HomeMy WebLinkAbout1207 Hook Spur - 246503200010 - 2075-01ISINDIVIDUAL 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. 2075-01 BP NO. 13571
OWNER: DEAN CAIN PHONE: 310-244-6996
MAILING ADDRESS: 10202 WEST WASHINGTON BLVD,, LEAN BUILDING, SUITE 114. CULVER CITY, CA 90232
APPLICANT: JIM COLOMBO PHONE: 970-925-7806
SYSTEM LOCATION: 1087 HOOKS SPUR RD.. EMMA CO.. 81621 TAX PARCEL NO. 2465-032-00-010
LICENSED INSTALLER: DREAGER EXCAVATING LICENSE NO. 24-01 PHONE: 970-927-3431
DESIGN ENGINEER: HIGH COUNTRY ENGINEERING, ROGER NEAL PHONE NO. 970-945-8676
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE CARETAKER UNIT
2000 GALLON SEPTIC TANK, AND A 1000 GALLON DOSING TANK THAT DELIVERS 250 GALLONS PER DOSE, 5-6 TIMES PER DAY, 2195 SOUARE FEET
OF ABSORPTION AREA CREDIT, VIA A RAISED MOUND SYSTEM, AS PER ENGINEER'S DESIGN REVISIONS DATED 7/10/01.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS, AND DO
NOT INSTALL IN WET WEATHER. USE PVC SCHEDULE 40 PIPE OR DOUBLE ENCASE THE EFFLUENT LINE THAT RUNS UNDER THE ROADWAY AND
PLACE CLEANOUTS EVERY 100 FEET ALONG THE RUN TO THE LEACH FIELD. FENCE OFF THE LEACH FIELD AREA TO PREVENT LIVESTOCK AND
WILD LIFE FROM GRAZING OVER IT. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION
PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING
CERTIFICATE OF OCCUPANCY WILL NOT UrAXIED U E IC SYSTEM HAS BEEN INSPECTED AND APPROVED.
ENVIRONMENTAL HEALTH APPROVAL: DATE: JULY 20, 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 SYSTF,M
IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: 2195 SQUARE FEET (VIA SAND MOUND AS PER ENGINEER'S DESIGN i
INSTALI-ED SEPTICTANK:2-1000 GALLONS IS LOCATED DEGREES AND FEET INCHES
FROM SEE ENGINEER'S AS -BUILT DRAWING FOR SYSTEM COMPONENT C
INSTALLED DOSINGTANK: 1250 GALLONS 1S LOCATED DEGREES AND FEET INCHES
FROM SEE AS -BUILT DRAWING F-0-RGOMPONENT LOCATIONS
COMMENTS: THE FINAL INSPECTION WAS DONE BY WILLIAM CARLSON OF EAGLE COUNTY ENV. HEALTH AND THE
DESIGN ENGINEER ON 10-12-01. THE ENGINEER'S FINAL CERTTFTCATTON AND AS-RIJTL.T DRAWTNG WFRF.
RECEIVED ON 10-30-01. THIS SYSTEM IS LARGE ENOUGH FOR A 4 BEDROOM RESIDENCE,
ANY ITEM NOT MEETING REQUIREMENTS WILL CORREC BC R£ F PPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROV
Sep-27-99 03:35pm From -Earle County Clerk E1 Jebel 9700632396 T-316 P.02/10 F-011
(.Site plan wn Do attacclea) •
ISDS Pe=Lt 0 '20 75-v r
Building Permit #
APPLZC&TXM pa ' Ili MDUAL 98W1[teiB DIBPOBAL SYSTEK PXMT
'gNVIRONNENTAL HEALTH OFFICE. EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-6765/927-3823 (Basalt)
+ PEMT APPLXCATION FEE $46aPERCOLATION TEST FEE $200.00
* MAKE ALL REMITTANCE PAYABLE'rO: "EAGLE COUNTY TREASURER" +
• **f**#�**a*t**fef*e**�r�+eir#t�****��*�*rat*��,�r*t*�*e*:���*********�*,k*ft*:#t
PROPERTY OWWZR: DEAN CA
MIyRG ADDRESS:
APPLICANT/CONTACT,PERSON:
LICENSED SYST94S CONTRACT
NOW. ��'Mmwlvpl
i i4�2PRONE s3VQ ?44-69.96
XN
pi:ioNE:g - 06
PHONE•
CQXPANY/DBA: r` '-'r' S;
c •
PERMIT ApPLICATIQN IS FOR: (x) NEW INSTALLATION ( } ALTERATION ( } REPAIR
ZACATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEK:
Legal Description: SFF nTTAOFiF JT ._ SHF.F -
Tax Parcel Number: `& 2---6 U Lot Size: 35.001 acres
Physical Address:
e -
BQILDING TYPE:. (Check applicable category) ,
(x)'Residential/Single Family Number of Bedrooms
(.) Res idential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* 'type
TYPE OF WATER SUPPLY: (Check applicable category)
(x) Well ( ) Spring ( ) Surface
( ) public Name of Supplier:
*These systeN
SIGNATURE. .Z
AxoUNT PAID: I
1
des
2 4�
by a Registered Professional, Engineer
Date:
RECEIPT 0: r DATE: f i
CHECK: CASHIER:
CVs
Community Development Department
(970)328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: I/www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: July 20, 2001
TO: Dreager Excavating
FROM: Environmental Health Division
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Issuance of Individual Sewage Disposal System Permit No.2075-01. Tax Parcel
# 2465-032-00-010. Property Location: 1087 Hooks Spur Rd., Emma, CO., Cain
caretaker unit.
Enclosed is your ISDS Permit No. 2075-01 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
High Country Engineering, Roger Neal
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
August 14, 2002
Dean Cain
1020 West Washington Blvd., Suite 114
Culver City, CO 90232
Raymond P. Merry, REHS
Director
RE: Final of ISDS Permit #2075-01, Tax Parcel #2465-032-00-010. Property
location: 1208 Hooks Spur Rd., caretaker unit, Emma, CO.
Dear Mr. Cain:
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,
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
HF P-12-2001 1.3: 56 H- H ULU I LCH F . UZIU6
Hepworth-Pawiak Geot"hnlcal. Inc.
5029 County Road 154
echPhorkepaSprings, Colorado 91601
Fhone; 9711945-7988
Fax. 970-945.9454
Octobel 12,1999 hpgeo@hpreotech.com
Chris Cain
c/o Colombo International, Inc.
Attn: Jim Colombo
550 B Cooper Street, Suite 205
Aspen, Colorado 81611 Job No, 198 509-1
Subject: Percolation Test Results, Proposed Septic Disposal Systems, Rock Bottom
Ranch, Hooks Spar Road, Near Basalt, Eagle County, Colorado.
Gentlemen. -
As requested by Deric Walter of High Country Engineering, we have conducted
percolation testing to evaluate the feasibility of infiltration septic disposal systems at the
subject site. The work was done in accordance with our agreement for professional
services to you dated September 13,1999. Hepworth-Pawlak Geotechnical, Inc.
previously conducted a preliminary geotechnical study and a subsoil study for the
proposed residence and presented our findings in reports dated August 12, 1998 and
September 30,1998, Job No's. 198 509 and 198 509-t, respec€ively_
A profile pit and three shallow backhoe pits were excavated in each of the two proposed
leach field areas on September 29, 1999 at the locations shown on Fig. 1. Percolation test
holes were hand dug (about l foot deep by 1 foot in diameter) at the bottom of the
shallow backhoe pits and soaked one day prior to testing. The soils exposed in the
percolation holes and profile pits consisted of about 1 foot of topsoil overlying slightly
silty sandy gravel with cobbles to the profile pit depths of 8 feet_ About 3 feet of silty to
clayey sand was encountered between the topsoil and gravel in Profile Pit 1_
Groundwater was encountered at depths of 3 and 31/2 feet in Profile Pit l and 2,
respectively.
Percolation tests were performed on September 30, 1999 by a representative of
Hepworth-Pawlak Geotechnical, Inc. The percolation tests in the northern field could not
be conducted due to the holes being submerged with water. The percolation test results
for the southern field are summarized in Table I. The percolation test results indicate an
One='C . 7
1-).Z>( M-r Ultultt-m r . k:j—v el..)
Chris Cain.
October 12., 1999
Page 2
infiltration rate of between 7 and 13 inches per inch with an average of 9 minutes per
inch. Based on the subsurface conditions, primarily the shallow groundwater, a civil
engincor should be engaged to design the infiltration septic disposal systems.
if you have any questions or if we can be of further assistance, please call our office.
Sincerely,
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
Jordy Z. Adamson, J P.
Rev By: DEH r 2 � 7 OT
JZA/sd
attachments
cc, High Country Engineering - Attn: Deric Walter
^rnn 4 -1 -rill I M-N.MAMM '- IrM ILI-M« r-kil I I -ni Tl I On.-E, - -7
T£G:303 480 1020
F 0(1?
AUG -05 99 fTHU11 10:30 WRIGHT WATER
08/05/09 THU 00:41 F&X 303 7820390
CDPRE/WQCD
�J 1 1A� E
SP 0-Cn1, L�•rr-�RO1
Jane E. W6n0r+ EXCOAMC 04ecia;
Dedle and id PMCKr,ng and rmpfvrng the hesirt end en Vironment o1 the peopte o(Cororado
A300 Chevy Cteet: Dr. S. Laboratory Ind Radrador Setvices Oi%&ion
i)NWcr, Coiora6o t0246-1330 L1 Lawry ptvs.
Phont G031 692.2CM Ciemer Cd 8021"928
Located ie Ckadsie, Colagdo 003) 692-3090
ht o://www.CdDhestrte.w.v1
August 3. 1999
Mr dean Cain
cJo John Goodman, EsQuirs
Drag SA-60
Beevet Creek CO 81620
Re: Seraon 401 wMer Quaky Cero6carion
Perrnk No. ".19875207
Colo. Cent No. 2790
Dear Mr. Cain:
Tile Water Queft Corm L, Dhislon his re iewatt Me federal t?:ERse ar perms
infarrnabon autunitted related to cer6fteeban for the wAvily described betew. F
the subrnilted information are followed and the attached General Conditions (i
Dtvmion is reasone* assured that Seddon 301. 302. 303, 308 and 307 of th
of the CcAorada Mister Gus* Control FO4 Mini not be violated by this get ty.
F6.:14; 2
�F -COLORADO
C.el4-aJo Depaitmant
of bblic Hdth
anti Envimrimcat
Mood the plane of operation included in
late appllcaNe) are COM9090 with, the
Clean Water Act and applicable sections
An antidegradation ravtaw has she been cempieted as required by the Basit Standards and Methodologiesfar Suffsce
Water a$el� only temporary 31, 1088. This review showed that otemporary Ghang�e LO water quality would [-coin as a result
of this project Thus a* projtatt is certified as deatgned with the 81taetlad Genera[ and Saspttio al Condn6 (where
SP910- e). ti
Description: Discharge fill Material in wetlands to construct a driveway
applicant plans to build a house, a caretaker residence ai
L_=hzn: Senn 3, TP.S. P87W, Eagle County. Colotade.
Weterpourse: Wettands adjacent to the Roaring Fork Rarer.
This awtica6on Was not com%itute a refinqufshment or the Water Quality C
'I" "elan do Water Quetay Contral Act,' or any aubsequen, akarat+ons the
local, atate orfaderot regulations.
Sin sty, •�
0 n Farrow
Frotsuizonal Engineer
WATEER.QUAUTIY CONTROL DIVISION
Attachment
CV. Corps of Engineers, Sacramento District - Sacramento
Corps of Enakeam. Saeraniento District- Grand Jvnction
Northwest Cobrprla Counri of Covernmente - A'►'TN: Robeft Rear
ubn7d, OF, - Stearnboat Sprinas
%&to an upland area on which the
horse barn.
% OMwon's authonty an delineated In
not dow, it futltS or waive any Mar
MEMORANDUM
EAGLE COUNTY ENGINEERING
TO: Colleen Wirth
Community Development Department
FROM: Peter Sulmeisters
DATE: July 2, 2001
RE: BP-13571 Cain Ranch Caretaker's Unit Building Permit
I have reviewed the above referenced files and have made some
comments for the applicant on the attached site plan. With the
attached site plan the engineering Department has no further
comments.
Notes: 1. This review is only for the caretakers unit.
2. Per a telephone conversation with Jim Colombo of Colombo
International Inc. on June 29, 2001, He will be submitting a
revised site plan which reflects the red line comments on the
attached site plan.
Xc: File/CHRONO
Helen Migchelbrink, County Engineer
I11 I\ LL LkJ1:Jl -JV i i awL__iti- .
FAX TRANSMITTAL FORM
DATE: `" Q l
TO: 13: ( ( C_���
FROM:
Number of Pages:
(including this page)
MESSAGE:
The original of this transmittal will be sent by:
HEPWORTH - PAWLAK GEOTECHNICAL, INC_
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945.7988
Fax: 970-945-8464
e-mail: hpgeo@hpgeotech.com
PR6JEOT NO.: e—S I
FAX NO:
Ordinary Mail `M Overnight
Fax Only Other %a
The information contained in this facsimile message is confidential and intended for the sole use of the
individual named above. If you are not the intended recipient, received this communication in error, or if
problems occur with transmission, please notify us at 970-945-7988.
Sent By:
APR-1P-PRR1 THII AP:04PM Tn:Fprl F fallINTY PNV HFAI TH PAGE:1
October 30, 2001
Bill Carlson
Environmental Health Specialists
P.O. Box 179
500 Broadway
Eagle, Colorado 81631
RE: Cain Residence Caretaker Unit ISDS, Eagle County
HCE Project Number 99004.25
Dear Bill:
The final site inspection and project review was completed at the Cain Residence October 12,
2001. Bill Carlson, R.E.H.S. for Eagle County and Matthew Taylor, Field Engineer for High
Country Engineering Inc. (HCE) met on site the morning of the October 12. An agreement that
the system is watertight and will function per the design concludes the design, inspection, and
final acceptance for the Cain Residence Caretaker Unit ISDS.
Please find for your review, the Record Drawing for this project. The Record Drawing will
include any changes made in the installation process for the ISDS pertaining to the Cain
Residence Caretaker Unit.
Thank you for your time and review. High Country Engineering Inc. looks forward to working
with Eagle County in the near future.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Roger Neal
Principal
cc: Jim Columbo
1517 BLAKE AVENUE, SUITE 101, GLENWOOD SPRINGS, COLORADO 91601
Telephone (970) 945-8676 X Fax (970) 945-2555
October 12, 2001
Bill Carlson
Environmental Health Specialists
P.O. Box 179
500 Broadway
Eagle, Colorado 81631
RE: Cain Residence Caretaker Unit ISDS
HCE Project Number 99004.25
Dear Bill:
The Installation of the Individual Sewage System was completed Tuesday August 14, 2001, High Country
Engineering Inc. was on site monitoring project completion and site inspection.The design for this system includes a
1250 Gallon and (2) 1000 Gallon Septic and Dosing Tanks with infiltrators in a bed configuration.
Eagle County Representative, Bill Carlson, Glen Draeger from Draeger Excavating and Matthew Taylor with High
Country Engineering was present on Wednesday August 22, 2001 for discussion and acceptance of the Caretaker
Unit ISDS.
Concerns for the system include a high water table, submerged tanks, and tank flotation.
All tanks are anchored properly. Anchors exceeded 1 c.y. concrete on both sides of the 1250 and 1000 Gal tanks.
Bitchathane and roof tar is applied at all seams and connections. The tar application is heavy and the inside seams
and walls are double grouted.
After one week, a second inspection was performed. A small drip was noticed every three minutes. Eagle County
Health was concerned about the submerged system and High Country Engineering Inc. met on site to discuss the
situation shortly there after. High Country Engineering Inc. and Glen Draeger concluded that the tanks be sealed
again and be cased in concrete. This solution will provide for more anchorage and also allow this system to be
watertight.
Per conversation with Bill Carlson, we have discussed that this solution must be adequate and not allow for any
leakage. After close monitoring consisting of two additional site visits the week of August 27, High Country
Engineering Inc. has concluded this is an efficient means for watertight tanks. No further drips in any tanks and all
corners of the tanks were checked for level.
Eagle County Representative, Bill Carlson and High Country Engineering Inc., Field Engineer will be on site Friday
October 12, 2001 for a final walk thru and acceptance of the Cain Residence Caretaker Unit ISDS.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Matthew Taylor
Field Engineer
1517 BLAKE AVE, SUITE 101, GLENWOOD SPRINGS, COLORADO 81601
Telephone (970) 945-8676 X Fax (970) 945-2555
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PROFILE I o
PIT 1
z
P 3 c>
o
f P i P ?_ 100 YEAR
t � � FLOOD LINE
1
0000 �--
PROPOSED PROFILE
LEACHFIELD PIT 2
P 6
P 4 P 5
'¢n
(TYPICAL) \
RAILRO,
Rom
POND
�
PROPERTY.
s
�Q
'QO
BOUNDARY
9$ 509-1 1 GEOTOECHNICAL, ZINC P RCO ATION pESTILHOLES AND I Fig.
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE
PERCOLATION TEST RESULTS JOB N0.198 509-1
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
(MINANCH)
P-4
26
5
8 1/2
6 112
2
7
6 112
5 112
1
5 112
4 1/2
1
4 112
3 112
1
3 112
2 3/4
3/4
2 314
2
314
P-5
27
5
9
8114
314
13
8 114
7 314
112
7 314
7
314
7
6 112
1/2
6 1 /2
6
112
6
5 518
318
5 5/8
5 1/4
318
P-6
33
5
11 314
10 3/4
1
7
10 314
9 3/4
1
9 314
9
314
9
8
1 -
8
7 114
314
7 114
6 318
718
6 318
5 314
6/8
NOTE. Percolation test holes were hand dug in the bottom of backhoe pits and soaked on September 29, 1999. Percolation tests
were conducted on September 30, 1999. The average percolation rate is based on the last two readings of each test.
�-' Owner Name/Address
Account LAIN, DEAN G.
R047857 CIO PROVIDENT FINANCIAL MANAGEMENT
10345 WEST OLYMPIC BLVD
Year District LOS ANGELES CA 90064
2001 ISCO07
Apr Dist St
O A
aeu c...,.-,, r
I2465-032-00-010
Street No Dir No# HOOK SPUR RD e
Location City Location Zip Acet Type Lagt
EL JEBEL
BACode Owner Id Owner Location Map No
❑ Name El Tax Items:
u Protest (T)
❑
Situs
El Pre/suc
Mobile Auth
❑
Mobile
❑ Remarks
[
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JEJ Tax Sale
Value
[
Condo
❑ Spc Asmt
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❑
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❑ Mines
❑ Control
❑
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❑ Sibling
❑ History
❑
Misc {
❑ Flags
[ PPCertLtr
CAMA (A)
Personal (
Oil and G:
Recording
Imaging
Mill Levy 59.107009 M
Legal Description
SECT,TWN,RNG:3-8-87 TRAC'
Version 'V. Date Time FID Appl New Version
20010410002 ;10-APR-xa0.1 09:04 AM C LAMA 20.010413000
TYPE ACTUAL ASSD ACRES SQ FT
AGRICULTURAL 2,51 _ 730i 35.002
AL
2,51 1 7301 35.0021 1 In
Queries
STRE>T Y
2075-01 Tax 42465-032-00-010
JOB NAME. 1087 Hooks Spur Rd CAIN
Emma CARETAKER UNIT
JOB NO. LL /3J-7
LOCATION
BILL TO
DATE TARTED
DATE COMPLETED
DATE BILLED
`L E
Cl.L
W
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e
so �o
ads s', A pp, e,2, Ai�
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JOB COST SUMMARY
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TOTAL SELLING PRICE
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1 �' J
r i ' �� / 1
T T�L MATERIAL
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TOTAL LABOR
INSURANCE
ZOd 1
,3 -Or S r� 4 4 , �U /'
SALES TAX
MISC. COSTS
U
TOTAL JOB COST
GROSS PROFIT
$- I S -r�
�r , • �i �,r� (<5 44a z C.>wr j, /1i0—,
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER
10--10=1
11-t9-C21
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