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HomeMy WebLinkAbout204 Forest Service Rd 425 - 219532400006INDIVIDUAL 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. 2204-02 BP NO. 14302 OWNER: BARB & DICK WENNINGER PHONE: 262-821-4117 MAILING ADDRESS: 855 W DEAN STREET, RIVER HILL, WI 53217 APPLICANT: GART KENDALL PHONE: 970-904-0756 SYSTEM LOCATION: 14000 GYPSUM CREEK RD., GYPSUM, CO TAX PARCEL NO. 2195-324-00-006 LICENSED INSTALLER: SPIEGEL CONSTRUCTION, CHRIS SPIEGEL LICENSE NO. 65-02 PHONE: 970-524-7148 DESIGN ENGINEER: CHURCH & ASSOCIATES, INC., ED CHURCH PHONE NO. 303-463-9317 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE 4 BEDROOM MAIN RESIDENCE 1500 GALLON SEPTIC TANK, 744 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 24 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL INSTRUCTIONS: INSTALL IN SERIAL DISTRIBUTION AS PER ENGINEER'S DESIGN REVISIONS DATED 7/9/02 WITH A CLEAN -OUT 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. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRON- MENTAL HEALTH AND THE DESIGN ENGINEER FOR THE 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 BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND OVED 1001 ENVIRONMENTAL HEALTH APPRO DATE: JULY 18, 2002 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: 744 SQUARE FEET (VIA 24 INFILTRATOR UNITS AS PER DESIGN ) INSTALLED CONCRETE SEPTIC TANK: 1500 GALLONS IS LOCATED 150 DEGREES AND _3 FEET_3 INCHES FROM THE CLEAN —OUT ON THE SOUTH SIDE OF THE HOUSE TO THE LID OF THE FIRST COMPARTMENT. COMMENTS: THE FINAL INSPECTIONS WERE DONE BY RAYMOND P. MERRY OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER ON AUGUST 22, 2002. THE ENGINEER'S FINAL CERTIFICATION AND AS —BUILT DRAWING WERE RECEIVED ON SEPTEMBER 11, 2002. THIS SYSTEM IS LARGE ENOUGH FOR 4 BED— ROOMS ANY ITEM NOT MEETING REQUIREMENTS WILL BE.CORRECTED BE RE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: SEPTEMBER 12, 2002 ' lMomplete Applications Will (Site -Plan MUST be attached) NOT Be Accepted ISDS Permit # 02,2- 0q✓0� Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax .-(970)328-0349, E1 Jebel (970)927-3823 **************************************************************************** * FEE.. SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT. --OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 * MAKE ALL._REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: 9� ' �fi3'Z11 MAILING ADDRESS: S �� L�k� � �k t WA— PHONE ._ �-- k\1 APPLICANT/CONTACT PERSON�_,,C,c�\K.F� .PHONE -LICENSED SYSTEMS CONTRACTOR: C_�„y� PHONERYJ±24"_148 COMPANY/DBA : a ADDRESS : PERMIT APPLICATION IS FOR:>< NEW INSTALLATION ( ) ALTERATION (.) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: +�, Legal Description: 1 \ 1 V4�{ C� US lam. �oli'���1 Tax Parcel Number: Lot Size: Qk� Physical Address: k (--A: SEA!? BUILDING TYPE: (Check applicable category) .�%l Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Number Number Type _ of Bedrooms. T of Bedrooms *These systems require design by 'a Registered Professional Engineer TYPE OF Pd APPLICANT WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface Public Name of Supplier: SIGNATURE : �� ( �' Date: AMOUNT PAID: , �� —` RECEIPT #-: -: DATE: L b 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 Date: July 18, 2002 TO: Spiegel Construction FROM: Environmental Health Division Raymond P. Merry, REHS Director RE: Issuance of Individual Sewage Disposal System Permit #2204-02. Tax Parcel #2195-324-00-006. Property Location: 14000 Gypsum Creek Rd., Gypsum, CO., Wenninger residence. Enclosed is your ISDS Permit #2204-02, 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 & Associates, Inc., Tim Petz OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS September 3, 2002 Dick Wenninger 14,000 Gypsum Creek Road Gypsum, Colorado 81637 Subject: Installation Observation, Proposed Wenninger Residence Parcel A, 65.05 Acres, Part of S32, T6S, R86W Eagle County, Colorado Job No. 14445W Mr. Wenninger, As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on August 22, 2002. The system was designed under our Job No. 14445W, dated October 24, 2001 and revised July 9, 2002. The system includes the installation of one 1500-gallon, two -compartment, precast concrete septic tank with an effluent filter on the outlet and two gravelless chamber -trenches. Serial distribution was used. The trenches had one row of 12 chambers each fora total infiltrative area of 372 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" & Associates, Inc. Timothy R. Petz Project Manager TRP/erb Reviewed by Edward O. Church, P.E. 2 copies sent Copy to Ray Merry at Eagle County Health Department Koechlein Consulting Engineers, Inc., Attn: William Houlette 12364 West Alameda Parkway, Suite 115 Lakewood, Colorado 80228 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 WESTERN SLOPE 970.948.5803 d W a U1J uc ua : _rca - lo. 2 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS July 9, 2002 Koechlein Consulting Engineers, Inc. Attn: William Houlette 12364 West Alameda parkway, Suite l 15 Lakewood, Colorado 80228 Subject: Subsurface liav"gation and Revised OWS Design, Wenninger Residence and Caretaker Unit Parcel A, 65.05 acres Part of S32, T6S, R86W Eagle County, Colorado Job No. 14445 Mr. Houlette, As requested, we investigated subsurface conditions and designed separate onsite wastewater system (OWS) for the proposed residence and caretaker unit. The subsurface investigation was performed on 'September 21, 2,001. SM CONDITIONS The lot 4s located m a rural residential area in. Eagle Count),, Colorado, wheae OWS are mq*,ed The proposed drain field areas have a 20% - 25% slope to the east. There is a moderate cover of native grasses, sagebrush, and scrub oak with scattered aspen trees. PROPOSED CONSTRUCTION' A four-bedrom residence and a two -bedroom caretaker unit am proposed at the locations presenter) �on Figures 1 through 3. In accordance with the Individual Sewage Disposal System (1SDS) regulations, the average sewage loading for a four -bedroom residence and two -bedroom caretaker unit. are 600 gallons per day (GPD) and 300 GPD respectively, with 1.5 peaking factors of 900 GPD and 450 GPD. This loading includes a dishwasher, garbage grinder, and washing machine. The structures will be served by a well located 100+ feet from each drain field SUBSURFACE CONDITIONS A subsurface iffv-estigation included drill* -six pmrcolation holes 21 to 324nehes deep and two proffle holes at the locations indicated on Figures 2 and 3. Subsurface materials in Profile Hole 1 consisted. of 1 foot of topsoil underlain by -sandy, clay to the maximum depth explored of 8 feet. S ubs ufface rcraterWS in the Profile Hole 2 consisted of 1 foot of topsoil underlain by sandy, clay to clayey sand with angular rock fragments to the maximum depth explored of 3 feet. No ground water or bedrock was encountered.. DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303-660.4356 EVEFGREEN 303.616.1455 303.463.9317 Fax: 303,463,9321 LOVELAND WGAGIM4 WESTERN SLOPE 9%0.946.5603 Jul uzi ue uu:gca p.3 Subsurface Investigatioas and OWS Designs Job No. 14445, 7/9102 Page 2 Percolation tests indicate percolation rates of 13 to 20 minutes per inch (MPI). The average percolation rate is 16 MPI. Percolation data is presentee) in Table 1. RECOl►3NMNDATIO-NS I lie residence OWS imiallafim includes a septic tails and two chamber -type drain field trenches, at. the locations presented on Figure 2. The OWS design is based on an average sewage load of 600 GPD and a percolation rate of 16 MP1 The installation must include a 1500-gallon, two-comparirneM precast con- crete septic tank, with an effluent filter on the outlet and two chamber -trenches, each with one row of 12 chambers, for a total of 24 chambers with serial distribution. The caretaker unit OWS installation unit a septic tams and one chamber -type drain field trench, at the locations presented on Figure 3. The design is based on an average sewage load of 300 GPD and a percolation rate of 16 MPI. The installation must include a 1000-gallon,-hvo-coinpartment, precast concrete septic tank, with an effluent filter on the outlet and one chamber -trench with 12 chambers. Trenches should be installed no deeper than 4 feet. The trenches may be moved slightly to not disturb large trees and to 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. Movement over the drain Meld trenches during construction should be kept at a minimum to minimize 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 tht chambers. OPERATION AND MAINTENANCE The,inner must reahzt an {3WS is different from public. sewer service and must assume the responsi- bility 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 tar* should lie pumped and the effluent filter cleaned every two years. There are daily considerations, such as not putting plastic or other nonbiodegradable 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 comune 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 instOed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. UNHATIONS An OWS design requires installation by a licensed contractor. Our investigation, layout, design and recommendations are based on data. submitted. If conditions different from those described in this report are encountered, we should be notified to evaluate the effoU on the proposed OWS. If the health depart- ment 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 systern is to have demonstrated knowledge p.4 Subsurfam investigations and OWS Desigm Job No. 14445, 7/9/02 Pap 3 of the County fSBS regulations and requirements. If there are questions or if we can be of fuTther service, please call. The project manager is Tim Petz. Sincerely, CHURCH & Associates ryryy p ��.e Edward O. Church, P.E. : r: s� ,, 4 -AL EOC/trp/erb 3 copies sent . ul U.3 Ur- UM; -td--Cl uu 8 C.4 Cl) V QSZ 0 C) =) -3 of a: UJ 0 UJ LU CP I-- Cli Ll I LL tr Oo< 0 z 5 CL ui uu aic ua: T.Ja SCALE PARCEL A, 65.05 ACRES 1 ° _ 50' PART OF 832, T6S, R85W EAGLE COUNTY, COLORADO ; , . t - ., iE.XyST NG Y! ,RT `, \ Xt"P;OXIr ,�aTc L: CATIQN Or ( 4 PRGPO'S 4-BEDR00,1 I RESIDENCE `. "'LEANOUT� } / 1500-GALLON, 1qC-CCMPAMENT, PRECA-ST CONCR(=-('E SEPTI�'�".ANK CD. WI T KAN EFFL_UE[\]T FILTCR ON THJUTI_ET. co r j _ —_4-''PVC SEIaJER Lft�F ly 572 SF:OI= iFV f!_TR4kTIVF AREA rN !! �� �_ GRAVEI_LES`S CHAMBER-TRENCHES. -F;,C REl� CH MUST HAVE I Row 1 - OF 12 CI-IMI11BERS FOR A TOTAL OF, -HAI�I�ERS. 4r 5 MAIN RESIDENCE SITE PLAN, LOCATION OF PERCOLATION HOLES, AND .SOB NO. 14445 LOCATION OF PROPOSED OWS FIGURE 2 P• 7 PARCEL A, 65.05 ACRES PART OF S32, T6S, R86W GARFIELD COUNTY, COLORADO SF OF INFILTRATIVE N IN I GRAVELLESS 64$ER-TRENCH. THE t :MLIST HAVE I ROW CARETAKER SITE PLAN, LOCATIONOF PERCOLAMON HOLES, AND LOCATION JOB NO. 14445 OF PROPOSED OWS SCALE 111 = 50 r FIGURE 3 uc uu s -r.aa p.8 1'] r P vk ao A� inr :r 'ra.7 h w V a �r mr �. SZs F w 9 U J- �v sI � ZISFr �Rffil 8 �a y a H `r°Y Ica w x:9 z U r�+ W Ei rot P— a m U.� B a in V) I m if ;7 I Cs l 2 �in � DR C.)N�zE inn W HIO1x11 z z XW5 1 < n;zt V .� ti � ...a a � wig I I R� .r d 0� O � Z to a Jul U:J U"d UU: 44a w va y V � FL CL W W 111 l3J H Q F5 L Ui W CL F- �LU F-- g o .ee o �[ or tPF- Ca.7 U- IL W f-- a q w E `_ EEL ra o a = v E" n' IZP = 0 -V 9 #a°� L is fn CT .,. l I o ` yam- ;e � b U.I. cr L1. to r-) ca N � V � G � C � C7 a 7�h *4k4a fl o z Rvm m a i°C {� 0 -3 Jul -i "1 uki.4am TABLE 1 - PERCOLATION TEST RESULTS Parcel A, 65.06 Acres DATE OF TEST; 10110/0/ Part of S32, T6S, R86W Garfield County, Colorado feet desc Nption PRO .1; a -1 Topsoil, rootzone 1 - 8 pay, sandy, Stitt, moist, red/brown NO GROLII UVVA I tm WP.Z-) GIw+VueY 1 [:n�.� rr. .�• - AVG. DEPTH TIME DEPTH DEPTH CHANGE, INTERVAL. PERC. HOLE HOLE OF INTERVAL, START, END, (INCHES) RATE PERC NUMBER HOLE, (MINUTES) (INCHES) (INCHES) (MPIj RATE, n- rj('*w 9i Imph 29 30 22.50 28A0 5.50 5 30 11.50 20.00 8.50 4 30 20.00 25.75 5.75 5 30 9.00 12.75 3.75 8 3a 12.75 14.75 2.00 15 15 2 21.75 30 12.25 21.00 8.75 3 30 10.50 18.50 8.00 4 30 8.00 14.25 6.25 5 30 14.25 17.00 2.75 11 30 17.00' 19.25 2.25 13 13 3 31.5 30 15.50 25.25 9.75 3 30 25.25 3t3.00 4.75 6 30 10.75 16.25 5.50 5 30 16.25 1 c as 2.75 11 3a 19.09 21.25 2.25 13 13 JOB NO. 1444S PRO - 2: HOLE NUMBER TABLE 1 CONT - PERCOLATION TEST RESULTS Parcel A, 65.06 Acres DATE OF TEST: 10/10101 Part of S32, T65, R86W Garfleid County, Colorado INTERVAL "G. DEPTH TIME DEPTH DEPTH HOLE CHANGE, PERG. OF INTERVAL, START, END, (INCITES) RATE PERC. HOLE, (MINUTES) (INCHES) (INCHES) ( MPI RATE, (INCHES) MPI 4 27 30 8.75 16.00 7.25 4 30 16.00 19.75 3.75 8 30 19.75 22.75 3.00 10 g(} 16.75 20.25 3.50 9 30 20.2: 22.25 2.no 15 5 21.5 30 8.75 12.76 4.00 8 - - - 30 12.75 15.50 2.75 11 30 sa 15.50 10.25 17.60 12.75 2.00 2.50 15 12 30 12.75 14.$5 1.50 20 20 g 23 30 30 11.75 15.25 15.25 17.25 3.50 2.00 9 15 30 17.25 19.00 1.75 17 so 1 s oo 20.50 1.50 20 30 20.50 22.00 °) .50 20 20 JOB NO. 14445 PARCEL A, 65.05 ACRES f PART OF S32, TSS, R86W ,EAGLE COUNTY, COLORAD-49 W 0 i JOB NO. 14445 —j-3 OWS AS -BUILT DRAWING � M I EOq A SCALE ill = 50' FIGURE 1 1 11 � ISDS Permit #a©y' 11� Dare ra a I3DS Final Inaoee�ti_on / Cemnleteness Form = Tank is lS_ gal. Tank Material` Tank is located L�f-r: and /SO' degrees from Tank is located ft. and degrees from / `I Tank set level. Tank lids within 8" of finished grade. ✓Size of field -ft2 �'� units' lineal ft. Technology J ��cl'eanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank. L--�Iniet.and outlet is sealed with tar:tape, rubber gasket etc. _Z, lc was t,00—do apartments with the.. -lad -..:_c artment closest to house_ L---,/=1saeure: distance and relative direr.UX : ta:.* :elf}* y Depth of field. 3 ft. Soil interface raked. L---.Inspection portals at the -end of each trench_. —Pro]Per distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Type of pipe used for building sewer Line Yv leach field Other Inspection meets reQuirements. Copy form to installer's file if recoamlendations for improvement were suggested. ACTION TAKEN: setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Zola 50 10 5 10 50 10 * 10 - ESE- COU TY—M ; REAUTH P.O. BOX 179 EAGLE, CO 81631 roe SHEET 140. CALCULATED BY DATE CHECKED BY DATE -?/�=0-2 SCALE Mum, I NFI tNAgm meen) v -I Iran I EL. mans. wig' I. Iv wwr mu— iuu rnac —waaava.. 2204-02 Tax #2195-324-00-006 JOB NAME_ 14000 Gypsum Creek Rd., WENNINGER Gypsum M GtsH Cao q &: # qa 57 JOB &E-L 3 D--�Z r AflATIl1N - "I ko,,,VTv AV Z- 4e 017 BILL TO DATE STA TED b DATE COMPLETED DATE BILLED nn JJ r �a� ._ i3 c � /I A?y � , t ", � ' L��AL� SG� cus Q do users e� s� 1 C- -4'y— Ll t r �w Al ! 6� -Py 'L!�✓' G ,�,S-3-a _ J re 16 - �Vl- 1 ` � P of l G ` ( LL L r W / [n/f d • / J / �'--C�L�/ O' �,,. '�%/G2� /� • ."�7!_ j rl t s a 74 v ,LC �iLC J aL�eC�L JOB COST SUMMARY TOTAL SELLING PRICE i y ���� � TOTAL MATERIAL 00 TOTAL LABOR LA i INSURANCE SALES TAX I ' MISC. COSTS , . r / SoK COST l! r � sti �.--��r.�s Gam- ,- •� �_-�__ � GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 1 `� JOB FOLDER Pr,nted In USA m S c�c�0�/—iSU �a /sZ�c - — 0� (i Recycled Co, 10% Post•Com t �.w. G � .114•;� i. SC�GGL-