The URL can be used to link to this page

Home My WebLink About2103 Ten Peaks Mesa - 239103302009INDIVIDUAL 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. 2180-02 BP NO. 14127 OWNER: CRAIG FENNEMAN PHONE: 317-788-0374 MAILING ADDRESS: 5864 SOUTH EAST STREET APPLICANT: BRUCE HASSELBRING PHONE: 970-948-1299 SYSTEM LOCATION: 007 TEN PEAKS MESA, EL JEBEL, CO TAX PARCEL NO. 2391-034-02-007 LICENSED INSTALLER: BASALT CONSTRUCTION CO., MICHAEL LYON LICENSE NO.58-02 PHONE: 970-876-5944 DESIGN ENGINEER: CHURCH & ASSOCIATES, TIM PETZ PHONE NO. 970-948-5803 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 3 BEDROOM RESIDENCE 1250 GALLON CONCRETE TANK WITH A PUMP IN A BIOTUBE VAULT 563 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 30 INFILTRATOR UNITS IN A MOUNDED DESIGN, WITH A BASAL AREA OF 1125 SQUARE FEET DESIGN REVISIONS DATED MAY 3 2002 SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN REVISION LETTER DATED MAY 3 2002 WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS AND DO NOT INSTALL IN WET WEATHER CALL EAGLE COUNTY ENVIRONMENTAL 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 HA5ej3E wg�EC745AN PROVED. ENVIRONMENTAL HEALTH APPROVAL DATE: MAY 13, 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: 563 SQUARE FEET (VIA MOUND DF.STGN WITH RASAT, AREA OF 1975 4Q F INSTALLED CONCRETE SEPTIC TANK: 1250 GALLONS IS LOCATED 340 DEGREES AND 45 FEET _ 8 INCHES FROM _ THE CLEAN —OUT ON THE WEST SIDE OF HO S COMMENTS: THE FINAL INSPECTIONS WERE DONE BY RAYMOND MERRY OF EAGLE 0 NTY FNVTRONMFNTAT RFATT' AND THE DESIGN ENGINEER ON 8/22/02 THE ENGINEER'S FINAL CERTIFICATION AND AS —BUILT DRAWING WERE RECEIVED ON 9/30/02. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A THREE BEDROOM RESIDENC ANY ITEM NOT MEETING REQUIREMENTS WILL BE COR ED BEEORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE —INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL . "" DATE: OCTOBER 1, 2002 MAR-19-2002 05:40P FROM:EAGLE COUNTY ENV HEA 9703288788 TO:919709634330 P:1/7 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached)11 �j f) ISDS Permit # v" v 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, El 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 * MARE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" **************************************************************************** PROPERTY OWNER: 11C. C Mm 6*1AFjv'W n MAILING ADDRESS: APPLICANT/CONTACT PERSON: LICENSED SYSTEMS CONTRACTOR: �-- COMPANY/DBA: ADDRESS: PHONE : tt "U3 PHONE: "!� g) PERMIT APPLICATION IS FOR: (- NEW INSTALLATION ( } ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPO � SYSTEM: Legal Description: ,��/c,% Tax Parcel Number: — bb Lot Size: Physical Address: rrIN i+ BUILDING Fs: (Check applicable ( Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* 00,7 - - category) g Number of Bedrooms ..J Number of Bedrooms Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: �P�kl�.��"" APPLICANT SIGNATURE: Date: -----,AMOUNT PAID: RECEIPT #:01 DATE: l Oa - 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 October 2, 2002 Craig Fenneman 5864 South East Street Indianapolis, IN 46277 Raymond P. Merry, REHS Director RE: Final of ISDS Permit #2180-02, Tax Parcel #2391-034-02-007. Property location: 007 Ten Peaks Mesa, El Jebel, CO. Dear Mr'. Fenneman: 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 CHURCH September 23, 2002 David Ritchie and Associates Attn.-'Richard Spencer 201 Main Street, Suite 201 Carbondale, Colorado 81623 Associates, ENGINEERS & GEOLOGISTS Subject: Installation Observation, Proposed Fenneman Residence Lot 7, Ten Peaks Mesa Eagle County, Colorado Job No. 14669W Mr. Spencer, 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. 14669W, dated May 3, 2002. The system includes the installation of one 1250-gallon, two -compartment, precast concrete septic tank with a pump in a Biotub6m pump vault and a mounded gravelless chamber -bed. The bed has 3 rows of 10 chambers each for a total top infiltrative area of 625 square feet (SF). The mound of imported sand filter material measures 25-feet wide by 79-feet long by 2.5-feet deep. The basal infiltrative area is 1975 SF. There was sufficient sand placed to the west and down gradient of drain field at a 2:1 slope. The pump, alarm, and Biotub6rm vault were in place at the time of our site visit. The control panel was not installed and electrical connections not made as of our inspection. 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. -7 Timothy R. Petz Project Manager Reviewed by Edward O. Church, P.E. TRP/erb 2 copies sent Copy to Eagle County Health Department, Attn: Ray Merry Copy faxed to Michael Lyon, Basalt Construction, 970-876-5943 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 303.463.9317 Fax:303.463.9321 - LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5803 LOT 7, TEN .PEAKS MESA SUBDIVISION SCA_LI�, - /� • EAGLE COUNTY, COLORADO OBSERVAT ON/VEN PIPES. ' � ° 30' EXTENT OF MOUND f 25 ` / 625 SF OF TOP INFILTRATI E AREA AND 1975 SF OF B�SAL / • INFILTRATIVE REA IN A MOUNDED GRAVELLESS CHAMBER-BEDIDRAIN FIELD. THE BED HAS 3 ROWS OF 10` -, o CHAMBERS, EACH SPACED 0.5 FT APART, FOR A TOTAL OF Z 30 CHAMBERS. ` 1250-GALON, TWO -COMPARTMENT, PRECAST CONCRETE t SEPTIC TANK WITH A PUMP IN A BIOTUBEPUMP VAULT. 79 CONTROL PANEL NOT ,INS LED AS OF 8/22/02. 2" UMP LIN GARAGE j _ t 1 • 1000 T c N90°W, b' rn 3-)BEDROOM SIDENCE_ fff j� i CqEANOUT 9 i AS -BUILT DRAWA O t�l . 14 ' � J � B f 0 �69W FIGURE 1 aav,,,� vv vL. via vast -a 4501 Wadsworth Blvd, Wheat Ridge, CO, 80033 Casfte Rock 3C[3-660-4358 FAX 303-663-1949 Pixie Juncfion 3OM16-14s5 FAX 303-816-1942 Loyefand 97MS3 2124 FAX 47&-663- 1181 now CHURCH Cx ASSOCIATES, INC_ Pone: 303-4 317 F 3 - 1 432- Fax No. Q Urgent ^, PAGES C � � i`[fifCLUDI i€G COVER SHEE"i� ivifibi f r-f-SM" M-t-ix-i � r iiiNiTY Mil i.- ni TW Pc3f=-9 P. e- €tA,{GINEERS Dt GEOLIOGISTS May 3, 2002 - Javid Mclhie and Associates Am. Richard Spencer 201 Main Street, Suite 201 Carbondale, Colorado 81623 Subject: Revised OWS Design, Proposed Fenneman Residence Lot 7, Ten Peaks Mesa. &*e court, Colorado Job No. 14669W ivir. Spencer, As requested by Bill Carlson of the Eagle County Health Department, we have revised our original OWS design dated February 11, 2002, T- its letter shocrlcl be used is w*n . bog tki� our odgkral design. PROPOIS11"M CONSTiiMIi€'tN A three -bedroom _residence is .proposed as presente on Fiattz e L Th +L?WS was sized booed on ? bedrooms and 450 Gallons Per Day (GPD) using Eagle County Envirorunnental He tment loading of 75 gallons per day per person. The sewage loading with a peak -mg factor of 1.. is 675 GM s loading includes washing machines and garbage grinders. —� - SUBSURFACE CONDMONS The subsurface investigation was performed by digging one profile pit and three percolation holes, at the locations indicated on Figure 1. Subsurface materials consisted of 6 inches of topsoil, underlain by sandy clay with scattered boulders to 2 feet, underlain by large angular basalt fragments and boulders to practical backhoe refusal of 3.5 feet. No grotmd water was encountered. Percolation tests indicate percolation rates of 20 to 27 minutes per inch 01,24 The percolation average rate is 251!, L Percolation data is presented in `fable 1. RFCONEVIE DAr IONS The installation must include a septic tank and a mounded chamber -type drain field installed at the location presented on Figure 1. The mounding is based on an Eagle County requirement of a minimum 4-foot separation to the basalt boulders. The OWS design is based on an average sewage load of 450 GPD and a LTAR of 12 gals/SF/day, for the sand infiltrative area, and 0.6 gals/SF/day for the mound basal area. The nstaZation must indlude one j250-gaHo�, twc-comp&r=ent, precast concrete septic tank with a pimp in a BiotubeTM vault, and a mounded chaurber dra- field with huported sand filter material. Three rows of cl=mibers, each row with 10 chambers is required. A 1.25-inch lateral with ;Ja-inch holes drilled on four -foot centers must be suspended within chambers, with holes upward and every fifth bole facing down. Topsoil and additional soft, to create the basal area of the mound, must be removed beneath the mound area and replaced with 2.5 feet of imported sand filter material_ The topsoil should be stockpiled and used on top of DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303,660.4358 3b3.Ab3_�3317 Fax: 3C13.4$3.J32i EvnRFAEEN 3N-615,1455 _ L..\ _ AND 974.663.2124 WESTERN SLOPE 970.948.5803 iMQY-r,-rMMP Mi M n7!94PPM TE1-Plant P r tiNTY PMii Wi:ni -iW ocirC-1 Revised OWS Design Ibb No. I4669W Page 2 mound to promote re -vegetation- A pump with a total flow rate of 53.0 gallons per minute and total dynamic head. of 44.0 feet is required to pressurize the drain veld. Pump specifications are provided in die Nutrxo cwve. A s an alter..ative to g:avelless chamibers, gravel m-y be in lire u of chambers at the top of the sand infftratiw area. Cur office should be contacted for specific details if this is preferred. As an alternative to mounding the drain field, the vvlcamc boulders tray be excavated and repWod with sand filter media to obtain the 4-foot separation betwcm drain field and boulder material. We anticipate the afternative to be more costly inst.,allation. As an alternative to the proposed tank wAn guration a 1000-gallon septic * .vifli an effluent filter on the outlet, L-Rowed by a ! O00-gallon septic tank with a pump may be used. Vehicle movement over the field area during construction should be kept at a minimum to reduce compaction of the soils. The mound area should be scarified prior to installation of sand and chambers. Ei MATIONS Our investigation, layout, design and recommendations are based on data submitted, r Subsurface condi- Lions ronevritvr�ly oil=recent ?tom those described in ths report are encountered; we should beencAified to evaluate the effect on the proposed OWS. if the health department makes modifications to this design, we should be contacted to evaluate the impact on the performance of the 01 v'10. The county and our firm must be contacted upon completion of the OBIS All construction is to be in accordance with the ISDS regulations. Pine type and size, burial feq&ements, septic tank construction, and other specifications, which are not depicted in.our report, are to conform to the reWirem �ILs Of* e T ISDS regulations. The installer of the system, ;s to have demonstrated knowledge of the Eagle County Environmental Health Department ISDS regulations and requirements. I:f%l'�ere are questions or ifweecan be, of further service, please call. Sincerely, C-IF ARCH & Associates Inc. a 0. Church, P.E. EOC/trp/erb 3 copies sent via Priority Mail f i co-1y to Eagle w.j HealthDepartTTtient, Ate?; Bill Car!SOTl, 970-3`�8-C�3�'� lYnV-a-:PGGP hit KI G7-G7GM Ti7-i=CaQ G fYti IMTV r=M11 WPU TW GGr-P-7 LOT 7, TEN PEAKS MESA SUBDIVISION SCALE EAGLE COUNTY, COLORADO 1 625 SF OF TOP INFILTRATIVE AREA AND 1125 SF OF BASAL INFILTRAT; E rAREA 11.E A MOUNO ? GRAVELLESS CHAMBER -BED � DRAIN FIELD. THE BED MUST HAVE 3 ROWS OF 10 CHAMBERS, EACH SPACED 0.15 FT APART, FOR A TOTAL OF Art CHAMBERS. i OEISFRVATION/VENT o f EXTENT OF MOUND GARAGE :{ f p' PfifiPQSEQ t 3-SEDROOM o RESIDENCE., t 990 _ �IROF! E 't .. ,•� iaoo till I t OUT Iz50-GALLON, `fWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH A PIMP IN A BIOTUBE- PUMP VAULT. 2" F'UMr LINE INT LEVEL IWIANIF WITH AIR RELEASE VALV ALLOW DP,ANIBACK TO TANK AND FIELD SITE PLAN, LOCH ION OF PERGOLlTt N HOLES, AND LOCATION JFOB NO. 1465 OF PROPOSED OWS FIGURE I �1t7k1_�._;�fhin Mr1t M7-GdGM Ti"i-f=Ctrf � fitlit-JTV M-Jti W- nl TW ofar=•A r ..—o — :st_ ea -- Li t V P.Z) 1 TYPICAL PLAN OEW N.'t-S. 4' SDa 35 PVC 1.25' PVC LATERALS SUSPENDED FRISK[ TOP OF aI3SERVATION/VENT PIPES CHAMFIMS W714 110 HOLES OR[LLED ON 4 FOOT CENTERS WITH EVERY FIFTH HOLE FACING DOWNWARD ......_... . L25' LEVEL MANIFOLD ---------. .,...,. - ' 2�.. :�. •.h - £XTENIT OF SAND FILTER MEDIA 75' GRAVELLESS AIR RE &E VALVE CHAMBER _•------------ -------------- EXTFNT9F.y9UND I 2' PVC PUMP L1NE`FEErANG IN TO BOTTOM OF MAN1FOLO ► lIi AIR RELEASE VALVE AT j THE HIGH PMT TO ALLOW FOR DRAINBACK TO TANK TYPICAL CROSS --SECTION — N.T S. TOTAL ONE BED *SAND FILITA MATFEMAL= THE FTLTEt= MATEiMAL MUST BE CLEAN. 1.25" LEVE1 MANIFOLD GDARSE SAND, ALL PASSING A SCREEN HAVING 1.25" PVC LATERALS SUSPENDED FROM TOW OF FOUR MESHES TO THE INCH, THE SAND MUST NAVE Ado! EFFECTVE SIZE OF GP<R ULAR MWA 6 F CHAMBERS uw Ra 1/4' HOLES Df 1! FO DONfk T THAT NOT HAN 1��T CENTERS WITH EVERY FIFTH HOLE FACING DOWNWARD 4' SDR 35 PVC NER THAN OFCTHE MEDIAIS FIH THAN06m, m _ _ _lr~o83ERVATION/YENr PIPES Z 4API.D FII EXTENT 01 EXCAVATION f t,ALCiiI nTiONS A'N SPFCFIDAitG�iS DES GIN CMTERIA SERF U07AM 3 3EOR6xAi` IS ( LOANNG —75 GAL/DAY/PER M AVG, LOAMC -- q -- 450 GPO PERK LoAtI s — Q — 4175 ,AW-O SAND FLTIR MATERIAL LTAR 1.2 GAL VjbAY INFILTRATIVE SURFAM AREA 4/LTAR — 682.5 SF t. VjMLrjRq SOL LTAR $ 0.46 CAL4V14DAY, RAM AREA - Q/LTAR - ION SF 1 am SPECIFtCADOSIS NUMBER OF BEDS - 1 j TOTAL NUMBER OF CHAMBERS - 30 CH MSERS 3 SAM 1NFTL_ZRATNE AIREA - GM SF - TO FEET X BL5 FEE I BASAL WFILTRATTVE AREA - 1125 SF - 15 FEET X 75 FAT J JOB NO, 14569W S X 6.25' C-P&VEl 1_Er CHAMBER 21 SL yy 'NOTE: S'LOPZ MAY BE PuZ, TO 1.5:1. If -*� r• i� 1 1 SLOPE Ei MoN PFit31tGTIDN, RIP RAP, OR SHORT RETALNING WALL CONSTRUCTM FILL TREATMENT UNIT WECIFICATTONS F; d:R!UM TANK CAPACITY - 100U G!LLf-w,S + 25R FOR PUMP VAULT fWOMMENOATION - DIVE ILM-GALL N. T1610-COUP-ARIVENT. 0""AST CONCRETE SEPTIC TAW WITH AN UIFLUENT PUMP IN A WM$E— PUMP VAULT, DRAIN FIEi D DETAILS FIGURE 2 h4nV-C.-�::)fA-MfJ Mi shl r7- rdGM Tl-i• CGf_i 17 f -f-11 IKITV Chll I LJCGI TU Gnt_"C, CZ L P . b a. . • CL r La��rbi t 1 j 1 1 -I I l i i j i o' { f ! IIN ff 1 ILL i i ! ! i t i a.I i l E) a r` N 'J3 6!! L a. L O C.� /��/�' V/ C 8 a O Mpy-A-P22P mnw M! 24PM M _ Ffat-�f F mi ItJTY PWI 1 i PfA TI-I vrar=> a I90 -0-L Date �� v ISDS permit #� ISDS Final Inspection CWleteness Form Tank is gal. Tank Material Tank is located t!S ft. and 3Ldegree$ from Lc�4 tPum "t IMUSO W Tank is located ft. and degrees from cry 1WANLck► L-�Tank set level. Tank lids within 8" of finished grade. Ix field Cs. �j`-� f ' l units � A lineal ft. t/ Size of f ' Technology S Y -- . ,s as V- Cleancut 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. IInnlet.and outlet is sealed with tar, -,tape, rubber gasket etc. Tank has two -compartments with the.;:agr- ,cpatmeat closest to the hho�ouse. `'—_Mewbure: distance and relative Depth of field. I/� ft. e% w Soil interface raked_ -sir Inspection portals at the .end of each trench_. ✓/Projser distance to setbacks. Chambers properly installed as per manufacturer$ specifications. (Chambers latched, end plates properly installed, rocks 'removed from trenches, etc_) Type of pipe used for building sewer line sct_A leach field Other - - -- ---- - - ` Inspection meets requirements . -- IL, rwu-� 1 Copy form to installer's file if recommendations for improvement Were suggested.� / ACTION TAKEN:' l L Xt bJC C LaS �- Well -Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch . Field 100 25 20 10 50 25 10 10 Tank 50 - 10 5 10 50 10 * 10 s 21 80--02 Tax #2391-034-02-007 Ten Peaks Mesa FENNEMAN��j JOB NAME- Lot # 7 , 007 Ten Peaks Mesa Rd., El Jebel JOB NO, L� BILL TO DATE S'. r., c> DATE COMPLETED j l(" 0 lurx 7q` ^ ( • LOy VV ii_ 'l l MAR loe FOLDER Pmdua ns 9/3 �g _ j 75- s i 9, DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST e,, D '0 GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT_L.00 in USA:, FOB DER _. w� 00 k d d-fiu 10 Q rrr f x 7'7 7��q P � vk 1ci 6 Recycled Content 10% Post -Consumer __ _ ,_- ,; �1� �_,��- � __ -o;,�� :, � �!� t ,