HomeMy WebLinkAbout38596 Hwy 6 - 210505402003 - 0486ISConditional Construction, approval is hereby granted 6r a ri gallom Aw the syste.n
7777,
signed,ly Interco
PLEASE RETURN THIS PORTION 141TH YOUR SITE PLAN AND FEES
/311 949-5'257 927-3823
ENVIRONMENTAL HEALTH
BOX 850
EAGLE, COLORADO 81631
PERMIT FEE = $75 PERCOLATION TEST FEE = $50
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
NO. y1:5_1
NAME OF
014NER: A-EiW
ZVo7r7/V&-9AW
/ D_4yo
Crs ,y6s—
ADDRESS:
59S'�7,6 Z4yZ
(Q 1,8ar /9x)
�yed
C.l'i °/6ZU PHONE: 9�9-,J46Lj
NAME OF APPLICANT (IF DIFFERENT FROM OWNER):
ADDRESS: PHONE:
DESIGN ENGINEER OF SYSTEM (IF APPLICABLE):
ADDRESS: ea6-16a OPJ, ee 910,6 PHONE: 9-�1_9- SD 72i
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM:/1,4zye4p
ADDRESS: �oX/'�/,()�,l�i (�,. PHONE: 926—,57.5',,
PERMIT APPLICATION IS FOR: C�< New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED FACILITY: County r_A6u5__ Lot Size .0.8 A-c_ZE-s
City or Town, if within City or Town Limits
LEGAL DESCRIPTION:
STREET (RURAL) ADDRESS:
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY? (]< Yes ( ) No
BUILDING OR SERVICE TYPE: (Check applicable category)
Residential - Single-family dwelling { ) Residential - Triplex
( ) Residential - Duplex ( ) Residential - Quadpiex
( ) Commercial - State usage
# Persons 3 # Bedrooms 3
WASTE TYPES: (.Check al-1 applicable)
( ) Commercial or Institutional (>< Dwelling Garbage Grinder
( ) Non -domestic wastes ( ) Transient Use Dishwasher
( ) Other Automatic Washer
SOURCE AND TYPE OF WATER SUPPLY: C�< Well ( ) Spring ( ) Creek or Stream
Give depth of all wells within 200 feet of the system:
If supplied by community water, give name of supplier: 6jba4gp J isrr2rc T
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(><T Septic Tank ( ) Aeration Plant ( ) Chemical Toilet
( ) Vault Privy ( ) Composting Toilet ( ) Recycling, Potable Use
( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, Other Use
( ) Greywater ( ) Other
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ( ) Yes No
r
Signature
INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER
GROUND CONDITIONS: Percent Ground Slope:
Depth to Bedrock (per 8' Profile Hole):
SOIL PERCOLATION TEST RESULTS:
Date -;2-/7-9
r
Depth to Groundwater Table:
Minutes per inch in Hole No. 1
Minutes per inch in Hole No. 2
Minutes per inch in Hole No. 3
FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration
( ) Above Ground Dispersal ( ) Sand Filter
( Underground Dispersal ( ) 'Wastewater Pond
( Other
Inter -Mountain Engineeringua.
PERCOLATION TEST RESUUTS
- AND SEPTIC RECOMMENDATIONS
LOT R-II, SOUTH FORTY SUBDIVISION
EAGLE COUNTY, COLORADO
- BOX C-100
AVON, CO 81620
949-5072; DENVER 893-1531
PREPARED FOR:
DAVID GAINES
PROJECT NUMBER V-1008E
FEBRUARY 1981.
1420 VANCE STREET
LAKEWOOD, CO 80215
232-0158
SCOPE
This report presents the results of a percolation test
and provides septic system recommendations for the proposed
residence located on Lot R-II, South Forty Subdivision, Filing
No. I, Eagle County, Colorado.
SITE INVESTIGATION
The field investigation performed on January 15, 1981,
consisted of digging three holes to an average depth of 36
inches. Percolation tests were performed on January 16, 1981.
Two additional holes were dug on January 21, 1981, with tests
performed on January 22, 1981. Locations of the test borings
are shown on the enclosed drawing. Results of the percolation
test are included in this report -- see Percolation Test Results.
SITE LOCATION AND DESCRIPTION
The site is located in a part of Section 5, Township 5
South, Range 82 West of the Sixth Principal Meridian, Eagle
County, Colorado. More particularly, the site is described
as Lot R-II, South Forty Subdivision Filing No. I. The site
slopes downward to the east and vegetation consists of sage
brush and native grasses.
2
PERCOLATION TEST RESULTS
A total of five percolation tests were performed on the
site using the standard test method as described by the Eagle
County Individual Sewage Disposal System Regulations. Results
were as follows:
Test Hole No. Min./I Inch Drop Date of Test
1 17 1/16/81
2 failed 1/16/81
3 21 1/16/81
4 31 1/22/81
5 failed1/22/81
Average Time: 23 minutes
The leach fielld should not be located in the area around
Test Holes 2 and 5 where the tests failed. The soil'is very
hard and impervious. Refer:to enclosed drawing for these
locations.
DESIGN CRITERIA
The following criteria will be used ,for calculations:
I. Three -bedroom house with garbage grinder
and automatic washing machine.
2. Two persons per bedroom.
3. 75 gallons/person/day.
4. Maximum Flow: 1500 of average daily flow.
3
CALCULATIONS
A = ET- where
A = minimum absorption area (sq.ft.)
Q = estimated quantity of sewage flow (gal/day)
T = percolation rate (min./inch)
Q= 2 x 3 x 75 x 150% = 675
A = 6755 23 = 647 sq. ft.
Absorption area is to be increased 20% for a garbage grinder
and 40% for the automatic washer (County Regulation 5.4c).
647 x 160% = 1036 sq. ft.
Since a seepage bed is to be used, the absorption area is
to be increased by an additional 30% (County Regulation 5.4f).
1035 x 130% = 1347 sq. ft.
Due to subsidence problems in this area, the, seepage
bed also should be increased by another 30%.
1347 x 130% = 1750 sq. ft.
From Table III (Section 5.3 of the County Regulations),
the minimum tank size shall be 1000 gallons.
SEPTIC SYSTEM RECOMMENDATIONS
Based on the preceding calculations, recommendations are
for a minimum of 1000 gallon compartmented septic tank to be
followed by a minimum 1750 square foot seepage bed. The bed
4
SEPTIC SYSTEM RECOMMENDATIONS - continued
should lie a minimum of ten feet from property lines and
twenty feet from the proposed residence. Inspection of
the system should be made by a representative of Inter -
Mountain Engineering, Ltd., and by a representative of
the Eagle County Health Department prior to backfilling.
Excerpts from the Eagle County Individual Septic
Disposal System Regulations have been included as Appendix
A. The installation and material specifications in these
regulations must be followed.
CONCLUSIONS
This report has been prepared for the exclusive use of
David Gaines for the specific application to the proposed
residence located on Lot R-II. South Forty Subdivision
Filing No. I, Eagle County, Colorado.
The findings and recommendations of this report have
been obtained in accordance with accepted professional
engineering practices in the field of Foundation Engineering
and Soil Mechanics. There is no other warranty, either
express or implied.
CONCLUSIONS - continued
If we can be of further assistance, please do not
hesitate to call.
Sincerely,
INTE -MOUNT I ENGINEERING, LTD.
G. homas Allen
Field Engineer
RYfM����i.:,: " Reviewed and Approved By:
i'
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G T A: c j n '���icc�F C O`�P\����
APPENDIX A
EXCERPTS FROM
EAGLE COUNTY
INDIVIDUAL SEWAGE DISPOSAL SYSTEMS
REGULATIONS
Adopted October 1, 1973
SECTION V: Requirements For Septic Systems
5.1 Construction of septic tanks:
A. Material:
1. Concrete tanks shall be constructed of Portland type II, sulfate resis-
ta:n` cement which shall achieve 3,000 p. s. i. concrete. Welded wire
mesh of not less that 10 guage with openings of 6 inches or ;.Cinches
shall be placed. -in mimimum 4 inch thick walls and floor. At places
where wire was cut, it shall lap the joints 6 inches and shall be tied.
One number 3 reinforcing steel bar shall be.placed horizontally -below
the inlet and outlet on the tank. The septic tank lid or cover shall
be at least 4 inches (nominal) thick, with one access hole above the
inlet and outlet,._and which. at least one hole is a mimimtua 20 inches
diameter opening. Welded wire mesh of 411.X 6" opening and of not less
10 guage shall be embedded in the cover, plus #44 rebar S inches from
each side and -94 rebar cross ways 30 inches from each* end on inside of
access hole. The manufacturer's name and size of tank shall be cast in
the lid or tank.
2. Iietal or metal coated tanks are not approved. Other materials which
result in an adequately and durable construction and which resists
excessive -corrosion or decay may be approved.
-22- 0
-23- '
1.
B. Design_
2.
3.
4.
5.
6.
7w
8•
90
_._
10.
1.
The inlet invert shall not be less than 3 inches above the outlet
invert. .A baffle and/or tee shall be provided to divert the incoming
sewage downward. The baffle or tee shall penetrate at least 14 inches
below the liquid level, but the penetration is not to be greater than
that -allowed for the outlet device. The outlet shall be fitted with
b
a tee and/or baffle The outlet device shall extend a minimum of 12
inches below the invert of the outlet and above the invert to within
one inch of the top of the'tank. hin -
The outlet shall be conspicuously
marked as such on the tank exterior.
11.
2.
Proportions:
12.
13.
14.
-
a. The tank shall have a liquid depth be"geen 30 inches and 96 inches
i
b. The -distance from the outlet invert to the cover shall be at .
least 12 inches.
15.
- 16.
17.
.`
c. The tank may have various shapes p provided the capacity inlet,
outlet and depth requirements are met, and it -has a uniform
-
h orizontal flow throughout its length.
_ 18.
3.
Tanks shall be water proof.
19.
�2.
21.
._22.
4.
5.
The first compartment of a two -compartment tank shall -bold one-half
to two-thirds of the effective capacity of the tank.
Plans and specifications must be submitted and approved for all tanks
fabricated on the site.
-23. 5.2 Installation of septic tanks:
--V24. A. Tanks are to be installed on a solid base and
shall be level. The tank
-.-25• shall be installed with removable covers or manholes extended to within
-.26. 12 inches of finished grade in order to provide access to the inlet and
-27•. outlet devices of each compartment for cleaning and inspection. Roof
-28. drains, foundation drains, area drains or cistern -overflows are not to
_.29. enter the tank or any part of the treatment system.
-30. B. The building sewer to Septic tank shall be* laid with a minimum fall of
-31. one -eighth inch per foot( one -quarter inch fall per foot -is recommended).
-32. Bends in the building sewer shall be limited to 45 degree ells, or long,
-33. sweep__ quarter -bends. Cast-iron pipe is required whenever. the building
-34. sewer is located under a driveway. The buildin -
g sewer installation shall
35. meet -all of the requirements of the Colorado
- Technical Plumbing Code, 1972
-36. Revised. The inlet- and outlet pipes shall be grouted and sealed with
-23-
5.3
-24-
with water -proof materials.
C. Backfilling around a septic tank shall be acco�vplished in a manner to
prevent settlement and avoid undue strain on the tank and the pipes
entering and leaving the tank." Cast iron i
- p pe or pipe of equal strength
shall extend from the septic tank for a distance of at least 5 feet from
the inlet and outlet ends or must be adequately supported to prevent
failures as a result of settling. Abandoned septic tanks and vaults
shall be pumped and filled with soil, or they shall be removed.
Minimum capacities for septic tanks:
A. For a -one or two family dwelling the minimum capacity shall be determine
by the number of bedrooms being served according to Table III:' d
TABLE III
Number
of bedrooms
- Minimum tank capacity (gal)
2 or less ......................... 750
4.
3
.........•.............0.......... 1000
'.5.
4"
•
................:...........:...
_� _ 1250
.6•
each additional.... ... o..•., add 250
.7.
-B.
For a three or more familydwellin g, industrial commercial
i8,
; , or instit-
ution the minimum capacity shall permit retention incoming
9,.
of sewage
for 36 hours, but in no case shall be less than 750
Z0.
C.
gallon capacity .
Y
All septic tanks shall contain at least
1.
two compartments.
5.4 Genaral requirements for disposal of effluent into
�2•
A.
an absorption field are:
The methods for calculating minimum absorption
3.
area shall be based upon
the capacity of the soil to absorb liquids as
!4•
q established b Y. the per-
colation test or other approved soil
tests.
5•
B.
"Unless designed by a Registered Professional En sneer
!b.
and a
g. pproved by
the Board -of Health no absorption
7•
system shall"be
permitted where:. 1.
Sufficient suitable soil is not available.
8•
2. Where ground slope is in excess of 30 percent.
-9•
C.
Absorption area: The minimum absorption
p
,0-
area in square feet A
q ( ) for an
individual sewage disposal system shall. be determined
1•
_ r--
-as a.function of the
estimated quantity of sewage_ flow in gallons
2o
per day Y (Q) and the percol-
ation rate in minutes per inch (t) •
according to
�•
the formula or according
to Figure 3, page 9 of the Manual For Septic
4.
Tank Practice, p # 526:
A =� t
-24-
-25-
}
1• The minimum absorption area so calculated shall be increased by an
2. additional 20 percent if wastes from a garbage grinder are discharged into
3. the system and by an additional- 40 percent if wastes from an automatic
4• washing machine are -discharged into the system. A minimum sewage
5. absorption system may be approved by the Health Officer as prescribed
6. in the following table: -
7.
-TABLE IV.
SUB -SURFACE ABSORPTION AREA FOR DUELLING USE
If the Percolation The minimum Absorption Trench I The. mimimum Absorption
Rate is:- (Minutes for Area is: (square. feet of trench Area water to fall-1 inch) bottom per bedroom Seepage Bed: (square
feet of bottom -of bed per
bedroom)
i 5 minutes per inch 125 sq. ft. of trench per bedroom 165 sq.ft-per bedroom
10 minutes per inch 165 sq. ft. of trencfi per bedroom 15-sq.ft-per bedroom
15 minutes per inch 200 sq. ft. of trench per bedroom 260 sq. f t.per -bedroom
30 minutes per inch 250 sq. ft. of trench per bedroom 325 sq.ft-per bedroom
45 minutes per inch 1 300 sq. ft.
60 minutes per inch 2 350 sq. ft. _ got permitted
Over 60 minutes Not permitted - of petted
Not permitted -
11� Subsurface absorption .fields with seepage beds are not permitted in soils
with percolation rates over 30 min. for a 1 inch drop. Two compartment.. tanks or
units in series are required.
[2� Sub -surface soil absorption systems are not permitted in soils with
rates over 60 min. for a 1 inch drop. percolatio
$• D. 1.11here absorption systems are to be installed in new fill materialt
the fill
J9• must be designed or tested by a Registered Professional Engineer.
_t0• E.- The final grade shall be such that -surface water drainage will -be directed
i1• away from the absorption system.
_L2. F. Seepage beds absorption areas shall be calculated at 1.3.times the
13. absorption area required for absorption trenches.
A. 5.5 Absoep tion trenches:
15. A. At least•2 trenches of near equal length shall be constructed with a
6• length not exceeding 100 g feet-' a width not exceedin
- � 3 feet; and a depth
17. not exceeding 3 feet (unless approved by the Health Officer). A minimum
$• 3 inch diameter disposal line shall be provided for each trench and shall
1. be surrounded by clean, graded gravel or rock, broken hard burned clay 11
0brick, or -similar aggregate. The material may 3 range in size from I inch=
�1• to
;-2� inches. Cinders, broken shell, and similar material are not-
J2. recommended.- The material shall extend from at least 2 inches above the
-25-
1
1.
2.
3.
4.
5.
.6.
J il.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
125.
-26.
-27.
,29.
- 30.
-31.
_32,
- 33.
-34.
,3 5.
36.
5.6
B.
top of the pipe to at least 6 inches below the bottom of the &peg
The top of the gravel. shall be covered with untreated building paper,
a thin 2 inch layer of hay or straw, or similar pervious material to
prevent the gravel 'from becomming clogged by earth backfill. -An
impervious covering shall not be used, as this interferes with _
evapotranspiration at the surface. A distribution device providing uni-
form distrubution shall be included. The bottom of the trench and
the distribution lines shall be Level or graded to comply with-B below.
Disposal lines composed of 12 inch lengths of 4 inch diameter agricult-
ural drain tile, concrete pipe or vetrified clay sewer pipe -shall provide
joint openings between lengths of pipe of 1/8 to 1/4 inch in width. -Each
open joint =shall be covered over the upper half of the joint opening.
Perforated plastic lines of a minimum 3 inch diameter shall be fitted with
tight joints and -the perforations shall be so laid that a relatively
even distribution of effluent over the system will occur. - When, a-t_the
discretion of the Health Officer, it is necessary to -maintain grade or
alignment of the the or pipe lengths, all tile or pipe lenghts shall be
placed on narrow grade boards which are securely staked. The grade of
pipelines shall be from zero (0) inches to 4 inches per one hundred feet.
Seepage beds.
A. Seepage beds shall be constructed with a length not exceeding 100 feet,
a width greated than 3 feet, and a depth not exceeding 3 feet (unless
approved by the Health Officer). A twelve inch layer of Iinch to 2�
inch washed gravel shall be distributed evenly over the entire bed, with
pipe lines set at a depth tri insure at least 6 inches of_.gravel below and
2 inches of -gravel above each line. The bottom of the bed shall be level.
A covering of untreated building paper, straw, or similar material, shall
be to laced on of
P p ' .the gravel; and, after final inspection, backfill
shall be placed over the bed to -a minimum depth of 12.inches:. The bottom
in the bed -and distribution lines shall be layed level or up to a 4 inch
drop, in 100 feet.
B. The outer -most disposal lines in the bed shall be placed Wo-less than 18
inches and no more than 36 inches from the outside bedwalls. For each
6 feet or part thereof, in bed width, there shall be one disposal 'line
extending the length of the bed. Such lines shall be so placed as to
distribute the effluent evenly over the entire bed area, and shall be
—26—
-2.7-
1. level or unto a 4 inch in 2G0 feet. A distribution box or other distrib-
2. ution device providing uniform application oftlot-I shall be included in the
3. seepage bed system.
4 -
L
�- L,.nl�vLt111V1V 1G.71
.FEE: ' $50 ,
APPLICATION N0. d ��
OTd1zER: � �� � � c✓. �2� ----
LEGAL DESCRIPTION:
RURAL; ADDRESS: G D
TYPE OF DWELLING: �/l�f2�li jl�yy� �G e%� # OF BEDROOMS:
DATE OF TEST: TYPE OF SOIL:
TEST HOLES PRESOAKED: YES NO
' /�%oirfl �-'��-� �6� ��'7 'mom ��/fN�•,•�s�� �✓��7'ar�
TIME
WATER DEPTH
1 2 3
INCHES OF FALL
1 1 2
PERCOLATION RATE:
��� TANK SIZE: /006,
SQUARE FOOTAGE PER BEDROOM: LEACH FIELD SIZE: r ''
Site has been reviewed and tested for percolation rate.
We recommend: APPROVAL DISAPPROVAL
DATE: � � � � �f "/ (� � Z 1l
EAGLE COUNTY '
ENVIRONMENTAL HEALTH OFFICER
BUILDING DIVISION
P.O. Box 179
PHONE: 328-7311
llL�Tri
COMMENTS:
INSPECTION REQUEST
EAGLE COUNTY
READY FOR INSPECTION _ L
TUE WED THUR FRI ��1 rS�M PM
❑ APPROVED ❑ DISAPPROVED ❑ REINSPECT
❑ UPON THE FOLLOWING CORRECTIONS:
DATE
• EAGLE COUNTY ENVIRONMENTAL HEALTH
ROUTE FOP.M
)ATE REFERRED L0� p ppAPPLICATION NO.
LOCATION
'lease review the attached application and return it and this completed form
.o the Environmental Health Office..
'L A TNIMIG_ Complies with: Yes No Reviewed By'Date
e
Subdivision Regulations)
Zoing Regulations
�' < c '50
Recommend Approval
,omments:
3UILDING: Set Backs � -�.......
Site
Other I
Recommend Approval
,omments:.
VGTNEEP.necessary)
J_
Roads
Grading
Drainage
Recommend Approval
comments:
LOAN INSPECTION FORM
LOCATION:
REQUESTOR:L�--
G
PJJJJ
c,',c (G
COPIES TO:
BILL TO: SAOij-
ISDS PERMIT #
INSPECTION INFORMATION: 0 v
` n
i
INSPECTION DONE BY:DATE:
x a INVOICE
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EAGLE COUNTY
551 Broadway
Eagle, Colorado 81631
(303) 328 7311
June 28, 1985
1st Western Mortgage -
P.O. Box 1237
Vail, Co 81658
Attn: Cathy
RE: LOAN INSPECTION - 0758 Lariat Loop, South Forty Subdivision
Dear Cathy:
All water and sewage disposal system loan inspections are done
under the authority of the Eagle County Building Regulations,
Section 10, Sub -paragraph 3-A, adopted by the Eagle County
Commissioners, September 20, 1982..
An onsite inspection on June 27, 1985 of the.above referenced
property revealed that the septic system appears to be functioning
properly with no apparent problems. The.individual sewage disposal
system, Permit #486, was approved on June 9, 1981. However, the
inlet and outlet to the tank was covered over prior to final inspec-
tion. A copy of the septic permit is enclosed.
This department recommends that the septic tank be pumped every'
three or four years.
ptoable-water is supplied by the Edwards Metro District.
If you have any questions concerning this matter, `please contact
K
our office. _
:<
Sincerely,
Erik W. Edeen
Environmental Health Officer
;: 3
EAGLE COUNTY
Board of County Com"MRSioners • Assessor Clerk and Recorder Sheriff
Treasurer
P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 :
P.O. Box 479
Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631
nY
EAGLE COUNTY
551 Broadway
Eagle, Colorado 81631
(303) 328 7311
December 17, 1986
Aleta Nottingham
P.O. Box 757
Edwards, CO 81632
RE: Loan Inspection for property located at 0758 Lariat Loop
Lot R-11, South Forty Subdivision
Dear Ms. Nottingham,
All loan inspections are completed under the authority of the
Eagle County Building Resolution, Section 3.09.03-A(7), adopted
by the Eagle County Commissioners on October 8, 1985.
An onsite inspection of the sewage disposal system on December 15,
1986 revealed that the system appears to be functioning properly
with no apparent problems. This septic system was finalized on
June 9, 1981 under ISDS Permit #486. However, the inlet and out-
let to the tank were covered over prior to final inspection. A
copy of the septic permit Ts enclosed.
Potable water is supplied by the Edwards Metro District.
If ,you have any questions concerning this inspection, please
contact our office.
Sincerely,
Sid Fox
Assistant Environmental Health Officer
EAGLE COUNTY
SF/gp
Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer
P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479
Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631
1,14bb LC K-11 bouzn rortiy
Subdivision, 38596 Hwy 6
NAME NOTTINGHM GAINES � / ��x , irir
k Jt3B NO.
rnFe i nnArinN -
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
Z-UHLA
r 1�� E1.� T
V' C-)J���y
i CS Lilf f Lxv Ag�_
�V
JOB COST SUMMARY
TOTAL SELLING PRICE
------- ------___
— — — — --
PERMIT �#486 /` /
OWNER: T I� I (I��� �/
LOCATION: Lot �-11 -
_ South 40 Subdivision near Edwards
C'(X)) Lwia{ 4 --
INSTALLER: H. Arnold I�CS
SIZE OF TANK: Nottingham
DWELLING:Residential
1,000 gallon - engineer designed -
PERC RATE: Res i denti a 1
one inch/23 minutesooms Inter -Mtn.
(7,750 sq.ft.)
— (�
v r v
Finalized:r L ���, 6_9_81
BY: Erik Edeen
TOTAL MATERIAL
TOTAL .LABOR
INSURANCE
SALES TAX
M ISS. COSTS
TOTAL JOB COST
GROSS PROFIT
.
LESS OVERHEAD COSTS
to OF SELLING PRICE
NET PROFIT
JOB FOI
Printed in U•S,A.
0
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S 840 54 33
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OF 1750 sq. ft
ATED
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y, It ,ts,,recohw+k)ad tho-t eii pipe�ecoted es.PVC
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'and
aleMfia i,pr °#li 3fia#lon Wick#i l l era to
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by siPj'tlt #allowed.
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o ••
;it has<'$eiR assured that the i60 `` a tic
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tan Bend d will be'a dca3 conere
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i•,ly �n4at To V of the Ea
W i'nd vldue 3evage disposal rogulefFons.' if a
cast- inr-p'#ito tank is desired, it wl l l be
o'oos�•� o'
�'oo
ecd4pt' able; however the engineer is to be
ooc>°
provldyd with shop ,drawings prior o con=
p�•.o 0
structfon,
9
4. recomarendsII but r_equ,i red to provide
'rtser,;.s
the 4" pRC ii" own. The purpose of
j o°oo o•
C t#t,is riset. a provide air to the bad, nd
m
Qao"�oo,
to ail or fhe ease Introduction of charmcals
�o
Into- the bed, for nalntanrnce.
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P O.eOX C-100 Inter -Mountain 1420 VANCE STREET
AVON, COLO.89820 LAKE WOOD, COLO.80215
(303) 949-5072 EngineeringLtd. (303) 232-015B
Designed BY SEPTIC SYSTEM Protect No
G•T, A.
Drewn By: Date Issued
GT.A. LOT II, SOUTH FORTY
Ch4ckeilfay SUBDIVISION EAGLE COUNTY Scale
J. M ASSHOW
COLORADO �eolol
