HomeMy WebLinkAbout1229 Green Meadow Dr - 239128103002INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2146-01 BP NO. 13 871
OWNER: CHRIS PASSERO PHONE: 970-927-1022
MAILING ADDRESS: P.O. BOX 5097, ASPEN, CO 81612
APPLICANT: SAME PHONE:
SYSTEM LOCATION: 1229 GREEN MEADOW DRIVE, CARBONDALE, CO TAX PARCEL NO. 2391-281-03-002
LICENSED INSTALLER: MOUNTAIN WORKS, ANDREW MCDONALD LICENSE NO. 31-01 PHONE: 970-963-1030
DESIGN ENGINEER: CHURCH AND ASSOCIATES, INC., ED CHURCH PHONE NO. 303-463-9317
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 7 BEDROOM RESIDENCE
2000 GALLON CONCRETE SEPTIC TANK, 1736 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 56 CHAMBERED UNITS, AS PER ENGINEER'S
DESIGN REVISIONS DATED OCTOBER 8, 2001.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE, AND INSPECTION
PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER
CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND DESIGN ENGINEER FOR FINAL PRIOR TO BACK FILLING ANY PART OF THE IN-
STALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE
ISSUED UNTIL THE SEPTIC SYSTEM HAS S CTE OVED.
ENVIRONMENTAL HEALTH APPROVAL: DATE: OCTOBER 17, 2001
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS,
ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING
REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL
AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO
BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM
IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: 1736 SQUARE FEET (VIA 56 INFILTRATOR UNIT )
INSTALLED CONCRETE SEPTIC TANK: 2000 GALLONS IS LOCATED 1,92 DEGREES AND 26 FEET 6 INCHES
FROM THE CLEAN —OUT ON THE SOUTH SIDE OF THE HOUSE,
COMMENTS: THE FINAL INSPECTION WAS DONE BY RAYMOND P. MERRY OF EAGLE COUNTY ENVIRONMENTAL HEALTH
AND THE DESIGN ENGINEER ON JUNE 26, 2002. THE ENGI3EER'S FINAL CERTIFICATION AND AS —BUILT
DRAWING WERE RECEIVED ON JULY 5, 2002. THIS SYSTEM. IS LARGE ENOUGH FOR A 7 BEDROOM RESIDENCE.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CO B E FIN OVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL . DATE: JULY 11, 2002
:[Lcomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit # �I 6 ✓ Q
Building Permit # / 8
71'-
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823
**************************************************************************
* FEE SCHEDULE
* PERMIT APPLICATION FEE
* PERCOLATION TEST/SOIL PROFILE AND SITE EVALUATION FEE $200.00
* SITE VISIT/CONSULTATION FEE $85.00
* REINSPECTION FEE $47.00
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**************************************************************************
PROPERTY OWNER:
MAILING ADDRESS: �(} �QX J�� % Qtly -�7 /fo/% PHONE : q7O '1.)-7 j(jj1'
APPLICANT/CONTACT PERSON: /
PHONE:
LICENSED SYSTEMS CONTRACTOR: PHONE: 617
COMPANY/DBA : 1;10U1 i 4-11 J 14-jo"' S ADDRESS:
***************************************************************************
PERMIT APPLICATION IS FOR: (Y/--NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: Ld ; �d�MS /llG"34 5"6j)t,1/510Aj
Tax Parcel Number: c�,3//--ZZ— 60 -04J Lot Size: a►� A� ,r
Physical Address:
1)- q / ;6q-0 e w ortt e t/E
BUILDING TYPE: (Check applicable category)
Residential/Single Family
Residential/Multi-Family*
( ) Commercial/Industrial*
Number
Number
Type _
of Bedrooms
of Bedrooms
*These systems require design by a Registered Professional Engineer
TYPE OF WATER SUPPLY: (Check applicable category)
( ) Well ( ) Spring ( ) Surface
(�-Publis Name f upp i r:
APPLICANT SIGNATURE: Date: e7 n
***************�j**%********************************************`**%**********
AMOUNT PAID :�`�`-� RECEIPT # :� DATE:
CHECK #: CASHIER:
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX (970) 328-8788
TDD: (970) 328-8797
TOLL FREE: 800-225-8136
www.eagle-county.com
EAGLE COUNTY, COLORADO
July 11, 2002
Raymond P. Merry, REHS
Director
Chris Passero
P.O. Box 5097
Aspen, CO 81612
RE: Final of ISDS Permit #2146-01, Tax Parcel #2391-281-03-002. Property
location: 1229 Green Meadow Drive, Carbondale, CO.
Dear Mr. Passero:
This letter is to inform you that the above referenced ISDS Permit has been inspected and -
finalized. Enclosed is a copy to retain for your records. This permit does not indicate
compliance with any other Eagle County requirements. Also enclosed is a brochure regarding
the care of your septic system.
Be aware that later changes to your building may require appropriate alterations of your septic
system.
If you have any questions regarding this permit, please contact the Eagle County Environmental
Health Division at (970) 328-8755.
Sincerely,
AV �--
Janet Kohl
Eagle County Environmental Health Department
ENCL: Informational Brochure
Final ISDS Permit
cc: files
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX (970) 328-8788
TDD: (970) 328-8797
TOLL FREE: 800-225-8136
www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: October 17, 2001
TO: Mountain Works, Andrew McDonald
Raymond P. Merry, REHS
Director
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit No.2146-01. Tax Parcel
# 2467-054-00-003. Property Location: 1714 Cedar Drive, Basalt, Kelly
residence.
Enclosed is your ISDS Permit No. 2146-01 and a field copy of the engineer design stipulated on
the permit. It is valid for 120 days, or for the duration of your current building permit for this
property. The enclosed copy of the permit must be posted at the installation site. Any changes
in plans or specifications invalidates the permit unless otherwise approved. Please note any
special requirements that may have been added to the design by this department.
Systems designed by a Registered Professional Engineer must be certified by the Engineer
indicating that the system was installed as specified. Eagle County Environmental Health
must also view the installation prior to back filling. Please call well in advance for your
final inspection. Your TCO will not be issued until our office receives this certification
from the engineer, and views the installation.
Permit specifications are minimum requirements only, and should be brought to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements. Please
notify this office if you have not been contracted to perform this installation.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
Church and Associates, Inc., Ed Church
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
APPENDIX A
1229 GREEN MEADOW DRIVE
LOT 8, SOPRIS MOUNTAIN SUBDIVISION
HEPWORTH-PAWLAK GEOTECE LAICAL, INC.
PERCOLATION TEST
SEPTEM BER 29, 2000
Gg.F)tech
September 29, 2000
Chris Passero
P.O. Box 5097
Hepworth-Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax:970-945-8454
hpgeo@hp,ueotech.com
Aspen, Colorado 81612 Job No. 100 782
Subject: Percolation Testing, Lot 8, Sopris Mesa Subdivision, Eagle County,
Colorado
Dear Mr. Passero:
As requested by you, Hepworth - Pawlak Geotechnical, Inc., performed percolation
testing at the subject site. The work was done in accordance with our agreement for
Professional Services to you, dated September 25, 2000.
A Profile Pit and three percolation test holes were excavated prior to our site visit on
September 27, 2000 at the locations shown on Fig. 1. The subsoils exposed in the
Profile Pit consisted of about 0.5 feet of topsoil overlying sandy silty clay to the bottom
pit depth of 9 feet. No free water was observed in the pits and the soils were slightly
moist to moist. Percolation test holes were hand dug in the bottom of shallow backhoe
pits and soaked with water on September 27, 2000.
Percolation testing was conducted on September 28, 2000, by a representative of
Hepworth --Pawlak Geotechnical, Inc. The percolation test results are summarized on
Table I. Based on the subsurface conditions encountered and the percolation test
results, the tested area should be suitable for a conventional infiltration septic disposal
system. We recommend the system be designed based on a percolation rate of 30
minutes per inch due to the clay soils exposed in the profile pit.
If you have any questions or need further assistance, please call our office.
Sincerely,
, INC.
LC
APPROXIMATE SCALE
1"=80'
BUILDING
ENVELOPE
� � f
1 �
1 �
P2 i
P 1I
' P 3 �,
PROFILE
/ PIT
I, /
POOH
LOT 7
100 782 HEPWORTH - PAWLAK LOCATION OF PERCOLATION TEST HOLES I Fig. 1
GEOTECHNICAL, INC.
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
rrx*_w: 1
PERCOLATION TEST RESULTS JOB NO. 100 782
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MINJINCH)
P-1
53
15
water added
6 1 /2
5 1 /2
1
30
5 1/2
5
112
5
4 1/4
3/4
6 1/4
5112
3/4
5 1/2
5
1/2
5
4112
112
4 1 /2
4
112
P-2
63
15
water added
10
6 1 /4
3 3/4
13
6 1 /4
4114
2
4 1/4
2
2 1/4
10
7 1 /4
2 3/4
7114
5114
2
5 114
4
1 1/4
4
3
1
P-3
59
.15
water added
7 1 /2
5 314
1 314
20
53,14
4 314
1
4 3/4
3314
1
7 3/4
6 114
1 112
6 1/4
5 1/4
1
5 1/4
4 1/2
3/4
4 1/2
3 3/4
3/4
Note: The last two readings were used to determine the average percolation rate.
CHURCH & Associates, Inc.
ENGINEERS & GEOLOGISTS
September 12, 2001
Chris Passero
P.O. Box 5097
Aspen, Colorado 81612
Subject: OWS Design, Proposed Passero Residence
1229 Green Meadow Drive
Lot 8, Sopris Mountain Subdivision
Eagle County, Colorado
Job No. 14409
Mr. Passero,
As requested, we have designed an onsite wastewater system (OWS) for the proposed residence. The
subsurface investigation was performed by HP Geotech on September 29, 2000.
SITE CONDITIONS
The lot is located in a rural residential area in Eagle County, Colorado, where OWS are required. The
proposed drain field area has a 5% slope to the southeast. There is a moderate cover of native grasses.
PROPOSED CONSTRUCTION
A five -bedroom residence is proposed as the location presented on Figure 1. In accordance with the Indi-
vidual Sewage Disposal System (ISDS) regulations, the average sewage loading for a five -bedroom
residence is 750 Gallons Per Day (GPD) and 1125 GPD with a 1.5 peaking factor. This loading includes a
dishwasher, garbage grinder, and washing machine. The residence will be served by the local water district.
SUBSURFACE CONDITIONS
BP Geotech performed a subsurface investigation by digging three percolation holes, 53 to 63 inches deep,
and one profile pit at the locations indicated on Figure 1. Subsurface materials in the profile pit consisted of
6 inches of topsoil underlain by sandy, silty clay to the maximum depth explored of 9 fe N2tes
round water
or bedrock was encountered. Percolation tests indicate percolation rates of 13 t 3t
per inch
(MPI). The average percolation rate is 21 MPI. Percolation data is presented in Appendix
RECOMMENDATIONS
The installation must include a septic tank and four chamber -type drain field trenches, at the locations
presented on Figure 1. The OWS design is based on an average sewage load of 750 GPD and a percolation
rate of 30 MPI. Our OWS design is based on a percolation rate of 30 MPI, as recommended by the EP
Geotech report. The installation must include a 2000-gallon, two -compartment, precast concrete septic
tank, with an effluent filter on the outlet and a total of four chamber trenches using serial overflow
distribution. Each trench must have one row of 10 chambers for a total of 40 chambers. Trenches should be
installed no deeper than 4 feet. The trenches may be moved slightly as to not disturb large trees and to
DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358
303.463.9317 Fax:303.463.9321 EVERGREEN 303.816.1455
LOVELAND 970.663.2124
OWS Design
Job No. 14409
Page 2
preserve as much vegetation as possible, but must be level. If gravity flow cannot be achieved our office
should be contacted for details regarding pump specifications.
We prefer to have a distribution box or flow splitter basin so effluent is directed to two parallel sets of
trenches for full time residency homes. This is not the preferred method per Eagle County personnel. If
you would like a distribution box or flow splitter basin, discuss this with Eagle County.
Movement over the drain field trench during construction should be kept at a minimum to prevent
compaction of the receiving soils. The bottom of each trench must be scarified with a pick, shovel, or
backhoe bucket teeth prior to the addition of dispersal gravel.
OPERATION AND MAINTENANCE
The owner must realize an OWS is different from public sewer service and must assume the responsibility
for maintenance of the OWS. The system is relatively maintenance free, but the owner must have the septic
tanks pumped. In the absence of a monitoring program, the septic tank should be pumped and the effluent
filter cleaned every two years. There are daily considerations, such as not putting plastic or other nonbiode-
gradable material into the OWS. Water use must be monitored so toilets are not allowed to run when seals
malfunction. To illustrate the point, a running toilet can consume in excess of 1000 GPD. A loading of 1000
GPD could flood and irreparably harm the OWS.
The loading from the backwash of a water softener may be harmful to the OWS. A separate drywell should
be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming
pool or spas should not be introduced to the OWS.
LEVIITATIONS
An OWS design requires installation by a licensed contractor. Our investigation, layout, design and recom-
mendations are based on data submitted. If conditions different from those described in this report are
encountered, we should be notified to evaluate the effect on the proposed OWS. If the health department
modifies this design, we should be contacted to evaluate the impact on the performance of the OWS.
All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements,
septic tank construction, and other specifications, which are not depicted in our report, are to conform to
the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of
the Eagle County ISDS regulations and requirements.
If there are questions or if we can be of fiuther service, please call. The project manager is Tim Petz.
Sincerely,
CHURCH & Associates
Edward O. Church, P.E.
EOC/trp/erb
3 copies sent
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ENGINEERS & GEOLOGISTS
October 8, 2001
Chri s. Passero
P.O. Box 5097
Aspen, Colorado 81612
Subject: Revised OWS Design, Propose(
1229 Green Meadow Drive
Post-ir Fax dote 7b71
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pa°ges•
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Phone #
Phone #
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Fax #
Lot 8, Sopris Mountain Subdivision "'=L1 VD
Eagle County, Colorado
Job No. 14409
OCT 1 0 2001
Asir, Passero, EAGLE COUNTY
COMMUNITY ®EYELOP
As requested, we are providing this revised OWS design for the subject, site. The revision 1s on an.
increase in number of bedrooms froin five to seven, from our September 12, 2001 design letter. TIbe
revisions include the addition of a second septic tank and changes to the size and configuration of the
drain field. This letter should be used in conjunction with our original design.
RECONINUNDAXIONS
The upgraded OWS proposal includes a. septic tank and four gravelless chamber -trenches at the locations
presented on Revised Figure 1. The OWS design is based on an average sewage load of 1050 GPD and a
percolation rate of 30 N4PL The installation must include one -nOO-gallon, two -compartment, precast
concrete septic tank with an effluent filter on the outlet and four chamber -trenches, each with 1 row of 14
chambers, for a total of 56 chambers.
The surface of the drain field should be seeded. A. native seed mix should. be used. These mixes do not
require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be
installed over the fields. No landscaping or plastic can be installed over the fields, which dvill reduce
performance of the fields.
LIMITATION- S
An OWS design requires installation by a contractor who is experienced in its installation. Our
investigation, layout, design and recommendations are based on data submitted. If subsurface conditions
considerably different from those described in this report are encountered, we should be notified to
evaluate the effect on the proposed OWS. if the health department makes modifications to this design,
we should be contactedto evaluate the impact on the performance of the OWS.
DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303,660.435,9
303.463.9317 Fax: 303.463.9321 EVERGREEN 303,816,1455
LOVEL.AND 970.663.2124
uct uH ui ui:eup
p.2
Revised OWS Design
Job No. 14409
Page 2
All construction is to be in accordance writh the ISDS regulations, Pipe type and size, burial requirements,
septic tank construction, and other specifications, which axe not depicted in our report, are to conform to
the requirements of the ISDS regulations. The installer of the system is to have demonstrated Knowledge
of the .Eagle County Environmental Health Department ISDS regulations and requirements.
If there are questions or if we can be of further service, please call.
Sincerely,
CHURCH &.associates Inc.
Edward O. Church, P.E.
EQC/trp
2 copies sent, via priority mail
fax copy to Chris Passero, 970-927-5036
fax copy to Eagle County Health Department, 970-328-8755
SCALE
2.877 ACRES 50r
LOT 8$ SOPRIS MOUNTAIN SUBDIVISION
1229 GREEN MEADOW DRIVE
E-AGLE COUNTY. COLORADO
.-CLEANOUT
ROPOSED
T�8EDROOM
RESIDENCE.,,
40 PVC
SEWER LINE
v
eTBAC
OFIL
T1�COMPARTME�Nlj
2000-GALLON]
PRECAST 'CONCRtTE SEPTIC TANK WITH
FILTER ON TVie OUTLET.
jAN EFFLUENT
868 SF OF INFILTRATIVE AREA IN
FOUR GRAVELLESS
CHAMBER -TRENCHES USING SERIAL
DISTRIBUTION. EACH TRENCH MUST
HAVE I ROW OF 14 CHAMBERS FOR A
TOTAL OF 56 CHAMBERS.
LOCATION OF
SITE E PUAN, REVISE®
PERCOLATION HOLES, AND LOCATION FIGURE I
JOB NO. 14409 OF PROPOSED OWS
CHURCH & Associates, Inc.
ENGINEERS & GEOLOGISTS
July 1, 2002
Chris Passero
P.O. Box 5097
Aspen, Colorado 81612
Subject: Installation Observation, Proposed Passero Residence
1229 Green Meadow Drive
Lot 8, Sopris Mountain Subdivision
Eagle County, Colorado
Job No. 14409W
Mr. Passero,
RECEIVED
JUL 0 5 2002
ENVIRONMENTAL
HEALTH DEPARTMENT
As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on
June 26, 2002. The system was designed under our Job No. 14409W, dated September 12, 2001 and
revised October 2, 2002 and October 8, 2002.
The system includes the installation of a 2000-gallon, two -compartment, precast concrete septic tank and
four serially, fed gravelless chamber -trenches. Each trench has one row of fourteen chambers for a total
infiltrative area of 868 square feet. An as -built drawing is included as Figure 1.
The components of the OWS were installed in conformance with our plans and specifications.
If there are questions or if we may be of further service, please call.
Sincerely,
CHURCH and Associates,
Edward O. Church, P.E.
EOC/trp/erb
2 copies sent
Copy to Eagle County Environmental Health Department
DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033
303.463.9317 Fax: 303.463.9321
CASTLE ROCK 303.660.4358
EVERGREEN 303.816.1455
LOVELAND 970.663.2124
WESTERN SLOPE 970.948.5803
2.877 ACRES
LOT S, SOPRI MOUNTAI SUBDIVISION
1229 GREEN MEADOW W11VE
EAGLE C NN, COL DO
C /
I
RESIDENCE
-4" PC/SEWER LINE
/2000-GALLON,
TWO -COMPARTMENT
PRECAST CONCRETE
SEPTIC TANK
3E ATION/VENT PIPES
1" =
860(SF OF INFILTRATIVE AREA lf4 4
RIALLY FED GRAVELLESS
CHAMBER -TRENCHES. EAC RENCF
HAS I ROW OF 14 CHAM S FOR A
TOTAL OF 56 CHAMB S.
TIDRAW NG
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JOB NO.6— 15 S'l
LOCATION
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DATE STARli! //
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DATE COMPLETED
DATE BILLED
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JOB COST SUMMARY
TOTAL SELLING PRICE
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al�s�.-a
TOTAL MATERIAL
10
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TOTAL LABOR
INSURANCE
SALES TAX
1 bQ/� �F%t Owe C1�e n /i t - 7 U,
MISC. COSTS
TOTAL JOB COST
Qk S -
GROSS PROFIT
GL /
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFITI
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JOB FOLDER Product 278
JOB FOLDER
Printed In USA
Recycled Content
10% Post -Consumer