Loading...
HomeMy WebLinkAbout5123 Frying Pan Rd - 246702401001INDIVIDUAL 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. REPAIR PERMIT NO. 2113R-01 BP NO. OWNER: SEVEN CASTLES PROPERTIES, INC. PHONE: 970-927-3132 MAILING ADDRESS: 7104 FRYING PAN ROAD BASALT CO 81621 APPLICANT: WARWICK KARINGA PHONE: 970-927-3132 SYSTEM LOCATION: 5123 FRYING PAN RD., BASALT, CO TAX PARCEL NO. 2467-024-01-001 LICENSED INSTALLER: KPS ENTERPRISES, KELLY BATES LICENSE NO. 67-01 PHONE: 970-984-0915 DESIGN ENGINEER: MCLAUGHLIN WATER ENGINEER'S DEAN DEROSIER PHONE NO. 970-925-1920 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR TRAILERS A & B, FOR A TOTAL OF 6 BEDROOMS 2000 GALLON SEPTIC TANK, 1705 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 55 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED JUNE 6 2001 INSTALL SYSTEM AS HIGH AS POSSIBLE WITH A MAXIMUM OF 12 INCHES OF FINAL COVER. 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, SPECIFICALLY 75 FEET FROM THE POND TO THE LEACH FIELD TRENCHES, AS LISTED ON THE FIELD SET OF ENGINEER'S DRAWING. THE ENGINEER MUST PROVIDE BIO-TUBE MAINTENANCE INSTRUCTIONS TO PROPERTY MANAGER. 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. ENVIRONMENTAL HEALTH APPROVAL: -?' — /' =_ DATE: AUGUST 29, 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 INTDIVIDUAL 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: 17 0 5 SQUARE FEET (VIA 55 INFILTRATOR UNITS ) INSTALLED concrete TANK: 2 0 0 0 GALLONS IS LOCATED DEGREES AND 63 FEET INCHES FROM THE CLEANOUT FOR TRAILER A COMMENTS: THE FINAL INSPECTION WERE DONE BY WILLIAM CARLSON OF EAGLE COUNTY AND THE DESIGN ENGINEER ON NOVEMBER 30, 2001. THE ENGINEER'S FINAL CERTIFICATION AND AS BUILT DRAWING WERE RECEIVED ON J NUARY 31 2002 ANY ITEM NOT MEETING REQUIREMENTS WI B RECTED E FIN APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL' DATE: FEBRUARY 6, 2002 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) h. ISDS Permit # � 1 u&—o I 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 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: sgv� c4i'rrLr5, MAILING ADDRESS: 9�01` F %/r✓4 AM'<7- APPLICANT/ CONTACT PERSON: ���ct� 4_-✓elz�i LICENSED SYSTEMS CONTRACTOR: COMPANY/DBA: ADDRESS: PHONE: PHONE: 7/( P *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: 11 1 Legal Description: S��i'a{Y�r � G /�%v�i ' S'v15./1P1501y Tax Parcel Number: �7�0 7`�� 7 ` �� Lot Size: Physical Address: 15-12-7 7,( A-VII, Alor 4� T BUILDING TYPE: (Check applicable category) ( ) Residential/Single Family Number of Bedrooms (°vr Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF ATER SUPPLY: (Check applicable category) ( OF/,WATER ( ) Spring ( ) Surface ( ) Public Name ofSuier: APPLICANT SIGNATURE: Date: Xv,-Tylytr **********************************************�*/*Q************************** AMOUNT PAID: �,Sd 0 RECEIPT #: 1f 7 /�� / / DATE: d CHECK #: ;--aS CASHIER: �s� Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com Date: TO: FROM: RE: EAGLE COUNTY. COLORADO August 29, 2001 Karinga Investments Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 Issuance of Individual Sewage Disposal System Repair Permit No.2113R-01. Tax Parcel # 2467-024-01-001. Property Location: 5123 Frying Pan Rd., Basalt, CO., Seven Castles Properties, Inc., property. Enclosed is your ISDS Repair Permit No. 2113R-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 McLaughlin Water Engineer's, Dean Derosier 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: November 8, 2001 TO: KPS Enterprises FROM: Environmental Health Division Raymond P. Merry, REHS Director RE: Reissuance of Individual Sewage Disposal System Repair Permit No.2113R-01. Tax Parcel # 2467-024-01 -00 1. Property Location: 5123 Frying Pan Rd., Basalt, CO., Seven Castles Properties, Inc., property. Enclosed is your ISDS Repair Permit No. 2113R-01. Please obtain a field copy of the engineer design stipulated on the permit from the owner or the design engineer. 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 McLaughlin Water Engineer's, Dean Derosier 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 February 6, 2002 Seven Castles Properties, Inc. Attn: Warwick Karinga 7104 Frying Pan Rd. Basalt, CO 81621 Raymond P. Merry, REHS Director RE: Final of ISDS Repair Permit #2113R-01 Tax Parcel #2467-024-01-001. Property location: 5123 Frying Pan Rd., Trailers A & B, Basalt, CO. Dear Mr. Karinga: 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 McLAUGHLIN WATER ENGINEERS, ltd. 111 P AABC ASPEN; COLORADO 81611 970-925-1920 970-925-1974 fax mvveaspen(a-;rof.net MEMORANDUM Date: June 20, 2001 To: Eagle County Environmental Health; Bill C From: Dean Derosier; McLaughlin Water Engineers, Ltd. RE: Sterker Parcel 2 - Septic System Design Notes - 5123 Frying Pan Road - REVISED DESIGN NOTES Bill: Attached are the design notes and drawings for the system to be install on the Sterker Parcel 2 at 5123 Frying Pan Road. I have revised the design based upon my conversation with Ray Merry on Monday June 18, 2001. Since you were out of the office, I contacted Ray instead. Ray and I agreed to the following in that conversation. The soils are a mix of rocks and sand with some interlaced clay silts with percolation rates between 20 and 25 minutes per inch. Based upon my experience this is a soil that has a loading rate of 0.8 gal per square foot per day. Thus the design has been revised to be based upon the 0.8 gallons per square foot loading rates, requiring 55 infiltrator units for each system. Please use this design in issuing the permit for this system. Please call i''fou=have a y questigAs G. xDeros 1, P. E. MCLAUGKLIN WATER ENGINEERS, ltd. 111 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@rof.net (% I-M % C���IN I Date: June 20 2001 To: Eagle County Environmental Health - From: Dean Derosier; McLaughlin Water Engineers, Ltd. RE: KARINGA, LTD. - Design Notes FOR SEVEN CASTLES CABINS - STERKER PARCEL 2 5123 FRYING PAN ROAD - REVISED DESIGN NOTES The following are my design notes for the Seven Castles Cabins Septic System Design. The site is a flat area on above the Frying Pan River. The Seven Castles Cabins consist of 8 - two bed room trailers and cabins, (5 trailers and 3 cabins) for a total of 16 bedrooms. We have chosen to separate the design for the site into 3 equally sized septic systems. Each design will be such to handle 6 bedrooms or 3 units. System I will serve units A and B, System 2 will service units C, D, and E, and System 3 will provide service to units F, G, and H. System one only serves 4 bedrooms, but we have decided to make all three systems equal in size to simplify things. Each units is less than 2,000 sq.ft and the complex is served by a central well system. Thus each system will be designed according to the following design criteria and this design applies to all three systems. This format was agreed to by the Eagle County Environmental Health Department prior to the design. Refer to Ray Merry for Questions regarding this approach. Design (typical) - 6 - Bedrooms - 3 units - two bedrooms per unit - Approx. less than 2,000 Square Feet of area - 75 gallons per day per person - 25 minutes per inch (avg 4 holes) perc rates - Perc Test by GDD/MWE - Ground water 20+\- feet from surface unknown not encountered. - Well for domestic water - 175+' min away and above system. - Pond — 80+' from all three systems BASED UPON THE SOILS THAT CONSIST OF A NUX ROCKS, SANDS AND INTERLACED CLAYS, THE LOADING RATE IS 0.8 GALS PER SQUARE FOOT. Flow Flow = Q =6 bedr000ms x 2 persons x 75 gal/day/per x 1.50 = 1,350 gallons per day. This requires the new system to be 128-feet from the well and 78 feet from the pond per Eagle County setbacks. Tank sizing - minimum requires 1,687 gallons of septic tanks; Design is to install one 2,000 gallon tank for the system. Install biotube in system effluent tee inside septic tank. Area of Septic field required = A A = (Q\5) x square roots of the perc rate (AVG) = 1,350/5 X SR(25) A = 1,350 square feet = 88 Infiltrators 50% reduction for use of infiltrator units in a serial distribution system. 1,350 /2-="675 sq ft or 44 infiltrators. — Using Loading rates for system design - 0.8 gals per sq ft. 1,350/0.8 = 1687 sq ft. 50% reduciton for infiltrators = 843.75 sq ft @ 15.5 sq ft per infiltrator = 55 infiltrators total requiro/ System Design is to use 5 even trenches of 1 •units each or 55 total units in a serial distribution. System size is for 55 infiltrators to allow for even length rows in a trench system, with trenches 10' apart minimum. (5 rows OF 11 UNITS or 55 total UNITS) The layout of the system is to fit site conditions and meet all setbacks as shown on the attached drawing. Maximum size of bedding material over top of infiltrators is 2". Place geogrid fabric on bottom of each trench prior to setting infiltrator units to aid in settlement reduction. Min cover over units is 12" and approximate dimensions are 46' X 66'. Mound slightly over top of completed system. Use serial distribution for the system piping. The 2,000 gallon tank will be installed in the general area below the units. Compact hole excavated for tank prior to setting tank. Tees will be installed on both the inftluent and effluent lines of the tank, set on the inside of the tank. Set top of line from tee within V of the roof of the tank and extend line downward 12" below center line of tee. Fill tank with water prior to backfill to check for leaks and leave water in tank for placing the system in service. Septic tanks will be a two -chambered tanks with access ports within 6" of final grade. Install 4" biotube in tank effluent line, see attached information. Owner to be responsible for biotube maintenance.«,` Use 4" SCH 40 PVC piping in the Serial distribution to distribute flow to each end of infiltrator units. Install vents/inspection ports on end of each row and splash plate at the end of each row to minimize erosion at entrance. Install new 4" SDR 35 PVC laid at a minimum of 2% from each of the three units to the new tank. Install wyes at all connections from the units to the main collection line. Install cleanouts if necessary at ever 100' minimum or at bends. Insulate lines with less than 5-foot of cover or in uninsulated crawl spaces. All piping to be bedded in a minimum of 2" under and 6" over of 3/4" screened rock. Piping from tank to field and in serial distribution shall be 4" Sch 40 PVC with a min slope of 1%. Install clean outs, outside on all units. Adjustments to fit site contours and conditions may be made per approval of the engineer. Elevations of the tank and trenches shall be finalized in the field by the engineer. Installation and operation shall be approved by the engineers prior to final acceptance. System must meet all ECEH regulations and MWE standards and G. Dean D js' 1 V. E. gdd\7castle,44 i1 s\97-030. by both parites. IQ j McLAUGHLIN DATER ENGINEERS, Itd. 111 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@rol.net Date: June 1 2001 BY: Dean Derosier; McLaughlin Water Engineers, Ltd., P-E. RE: SEVEN CASTLES CABINS Property Address: Parcel 2 Sterker Subdivision., 5123 Frying Pan River Legal Description: Eagle, Co. Property Owner: Karinga, LTD. C/O Robyn 7104 Frying Pan Road Basalt, Colorado 81621 Percolation Information: Sole Depth: 420 to 48" Ground Water @: 25'+/- Sand\Gravel: No Depth to Water:25' Presoak:Yes - 5 3 01 Fluccutations: No Amt of Water: 5 gal Slope: 1% Bedrock @ : n\a Depth to Rock: ?? Type: Red Silty Sandstone Fractured: yes Percolation Tests: Date and Time:5\3\01 10:00 pm Hole # 4 2 Depth 42" Presoak No Remaining Time 10min Interval 2hr Length Percolation 10mpi Rate 3 DESIGN PERCOLATION RATS: 25 AVG MINUTES PER INCH Soil P:ffbfi e..;,,, 3 "-A 6" Red top soil - 6" to 8' Red sandstone soils with grave ','and;senixed along with clayey fine silts. Large and broken rocl!;� from 3 /4'� #;.i �� J �l 1 A 0=-tl9pen, CO. 81611 970-925-1920 ISDS PERMIT # PERCOLATION TEST EAGLE COUNTYENVIRONMENTALHEATLH OWNER- yj�,F_31 e- L� - 0 .7 ',-o*rlc'l , - C, V -PHSYSICAL ADDRESS: LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: NUMBER OF TEST HOLES PRE-SOAKED: YES-- NO TIME WATER DEPTH INCHES OF FALL SOIL. RATE PROFILE (y as r _51 61 71 9 101 TIME TO DROP LAST INCH:— PERC RATE: MINIMUM LEACH FIELD SIZE:— MINIMUM SEPTIC TANK SIZE: COMMENTS: 77—, V3. ENVIRONMENTAL HEALTH SPECIALIST DATE McLAUGHLIN WATER ENGINEERS, ltd. 111 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@rof.net MEMORANDUM Date: January 22, 2002 To: EAGLE County Environmental Health, BILL C From: Dean Derosier; McLaughlin Water Engineers, Ltd. RE: 7 SEVEN CASTLES (CABINS)Septic System - Recommendation of Final Approval 97-030.02 - 5123 FRYING PAN ROAD ECEH Permit # 2113R-01 # 2124R-01, # 2125R-01 This Final approval letter is written for all three septic systems and the associated three permits that serve the 8 cabins at Seven Castles, (OLD Sterker Property). All three systems were designed, installed and placed into service in fall of 2001. MWE, ECEH, and GDD inspected the installation of the system and found it was installed according to MWE's design and ECEH requirements. This letter is to serve as the acceptance letter for MWE and recommendation to Eagle County for final acceptance of the system. To my knowledge all three systems were installed according to MWE standards, the system layout was installed per the attached asbuilt design drawing, which can be used as the asbuilt for all three systems and permits. Each system consists of 1 - new 2,000 gallon and 5 rows of 9 and 1 row of 10 units serial distribution system with 55 total units. All trenches were installed using a infiltrator gravelless chamber system. All setback limitations were meet. Please call is.,�yois_aveany questions. G. Dean Derg�vsies� c7 5002 ` RECEIVE® _ s EAGLE COUNTY COMMUNITY DEVELOPMENT Nov 28 01 05:57p MoL_AUGHL_IN WATER ENG 870-925-1874 p.l MWEMuLAUGHLIN wA IER ENGINEERS, lid, III P AABC ASFEN, C QI , )i2Al>t? }S 1 G 1 1 TO: Robyn ai Karinga Lid. Bit z" ► agie County EH FRCrNP: G, Dlr:in Derosier, P. E. - MWE - Asper) RE: System Instullatiun DATE:: lelcwember 28, 2'001 Robyn and Bill, _ This aiemo is written in 17Cgards Lo thc. ,,wp6c systems being insmlled for the property at 511213, Frying Nn Road. T4, drawings show installing; new piping i'rom the tanks to each unit served by the system. Uptm instaallatiun of t.hc new pines, the existing piping from vawh u17it was found to be SDR 33-5 Gravity ti mer pipe and in �;C�cu1 Goncliticrn, ThG existing piping is aduquauu I'or sewer pipc and do,-s not have to h7 ! replaced. Howcvcr, it is rt ccranlnendr:d that additional cleanouts N: il,rstaallcd along thr service lines co provide for iuturc maintclzauruu;. A bldiitlout should be in tolled on each t ervicc line ut the unit itself or sat the junuion of the new piaic aanil u:�istint; Iietc. .A cieanout should ako be inMatilud at tlav tank paxit7t.ing to Ward the function. This will wliattirtltc the nerd for opening the; tank lid atrtcl rviliovinn the infer te'� if a Problem occurs with the IIM:1 At my bast site: vi,li( it wars !r,}tell, (also noted by Bill with ECCH) that a trxal of 55 intiltratar units were required for uaach systcr'n, and that pan additional row of infiltrators was rcajuircd for eac b system to atraku a total of 55 unit:;. Thu crews were in tlic process of installing* the additional rmv on eaach ysten7 t,lurino at,y visit, p rccluQS(cd that your e.ontractor provide me with aasbuilt dratwillos of rpre ingtalled systems that corrcetty show Ehc lay u ()I' tlIv rl'vKhcs, (location and r of units in 4it41'r }, loc ari ons of tanks, cleanouts, and lines to and rrorn tllc tank. Ties ro the tank lids, cleanouts, and syswill 0iould he noted. Plc.u;e infonri Bill and rnysclt. upon c_orrzp?lction of aill the system so wvse both rmty per -Corm as Fin,il lnspcCtion. G, Dean DerOSieT C7, dW! )'7-U30,G21!in t rl atitur 2113R-01 Tax #2467-024-01-001 JOB NAME. Sterker Parcel #2 7CASTLES PROI 5123 Fryning Pan Rd., Basalt LOCATION JOB n A DATE TARTE/D DATE COMPLETED DATE BILLED / 0 / t _ � 9 i3i7 r C?sJ Wit} ( — /lam r JOB COST SUMMARY TOTAL SELLING PRICE # TOTAL MATERIAL e r �^ TOTAL LABOR INSURANCE o SALES TAX r' MISC. COSTS f f� Fi � + 6"., P 11f 1 { t j .� lil � `` `' - �" - ` TOTAL JOB COST A, '' r.GROSS PROFIT t lu.f r r c = 'r' '� , LESS OVERHEAD COSTS % OF SELLING PRICE ,y f NET PROFIT 7_3 FOLDER Product ^2ry78 }g-�;, t�,.Jf go"Printed In U,S.A. `; ma's C. _ $ 1 C- s i l i ri'-. ) I / ------------------ too PUMP TA ABANDONENK AMKNDISTNG FILL UJITH SYTEMLs PROFILE HOLE •DIRT, PLUG ALL LINE PERCOLATION TESTS DISPOSE OF CONTAMINATED MATERIAL PER EAGLE COUNTY REGULATIONS INSTALL NEW 4 wR :v=vc t-X'VM t:At--H UNIT TO NEW SEPTIC TANK r/- MIN SLOPE ■ --N o0o, FELD N, 11 NEW 2, G N rib 50 0 50 100 -4011111 SEPTIC N< IE TANK 0-r BENCH TOP 5E FIELD FED F MWER 1 inch 50 feet Ty Ow C40RNM BLOCK 5Y ENG ro TRA IWLTRATOR TRENC SYSTEM 3 1�� 5 ROWS OF 11 UNITS 55 TOT 4"35 C WELL FOR ALL UNITS USE 411 SCH PVC MILTRATOR6, USE IAL lo' Le alw NSTALLIMIJ 4" 81 >R 35PVC FOR sERL4L La4RI5UT10"5TRI5UTION TO Dkll' allTE FLOW FROM E4rH UNIT "0 NEW 5ETUJEEN INT EACH ROLUO IE To EE FIELD R MIN SEPTIC— TANK ro I IN Vl=-R 5Y THE ENG SLOPE NSTALL T5 ON b, FcLm us" 6nmL wo wrrw TAW -1- - "" ------- /1000, ovto.-,4-,� YELLM ft"m COW rtwjaD - - --- - - - - - L6 b"7 H 89010W E 4B%& FBD < NEW SEPTIC 0 POUER SEPTIC A NS*L NM 4" SOR --9PVC POLE 411 PVC FROM EACH UNIT TO NEW • 15Y EN SEPTI 1',ANK r- MIN SLOPE USE 411 PVC 5 ROLL16 OF 11 UNITS 54 DISTp FOR SM IBUIION INFILTRATORS. USE SEIR 5ETWEEN DISTRIBUTION TO DIISTR INTO EACH RUM, E TO 5E SYSTEM I - UNITS A ND 5 VERIFIED 15Y THE ENGNCI � SYSTEM 2 - UNITS c, o AND E SYSTEM 3 - UNITS F, G AND H it FOND INSTALL VENTS 0; i OW 1& 0 R M 2 G,4LL NTV t . 5 F F T TA K E wm INFILTRATOR TRENCHG USE 4" SCH PVC 5 ROWS or- 11 UNITS wws*ftpwom FOR SERIAL DETFBUTION INFILTRATORS. USE 150E�2--' or wl 4mm shoo Ow "LLM "flk#p MAWW ]BETWEEN ROWS DISTRIBUTION TO DWR Vxm4p b" INTO EACH ROW, E TO 5E F -LD ON A ROW ,ftl,f*4 T966W PLAOM C-W PSAONCAP VERIFIED 13Y THE ENGINEER TEL13*WOW X, pow lu Itm:Opw 4 pap YnJ.M P%AWC C4P rt4RKW EVC-A-= OF ROADWAY A N ID NOTES: . . .... FOND OUTLET SYSTEM TO 5E INSTALL TO MEET ALL EAGLE COUNTY REGULATIONS AND MUJE NLET PAO" CO TRA4T A DESIGN REQUIREMENTS DrrCH FOR FOND SEE ATTACHED MEMORANDUM FOR MORE OrNATM H INFORMATION REGARDING THE DESIGN, 6 6.W19 MAHM S& U00P >w 60OW PM'CPAL HWJ34N INSTALLATIN, AND MATERIALS FOR THE SYSTEM ENGINEER TO VERIFY ALL INVERT ELEVATION" FOR TANKS AND THE TRENCHES CONTRACTOR To SUPPLY A95ULT INFORMATION TO THE E1,1GINEER AND COUNTY UPON COMPLETION INSPECTIONS REQUIRED BY EAGLE COUNTY AND MWE INSTALL 4" I5IOTU5E IN THE EFFLUENT TEE OF EACH STE EfR SUSED I\/ fs ION TANK, wu TO bw pwrm O-A 04AP BAOALT• 604LI =WY• OP-ORADO exmTm AND FIVUW GRO" BACKFUJ. - WMINUS MAX 6' - TOP SOIL BEDDING ZONE FINE NATIVE MATERIAL NO LARGER THAN A 11 V4 DIAMETER WrTHM-fx2-]3F---- INFILTRATOR VVV VV VVVV V VV V V, V v V V 3 66 FOOT DMTRATOR V V VVV TRENCHES - U UNITS IN EACH - 55 TOTAL V V V V TRENCHES, IE TO BE FIELD DETERNEINED V V MINIMUM DEPTH IS 3-FOOT TO BOTTOM OF TRENCH, 10' APART MININUM KARINGA, LTD -2 STER KER PARCELL 2 ] INFILTR AT13R • 250, IE TO BE FIELD DETERMINED BY EN04EER > SEVEN CATLES CABINS 5123 FRYING PAN RD 0 SEPTIC SYSTEM DESIGN 41 SM 40 PVC PIPINGM EACH `-' Im IN Sam DISTFURRION PROJECT NUMBERSITESPLASH PLATES AT EACH DW 97-030.02 SITE PLAN AND DETAILS < 2420 Alcott Street, Denver, CO 80211 Fm*uuhrl PH. 303.450.5550; Fax 30.480.9760 DESIGN: GDD email mweOmwewater.com IL REVISED TRENCH DETAIL NTS [DETA . GD9 nATC' 1 REV. mE,% jTc- mki nv EXISTING AND FUTURE GRMJND 4 - 1 a `l /e — CV BACKFILL - 3'MINUS MAX. 6• - TOP SOIL BEDDING ZONE - FINE NATIVE MATERIAL NO LARGER THAN 1' IN DIAMETER VITHIN 6 ' OF INFILTRATOR vvv 4vv vvvvv vvvv v v vvv vv vvv vv vv v / vv INFILTRATOR 5 - 66 - FOOT INFILTRATOR TRENCHES - 11 UNITS IN EACH - 55 TOTAL TRENCHES. DE TO BE FIELD DETERMINED NBC" DEPTH IS 3-FOOT TO BOTTOM OF TRENCH, 10' APART MINIMUM IE TO BE FIELD DETERMINED BY ENGINEER r 4' SCH 40 PVC P'IPDIG TO EACH FJW IN SIOBAL MSTNMRff= DISTALL SPLASH PLATES AT EACH 90 TRENCH DETAIL — NTS sit, 11 INDIVIDUAL 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. REPAIR PERMIT NO. 2125R-01 BP NO. 01VNER: SEVEN CASTLES PROPERTIES PHONE: 970-927-9927 MAILING ADDRESS: P.O. BOX 1657. BASALT. CO 81621 APPLICANT: WILLIAM MORANO PHONE: 970-927-3132 SYSTEM LOCATION: 5123 FRYING PAN ROAD. SYSTEM #3. UNITS F .G. &H. BASALT. CO. TAX PARCEL NO. 2467.024-01-001 LICENSED INSTALLER: KARINGA INVESTMENTS. ROBYN LAWRY LICENSE NO. 65.01 PHONE 970.927-4973 DESIGN ENGINEER: McLAUGHLIN WATER ENGINEERS, DEAN DEROSIER PHONE NO. 970-925-1920 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR CABINS F, G, & 11 FOR A TOTAL OF 6 BEDROOMS 2000 GALLON SEPTIC TANK. 1705 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 55 INFILTRATOR UNITS, AS M-.R ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED JUNE 6 2001. INSTALL SYSTEM AS HIGH AS POSSIBLE WITH A MAXIMUM OF 12 INCHES OF FINAL COVER, 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, SPECIFICALLY 75 FEET FROM THE POND TO TIME LEACH FIELD TRENCI IES. AS LISTED ON THE FIELD SET OF ENGINEER'S DRAWING. THE ENGINEER MUST PROVIDE 1310-TUBE MAINTENANCE INSTRUCTIONS TO PROPER-1 Y MANAGER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLAT % ITH A S S REGARDING THE INSTALLATION. ENVIRONMENTAL HEALTH APPROVAL: DATE: AUGUST 29, 2001 CONDITIONS: I. 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 13UILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SI[ALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3, CHAPTER 1V, 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: 1705 SQUAREFEET(VIA 55 INFILTRATOR UNITS ) INSTALLED CONCRETE TANK: 2 0 0 0 GALLONS IS LOCATED DEGREES AND . 37 FEET 6^ INCHES FROM THE CLEANOUT FOR TRAILER G. COMMENTS: THE FINAL INSPECTIONS WERE DONE BY WILLIAM CARLSON OF EAGLE COUNTY AND THE DESIGN ENGINEER ON NOVEMBER 30, 2001. THE ENGINEER'S FINAL CERTIFICATION AND ASBUILT DRAWING RECEIVED ON JANUARY 30, 2002 - THIS SYSTEM SERVICES TRAIL A�Y'ITE(�[NOT $�AIE'ETING REQUIREAIENTS WIL E ECT D BEF NAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WIZEN 1%OAK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE FEBRUARY 6, 2002 incomplete Applications Will NOT Be Accepted ��� 3 (Site Plan MUST be attached) 41 ISDS Permit # 1*)10? '�fJ Building Permit # 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 * 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: S a J (L 0 �s S�Y u r l cr MAILING ADDRESS: 0 h 04 , PHONE : 92LI12� t a� APPLICANT/CONTACT PERSON: PHONE: q,TO 91) LICENSED SYSTEMS CONTRACTOR:- 1 i1 PHONE:(? -�'7 S7�� COMPANY/DBAr� �r� V-ADDRESS:[� [ b *************************************************************************** PERMIT APPLICATION IS FOR: (�EW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description:C 1 Tax Parcel Number: Physical Address: BUILDING TYPE: (Check app� abler category) ( ) Residential/Single Family (�} Resident ial/Multi-Family* ( ) Commercial/Industrial* Lot Size: - C1 Number of Bedrooms Number of Bedrooms TvDe *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: '�e) Well ( ) ( ) Public Nam i APPLICANT SIGNATURE: (Check applicable category) Spring ( ) Surface AMOUNT PAID: _} �-�y RECEIPT 7 9d`7 DATE: g 3 G I CHECK #: 31 g CASHIER: -T L DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-counry.com EAGLE COUNTY, COLORADO February 6, 2002 Seven Castles Properties, Inc. Attn: Warwick Karinga 7104 Frying Pan Rd. Basalt, CO 81621 Raymond P. Merry, REHS Director RE: Final of ISDS Repair Permit #2125R-01 Tax Parcel #2467-024-01-001. Property location: 5123 Frying Pan Rd., Trailers F, G, & H, Basalt, CO. Dear Mr. Karinga: 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, �1 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 Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Date: August 29, 2001 TO: Karinga Investments FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle. Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Repair Permit No.2125R-01. Tax Parcel # 2467-024-01-001. Property Location: 5123 Frying Pan Rd., Basalt, CO., Seven Castles Properties, Inc., property. Enclosed is your ISDS Repair Permit No. 2113R-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 McLaughlin Water Engineer's, Dean Derosier McLAUGHLIN WATER ENGINEERS, ltd. 111 P AABC ASPEN, COLORADO 8161 l 970-925-1920 970-925-1974 fax mweaspen@rof.net MEMORANDUM Date: January 22, 2002 To: EAGLE County Environmental Health, HILL C From: Dean Deresier; McLaughlin Water Engineers, Ltd. RE: 7 SEVEN CASTLES (CABINS)Septic System - Recommendation of Final Approval 97-030.02 - 5123 FRYING PAN ROAD ECEH Permit # 2113R-0I 2124R-01 2125R-01 This Final approval letter is written for all three septic systems and the associated three permits that serve the 8 cabins at Seven Castles, (OLD Sterker Property). All three systems were designed, installed and placed into service in fall of 2001. NNE, ECEH, and GDD inspected the installation of the system and found it was installed according to NNE's design and ECEH requirements. This letter is to serve as the acceptance letter for MWE and recommendation to Eagle County for final acceptance of the system. To my knowledge all three systems were installed according to MWE standards, the system layout was installed per the attached asbuilt design drawing, which can be used as the asbuilt for all three systems and permits. Each system consists of 1 - new 2,000 gallon and 5 rows of 9 and 1 row of 10 units, serial distribution system with 55 total units. All trenches were installed using a infiltrator gravelless chamber system. All setback limitations were meet. Please ca�l:l��i"S.Yov�liave any questions. .�' co_�9r_, rl n . �•. ���� G. Dean Deibsier, P:;�E 25002 ; e • J' "J/U.,�O�.....o'U��� a" O Ain Etloo+ S g-/eg iz- s v �e Sys a C. Qdip C= c4kn 36�� 2125R-01 Tax #2467-024-01-001 JOB NAME- 5123 Frying Pan Rd 7 CASTLES Trailers F, G, H PROPERTIES JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED ( �7 2- v 2V ' -- 74 JOB COST SUMMARY 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 JOB FOLDER Printed In U.S.A. A _ IpO ABANDONE EXISTING SYTEM b.. PROFILE HOLE PUMP TANK AND FILL WITH PERCOLATION TESTS x DIRT, PLUG ALL LINE �00 DISPOSE OF CONTAMINATED MATERIAL PER EAGLE COUNTY REWLATIONS INSTALL NEW 4" SDR 35PYC / FROM EACH UNIT TO NEW INSTALL NB.0 CLEAN OUTS SEPTIC TANG 2�o MIN FROM EACH UNIT (TYP 8 ) SLOPE NEW TOP OF OWPE SEPTIC NK E `W AM �Bala+TOP ��/ 00 BE FIELD FED F , Toe / CORrr�¢ Bl aac / 40 SY ENG POu� IN Tv ceF+ env asss / INFLTRATOR TREN SYSTEM 3 T© E 50 0 50 100 1 inch = 50 feet 5 1111 OF 11 UNITS 55 TOTAL 4" 35 c tUFu WELL FOR ALL UNITS USE 4 SCH PVC INFLTRATORS. USE IAL IL eb.Ss FournatioN / , �3, „ / FOR SERIAL TR f�91a - I4TRIBUTION TO DIS CUTE FLOW MIN $►� INSTALL NEW 4" 35PVG n,b ass i E3�=TUJEEN EACI-! ROW, E TO BE FOLD FROM EACH UNIT 0 NEW VE2 BY THE ENG SEPTIC TANK r. IN wwcm Do SLOPE INSTALL N ELU CLEAN OUTS _ _ POu�e eb -� — — - � � ArE FROM UNIT (TYP 8) _ _____Y_ _______ _p4m_—-_____________.__ -- -�' _ It TALL TS ON OWFW05W6VA-.ROD WffN _ ' -- — 1 — O�E•4D POU#Et UiSM Y --~ • tom YELLGW PLASTIC GdJo hL4lQiC9D ++ +a+a• s aaaa s 22 Z StORI' $B 3' 923 \� Tb 2 _ — — — — - — _ — _ _ _ — — — — — _ - - - -- - - -- - - _�, C --POUIeGLe LS bw N ~Oe 8.Ota r*LD tk O NEW2, SEPTE T NK B TO Q \ 4" PVC INS'4LL NEW 4" SDR 35PVC BE FELD IF FROM EACH UNIT TO NEW to BY ENG � ... � \ B SEPT k TANK 2qo MIN 1Nllill6w flil rs CReai POND WT". am!L*Vwfw YELLMP.ASM CAR. KAPQKM e" eeernaQ 0" C. a ZI H srcio oc• w mou• �aeca�o a PeLa PONO asT? ET DITCH PART of `7AWT-60 ilium N wai," 14o 2, To *ow B a4mt now ab w Or % ! ww Pnw-P.Q. r ao" F 2 5 T E F, E F�,� a u 5 ID I \/ 13 10 N Wo TO bw MCrNO Mi ftwD @AUtT. EAGLE C01i COL IV" INFILTRATOR TRENCHSYSTE11 2 USE 4" PVC 5 ROWS OF 11 UNITS 55 T T,4L FOR SER DISTRIBUTON INFILTRATORS. USE "�ff SETU ELN DISTREWION TO DISTR F INTO EACH ROW. B TO BE �Lt VERIFIED BY THE ENGINEER INSTALL VENTS ON 10' R M INFILTRATOR TRENC 4 S 1 � USE 4" SCH PV!: 5 ROWS OF 11 UNITS FOR t0 AL FOR SERIAL DeRlIBUTION INFILTRATORS. USE SERIAL BETWEEN ROWS DISTRIBUTION TO DISTR�U F INTO EACH ROW, B TO BE F VERIFIED BY THE ENGINEER \ NOTES: SYSTEM TO BE INSTALL TO MEET ALL EAGLE COUNTY REGULATIONS AND MWE DESIGN W-WIREMENTS SEE ATTACHED MEMORANDUM FOR MORE INFORMATION REGARDING TI6 DESIGN, INSTALLATIN, AND MATERIALS FOR THE SYSTEM ENGINEER TO VERIFY ALL NVERT ELEVATION" FOR TANKS AND THE TRENCI-EB CONTRACTOR TO SUPPLY ASBUILT INFORMATION TO THE ENGINEER AND COUNTY UPON COMPLETION INSPECTIONS RE=IRED BY EAGLE COUNTY AND MWE INSTALL 4" 51OTLIBE N THE EFFLLENT TEE OF EACH TANK. a �►. , u r•n n BACKFILL - 31MINUS MAX. 61 - TOP SOIL BEDDING ZONE - FIE NATIVE MATERIAL NO LARGER THAN 1' IN DIAIETER WITHIN 6 ' OF INFILTRATOR -- vvv vv vvvv vvvv vv v vvv vv vvv vv vv v / vv INFILTRATOR OTAW INSTA'LrL. NEW CLEAN OUTS FROM UNIT (TYP 8) 1 SYSTEM 1 - UNITS A NO B A SYSTEM 2 -UNITS C, D AND E SYSTEM 3 - UNITS F, G AND H 1 2 GALL NT, O T E WFR \ B F G FECE MST�LL ON ROW ;. t POD PEaEBTAL \ W ems` BTM ROD MN ftAOTG CAP t LgEtit�^!R 3i56 iNLET DITCH FOR POND t 3 - 66 - FOOT INFILTRATOR TRENCHES - U UNITS IN EACH - 33 TOTAL TRENCHES. ME TO BE FIELD DETERMEINED N11i DEPTH IS 3-FOOT TO BOTTOM OF TRENCH, W APART MINIMUM IE TO BE FIELD DETERIOHED BY 4' SCH 40 PVC PV= TO EACH ow BY SERM DES OUNT= DISTAI.L SPLASH PLATES AT EACH 00 PROJECT NUMBER 97-030.02 7/19/01 1 ADDED CLEAN OUTS ON ALL UNITS GDD �,� 1 REVISED GDD TRENCH DETAIL -` N T S TDESIGN. GDD DETAIL• GDD CHECK: DATE REV. ' REVISION BY - -- - - - om- ri'L , .. EA(34t (')i � TY M8NT KARINGA, LTD - STERKER PARCEL2 SEVEN CATLES CABINS 5123 FRYING PAN RD SEPTIC SYSTEM DESIGN SITE PLAN AND DETAILS 2420 Alcott Street, Denver. CO 0211 �- rast PS. 303.458.5550; Fax 303.480. 768 email mwe@mwewater.co DATE: 6/01 DRAWING C NUMBER J 1 i ABANDONS EXISTING SYTEM PRC=ILE HOLE _ loo PUMP TANiG AND FILL WITH DIRT, PLUG ALL LINE • PER001.ATION TESTS DISPOSE OF CONTAMINATED Epp I , i $ COUNTY RSGd,ILATE ICON . 1; INSTALL NEW 4" SDR 35PVC FROM EACH UNIT TO rlEW INSTALL NEW CLEAN OUTS vEPTIG TANK 2'�o MIN FROM UNIT (TYP S) M ,` ► 1— —. i _ . . SLOPS e PB.D NEW , � 50 0 Tor oR xrx� / / SEPTIC E P NK �arE 50 100 rower ems+ Ta° ��/ / (� SE FELD VERIFIED F TAW I . 14p BY Eta 1 inch = 50 feet Tee ^ 00Rr M Mom Tv ow / TO O T TREK SYSTEM 3 I e t "asea INFILTRA OR 5 ROWS OF 11 UNITS 55 TO , ! ! 4" 35 ,lC, lUEL1, E / WELL FOR ALL UNITS f i i USE 4" SCH PVC INFILTRATORS. USE IAL f " z IL0& LOW, 10' INSTALL NEW 4 S 35PVC I ; ss rouw►TtoN / FOR SERIAL g15ii��fo ISTROUTION TO ID �lTE FLOU1 FROM EACH UNIT O NEW BE'TLUEEN EACH ROW. E TO 5E FELD- R MIN { VER 5Y THE ENG SLOPE, TANK 2�a IN To \►'� i� !urfrys�� ! Ioruc, ____ ____________ FOAM�' _ INSTALL TS ON �V '"" — — '°i0 .T • \ ` Fours sere area. �aoc LUtM Z.d_ _ _ _ _ t _ _ — — — — — _ — _ _ _ _ _ _ _ _ — --- — TiNJK N ee>w'+e• s +ate'aaa ... + — — — — _ _�� — _ PCILER L�66 — — — — — — — — -- _ — — \ 36 bww Y84AW M A8Tr— CAP M4FaW J �2 STORY W-3' 023 J — — `— ., — _ _ 19' _ %`i la 5"7 N OV490V 6 4DL& T-ELD I .w O NEW 0 SEPTIC T TO t�4�� PVC INSt 4L NEW 4" SDR 35PVC P ' _ 5E FELD IF C-As BY ENG I 8 FROM EACH UNIT' TO NEW (0 1 SEPTi TANK ra, MrN R SLOPE -�--' { ua� rAwcrr� INFILTRATOR TREN YS 2 � E 4" FAG 5 ROWS OF it UNITS 55 T TAL - -- USE INFILTRATORS. USE SER �1 INSTALL NEW CLEAN OUTS i FOR SEF2 DISTRIBUTION DISTRIBUTION TO DISTR FL FROM ' AG UNIT (TYP S ) - 5VUEL N INTO EACH ROW, tE TO BS LLD SYSTEM I - UNITS A NO B VERIFED BY THE ENGA \ SYSTEM 2 - UNITS C, D AND E SYSTEM 3 - UNITS F, G AND H ,►. POND INSTALL VENTS ON OW , 10 2 GALL Nw M T IE LURE y Qi as 1 F _ Q INFILTRATOR TRENC 4 $ , USE 4" ;CH PVC 5 ROLLIS OF 11 UNITS FOR T AL S \ so be" &ROL Paco wwFC)R I�FLTRATORS. USE SERIAL I I �MuU G'IYFd�FD TR�3UT10N DSTR�./T0N' T,.01TR� n .... •••.-M _ INTO EACH ROW. IE T08EF INST ON, ROW ,� r,.,.,, � VER iF I>=D BY THE ENGINEER .� C. 2rae,+o+� feOtLeR PEMTt Lai POLE .........w.....+.". .......»..-.--...-..•...+.. - - ..--...... - __ ..... N 17D0"QO' 1 D70.L' 11fG.KJ I IpD •\ � .� _ ww.+'^r"......,-^... ......---._,.......,.,......-..+..•.a...»..r _.---.^..._..,.......... `\ "" a EiM• dG. l'4'O URN - 1 ,..•.wi'^`,,,,,.._....,_.,..,,,,..r,,..,,.......,. w.«..._,.--+.-...........o......,........,,,..,,,, \ YRADW PIMTG CAP IYN1® -- EDCIE OF ROADWAY NOTES: .-.,.... POND OUTLET r SYSTEM TO 5E INSTALL TO MEET ALL EAGLE COUNTY REGULATIONS AND MWE _ - . NLE t DESIGN RECUIREMENTS DITCH DITCH FOR POND RS OF TAT 4,o SEE ATTACHED MEMORANDUM FOR MORE . INFORMATION REGARDING THE DESIGN, \4° INSTAI..LAM AND MATERIALS FOR 1,41) Y. TWOW a 6NM Arne es "01 OF n. WOW ~ cr.4L ra w+ THE -SYSTEM \ . i _ ENGINEER TO VERIFY ALL INVERT ELEVATION" FOR TANKS AND THE TRENCHES CONTRACTOR TO SUPPLY ASBUILT INFORMATION TO I T-iE EN~NEER AND COUNTY u'=oN COMPLETION • i INSPECTIONS REQUIRED BY EAGLE COLINTY AND MI ' INSTALL 4" 51OTU15E IN THE EFFLUENT TEE OF EACH TANK. e� •o bw waw PAN ro+o ems. EnOd GAMY, cu+oo r-.Me"r�1r_ AUTO n M ter r_nni ILM BACXF" - 31MDIUS MAX. `61 - TOP SE BODING ZONE -pF � FINE NATIVE MATERIAL NO LARGER THAN 10 IN M METER VITHIN 6 ' ff' s - 66 - FOOT INFILTRATOR TRENCHES - U UNITS IN EACH - 55 TQTAL TRENCHES. IE TO BE FIELD DETERMED+ED MINIMUM DEPTH IS 3-FIXIT TO BOTTOM OF TRENCH, 10` APART MIND" IE TO BE FIELD DETERMINED BY- ENGINEER 4• SCH 40 PVC PtDNG TO EACH ROV IN SERIAL WROUTEN INSTALL SPLASH RATES AT EACH DCD _ TRFNr.H T-TATI - NTS tsi � l f ' a t,. 2001 ' KARINGA, LTD - STERKER PARCEL2 SEVEN CATLES CABINS 5123 FRYING PAN R D -tiP ~3 SEPTIC SYSTEM DESIGN PROJECT NUMBER ` z SITE PLAN AND DETAILS- 9 7 - 0 3 0.022 ' 2420 Alcott Street, Deaver. CO bom mwetiR; Fax ter.co 766 s: �� 114 ■1GIi61 �r:.7�� PH. 1r�•'� mweemwewater.co ,�wr�+� DESIGN: CDD "• email email '^°""'_ °' DETAIL GDD j'=" �� `j DRAWING S J -' j INDIVIDUAL 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, REPAIR PERMIT NO. 212411-01 BP NO. OWNER: SEVEN CASTLES PROPERTIES PHONE: 970-927-9927 MAILING ADDRESS. P.O. BOX 1657 BASALT CO 81621 APPLICANT: WILLIAM MORANO PHONE: 970-927-3132 SYSTEM LOCATION: 5123 FRYING PAN ROAD. SYSTEM #2. [:NITS C. D & E BASALT CO. TAX PARCEL NO. 2467-024.01-001 LICENSED INSTALLER: ROBYN LAWRY LICENSE NO.65-01 PHONE: 970-9274973 DESIGN ENGINEER: MCLAUGHLIN WATER ENGINEERS, DEAN DEROSWR PHONE NO. 970-925-1920 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR CABINS C, D, & E, FOR A TOTAL OF 6 BEDROOMS 2000 GALLON SEPTIC TANK -705 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 55 INFILTRATOR l iNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED JUNE 6 2001- INSTALL SYSTEM AS HIGH AS POSSIBLE WITH A MAXIMURI OF 12 INCHES OF FINAL COVER, RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOULS. AND DO NOT INSTAL[. 1N 1VET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK RE UlREMENTS SPECIFICALLY 75 FCET FROM THE- POND TO THE LEACH FIELD TRENCHES. AS LISTED ON THE FIELD SET OF ENG[NEE R'S DRAWING. THE ENGINEER MUST PROVIDE Bi0-TUBE MA[NTCNANCE 1NSTRUCT1flN5 TO PROPERTY MANAGER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK ENVIRONMENTAL HEALTH APPROVAL DATE: AUGUST 29 2001 LUNDiTIONS: 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. 1913, 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 DEPART'IENTS 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 C051PLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM 1S APPROVED PRIOR TO COVERING ANY PORTION OF THE SVSTEI%I. INSTALLED ABSORPTION OR DISPERSAL AREA, 17 0 5 SQUARE FEET (VIA 55 INFILTRATOR UNITS ti INSTALLEDCONC TANK: 00 GALLONS IS LOCATED DEGREES AND 50 FEET INCHES FROM THE CLEANOUT FOR CABIN D. COMMENTS: THE FINAL INSPECTION WAS DONE BY WILLIAM AR LSON EAGLE QQTINTX AND THE DESIGN ENGINEER ON NOVEMBER 30 2 1 AND AS BUILT DRAWING WERE RECEIVED ON JANUARY 30, 2002. THIS SYSTEM SERVICES CABINS C, D, & E. ANY ITEM NOT MEETING REQUIREMENTS WIL E E ::?!AL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE-INSPECTIOY WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATi= FEBRUARY 6 2002 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # 12 ( "d Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 61631 Eagle (970)328-8755, Fax (970)328-0349, E1 Jebel (970)927-3823 * FEE SCHEDULE * APPLICATION FEE * 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: 11 PROPERTY OWNER: MAILING ADDRESS: 0 alyv- ONE: APPLICANT/CONTACT PERSON: PHONE: _ 3/3Z LICENSED SYSTEMS CONTRACTOR: c~ //11 �� ^^ PHONE : COMPANY/DBA:S4 0 vNLAs ADDRESS: mot" b ******************************************************************** ****** PERMIT APPLICATION IS FOR: (./� NEW INSTALLATION ( ) ALTERATION ( REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Sf Tax Parcel Number: i yQ� q —p 1 _ UU l Physical Address: BUILDING TYPE: (Check applicable ( ). Residential/Single Family (! Residential/Multi-Family* ( ) Commercial/Industrial* QZ" category) , Z)r E, Number of Bedrooms Number of Bedrooms Type *These systems require design by a Registered Professional Engineer TYPE OF/WATER SUPPLY: (Check applicable category) (V) Well ( ) Spring ( ) Surface ( ) Public Name o S e - APPLICANT SIGNATURE: Date: AMOUNT PAID: 3-50 RECEIPT #: ?,f3 DATE: p CHECK #: / CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http. Ilwww.eagle-county.com EAGLE COUNTY, COLORADO Date: August 29, 2001 TO: Karinga Investments FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Repair Permit No.2124R-01. Tax Parcel # 2467-024-01-001. Property Location: 5123 Frying Pan Rd., Basalt, CO., Seven Castles Properties, Inc., property. Enclosed is your ISDS Repair Permit No. 2113R-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 pemut 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 McLaughlin Water Engineer's, Dean Derosier DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com tAULL COUNTY, COLORADO February 6, 2002 Seven Castles Properties, Inc. Attn: Warwick Karinga 7104 Frying Pan Rd. Basalt, CO 81621 Raymond P. Merry, REHS Director RE: Final of ISDS Repair Permit #2124R-0I Tax Parcel #2 location: 5123 Frying Pan Rd., Cabins C, D & E, Basalt, Property Co. Dear Mr. Karinga: 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, J-a �l 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 McLAUGHLIN WATER ENGINEERS, ltd. l i 1 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-1974 fax mweaspen@rofnet MEMORANDUM Date: January 22, 2002 To: EAGLE County Environmental Health, BILL C From: Dean Derosiera McLaughlin Water Engineers, Ltd. RE: 7 SEVEN CASTLES (CABINS)Septic System - Recommendation of Final Approval 97-030.02 - 5123 FRYING PAN ROAD ECEH Permit # 221JR-0I 2I24R-0I 2I2SR-0I This Final approval letter is written for all three septic systems and the associated three permits that serve the S cabins at Seven Castles, (OLD Sterker Property). All three systems were designed, installed and placed into service in fall of 2001. MWE, ECEH, and GDD inspected the installation of the system and found it was installed according to MWE's design and ECEH requirements. This letter is to serve as the acceptance letter for MWE and recommendation to Eagle County for final acceptance of the system. To my knowledge all three systems were installed according to MWE standards, the system layout was installed per the attached asbuilt design drawing, which can be used as the asbuilt for all three systems and permits. Each system consists of I - new 2,000 gallon and 5 rows of 9 and I row of 10 units4 serial distribution system with 55 total units. All trenches were installed using a infiltrator gravelless chamber system. All setback limitations were meet. Please call is you have any questions. `4o-GG;) pA;OR1/'/�� 59;-% G. Dean Derosier2.F_P? 4. �J Q � ua � P o • n np,��/��,�� N McLAUGHLIN WATER ENGINEERS, ltd. l I 1 P AABC ASPEN, COLORADO 81611 970-925-1920 970-925-19741ax inweaspen@rot.net MEMORANDUM Date: June 20, 2001 To: Eagle County Environmental Health - From: Dean Derosierf McLaughlin Water Engineers, Ltd. RE: KARINGA, LTD. - Design Notes FOR SEVEN CASTLES CABINS - STERKER PARCEL 2 5123 FRYING PAN ROAD - REVISED DESIGN NOTES The following are my design notes for the Seven Castles Cabins Septic System Design. The site is a flat area on above the Frying Pan River. The Seven Castles Cabins consist of 8 - typo bed roofs trailers and cabins, (5 trailers and 3 cabins) for a total of 16 bedrooms. We have chosen to separate the design for the site into 3 equally sized septic systems. Each design spill be such to handle 6 bedrooms or 3 units. System 1 spill serve units A and B, System 2 spill service units C, D, and E, and System 3 spill provide service to units F, G, and H. Systent one only serves 4 bedrooms, but we have decided to make all three systems equal in size to simplify things Each units is less titan 2,000 sq ft and the complex is served by a central well system. Thus each system spill be designed according to the following design criteria and this design applies to all three systems. This format was agreed to by the Eagle County Environmental Health Department prior to the design. Refer to Ray Merry for Questions regarding this approach. Design (typical) - 6 - Bedrooms - 3 units - two bedrooms per unit - Approx. less than 2,000 Square Feet of area - 75 gallons per day per person - 25 minutes per inch (avg 4 holes) perc rates - Perc Test by GDD/MWE - Ground water 20+\- feet from surface unknown not encountered. - Well for domestic water - 175+' min away and above system. - Pond -- 80+` from all three systems BASED UPON THE SOILS THAT CONSIST OF A MIX ROCKS, SANDS AND INTERLACED CLAYS, THE LOADING RATE IS 0.8 GALS PER SQUARE FOOT_ Flow Flow = Q =6 bedr000ms x 2 persons x 75 galldaylper x 1.50 = 1,350 gallons per day. This requires the new system to be 128-feet from the well and 78 feet from the pond per Eagle County setbacks, Tank sizing - minimum requires 1,687 gallons of septic tanks, Design is to install one 2,000 gallon tank for the system. Install biotube in system effluent tee inside septic tank. Area of Septic field required = A A = (Q-1.5) x square roots of the pert rate (AVG) = 1,350/5 X SR(25) A = 1,350 square feet = 88 Infiltrators 50% reduction for use of infiltrator units in a serial distribution system. 1,350 /2 = 675 sq ft or 44 infiltrators. Using Loading rates for system design - 0.8 gals per sq ft. 1,350/0.8 = 1687 sq ft. 50% reduciton for infiltrators = 843.75 sq ft a 15.5 sq ft per infiltrator = 55 infiltrators total required. System Design is to use 5 even trenches of 11 units each or 55 total units in a serial distribution. System size is for 55 infiltrators to allow for even length rows in a trench system, with trenches 10' apart minimum. (5 rows OF I 1 UNITS or 55 total UNITS) The layout of the system is to fit site conditions and meet all setbacks as shown on the attached drawing. Maximum size of bedding material over top of infiltrators is 2". Place geogrid fabric on bottom of each trench prior to setting infiltrator units to aid in settlement reduction. Min cover over units is 12" and approximate dimensions are 46' X 66'. Mound slightly over top of completed system. Use serial distribution for the system piping. The 2,000 gallon tank will be installed in the general area below the units. Compact hole excavated for tank prior to setting tank. Tees will be installed on both the inffluent and effluent lines of the tank, set on the inside of the tank. Set top of line from tee within 1 " of the roof of the tank and extend line downward 12" below center line of tee. Fill tank with water prior to backfill to check for leaks and leave water in tank for placing the system in service. Septic tanks will be a two -chambered tanks with access ports within 6" of final grade. Install 4" biotube in tank effluent line, see attached information. Owner to be responsible for biotube maintenance. Pr,�� Use 4" SCH 40 PVC piping in the Serial distribution to distribute flow to each end of infiltrator units. Install vents/inspection ports on end of each row and splash plate at the end of each row to minimize erosion at entrance. Install new 4" SDR 35 PVC laid at a minimum of 2% from each of the three units to the new tank. Install wyes at all connections from the units to the main collection line. Install cleanouts if necessary at ever 100' minimum or at bends. Insulate lines with less than 5-foot of cover or in uninsulated crawl spaces. All piping to be bedded in a minimum of 2" under and 6" over of 314" screened rock. Piping from tank to field and in serial distribution shall be 4" Sch 40 PVC with a min slope of 1 %. Install clean outs, outside on all units. Adjustments to fit site contours and conditions may be made per approval of the engineer. Elevations of the tank and trenches shall be finalized in the field by the engineer. Installation and operation shall be approved by the engineers prior to final acceptance. System must meet all ECEH regulations and MWE standards and musk,�g1iuVW,,ted by both parites. DfR0•.c G. Dean Duos e�I', E. '� 25002 d gddi7castleAabigs197-030. 02a-+ NAL. 64, s 36 1 CST 36�� 2125R-01 Tax #2467-024-01-001 JOB NAME- 5123 Frying Pan Rd 7 CASTLES Trailers F, G, H PROPERTIES JOB NO. JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED ( �7 2- v 2V ' -- 74 JOB COST SUMMARY 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 JOB FOLDER Printed In U.S.A. )1-'Lo-- i I 1� EXISTING AND FUTURE GROUND BACKFILL - WMINIS MAX, Z-6# TOP SOIL BEDDING ZONE - FINE NATIVE MATERIAL NO LARGER THAN I' IN DIAMETER WITHIN 6 " OF INFILTRATOR ®vv.vv vvvvdvvvv v v v ® v v 5_ 66 _ FOOT INFILTRATOR mamma v v v " " TRENCHES - 11 UNITS IN EACH - 55 TOTAL vv vv TRENCHES. X TO BE FIELD DETERMEINED q MINIMUM DEPTH IS 3—FOOT TO BOTTOM OF o�� ft 1 KAINGA. tTD - STERKEf� PAI�CEE TRENCH, I APART MINIMUMr� e� ®� yg.�s� e , 4 INFILTRATOR Vz +� e iE TO BE FIELD DETERMINED Bi ENGINEER " � � SEVEN CATLES CABINS 5123 FRYING PAN RD- 1 (�,��� �t q�r� SEPTIC SYSTEM DESIGN - 41 SM 1Y M . T � Y EACH W,&L �me PR�ECT!O?+RBER SITE PLAN AND DETAILS ( oJ—030.OL I I �i 2420 Alcott Street, Denver, CO 60211 PH. 303.458.5550; Fax 303.480.9766 if1��"ih !f'v! ! `r1rT T DESIGN: Goo 4n==rs.ita. email mwe@mwewater.com !�®I !i'" i� L 1\4� L I I"9 L DETAIL: 000 --- c DRAWING CHECK: DATE: 6/0 1 NUMBER