
Dt\TE '
L 1J I::.
- Cj b
1\
RlMENT '-
I
I
DECLARATION OF. COVENANTS
KNOW ALL MEN
BY ' I'IESE
WHEREAS,
GRAND
THE
SANITATION has
the
County
of
Grand
In
1
Township
according
COUNTY
approved the
and
describe entire parcel
HE~ SE~
Section 28
f)
PRESENTS,
to
South,
the
the State of
to be served
Independent
as
the
land
as
a
owners( s)
of
covenants
following
with said
1.
BUILDING &
land, situated
COlorado, to- wit:
as
as
in
by septic tank)
West
of
the
Re-
survey
1937
of
6th
P.
M.,
said
defined by the Colorado Water
amended,
for the treatment of
basis.
in consideration of the
approval
of the above
for a septic tank, the
undersigned,
said land doeS/ do
hereby declare that the
shall be and constitute
covenants
location
running
land:
When
8,
temporary
a
NOW THEREFORE,
described
82
Range
as located for a
septic tank,
Pollution Control Act of 1966,
on
DEPARTMENT OF
following described
Township approved January
domestic sewage
THAT:
the
Grand County
Department of Building and
Sanitation determines that a
or
community
municipal disposal
system is available and can
provide a service to the above
described land, the
septic tank located upon said land will be
abandoned and wastes from the
described lands will be carried to
the
available community or
municipal disposal system and the
of the above described
land shall bear the entire
owner
constructing
carry such
and
wastes
to
the
disposal system.
2.
If
cost
installing
any
sewage
system,
available community
or
of
necessary to
municipal
at
any time hereafter, the septic tank shall
affect the
quality of the waters of this County, the
owner of the above
described land shall use such other
sewage
disposal system as will maintain the
quality of the waters of
this County within the
limits set by the
applicable water quality
standards adopted, from time to
time, by the Colorado Water
Pollution
adversely
Control
Commission.
3.
This Declaration of Covenants
shall be binding
upon the
undersi~ ned and the heirs,
personal representative, successors
and ass1gns of the
undersigned.
IN
WITNESS WHEREOF,
the undersigned owner( s)
this, D~~
ation of Covenants as of this
IDq~~~
h~
to.. \
ave
day
of
ik
OWNER( S)-STATE OF COLORADO )
ss
COUNTY OF GRAND )
The f~~
this ~
going DeclPration
day
of
of .t!::
1AjlA&
t
witness my hand and official
My commission expires:
I~
ct \ qB
Approved this ___day
approval
Covenants
of
subject
is
not
recorded
BUILDING &
te
a'" \\\\ \\\\
t(-~~
SANITATION
Print Key Output
5738SS1
V2R3MO
Display
Device . . . .
931217
T =
BRUCE
YEIK
FLOW
LEGAL
1250
CR
111
11/ 25/ 96
CALCULATIONS
GAL/ PERSON/ DAY
3 BEDROOMS X 2
MAXIMUM FLOW =
Q=
Q=
1. 50
X
A = (
75
PEOPLE =
6
150% AVERAGE FLOW
X
6=
675. 000
675. 000
ABSORPTION
Q*
CALCULATION
SQR( T)) /
A =
5
714. 353
NUMBER OF WASHERS 1
NUMBER OF GARBAGE DISPOSALS ABSORPTION AREA =
1.400
TANKING
Q*(
1
09: 37: 18
MARV
28. 000
SEWAGE
75
11/ 25/ 96
DSP05
User . . . . . . . . .
NAME
Page
S1048361
0
X
714. 353 =
1000. 094
I ~
L:)-=c:,
50 ~
J, ,l!;
SIZE
30/ 24)
MINIMUM TANK SIZE
843. 750
tA..J/~ ~? ~
Ur1
t1:Tr-J~-~
T/
4 ~ ~+-
c1- 1O'c;S
.
IL ,';
XX)G PrL
~
4~
16,,~ =-
OPITZ
114 North Third Street.
e ENGINEERS
P. O. Box 969
Kremmling, Colorado
80459
Phone( 970) 724-3381
Fax( 970) 724- 3449
Tl-frs
uS L
f~~ T,0 ~(~~
s..~ JIIl~:
JIl/I'
Jl'?'
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
FOR
BRUCE YEIK
NE 1/4, SE 1/4, SECTION 28, Tl S, R82W
Grand
County, Colorado
JOB # 008
OCTOBER 29, 1996
REVISED NOVEMBER 5, 1996
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
FOR
BRUCE YEIK
JOB # 008
CONTENTS
SHEETS 1- 2
GENERAL DESCRIPTION AND SUMMARY
SHEET 3
SEWAGE SYSTEM DESIGN
SHEET 4
PERCOLATION TEST REPORT
SHEET 5
SOILS PROFILE
SHEET 6
SYSTEM LAYOUT AND LOCATION MAP
SHEET 7
SYSTEM PROFILE AND DETAILS
OPITZ
114 North Third Street. P. O. Box 969
e ENGINEERS
Kremmling, Colorado
80459
Phone( 970) 724- 3381
Fax( 970) 724- 3449
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
Revised November 5, 1996
JOB # 008
OWNER:
PRESENT ADDRESS:
Bruce Yeik
P. O. Box 188
Eagle,
PROPERTY DESCRIPTION:
CO 81631
NE 1/4, SE 1/
4, Section 28, TIS, R82W 6th P. M.
Grand County, Colorado
GENERAL DESCRIPTION AND RECOMMENDATIONS
GENERAL SITE DESCRIPTION
The
three bedroom house with a washer to be serviced
by a well. The proposed
house will be located on a south- facing slope. The
field
will be located to the
absorption
owner
plans
a
southwest and
west of the
slightly downhill of the house site. Two large drainage ways are located to the
absorption field area. There are no signs of bedrock or groundwater at the site.
PERCOLATION TEST COMMENTS
A
percolation test was performed
slow rate of 36. 8minJin, and
an
October 8, 1996. The test revealed a fast rate of20.7minJin,
average rate of27.3minJin. A rate of30minJin was used for design.
on
a
TEST PIT COMMENTS
The soils
profile hole revealed grey sandy silt with rock fragments to 6- 8" size to a depth of 6. 0ft,
by red/grey silty clay with rock fragments to 6- 8" size to a depth of 805ft. There were
signs of bedrock or groundwater in the test pit.
followed
no
Sheet 1
Bruce Yeik
NE 1/4, SE 1/4, Section 28,
Grand County, Colorado
Revised November 5, 1996
Township
1 South,
Range
82 West
SYSTEM RECOMMENDATIONS
A standard soil
absorption sewage disposal system can be used for this site. Infiltrators are used
a reduction of35% from standard
design,
design. Minimum pipe slopes must be
observed to ensure a properly functioning
flow
gravity
system. These minimum slopes are 2%
from the house to the septic tank and 1 % from the
septic tank to the absorption field. All pipes
must
for the
with
have
a
minimum
The field shall be
septic
cover
placed
a
of 2ft.
minimum of 25ft from the
tank shall be located far
drainage ways
enough from the rock wall to
of the wall to the bottoms of the field and tank.
to the west. The field and
ensure a
1 1/2: 1
Reviewed
Michael
jv
Opitz,
slope
from the toe
by,
1''';' (:-,"'
Ujl4~~
5:' ~:(;
101 ":(
l~
elJJ
t::;
17/;'
a· .::
00...
f....
j;! I~ :,(.,
E.I. T.
j~
t:l~
l'~'~
N.. ::::
t:
e: ::::
G,~.". .~ ;~
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Sheet 2
A
Ig
ft
So'
SEWAGE SYSTEM DESIGN
Owner
Design
Bruce Yeik
Flow
Job No
Household Data
Bedrooms
1
Garb
Disp
0
Capita
75
Per
Date
3 Ea
Washer
Other
Design
8
0
gcd
Flow(Q)
675
gpd
Absorption Field Design
Percolation Rate(t)
Basic Area
Adjustments
28 min/ in
Q sqrt U5
Washer
Garb
Adjusted Area
714 sq ft
0.40
Disp
0. 00
Other
0. 00
Infiltrator -
0.35
Appliances
1000
Other
1000
Infiltrator
650
Final Area
650 sq ft
per infiltrator unit = 15.6 sq ft)
Infiltrators Required
42
units
Use 18' x 42' = 42 units = 655 sq ft)
Effective
Septic
Tank
area
Design
Design Flow
Cap
675
30 Hr
Minimum Size
Sht 3
844
gpd
gal
1000
gal
11/ 5/ 96
PERCOLATION TEST REPORT
OWNER
Bruce Yeik
Location
NE 1/ 4 SE 1/ 4 Section 28 T1S R82W
Job No
Test Date
Test Date
Pre-8oak
Hole No 1
Depth
Soli
Tlme(mln)
From
3.4'
1. 13
21
1. 88
31
2.44
40
2. 94
51
3. 44
61
3. 97
91
5. 38
By
MSO
To
1 0/ 8/96
11"
Water
3. 3'
Time
Rate( mlnlln)
0. 75
14.7
0.56
17. 8
0. 50
18. 0
0. 50
22. 0
0. 53
18. 8
1.41
21. 3
10"
12. 06
31
12. 56
41
13. 00
51
13. 50
61
13. 91
92
15. 00
Average
Depth
Soil
3. 5'
Diameter
Grey rocky silty clay,
Time
8. 38
22
8. 88
32
9. 25
42
9. 63
52
9. 94
62
10. 19
92
10. 97
Rate(mlnlln)
0. 63
17. 6
0. 50
18. 0
0. 44
22. 9
0. 50
20.0
0. 41
24. 6
1. 09
28. 3
Rete( 1)
24.3 mlnlln
8"
Water
Change( ln)
2)
Averege
Average
of last 3
Depth/Start
13"
Rate( mlnlln)
0. 50
22. 0
0. 38
26.7
0. 38
26. 7
0. 31
32. 0
0.25
40. 0
0. 78
38.4
Average Rate( 1)
1)
12"
rocks to 68" size
Readlng( ln)
11
20. 7 mlnlln
Water Depth/Start
Change( ln)
22
Hole No 3
Rate( 1)
rocks to 6- 8" size
Reading ( In)
11. 44
10"
Change( ln)
Diameter
11
Depth/Start
rocks to 68" size
Average
Grey rocky silty clay,
10/ 29/ 96
10/8/ 96
Readlng( ln)
Depth
Date
Filing
10nt96
Diameter
Grey rocky silty clay,
10
Hole No 2
008
Lot
36.8 mlnlln
readings
of last 30 minutes
Test Average
Sht4
Use For
Design
27. 3 mlnlln
28 mlnlln
SOILS
JOB NO.
BY
DEPTH (
o-
tt)
008
MSO
PROFILE
OWNER
DATE
SOIL CLASS
YEIK
10/ 8/ 96
COLOR
DESCRIPTION
0
2
3
SM/ GM
GREY
SANDY SILT WITH
ROCK FRAGMENTS TO 6- 8" SIZE
GC/ CL
RED/ GREY
SILlY CLAY WITH
ROCK FRAGMENTS TO 6- 8" SIZE
4
5
6-
6. 0
7
8
7. 5
END ROOT ZONE
8.5
Sht 5
CD()~
e
114 North Third Street.
OPITZ
P. O. Box 969
Kremmling, Colorado
80459
Phone( 970) 724-3381
Fax( 970) 724-3449
ENGINEERS
JI-"
d.:
t,.
11. .~.
IND~
UAL SEWAGE ~">
c
bI. ~
n" EM DESIG"
FOR
BRUCE YEIK
NE 1/4, SE 1/4, SECTION 28, Tl S, R82W
Grand
County, Colorado
JOB # 008
OCTOBER 29, 1996
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
FOR
BRUCE YEIK
JOB # 008
CONTENTS
SHEETS 1- 2
GENERAL DESCRIPTION AND SUMMARY
SHEET 3
SEWAGE SYSTEM DESIGN
SHEET 4
PERCOLATION TEST REPORT
SHEET 5
SOILS PROFILE
SHEET 6
SYSTEM LAYOUT AND LOCATION MAP
SHEET 7
SYSTEM PROFILE AND DETAILS
OPITZ
114 North Third Street. P. O. Box 969
e ENGINEERS
Kremmling. Colorado 80459
Phone( 970) 724-3381
Fax( 970) 724- 3449
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
October 29, 1996
JOB # 008
OWNER:
Bruce Yeik
PRESENT ADDRESS:
P. O. Box 188
Eagle,
PROPERTY DESCRIPTION:
CO 81631
NE 1/4, SE 1/
4, Section 28, TIS, R82W 6th P. M.
Grand
County, Colorado
GENERAL DESCRIPTION AND RECOMMENDATIONS
GENERAL SITE DESCRIPTION
The
owner
plans
a
two bedroom house with
house will be located
south- facing
a
slope.
washer to be serviced
by
a
well. The
proposed
The
absorption field will be located to the
southwest and slightly downhill of the house site. Two
large drainage ways are located to the
west of the absorption field area. There are no
signs of bedrock or groundwater at the site.
on a
PERCOLATION TEST COMMENTS
A
percolation test was performed
in,
slow rate of 36. 8min/
and
an
October 8, 1996. The test revealed a fast rate of20.7min/in,
in.
27.3min/
A rate of 30min/in was used for design.
average rate of
on
a
TEST PIT COMMENTS
The soils
profile hole revealed grey sandy silt with rock fragments to 6- 8" size to a depth of 6. 01\
followed by red/grey silty clay with rock fragments to 6- 8" size to a
depth of 8. 5ft. There were
no signs of bedrock or
groundwater in the test pit.
Sheet 1
October 29, 1996
Bruce Yeik
NE 114, SE 114, Section 28,
Grand
Township
1 South,
82 West
Range
Colorado
County,
SYSTEM RECOMMENDATIONS
A standard soil
for the
design,
absorption
with
a
sewage
disposal system
can
reduction of 35% from standard
be used for this site. Infiltrators
design.
Minimum
pipe slopes
used
are
must be
observed to ensure a properly functioning gravity flow system. These minimum slopes are 2%
from the house to the septic tank and 1 % from the septic tank to the absorption field. All pipes
must have a minimum cover of 2ft.
The field shall be
septic
placed
a
minimum of 25ft from the
tank shall be located far
enough
drainage
from the rock wall to
ways to the west. The field and
1 112: 1 slope from the toe
ensure a
of the wall to the bottoms of the field and tank. At the Owner' s request, an optional extension of
1 row of units has been shown on the plans; the minimum field size shall be 18' x 30' but can be
enlarged to
18'
x
36' if the Owner desires.
Reviewed
Prepared by,
Jt~;
!:~
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o
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kIlfMichael
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17558 :.
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CO# 17558 ..;.,.<.{(\;,,,.......:.~(~,}~~"
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Sheet 2
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ifIi, j J 11 nH \; \\,\'1.
_
SEWAGE SYSTEM DESIGN
Owner
Bruce Yeik
Design
Flow
Job No
Household Data
Bedrooms
8
2 Ea
Washer
1
Garb
Disp
0
Capita
75
Other
Per
0
gcd
Design Flow(Q)
Absorption
Field
Date
450
gpd
Design
Percolation Rate( t)
Basic Area
Adjustments
30 min/ in
Q sqrt U5
Washer
Garb
Adjusted
Area
493 sq ft
0.40
0. 00
Disp
Other
0. 00
Infiltrator -
0. 35
Appliances
690
Other
690
Infiltrator
449
Final Area
449
sq ft
per infiltrator unit = 15. 6 sq ft)
Infiltrators Required
29
units
Effective
Use 18'
Septic
Tank
area
x
30' MIN = 30 units = 468 sq ft)
Design
Design Flow
30 Hr Cap
450
Minimum Size
Sht3
563
gpd
gal
1000
gal
10/29/96
PERCOLATION TEST REPORT
OWNER
Bruce Yeik
Location
NE 1/ 4 SE 1/ 4 Section 28 T1S R82W
Job No
Test Data
Test Date
Pre-Soak
Hole No 1
Depth
Soli
Tlme(mln)
From
3. 4'
By
MSO
10nt96
To
1 0/ 8/96
Diameter
21
1. 88
31
2. 44
40
2. 94
51
3. 44
61
3. 97
91
5. 38
11"
Water
3. 3'
Diameter
Grey rocky silty clay.
Time
11. 44
22
12.06
31
12. 56
41
13. 00
51
13. 50
61
13. 91
92
15. 00
Rate( mlnlln)
0. 75
14.7
0. 56
17. 8
0. 50
18. 0
0. 50
22. 0
0. 53
18. 8
1. 41
21. 3
Rate( 1)
20. 7 mlnlln
10"
Water
Change( ln)
Average
Hole No 3
Depth
Soil
3. 5'
Diameter
Grey rocky silty clay,
Time
22
8. 88
32
9. 25
Rate( mlnlln)
0. 63
17. 6
0. 50
18. 0
0. 44
22. 9
0. 50
20.0
0.41
24.6
1. 09
28. 3
Rate( 1)
24.3 mlnlln
8"
Water
42
9. 63
52
9. 94
Change( ln)
2)
13"
Rate( mlnlln)
t: ~
0. 50
22. 0
0.38
26. 7
S'..:\\~~!
V,~
I}.
r;~.' ;"r:!:::'>>;-,.>
n Id:(;
I:
i'/""
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f
H"......
O ..~:;
0. 38
26.7
0. 31
32.0
0. 25
40.0
0. 78
38.4
o:.
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10. 19
lOti A l t"
I1/
10. 97
Average Rate( 1)
of last 3
Depth/ Start
o..,~~ ~;;... ..~ ~
92
Average
Average
12"
8. 38
62
1)
Depth/Stert
rocks to 68" size
Readlng( ln)
11
10"
rocks to 68" size
Reading ( In)
11
Depth/Stert
Change( ln)
Average
Depth
10/ 29/ 96
to 68" size
Readlng( ln)
1. 13
Date
Filing
1 0/8/ 96
Grey rocky silty clay. rocks
10
Hole No 2
008
Lot
36. 8 mln/ ln
readings
of last 30 minutes
Test
Sht4
Average
Design
Use For
27. 3 mlnlln
30
mlnlln
~\\\
1l11l11ll111\\ I\\\\~
SOILS
JOB NO.
BY
DEPTH (
o-
ft)
008
MSO
PROFILE
OWNER
DATE
SOIL CLASS
YEIK
10/ 8/ 96
COLOR
DESCRIPTION
0
2
3
SM/ GM
GREY
SANDY SILT WITH
ROCK FRAGMENTS TO 6_ 8M SIZE
GC/ CL
RED/ GREY
SILTY CLAY WITH
ROCK FRAGMENTS TO 6_ 8M SIZE
4-
5
6-
6. 0
7
8
7. 5
END ROOT ZONE
8. 5
Sht 5
2000'
1" =
HOUSE
20'
0
I
7CC ' Z I
t
i~
to~
4'
M1
O ~~
J; <~<"
I
I
J/I
L
C
PARKING/ DRIVE
1:>
ROCK
7EC
zg
G
c:
5E:C-
2:7
2.4
WALLO
A(l- OOO~-_.."
I-.'~
IIy '~#.
0// (<5\~_: LI.!
TOWIy) ,
/~
4'
3
70<.--
MIN
J
1
2
MIN CLEARANCE TO POTABLE WATER SUPPLY LINE:
25'
ABSORPTION FIELD
10'
SEPTIC TANK
5!'
OC ' 33
I
EXlsnNG SHED
@
@
1
I
101
LOCATION
d~-
1EST PIT
I
I -I ~~
I
I
I
I
00
o.
x
MAP
2000'
1" =
NE 1/ 4 SE 1/ 4, SEC 28. T1S. R82W
5~
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I <
f&
I~p
I~<
if
I~\$:
95 I I
'<
Ifl:;:.,tJ,~
l~
lO.-
b
SYSTEM
1. =
FIELD LOCATION -
18'
1001
42' ABSORPTION FIELD
LAYOUT
20'
LOCATE FIELD OVER HOLES 1, 2, AND 3 PS SHOWN
WHILE MAINTAINING CLEARANCES PS SHOWN.
I, EDWARD H. OPITZ, DO HEREBY CERTIFY THAT
THE SYSTEM SHOWN ON THE PLANS HPS BEEN
DESIGNED BY ME OR UNDER MY SUPERVISION,
AND THAT THE SYSTEM IS IN COMP.!.!Ni~mfij;'rr".
IN~',
WITH ALL RULES AND REGULATI~ S"'~(
f{
TO SUCH SYS1EMS
tr"\'
VEtttlt{#~
J'-:,,
CURRENTLY","~
'
O H.
COLO,
GRAND COU~
ENGINEERS
BOPITZ
KRE!oCMUNG
BOX 969
rm.ff~~~~
;
6';:'~
ffT:gtill/~ ~.~~
E. :;:{
g
iJ - ~:<::'
EDWARD H. OPITZ, P.
CO #
17558
5"<
1:
17558 :
I
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DATE::
E
O:::~
1'1.
6
Col..i~
SYSTEM
co.
BRUCE YEIK
SEWAGE SYSTEM
LAYOUT AND LOCATION
MAP
6.-;::
0 ~~
O _. .
0 ("~ ~
V ~
U;r~
11 A\. " ,\\~~
I,I" O.......~\\
111/11i1ll1ll1\1\\\\\\
st:ALE
DATE
AS SHOWN
10/ 29/ 96
JOB ND,
DRAWN
REVISED11/
SHEET
008
MSO
6
DF
5/ 96
7
FlNISH GRADE
NOTES:
EXISTING GRADE
2'
105
MIN
COVER
2'
MIN
1 ) ALL PIPE TO BE 4" PVC, UNLESS NOTED.
COVER
w
UJ
J
o
I
2) SEPTIC TANK TO BE 1000 GAL., 2- COMPARTMENT, OF PRECAST CONCRETE
OR POLYETHYLENE CONSTRUCTION.
IF POLYETHYLENE, BED IN FIRM SAND
OR BASE COURSE, PLACE SELECT FILL ALL AROUND, AND PREVENT
MOVEMENT WHILE BACKFILLING.
PROVIDE ACCESS TO EACH COMPARTMENT
SET OUTLET 4" LOWER THAN INLET.
WITH 20" MIN DIA OPENINGS.
3
1
2'
5;;;;:'
2%
MiN- -2% SHOWN)
MIN COVER
3) INSTALL 5LF MIN CAST IRON
S"'I:
t
fIN
13;: /,
SHOWN)
100
I.
1000 GAL SEPTIC TANK
PIPE INTO AND OUT OF TANK
AND FROM BUILDING.
7 UNITS
INFILTRATOR UNITS
LONG @ 6' EACH =
4) BED PREPARATION-- MACHINE EXCAVATE TO ROUGH GRADE.
DO NOT
USE RUBBER- TIRED EQUIPMENT ON ABSORPTION BED SURFACE.
PROVIDE
RAKE AND SMOOTH TO A FIRM. DEAD LEVEL SURFACE.
FlRM, UNIFORM BEARING FOR FLANGES OF INFILTRATOR UNITS.
1
42'
5) INSTALL INFILTRATOR
CONTRACTOR
I
I
I
I
I
0
20
40
60
BO
SYSTEM
1 "=
UNITS PER MANUFACTURER' S CURRENT INSTRUCTIONS.
RESPONSIBLE TO PROVIDE INSTRUCTIONS.
6) HAND BACKFILL WITH SELECT FlLL ALONGSIDE AND BETWEEN UNITS
PREVENT MOVEMENT
BY " CHINKING" WITH SHOVEL AND TAMPING.
PLACE 6" MIN SELECT FlLL ABOVE UNITS.
WHILE BACKFILLING.
7) PLACE 1 FT MIN FlLL OVER UNITS BEFORE ALLOWING EQUIPMENT
USE ONLY TRACKED EQUIPMENT.
OVER FIELD.
PLACE FILL BY TRAVELING FROM END OF ROW, NOT ACROSS ROW.
B) SELECT FILL SHALL BE Am SOUND, NON- ORGANIC SOIL,
CONTAINING NO ROCK PARTICLES LARGER THAN 2" SIZE.
PROFILE
1"= 5' VERTICAL
1 0' HORIZONTAL
9) " INFlLTRATOR"
DESIGN PREPARED IN ACCORDANCE WITH
MANUFACTURER' S RECOMMENDATIONS AND GRAND COUNlY
APPROVED FIELD SIZE REDUCTIONS.
NO MORE THAN 2'
SET BOTTOM OF FIELD AROUND 99. 5 +/-,
EXISTING EXCAVATED LEVEL.
GROUND ELEVATION AT NORTHWEST CORNER
BASIS OF ELEVATION ELEV. 102. 0 +/OF EXISTING SHED =
FlELD ELEVATION -
BELOW
EXISTING GRADE
GENERAL FILL
SLOPE TO DRAIN
6"
SELECT FILL ( MIN)
l' - 6.
MIN TOTAL COVER
j-~] -
r:i"'
INFlLTRATOR UNITS
ROWS @ 3' WIDE EACH =
1YPICAL SECTION
3x3x3 TEE ( lYP)
1"=
Z
J
o
6:
14'
5'
HORIZONTAL AND VERTICAL
PVC
FROM SEPTIC TANI<
SET INLETS OF OllTLET PIPES
OEAD lLVEL Willi ONE ANOTHER
AND
1. MIN BELOW INlET PIPE.
SHIM AND GROUT
MANUFACTURER' S STANDARO SIZE
l')
4~4
Ui~ xC~
O~~
DUCERS
3- PVC OUT
4" PVC FROM SEPTIC
OllTLET PIPE
WT1H ' SPEEO lEVELER' OR
OIAL- A- FlllW': ADJUST TO
EACH OUTLET
MANIFOLD
LAYOUT
1) SET ALL TEES DEAD LEVEL.
2) BED IN ARM SAND, GRAVEL, OR DRAIN ROCK AND
PREVENT MOVEMENT WHILE BACKFIWNG.
3) REFER TO INFILTRATOR MANUFACTURER' S INSTRUCTIONS
FOR INSTAWNG 3" PVC IN END PLATE
OF INFlLTRATOR UNIT.
4) D1STRIBlmON BOX MAY BE USED INSTEAD OF 4x4x4x4 CROSS
TO DISTRIBUTE FLOW ( SEE DETAIL).
BOX 9B9 KREMMUNG
EQUAUZE OUTfLOWS.
NO SCALE
NOTES: (
f:
NGINEERS
BOPITZ
-
TYP)
FIT EACH J'
CO.
BRUCE YEIK
DISTRIRlJTION
J/ 8' ~
NCl1tS:
ROX
DFTAII
SEWAGE SYSTEM
1'- Q
OISTRIBUTION BOX SHAll. BE OF PRECAST CONCRElE OR
PROFilE. SECTION.
POLYElI1Y1.LNE
SET BOX DEAD lLVEL ON COMPACTED GRAVEL BASE.
ANCHDR BOX TO PREVENT MOVEIolENT DURING 8ACKFILL PLACEMENT.
PROVIDE REMOVABLE UD. AND ACCESS WAY FROM SURFACE TO UD.
ADJUST ' SPEEO lEVELERS' AFTER BACKf1WNG.
PROVIDE 2' MIN COVER OVER BOX.
DErAilS
CONSTRUCTION.
SCALE
DATE
AS SHOWN
10/ 29/ 96
JOB Nl1
008
DRAIIN
MSO
REVISED
SHEET
7
11/ 5/ 96
OF
7