HomeMy WebLinkAbout140 GH Daniels Blvd - 211103101003INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631
Telephone:328-8755 BP-10329 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1625
Please call for final inspection before covering any portion of installed system.
OWNER:rPnrga nani al s PHONE: (970) 524-501 0
MAILING ADDRESS: 19775 Hwy 6 City: GV G„m Staie: f ) Zip: 91617
APPLICANT: Game PHONE:
SYSTEM LOCATION: 19775 1JwV 6, Gy sUm, CO TAX PARCEL NUMBER: 21 1 1—011=00-1101
LICENSED INSTALLER: VanderwalkerCOnstrUCtinn, Roh Vanriprw21kPr LICENSENO: 20-96
DESIGN E NGINEER OF SYSTEM: Wright Water Fnginpers, Tnr Michael T Frion, P.R.
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
2-12 50-GALLON SEPTIC TANKS, in addition to a 300 gallon grease trap for the car wash.
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 1495 SQUARE FEET OF TRENCH BOTTOM. via 48 infiltrators as per design.
SPECIAL REQUIREMENTS: Remove bqfflp from the first tank in order to m et 1-bp renitirPmPnt of at least
1/2 of the total vobimp rapacity in the first compartment Tnst ll as per engineer's de
sign dated 8-9-96, with revision indicating new location- Engineer certificatinn nepdpd
for final inspection
ENVIRONMENTAL HEALTH APPROVAL: DATE: August 19,1996
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 CAUSE FOR 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: 1495 SQUAREFEET. via 48 infiltrator Units as per design
INSTALLED SEPTIC TANK: 2-1 25n GALLON DEGREES FEET FROM _See site plan for !peat -ion
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY X YES NO
COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: X YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS:
An aciditional permit will be required for- phase TIT, of the development -
ENVIRONMENTAL HEALTH APPROVAL: DATE: 1'
ENVIRONMENTAL HEALTH APPROVAL: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
APPLICANT / AGENT:
OWNER:
PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK #
(Site Plan MUST be attached)
ISDS Permit # % oC J `- l�
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
*
* MAKE ALL REMITTANCE.PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: GEoI
MAILING ADDRESS: f Z
PHONE : (`/?G) Sty 3 a/o
APPLICANT/CONTACT PERSON; �Yn.e J C. 10!Z PHONE: ( )
MAILING ADDRESS:
LICENSED ISDS CONTRACTOR: 60 V4Aeyr- /(.<
COMPANY/DBA: VA6,2al-41KEA ,c-4y!T1-kADDRESS:
PHONE: (
PERMIT APPLICATION IS FOR:- f New Installation ( ) Alteration ( ) Repair
***************************************************************************
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit # Z O 3 2�E ( if known)
Legal Description: Subdivision: Filing:_Block: Lot No.
Tax Parcel Number: 3- L- v c --c/ -g2 Lot Size: _� S
Street Address: ( Z7 S (,0 'g-( (6 3
BUILDING TYPE: (Check applicable category)
( ) Residential/Single Family
( ) Residential/Multi-Family*
(Xj Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
Number of Bedrooms
Number of Bedrooms
Type g-s� o �t
*These systems require design by a Registered Professional Engineer
SIGNATURE: �'� �� Date: -)/lam G _
TO BE COMPLETED BY THE COUNTY _
AMOUNT PAID : /, . o-V RECEIPT # : 'DATE:
CHECK # : CASHIER:
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
November 21, 1996
George Daniels
12775 Hwy 6
Gypsum, CO 81637
RE: Final of ISDS Permit No. 1625-96, Tax Parcel #2111-031-00-001.
Property location: 12775 Hwy 6, Gypsum, CO.
Dear Mr. Daniels:
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
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 328-8755.
Sincerely,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL:Information Brochure
Final ISDS Permit
cc: files
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
Date: August 12, 1996
TO: Vanderwalker Construction
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
FROM: Environmental Health Division
RE:. Issuance of Individual Sewage Disposal System Permit No. 1625-95. Tax
Parcel # 2111-031-00-001. Property Location: 12775 Hwy 6, Gypsum,
CO., Daniels property.
Enclosed is your ISDS Permit No. 1625-96. It is valid for 120 days. 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.
Systems designed by a Registered Professional Engineer must be certified by the Engineer
indicating that the system was installed as specified. Eagle County does not perform final
inspections on engineer designed systems. Your TCO will not be issued until our office
receives this certification.
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.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
Wright Water Engineer's, Inc., Michael Erion, P.E.
Water Engineers, Inc.
818 Colorado Ave.
P.O. Box 219
Glenwood Springs, Colorado 81602
(970) 945-7755 TEL
(970) 945-9210 FAX
(303) 893-1608 DENVER DIRECT LINE
July 19, 1996
Ms. Missy Trujillo
Eagle County Environmental Health
P.O. Box 179
Eagle, Colorado 81631
RE: Daniels Property — ISDS
Dear Ms. Trujillo:
As a follow up to our conversation on July 18, 1996, this letter clarifies the proposed
improvements and provides additional information on setbacks from the leachfield to the
Stremme Gates Ditch, Eagle River, "filtration pond," and potable water line.
The proposed construction includes 48 infiltrators as described in the text of our July 10, 1996
letter report. The note on Figure 3 (attached) has been revised for 48 units. The proposed
construction would serve all of Phase I and Phase II.
The setbacks from the leachfield to various water structures is given below.
Proposed
Regulatory
Setback
Setback
• Eagle River
350 feet
170 feet *
• Stremme Gates Ditch
125 feet
170 feet *
• "Filtering Pond"
50 feet
None
• Potable Water Line
45 + feet
25 feet
* Includes additional 8 feet/100 gallons over 1,000 gallons per day.
Although the Stremme Gates Ditch is closer than the recommended setback, it is the opinion of
Wright Water Engineers (WWE) that the Daniels ISDS will not adversely impact the water
quality of the ditch. As shown in the attached sketch labeled Figure 5, the ditch elevation is
such that the percolating effluent would not be intercepted.
DENVER (303) 480-1700
DURANGO (970) 259-741 1
BOULDER - (303) 473-9500
Ms. Missy Trujillo
Eagle County Environmental Health
July 19, 1996
Page 2
The "filtering pond" label on the base map is actually a dry stormwater infiltration pond which
includes a filter media of sand and filter fabric for "treatment" of the stormwater. It is our
understanding that there is no setback requirement for this structure.
By reference herein to WWE's July 10, 1996 letter report, this letter and attachments, along
with the report, represent our design for the system.
Please call if you have any questions.
Very truly yours,
RE
��'�' '"j • s F 1 WRIGHT WATER ENGINEERS, INC.
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sSioNA�-Water Res2tces Engineer
MJE/dlf
931-132.000
Attachments
cc: George H. "Jody" Daniels, III
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WRIGHT WATER ENGINEERS, INC.
2490 West 26th Ave. — Suite 100-A
Denver, Colorado 80211-4208
Tel. (303) 480-1700
Subiect
Date '7 Sheet _L_ of
Proj. No.
Proj. Name Dc„1%,--15 ssDs
Des. By AilJ-lf-- C kd. By
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Wright Water Engineers, Inc.
818 Colorado Ave.
P.O. Box 219
Glenwood Springs, Colorado 81602
(970) 945-7755 TEL
(970) 945-9210 FAX
(303) 893-1608 DENVER DIRECT LINE November 18, 1996
Ms. Missy Trujillo
Eagle County Department of Public Health
P.O. Box 179
Eagle, CO 81631
RE: Daniels ISDS Permit No. 1625-96
Dear Ms. Trujillo:
This letter presents our construction completion report and as -constructed sketch for the ISDS
system installed by Vanderwalker Construction on the Daniels property located at 12775
Highway 6 near Gypsum, Colorado. The design for the system is included in Wright Water
Engineer's (WWE's) July 10, 1996, July 19, 1996, and August 9, 1996 letter reports. The
ISDS system was approved in Permit No. 1625-96.
Construction of the ISDS for the Daniels property under Permit No. 1625-96 is generally in
accordance with the approved plans and specifications. Michael Erion observed construction on
September 6, 9, and 11, 1996. As shown on the attached Figure 1, an additional 300 gallon
oil/sand separator was installed to ensure proper function of this treatment component for the
car wash facility.
Please call if you have any questions or need additional information.
Very truly yours,
F,
<� WRIGHT WATER ENGINEERS, INC.
t L p By: Ar zi
.,
Michael J. E n, P.
Water Reso ces Engineer
MJE/dlf
931-132.000
Attachment
cc: George H. "Jody" Daniels, III
Dale Foster, Eagle County Building Department
DENVER (303) 480-1700 DURANGO (970) 259-741 1
heed C�i�o�� fx?� Olen
,Pv� SSG r s vol� .
BOULDER - (303) 473-9500
AM -09' 96 (FRI) 15:25 WRIGHT WATER GLNWOOD TEL:9 i09459210 P. 001
"Wright Water Engineers, Inc.
..xienwaoa apnngs unice
818 Colorado Avenue, P.O. Box 219
Glenwood Springs, Colorado 81602
Denver Direct (303) 893-1608
Tel. (970) 945-7755
Fax (970) 945-9210
To:
Fax Number:
Total Pages Including Cover
job Number.
FAX TRANSAUSSION
1'xviilEGED AND CONFIDENTIAL information intended only for the tine of the
addressee(s) named above. If the reader of this message is not the intended recipient or the
employee or agent responsible for delivering the message to the intended recipient(s), please note
that any dissemination, distribution or copying of this communication is strictly prohibited.
Anyone who receives this communication in error should notify us immediately by telephone
and return the on " al Message to us at the above address via the U.S. Mvl..
Comments:
Please c;41 Diane at (970) 945-7755 if you do not receive all pages.
Denver Durango
(303) 480-1700 (970) 259.7411
AUG, -09' 96 WRI) 15:26 WRIGHT WATER GLNWOOD TEL:9709459210 P. 002
Wright Water Engineers, Inc.
818 Colorado Ave.
P.O. r3ox 219
C,Iriwood Springs, C'olnnao 8 f 602
1970J 945-77G5 IL
(910) 995-9210 FAX
(303) 893 1608 DENVER DRECf UNE
August 9, 1996
VIA FAX (970) 328-7185
Ms. Missy Trujillo
Eagle County Department of Public Health
P.O. Box 179
Eagle, Colorado 81631
RE: Daniels ISDS Application — Stremme Grates Ditch Setback
Dear Ms. Trujillo:
At the request of George H. "Jody" Daniels, we have relocated the proposed absorption trenches
rather than lining the ditch to address the County's concern regarding setback from the Stremme
Gates Ditch. The proposed location shown on the attached revised Figure 3 is at least 170 feet
from the Stremme Gates Ditch..
Please call if you have any questions.
Very mly yours,
< WRIGHT WATER ENGMERS, INC.
4 Michael J. Erion, M.
Water Resource Engineer
MJE/dlf
931-132.000
AtLachmem
cc: George H. "Jody" Daniels, TYt
UENVER (303) 48D-1700 DURMG0 (970) 259.74i I GoLiLLDER - [202) 913-95UU
AU%.-09'96(17RI► 15:26 WRIGHT WATER GLNWOOD TEL:9709459210 P.003
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Wright Water Engineers, Inc.
818 Colorado Ave.
P.O. Box 219
Glenwood Springs, Colorado 81602
(970) 945-7755 TEL
(970) 945-9210 FAX
(303) 893-1608 DENVER DIRECT LINE
July 10, 1996
George H. "Jody" Daniels, III
P.O. Box 1914
Eagle, Colorado 81631
RE: ISDS for Car Wash/Office/Warehouse Facilities
Dear Jody:
At your request, Wright Water Engineers (WWE) developed a design for an ISDS system to
serve the proposed car wash, office space, and warehouse space on your property near the Eagle
County Airport. This letter report presents the wastewater demands, percolation tests, and
system components.
PROJECT
Based on the plans provided to us prepared by Rich Architectural Designs, Inc. dated
February 5, 1996, the proposed project to be served includes a car wash, approximately 3,060
square feet of office space, 5,000 square feet of warehouse, and a future recycled water car
wash to replace the existing car wash. The project is proposed in three phases.
12_ e
• Phase I - Car wash, 1,140 square feet office, and 1,000 square feet warehouse.
• Phase II - 4,000 square feet warehouse and recycled water car wash. I L. Zoo)
• Phase III - .1,920 square feet office.
The project location is shown on Figure 1.
WASTEWATER FLOWS
The wastewater demands are based on typical values for office space found in Wastewater
Engineering by Metcalf and Eddy. The conservative estimate of 25 gallons per day per
employee was used. Based on Uniform Building Code regulations, the number of employees
was estimated at 1 per 100 square feet for office space and 1 per 500 square feet for warehouse
space.
DENVER (303) 480-1700 DURANGO (970) 259-741 1 BOULDER - (303) 473-9500
George H. "Jody" Daniels, III
July 10, 1996
Page 2
Water requirements for the car wash are estimated at 12 gallons per car based on data you
provided. You have indicated that the average use is 50 cars per day during the peak seasons.
Based on the above criteria, the average daily flow is`'eptimated a 1,650 . allons per day (gpd) �
ncluding 975 gpd for Phase I, 200 _ r Phase Ii1 wand 475 gpd for Phase II1dVThe design
flow is 1.5 times the average flow or 2,500 allons per day. The flow estimates for each phase 0
are given in Table 1.
SEPTIC TANK
Based on the crite Vig
of 30 hours detention time for the design flow the minimum septic tanke'
volume required i 3,125 gallons including 1,850 gallons for Phas , 375 gallons for Phase IId'�,"`ti'
Yand 900 gallons for Phase III. It is proposed to initially install two 1,250-gallon tanks which
would be adequate for Phase I and Phase II. An additional 625 gallons would be required for ,n_:.t
--
Phase III..:.
The car wash wastewater will require a 300 gallon minimum oil and grease separator/sediment
F'
basin prior to discharge to the septic tank. The office/warehouse wastewater will be from�4
restrooms and drinking fountains and will not require any pre-treatment.
PERCOLATION RATE AND SOILS
3
WWE conducted percolation tests and observed a soil profile hole on May 30, 1996. The
percolation test indicates an average rate of 18 minutes per inch. This percolation rate is within
the range for a conventional absorption system. The percolation test data sheets and location
map (Figure 2) are attached.
The soil profile includes topsoil in the first 18 inches, clayey sand to 4 feet, and sandy gravel
below 4 feet.
ABSORPTION TRENCH
Based on the design flow and percolation rate, the minimum required absorption area is 2,100
square feet. It is proposed to use a graveless trench with an infiltrator type unit. The trenches
would be a maximum of 100 feet and spaced a minimum of 6 feet apart. The trenches are
proposed to have a serial distribution pattern. The infiltrators will be approximately three feet
deep.
George H. "Jody" Daniels, III
July 10, 1996
Page 3
Allowing for a 50 percent reduction using a graveless trench infiltrator system, the minimum
required area is 1,050 square feet. This would require 68 standard sized infiltrator units
including 40 for Phase I, 8 for Phase II, and 20 for Phase III. It is proposed to install 48 units
(3 rows). This will be adequate to serve Phases I and II.
Each trench will require a 4-inch vented inspection portal at the end of the row. Each row must
be constructed at a level grade. Adjacent rows can be at the same grade or lower than the
previous row.
The system layout is shown on the attached Figures 3 and 4.
WWE is available to provide construction observation for the project.
Please call if you have any questions or need additional information.
Very truly yours,
WRIGHT WATER ENGINEERS, INC.
By:
C.
Michael J. Er' , P.E.
Water Resou ces Engineer
MJE/dlf
931-132.000
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wrignt water rngineers, 1nL.
DENVER OFFICE GLENWOOD SPRINGS OFFICE F d Z
2490 West 26th Ave., Suite 100 A 818 Colorado Avenue
Denver, Colorado 80211 P.O. Box 219
FAX (303) 480-1020 Glenwood Springs, Colorado 81602
(303) 480-1700 FAX. (303) 945-9210
Denver Line (303) 893-1608
(303) 945-7755
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SOIL DESCRIPTION AND DRILILING CONDITIONS
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VISUAL CLASSIFICATION OF PROF!LE HOLE:Elie L<;C,
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Wright Water Engineers, Inc.
%aLenwooa zoprings v'ttice
819 Colorado Avenue, P.Q. Box 219
Glenwood Springs, Colorado 81602
Dcnvcr Direct (303) 893-1608
Tel. (970) 945-7755
Fax (970) 945-9210
FAX i1iANSmIsSION
r 5_5 ,
Tn_ r t l From-
Fax Number: -- l A,3 Date.
Total Pages Including Cover: 5 Jab Nuutber: o�.irJS —TS.%
P11vL 4%_jiNri tiN 1 L'1L information intended only for the use of the
addressee(s) named above. If the reader of this message is not the intended recipient or the
employee or agent responsible for delivering the message to the intended recipient(s), please note
that any disseminadon, distribution, or copying of this oommunication is strictly proltibit' +d.
Anyone who receives this communication in error should notify us immediately by telephone
and return the origixW message to us at the above address via the us. Mail.
Comments: JV
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Please call Diane at (VO) 945-7755 if you do mvt receive all pages.
.Deaver
(30,3) 480.1700 17tsrangv
(970) 259-7411
s
.)&�0 r IOD r .-02
Inc.
818 Cororaao Ave.
F. L j. BOX 219
GlCrrwOpl7 Spriggs, Colpr �C�� F.i 1 602
(970) 945-7755 TEL
(970) 945-97- IQ FAX
(30) 893••1 b08 DENV1r? DIRECT LINE
Iuly 19, 1996
Ms. Missy Trujillo
Eagle County Environmental Health
P, O, Box 179
Eagle, Colorado 81631
RE. Daniels property ---- ISDS
Dear Ms- Trujillo.,
As a follow up to our conversation on July 18, 1996, this letter clarifies the proposed
improvements and provides additional information on setbacks from the Ieachfield to the
Stremme Gates Ditcb, Eagle River, "filtration pond," and potable water Ririe.
The proposed construction includ 4 fr trators as described in the text of Our July 10, 1996
letter report. The tote on Figure 3 (attached) has been revised for 48 units. The proposed
(:OnstIUt OM would SCPve all of phase I and Phase 11.
The setbacks from the leachfield to various water structures is given, below.
Proposed
Regulaimy
Setback
Setbac
+ Eagle Riven
350 feet
feet
• Stremme Gates Ditch
125 feet
.170
170 feet *------V-
+ "Filtering pond"
50 feet
None
* Potable Water Line
45+ feet
25 feet
* Includes additional 8 feet/10p gallons over 1.,000 gallons per day,
Although the Stremme Crates Ditch is closer than the recommended setback, it is.the opinion of
Wright Water Engineers ('17VWE) that the Daniels ISDS will not adversely impact the water °
quality of the ditch. As shown in the attached sketch labeled Figure 5, the dkh elevation is
such dal the ptatolating effluent would not be i.nterceptea.
DENVER (303) 480•1700
DURMNGQ (970) 259-741 1
BOULDER- (303) 473-95DO
P. 03
Ms. Missy Trujillo
Eagle County bEnviromnental Health
July 19, 1996
Page
The "filtering pond" label on the bast mp is actually a dry stormwater infiltration pond which
includes a filter media of sand and filter fabric for "treatment" of the storruwater. It is our
understanding that there is no setback requirement for this structure.
By reference herein to WWE's July 10, 1996 letter report, this letter and attackwnts, along
with the report, represent our design for the system.
Please call if you have any questions.
Very truly yours,
4 i-
� W IGHT RATER ENGINEERS, INC.
" i-E 2 9
• / .•
��?o - Michael J. n, P. E.
Water Res9ftes Engineer
Ma►Erdlf
931-132,000
Attachments
cc: George H. "Jody" Daniels, III
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2490 West 26th Ave. — Suite 100-A Proj. No. Sheet_L_of_.
Denver, Colorado 80211-4208 Prof. Namc ics& Z=5-
Tel. (303) 480-1700 Des, By-JdJ�E Clad. By
Subject
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TOTAL P.O5
1625-96 Tax# 2111-031-00-001 1
JOB NAME . 12775 Hwy 6 DANIELS
Gypsum, CO CAR WASH
2AAiuAt4_107
JOB NO. ) -2-
13f
OB LOCATION
BILL TO
DATE START D
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DATE COMPLETED
DATE BILLED
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JOECCOST SUM14ARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
INSURANCE.
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 278 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A.
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