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Home My WebLink Aboutpitkin.eh.246732400009 (2000)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. 1 /c Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St., Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # 00074 Parcel ID # 2467-324-00-009 Type of permit New( ) Repair( ) Addition to House() REMODEL OF OLD HOUSE Name of Owner Biddle LLC / Land and Cattle Co LLC Street Address 5459 E. Sopris Ck Rd Property legal description Size of lot 300 acres Total square footage of the house 2,658 Water source Private Well # of bedrooms in house Caretaker unit # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit l9es# ^ttit1R'rooFrls^�Ij - THRE'�edroom's : ^ >' ... ,NOW Permit information Designed by Timberline Engineering Mailing Address PO Box 631, Carbondale, CO 81623 Perc rate 34 mpi Profile hole depth 8 ft Depth to groundwater or bedrock 5-1/2 ft Septic tank capacity 1500 Absorption area *see engineer design Comments Septic permit approved per compliance with the engineer design and specifications dated 8/18/00. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Design is for a 1500 gal. Two compartment concrete septic tank, a sand mound with a sand bed area of 54 X 32.33 = 1746 sq ft, and an infiltrator bed of 8 units X 10 units = 80 units total. The sand must conform to Section 12-5 of the Pitkin County ISDS regulations and an invoice to document the sand material must be submitted. This department does not endorse any brand of products. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. An acceptable water quality test is required before this permit can be finaled. Permit approved by: Date: a 5-10 e) Plans and specifications of the pr osed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this rinstaller: ( nn k,�y�r�•_-✓ approval will be issued. D�te�: lc ASPEAKIN ENVIRONMENTAL HEALTH ARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5074 Name of OWNER _ Q'/& q Owner's Mailing Address Business Phone: Q 30 A - p BG oj rn el&n I ( Home Phone: 3 Primary Contact Person (all communication regarding this permit will go through this person) Name Company 1} T ✓\ CilDnl Contact Mailing Address Business Phone :IRZ$ 3 O le -L' (J& CelPhone:TOb S t^b 01&11 2(,0 Fax: ZS-,a)e)q at 920-5160 or at www.aspen.com/assessor/) Street address of property Legal Description: Lot Size of lot: 392 acres. a-�- /-,-7_�24_0 0.00 ,Block Filing Subdivision Type of proposed structure: �-A7-6.44;6Size of bldg. envelope: Total square feet of house # of bedrooms in house # of offices, lofts & similar sized rooms in house O Caretaker Unit: Attached ( ) Detached ( # of bedrooms in caretaker unit # of Total area(sq. ft.) of caretaker unit lofts and similar size rooms of caretaker unit Permit is for: New Home ( ) Repair due to failure ( X ) emo /Addition ( ) Emergency use ( ) Water: Private well ( )< ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit: second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, watedines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of applicant �17�/L Date r!9 .,!10 Received by A Receipt # r? -�2 r 7_) Date 9 -/ G:\eh\ i sds\isdsa p p. do 3 ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT SEPTIC SYSTEM APPLICATION CHECKLIST NOTE: SEPTIC PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE INFORMATION BELOW IS INCLUDED. The soils test and system design must be done by a Registered Professional Engineer. You should plan to meet with the RPE at your site to discuss where the soils tests should be done to meet all of the County regulations and where you want to put your house. The RPE will be your contact for issues you want to discuss about your system's size and location. The RPE should check each box to indicate the following have been submitted before the application can be accepted. ® CoMRleted application form Engineer design stamped by a RPE registered in the State of Colorado. Site map showing locations of, or stating that the following do not exist: all existing and proposed wells within setback distances (including on surrounding properties), contour intervals, all proposed and existing buildings, property lines, ditches, slopes of greater than 15%, water lines, sprinkler systems, springs, suction (irrigation) lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, ponds, water courses, streams, floodplains, floodways, dry gulches, or existing septic systems. This must include all such features on neighboring properties within setbacks. Complete building floor plans. Floor plans should be 11x17. Proof of adequate water supply: for private wells, recent well driller's pump test showing gpm actually produced, well permit showing legal supply, and test showing good quality; for community systems, proof there is adequate water for all houses served by the system; for other systems, proof of adequat$c i ' and number of gallons/ minute. Well must be drilled before septic permit can be issued. Env. Health has been called to look at profile hole �Ulf Percolation tests (make sure to do lesser of 3 holes or one/1200 sq. ft. of field 17 Permit fee NA Copy of county approval (1041 approval, subdivision approval, etc.) ��A Check if your septic em is within th uildin envelo nd no part of the system is more tha 30" Bove grade. If both of these conditions are not met, you must obtain writrT7A/F11-TR,f proval from Community Development before submitting this application.ND FV 7-AER g:\eh\isds\isdschck / joRS _ ?'48vVc'O&DE SO14 COww O)As pen / Pitkin Environmental Health Department Contact Log Sheet E • 11 ' : Address: " 4_ 1_J •_ Person Spoke'n To Comments I Action to be Taken -�/ O Y//L'///l4MII E • 11 4?V / 1 4 !, ,. .. , -. a I r r: rl 1 t 1• r ok s� � Mr. I STRU ]CIIJ UUCRII L ENGRRUW3NG # CONTRACTII G # CERTIFIED ENERGY DESIGN PROFESSIONAL October 15, 2000 Pitkin County Environmental Health Attn: Nancy MacKenzie 130 South Galena Aspen, Colorado 81611 Re: ISDS Installation Light Ranch 5459 East Sopris Creek Road Pitkin County Dear Nancy: The installation of the ISDS for the above residence has been completed and has been installed in accordance with applicable county specifications and the approved plan. Enclosed is the as - built drawing for the system. If you have any questions, please call me at 963-9869. Sincerely,. David A. Powell, PE � �1 t Reg. No. 25851 cc: John McBride 303 E AABC Aspen, CO 81611 ]P.O. BOX 63 R CARBO2DALE, CO. 81623 ]PHONE 970 963 9869 / FAX 970 963 9003 August 15, 2000 ,rth•Paulak Geotechnical. Inc. 'ounn Road 154 Glenuro,d Springs Colorado S16ol P!vme: 9711-945-79.48 �':,.: •1711.945-x454 :a:cc•�•• I:»gcotrch.cum Kate McBride 303 East Aspen Airport Business Center Aspen, Colorado 81611 Job No. 100 641 Subject: Percolation Testing, Proposed Septic Disposal System, 5459 East Sopris Creek, Pitkin County, Colorado. Dear Ms. McBride: As requested. a representative of Hepworth-Pawlak Geotechnical, Inc. conducted percolation testing at the subject site to evaluate the feasibility of an infiltration septic disposal system. The results of our work are presented in this report. The work was done in accordance with our agreement for professional services to you, dated August 2, 2000. A profile pit and three shallow backhoe pits had been excavated at the locations shown on Fig. 1. Percolation test holes were hand dug in the bottom of the backhoe pits. The test holes were soaked one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the profile pit and consist of about 1 foot of topsoil and 3 feet of medium dense clayey sand with gravel overlying relatively dense slightly silty sandy gravel with occasional cobbles to the profile pit depth of 6 feet. Groundwater was observed in the profile pit at a depth of 51/2 -feet and the upper soils were slightly moist to moist. Percolation tests were performed on August 4, 2000 by a representative of Hepworth- Pawlak Geotechnical, Inc. The percolation test results are presented on Table 1. The percolation test results indicate an infiltration rate between about 14 and 60 minutes per inch. Based on the subsurface conditions, particularly the shallow groundwater, we recommend a civil engineer be engaged to design the infiltration septic disposal system. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH WLAK G MCA �N AO j� Jordy Z. Adamson, r., ,t Rev. bys DEHJZA ...L, attachments c �c/0NAL E �' cc: High Country Engineering - Attn: Deric Walter is Roaring Fork Sand & Gravel Carbondale Pit 1415E Highway 82 Carbondale, CO 81623 DATE: 09/28/00 TICKET: 345335 CUSTOMER: HART J Jerry Hartman Constriction HAULER: Sochovka Trucking TRUCE',: S0qH 9 DRIVER: my OFF ORDER: 5459 East Sopris Creek PRODUCT: ISDS Individual Sewage Disposl GROSS: 53800 LBS TARE : 25080 LBS QUANTITY: 14.3E TON NET 28720 LRS * Manual Weight TIME: 15:14 Loads Today: 7 Gty. Today: 99.84 WSW*4 RATE FREIGHT: TAX TOTAL AMOUNT WeighMaster• UWA11&1 l I INVOICE EDITOSTING THROUGH 09/28/00 - GALS DETAIL 09/29/00 09:12 am Roaring Fork Sand & Gravel Page 1 RESTRICT TO CREDIT TICKETS BILLING GROUPS: GROUP A GROUP B GROUP C GROUP D GROUP E TICKET DATES: 09/01/00 TO 09/28/00 LOCATION: 1 CUSTOMER: HART J ORDER: PRODUCT: HART J Jerry Hartman Construction TICKET DATE ORDER LOCATION P.O. DELIVER PRODUCT QTY MAIL FREIGHT OTHER FEE TAX TOTAL 345127 M 09/27/00 5459 SOP 1 5459 East Delivery 3.50 0.00 192.50 0.00 0.00 0.00 192.50 345143 M 09/21/00 5459 SOP 1 5459 East Delivery 9.00 0.00 495.00 0.00 0.00 0.00 495.00 345363 M _________________ 09/28/00 5459 SOP 1 5459 East Delivery 9.50 0.00 522.50 0.00 0.00 0.00 522.50 SUBTOTAL ________ 5459 ________ _______ SOP 1 __________ ________ _________ 0.00 __________ 0.00 __________ 1,210.00 __________ 0.00 ______ 0.00 ______ 0.00 ___________ 1,210.00 344995 09/27/00 5459 SOP 1 5459 East 3/4" Scr 14.74 71.49 0.00 0.00 0.00 2.86 74.35 _________________ SUBTOTAL ________ 5459 _______________ SOP 1 __________ _________________ 3/4• Scr 14.74 __________ 71.49 __________ 0.00 __________ 0.00 ______ 0.00 ______ 2.86 ___________ 74.35 344998 09/27/00 5459 SOP 1 5459 East Individu 14.43 324.68 0.00 0.00 0.00 12.99 337.67 345018 09/27/00 5459 SOP 1 5459 East Individu 14.30 321.75 0.00 0.00 0.00 12.87 334.62 345024 09/27/00 5459 SOP 1 5459 East Individu 14.91 335.48 0.00 0.00 0.00 13.42 348.90 345043 09/27/00 5459 SOP 1 5459 East Individu 15.52 349.20 0.00 0.00 0.00 13.97 363.17 345047 09/27/00 5459 SOP 1 5459 East Individu 16.11 362.48 0.00 0.00 0.00 14.50 376.98 345062 09/27/00 5459 SOP 1 5459 East Individu 14.73 331.43 0.00 0.00 0.00 13.26 344.69 345078 09/27/00 5459 SOP 1 5459 East Individu 14.86 334.35 0.00 0.00 0.00 13.37 347.72 345094 09/27/00 5459 SOP 1 5459 East Individu 13.19 296.78 0.00 0.00 0.00 11.87 308.65 345104 09/27/00 5459 SOP 1 5459 East Individu 14.25 320.63 0.00 0.00 0.00 12.63 333.46 345125 09/27/00 5459 SOP 1 5459 East Individu 14.21 319.73 0.00 0.00 0.00 12.79 332.52 345165 09/28/00 5459 SOP 1 5459 East Individu 14.19 319.28 0.00 0.00 0.00 12.77 332.05 345205 09/28/00 5459 SOP 1 5459 East Individu 14.05 316.13 0.00 0.00 0.00 12.65 328.78 345214 09/28/00 5459 SOP 1 5459 East Individu 12.94 291.15 0.00 0.00 0.00 11.65 302.80 345230 09/28/00 5459 SOP 1 5459 East Individu 13.95 313.88 0.00 0.00 0.00 12.56 326.44 345251 09/28/00 5459 SOP 1 5459 East Individu 14.00 315.00 0.00 0.00 0.00 12.60 327.60 345273 09/28/00 5459 SOP 1 5459 East Individu 13.65 307.13 0.00 0.00 0.00 12.29 319.42 345290 09/28/00 5459 SOP 1 5459 East Individu 13.55 304.88 0.00 0.00 0.00 12.20 317.00 345314 09/28/00 5459 SOP 1 5459 East Individu 13.78 310.05 0.00 0.00 0.00 12146-- 322.45 345320 09/28/00 5459 SOP 1 5459 East Individu 16.55 372.38 0.00 0.00 0.00 14.90 387.28 345335 09/28/00 5459 SOP 1 5459 East Individu 14.36 323.10 0.00 0.00 0.00 12.92 336.02 345347 09/28/00 5459 SOP 1 5459 East Individu 13.70 308.25 0.00 0.00 0.00 12.33 320.58 345364 09/28/00 5459 SOP 1 5459 East Individu 13.90 312.75 0.00 0.00 0.00 12.51 325.26 _________________ SUBTOTAL ________ 5459 ________ _______ SOP 1 __________ ________ _________ Individu 315.13 __________ 7,090.49 __________ 0.00 __________ 0.00 ______ 0.00 ______ 283.65 ___________ 7,374.14 _______________________________________________________________ INVOICE TOTALS - -------------------------------------------------------------------------------------------------------------------"'-__________--- 26 TICKETS _________ 329.87 __________ 7,161.98 __________ 1,210.00 __________ 0.00 ______ 0.00 ______ 286.51 ___________ 8,656.49 t' #06 1 Tor! %TriL NORT TO SCALE EXISTING GUEST HOUSE P 2 A I "-.z� , , Vi �tv cJ j-3 py L (ZYl1;uti[ — � Or EwsnNG FENCE P 3 I100 641 I GEOTECHNICAL, INC. I LOCATION OF PERCOLATION TEST HOLES I Fig. 1 WORTH-PAWLAK GEOTECHP*L, INC. TABLE PERCOLATION TEST RESULTS JOB NO. 100 641 Page No. 1 of 2 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MINJINCH) P-1 50 15 9 8 '/4 /. 60 8 3/4 8 '/2 8 'h 8 /. 8 7% % 7 3/. 7 'h /. 7'h 7'h /4 7 '/4 7 /. 7 8 %/4 P-2 29 15 water added 7 'h 6 'h 1 7 14 6 'h 4 % l % 4 % 3 'A 1 %a 8 'h 7 % 1 '/4 7 '/4 6 1 '/4 6 5 1 5 3% 1'/4 3% 2% 1 P-3 47 15 10 9 1 30 9 8 1111 /I 8 'h 8 'A 8 7X h 7 'h 71/, % 7 '/. 6 % h 6 Y. 6 'h h 6 Y4 1 5 '/4 Y: 1 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on August 3, 2000. Percolation test were conducted on August 4, 2000. The average percolation rates were based on the last three readings of each test. PWORTH-PAWLAK GEOTECH 'WL, INC. TABLE PERCOLATION TEST RESULTS JOB NO. 100 641 Page No. 2 of 2 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MINANCH) P-4 32 15 1014 9 '/. 1 30 8 '/2 8 Y: 8 7 '/: /, 7 '/a 7 h 7 6 '/2 % 6 '/2 6 /2 6 5'/, h Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on August 3, 2000. Percolation test were conducted on August 4, 2000. The average percolation rates were based on the last three readings of each test. i Sep -07-00 03:50A %MUELSON PUMP CO. INC.0 P.O. BOX 297 WATER SYSTEMS GLENWOOD SPRINGS SALES, SERVICE 8 INSTALLATION COLORADO 61602 945-6309 July 7, 2000 Kate McBride 303E AABC Aspen, Co. 81611 Attn: Kate On June 29, 2000 a well test was conducted on a well on the Light Ranch at 5459 E. Sopris Creek Rd. The following information was obtained; Well Depth approx------------------------------- 30'-0" Casing size(top)------------------------------- 5"(steel) Standing water level ----------------------------- 8.35' Drawdown ® 21 gpm---------------------------10.1' Total test time------------------------------------ 2 hrs. Production is -------------------------------------21 gpm. This test was conducted with the existing pump and related equipment. The well recovered back to 8.90' in 6 min. If you have any questions please call me, Raun Samuelson at 970-945-6309. Sincerely; le2 „w Raun Samuelson FAx- 425-21011 (Ci THIS DRAWING SHOWS ALL EXISTING WELLS WMTHIN SETBACK A. CALCULATIONS GENERAL NOTES --DIS7I+NCFS INCLUDING ON SURROUNDING PROPERhES), CONTOUR INTERVALS, D 1 -7 1. THE INFILTRATOR BED SHALL BE, LEVEL (+ 0.1 FEET \ ALL PROPOStD AND EXISTING BUILDINGS, PROPERTY LINES, DITCHES, SLOPES 1. STANDARD FLOW = 3 BDRM X 2 PERSONS/BDRM X 100 GPD/PERSON = 600 GPD d E1✓y BACKFILL MUST PROVIDE POSITIVE DRAINAGE AWAY FROM THE BED. OF GREATER THAN 15% WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION Z. DESIGN FLOW = 600 X 1.75 = 1,050 GPD (IRRIGATION)lLINES, DRINKING WATER CISTERNS, DRAIN POLES, IRRIGATION DITCHES, Q I 6 ✓ P .. \ LAKES, PffNDS, WATER COURSES, STREAMS, LOOJPLAiNS, FLOOD WA YS, DRY 3. REQUI6ED•SEPTIC TANK CAPACITY = 7,050 X 1.25 = 1,313 GALLONS THE SEPTIC TANK SHALL BE LOCrATED AT LEAST FIVE FEET AWAY FROM THE RESIDENCE c AE` 7W0 COMPA CRETE SEPTIC TANK 3 THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: GULCHES, OR EXISTING SEPTIC S'Y5TZM-SS, -IND ALL SUCH FEATURES ON THE PIPE MUST BE INSTAL ED STRAIGHT IN ALIGNMENT AND GRADE. NEIG✓yBORING PROPERTIES WYFHIN SETBACKS. 2 ll, 4. REQUIRED SAND BED AREA = 2 600 / ( 0.95 GALLONS / SF / DAY) = 63 SF T A CHANGE T E I ALIGNMENT OR GRADE IS NECESSARY, A CLEAN OUT WILL BE REQUIRED AT THE CHANGE. SAND BED AREA PROVIDED = 4 * 32. = 1746 v!' \ THE MINIMUM GRADE OF THE PiPE MUST BE 1/4" PER FOOT. 5. ABSORSTION AREA REQUIRED = A = 1050/5 : / 1 0 = 1.225 SF THE PIPE MUST BE A MINIMUM OF ASTM 2729 PVC PIPE, IF THE LINE CROSSES A VEHICULAR ACCESS, THE PIPE SPECIFICATION SHALL BE CHANGED 70 ASTM 3034 PVC OR BETTER. 1 / 7 6. INFILTRATOR BED INSTALLATION: 1� \ A MINIMUM OF 1 CLEAN 0 T SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDENCE. / \ \ PER UNIT = 79 UNITS MIN. 1,225 S0. FTHE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. T./ 15.5 SOFT. T'•\ THE PIPE FROM THE SEPTIC TANq TO THE INFILTRATION BED SYSTEM MUST BE INSTALLED AS FOLLOWS: 80 UNITS PROVIDED IN A 8 UNIT X 10 UNIT CONFIGURATION 8. WELL SETBACK DISTANCE NF\��P qD\NO` \ THE MINIMUM SLOPE OF THE LINE MUST BE 1/4" PER FOOT. THE PIPE SHALL BE A MINIMUM OF ASTM 2729 PVC PIPE. IF THE LINE CROSSES A VEHICULAR ACCESS, \ 100 + 8 ` ((1050-1000)/100) = 104 FEET OE Or THE PIPE SPECIFICATION SHALL BE CHANGED TO ASTM 3034 PVC OR BETTER. \ 7 o- THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. / 9. DITCH, STREAM AND POND SETBACK DISTANCE 0 60 \ \ 50 + 8 A ((1050-1000)/100) = 52 FEET SRPSGR C5 OE�� \ USE RiSERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6" OF FINAL GRADE. 0, WATERLINE SETBACK DISTANCE Q \NF\� �QR 5a r6. ALL MATERIALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL \ \ 10 FEET TO TANK, 25 FEET TO FIELD LVDN \�1RP - \ COMPLY WITH PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. OF \NF 7. INFILTRATOR COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 1 P 8°jj0M oP SYSTEM DESCRIPTION THIS SYSTEM IS AN INFILTRATOR SAND BED FILTER TYPE. \ f !{ CONCRETE I: TANK IS PEOUIRED EFFLUENT IS TRANSFERRED FROM'SEPi1C TANK TO A DISTRIBUTION BOX AND FROM THERE O r' IS DISTRIBUTED THRU A 4" 0 PIP'NG MANIFOLD TO THE INFILTRATOR ARRAY ON A SAND BED AS SHOWN ON THE PLAN. INSTALL INSPECTION PORTS AT ALL 4 CORNERS / \ e 1 GENERAL INSTALLATION PROCEDURES s jj\ _/ J POPE OFF THE SITE TO PREVENT DAMAGE TO THE AREA DURING OTHER CONSTRUCTION ACTIVITY ON THE LOT. VEHICULAR TRAFFIC OVER THE AREA SHOULD BE PROHIBITED TO AVOID SOIL COMPACTION. STAKE OUT FIELD PERIMETER AND INFILTRATOR BED IN THE PROPER ORIENTATION AS SHOWN. `�\ �, �` �\ ` CUT AND REMOVE ANY EXCESSIVE VEGETATION, TREES SHOULD BE CUT AT GROUND SURFACE AND THE STUMPS i i t Y Q LEFT IN PLACE 11 T ` 4. REMOVE SOIL TO PROVIDE FOR SAND BED TO EXTEND 2 F7 BEYOND INFILTRATOR ARRAY. / DITCH k CREEK SETBACKJ"'� � I � � / D i 5. PLACE THE SAND FILL OVER THE BASAL AREA, KEEP TRUCKS OFF THE ROUGHENED AREA. MOVE THE FILL INTO PLACE y USING A SMALL TRACK TYPE TRACTOR WITH A BLADE OR A LARGE BACKHOE WITH ENOUGH REACH TO ACCOMMODATE THE DIMENSIONS OF THE SAND BED. FINAL SAND DEPTH IS FOUR (4) FEET ABOVE THE MOTTLED LAYER. . INSTALL PERF PIPE CONTAIN SAND EDGES WITH BACY,FILL MATERIAL AND FLOOD THE SAND TO SETTLE AND CONSOLIDATE \ \ a FOR IST 10 FEET LEVEL THE SAND BED AND INSTALL INFILTRATORS AND DISTRIBUTION PIPING PER INFILTRATOR RECOMMENDATIONS FIELD LOCATION _' , WELL SE TBA -K cr I PLACE THE DISTRIBUTION BOX ONI CRUSHED ROCK. INSTALL THE DISTRIBUTION PIPES FROM THE DISTRIBU7ON BOX. 4 ` 0 O �•, 1 Q BACKFILL BETWEEN INFfLTRATORS BY "WALKING IN" THE TOPSOIL AND COMPLETE MOUND SLOPES. PROVIDE FOR FROST PROTEC71ON BY ADEQUATE BACKFILL AROUND PIPING AND EFFLUENT LINE OR PROVIDE # INSTALL ON 3" SCREENED ROCK FILL o ALTERNATE PROTECTION WITH INSJLATION. WELL SETBACK o APPROXIMATE MOUND EDGE PROVIDE POLYLOK FLOW ADJUSTERS a , PROVIDE DITCHES ABOVE THE FIELD TO DIVERT WATER FLOWS AROUND THE FIELD. /►' �i, \� _� ON ALL DISTRIBUTION PIPES PLANT NATIVE GRASSES OVER THE ENTIRE MOUND. SHRUBS CAN BE PLANTED AROUND THE BASE AND UP THE SIDE SLOPES SHRUBS SHOULD BE SOMEWHAT MOISTURE TOLERANT SINCE DOWN SLOPE PERIMETER MAY BECOME WET DURING UH EARLY SPRING AND LATE FALL. PLANTINGS ON TOP OF THE MOUND SHOULD BE DROUGHT TOLERANT, AS THE UPPER 4" SCHED 40 3 , PORTION OF THE MOUND CAN BECOME DRY DURING THE SUMMER INSULATE AS REOD� M SEPTIC TANKS 1 ONE 7,500 GALLONW-n"FIF WICOMPA1f'FMFN•T, SEPfi'C !AHK IS REQUIRED FOR THIS SYSTEM. THE SEPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDENCE CLEANOUT WITHIN 2' OF' -OUSE \ 3. USE RISERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6" OF FINAL GRADE. _ 1 4 THE INLET INVERT SHALL BE A7 LEAST 3 INCHES HIGHER THAN THE OUTLET INVERT. I THE DISTANCE FROM THE OUTLETINVERT TO THE UNDERSIDE OF THE TANK TOP SHALL BE AT LEAST 10 INCHES. 7. LIE UNDERSIDE- DEED FTHE �A�MICiUG OF 30 INCHFS�ANGE HEMAX�'IM14 INCHES 9E{ALLO J07 E ET INCH OF I WITHIN ONE J CE Si �;TAI�1�°d6£ 01�' 7 INVERT. _ 1 THE TANK LENGTH OR 60 INCHES WHICHEVER IS LESS. THE TRANSFER OF LIQUID FROM 'NE FIRST COMPARTMENT TO THE SECOND SHALL BE MADE A7 A LIQUID �I( \ SEE TANK DE7Ali_ C I \ DEPTH OF AT LEAST 14 INCHES OELOW THE OUTLET INVERT, BUT NOT IN THE SLUDGE ZONE. BE PROVIDED IN EACH COMPARTMENT THE CLEAN OUT MUST BE LOCATED WITHIN TWO FEET OF THE RESIDENCE I FT MINIMUM COVER OVER INFILTRATOR THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. I FT MINIMUM COVER OVER INFILTRATOR a LTH�E� PIPE FROM THE SEPTIC TANK TO THE DISTRIBUTION BOX SHALL 8E 4 INCH DIAMETER. 5 [tE {3T,1iitBUTION MORE INSIDE 71 IN BIlA6� HOLES ORIENTED DOWNWARD j:l MAxIMUM SLOPE - 3:1 MAXIMUM SLOPE 6. THE DISTRIBUTION PIPE SHALL BE PLACED AS SHOWN IN DETAILS. PROVIDE OPENING AT THE BASE Q" POSITIVE DRAINAGE 4% r POSITIVE DRAINAGE 4% 1 / THE INFILTRATOR END PLATES TC ALLOW THE DISTRIBUTION PIPING TO LAY ON THE SAND SURFACE --- �// INFILTRATORS INFILTRATORS TO BE H-10 STYLE �- 2. INFILTRATOR INSTALLATION TO COMPLY WITH MANUFACTURERS RECOMMENDATIONS 3. INSTALL INSPECTION PORTS AT THE CORNERS OF THE FIELD. I INSTALL PERF PIPE FOR 151 tC Fr FF,7A7 T " IN STALL I,-ry 9. LEAST ONE ACCESS NO LESS THAN 20 INCHES ACROSS SHALL TOP OF SAND TO BE 56' BELOW BOTTOM OF SIDING SEE SPECS, FOR SAND GRADE 10. ALL MATERIALS, INSTALLATION PF,'ACTICES AND SETBACK REQUIREMENTS SHALL COMPLY WITH J \ \ \ c- �a I PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. I W PLASTIC TEE INSTALLED TO UPPER �XTENSIOIN OF INLET __7LEEES 7 BE VISIBLE FROM MANHOLE 6 IN. MAX BACKFlIL ! PIPING z� o / OPENING COVER OF M TYYPPICAL i WATER LE -TO THE WALL SHALL jANHOLE BOTTOM OF FLUID XTENSION TRANSFE- 1. WHERE PLASTIC PIPE AND FITTINGS ARE USED, MINIMUM THICKNESS OF THE PiPE . °'SITIVE POji7,rE MAXIMUM SL CPE °FAI,NAGE DRAINAGE CONFORM TO ASTM STANDARD .5034, SDR35 OR EQUIVALENT. TANK !DIODEP. TTTIIIOL�N�A \ @ "� t 0 43 s \ p�Fp [EEFNN'�q LEE�pRESC HIOnypy WA pTFERT AWL 2 ALL WASTEWATER LINES SHALL PE CONSTRUCTED OF COMPATIBLE PIPE, BONDING AGENT AND FITTINGS. \ SEPTIC TANK DETAIL 3 THE PIPE FROM THE RESIDENCE tO THE TANK MUST BE INSTALLED AS FOLLOWS. SAISTING GRubND- / i \ \..4 FT SAND BED 0" EXISTING MOTTLED LAYER \ THE PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. % � l SGitL�- III � ZJVr 1'-0' MIN. SEE SPECS. F)R SAND GRADE. 1•-G' MIN. I 5GAIX:Irl 20' Ter - IF A CHANGE IN ALIGNMENT OR (sRADE IS NECESSARY, A CLEAN OUT WILL BE REQUIRED AT THE CHANGE. SEC TI ON B 1 -iLALE- _ I. THE MINIMUM GRADE OF THE PIPrr MUST BE 1/8" PER FOOT, THE MAXIMUM GRADE IS 1/4" PER FOOT 7 A MINIMUM OF I CLEAN OUT SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDENCE THE CLEAN OUT MUST BE LOCATED WITHIN TWO FEET OF THE RESIDENCE I FT MINIMUM COVER OVER INFILTRATOR THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. I FT MINIMUM COVER OVER INFILTRATOR a LTH�E� PIPE FROM THE SEPTIC TANK TO THE DISTRIBUTION BOX SHALL 8E 4 INCH DIAMETER. 5 [tE {3T,1iitBUTION MORE INSIDE 71 IN BIlA6� HOLES ORIENTED DOWNWARD j:l MAxIMUM SLOPE - 3:1 MAXIMUM SLOPE 6. THE DISTRIBUTION PIPE SHALL BE PLACED AS SHOWN IN DETAILS. PROVIDE OPENING AT THE BASE Q" POSITIVE DRAINAGE 4% r POSITIVE DRAINAGE 4% 1 / THE INFILTRATOR END PLATES TC ALLOW THE DISTRIBUTION PIPING TO LAY ON THE SAND SURFACE --- �// INFILTRATORS INFILTRATORS TO BE H-10 STYLE �- 2. INFILTRATOR INSTALLATION TO COMPLY WITH MANUFACTURERS RECOMMENDATIONS 3. INSTALL INSPECTION PORTS AT THE CORNERS OF THE FIELD. I GROUND 1. THE SAND SHALL BE CLEAN, CO;RSE SAND, ALL PASSING A SCREEN HAVING 4 MESHES TO THE INCH 2. THE SAND SHALL HAVE AN EFFE,-TIVE SIZE BETWEEN .25 AND .6 MILLIMETER (mm). 3. THE UNIFORMITY COEFFICIENT SHALL BE 4.0 OR LESS. 4. THE SAND SHALL BE AT LEAST fGYMT DEEP ABOVE THE MOTTLED LAYER, 58' BELOW THE BOTTOM OF HOUSE 5 THE SAND SHALL EXTEND 2 FEE' BEYOND THE EDGE OF THE INFILTRATORS. 6. THE SAND MUST BE TH0POJGH--9PLED BY FLOODING BEFORE THE IHkiLTRATORS ARE PLACED 7. THE TOP OF THE SAND RED ShIA 3L LLbE. FINISH GRADING TOPSOIL COVERING THE INFILTRATORS MUST HAVE A MINIMUM DEPTH OF 1 FOOT AT EDGES SEE DETAILS A AND B. THE FINAL SLOPE OF BACKFILL SHALL BE NO GREATER THAN 2:1 (RUN:RISE). 3. FOLLOW INFILTRATOR RECOMMENIA77ONS FOR BACKFILL PROCEDURES, 4 ALL MATERIALS, INSTALLATION PF;ACTiCES AND SETBACK REQUIREMENTS SHALL COMPLY WITH PiTKIN COUNTY INDVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, NOTE: WATERLINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS ARE CLOSER THAN TEN (11') FEET. PIPE OF SCHEDULE 40 RATING OR BETTER MUST BE USED OF SUFFICIENT DIAMETER TO EASILY SLIDE OVER AND COMPLETELY ENCASE THE LINE, RIGID END CAPS OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED IN A WATERTIGHT FASHION TO THE ENDS OF THE ENCASEMENT PIPE. THERE MUST BE A, MOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE PIPE IN THE LOWERMOST SECTION OF THE RIGID CAP SO THAT THE CONVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPE. THE AREA IN WHICH THE PIPE PASSES THROUGH THE END CAPS MUST BE SEALED WITH AN APPROVED UNDERGROUND SEALANT COMPATIBLE WITH THE PIR,,IG USED. ®�DRhDo I FC/s lil rFOi OPC11410 N :SII 1 c�.o � 5 �5 i Oa �h A•` IGEN COPYRIGHT ( I DRAWN BY DP7 DATE 9//8/00 REVISIONS SCALE h5 ShOWN DRAWING 5, 0, 5, 1�f5/6IV L)frA/LS Of NN 7-f -`5 SHEET INSTALL PERF PIPE FOR 151 tC Fr 2'-G' MIN. 4 FT SAND BED OVER MOTTLED LAYER 2-O MNJ, TOP OF SAND TO BE 56' BELOW BOTTOM OF SIDING SEE SPECS, FOR SAND GRADE SECTION A " = 10' �a I i PLAN - W PLASTIC TEE INSTALLED TO UPPER �XTENSIOIN OF INLET __7LEEES 7 BE VISIBLE FROM MANHOLE 6 IN. MAX BACKFlIL ! ANp EX SHALL BE WITHIN 1 MI. OF TOP OF TANK z� o / OPENING COVER OF M TYYPPICAL i WATER LE -TO jANHOLE BOTTOM OF FLUID XTENSION TRANSFE- - `-T OF tiDON . °'SITIVE POji7,rE MAXIMUM SL CPE °FAI,NAGE DRAINAGE TANK !DIODEP. TTTIIIOL�N�A @ "� t 0 43 s p�Fp [EEFNN'�q LEE�pRESC HIOnypy WA pTFERT AWL ?IR L.RNE CO�MECTIONS TO TANK. SEPTIC TANK DETAIL _ 4�E SAISTING GRubND- \ \..4 FT SAND BED 0" EXISTING MOTTLED LAYER TOP OF SAND TO BE 58• BELOW BOTTOM OF SIDING 1'-0' MIN. SEE SPECS. F)R SAND GRADE. 1•-G' MIN. Ter - SEC TI ON B -iLALE- _ I. GROUND 1. THE SAND SHALL BE CLEAN, CO;RSE SAND, ALL PASSING A SCREEN HAVING 4 MESHES TO THE INCH 2. THE SAND SHALL HAVE AN EFFE,-TIVE SIZE BETWEEN .25 AND .6 MILLIMETER (mm). 3. THE UNIFORMITY COEFFICIENT SHALL BE 4.0 OR LESS. 4. THE SAND SHALL BE AT LEAST fGYMT DEEP ABOVE THE MOTTLED LAYER, 58' BELOW THE BOTTOM OF HOUSE 5 THE SAND SHALL EXTEND 2 FEE' BEYOND THE EDGE OF THE INFILTRATORS. 6. THE SAND MUST BE TH0POJGH--9PLED BY FLOODING BEFORE THE IHkiLTRATORS ARE PLACED 7. THE TOP OF THE SAND RED ShIA 3L LLbE. FINISH GRADING TOPSOIL COVERING THE INFILTRATORS MUST HAVE A MINIMUM DEPTH OF 1 FOOT AT EDGES SEE DETAILS A AND B. THE FINAL SLOPE OF BACKFILL SHALL BE NO GREATER THAN 2:1 (RUN:RISE). 3. FOLLOW INFILTRATOR RECOMMENIA77ONS FOR BACKFILL PROCEDURES, 4 ALL MATERIALS, INSTALLATION PF;ACTiCES AND SETBACK REQUIREMENTS SHALL COMPLY WITH PiTKIN COUNTY INDVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, NOTE: WATERLINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS ARE CLOSER THAN TEN (11') FEET. PIPE OF SCHEDULE 40 RATING OR BETTER MUST BE USED OF SUFFICIENT DIAMETER TO EASILY SLIDE OVER AND COMPLETELY ENCASE THE LINE, RIGID END CAPS OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED IN A WATERTIGHT FASHION TO THE ENDS OF THE ENCASEMENT PIPE. THERE MUST BE A, MOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE PIPE IN THE LOWERMOST SECTION OF THE RIGID CAP SO THAT THE CONVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPE. THE AREA IN WHICH THE PIPE PASSES THROUGH THE END CAPS MUST BE SEALED WITH AN APPROVED UNDERGROUND SEALANT COMPATIBLE WITH THE PIR,,IG USED. ®�DRhDo I FC/s lil rFOi OPC11410 N :SII 1 c�.o � 5 �5 i Oa �h A•` IGEN COPYRIGHT ( I DRAWN BY DP7 DATE 9//8/00 REVISIONS SCALE h5 ShOWN DRAWING 5, 0, 5, 1�f5/6IV L)frA/LS Of NN 7-f -`5 SHEET fRA�OR SE OF INF11' O� OIOINO ODOR @ BA g000W 80O�OM OND INFI��R R 5 8„ ND 2' 600 INFI��RA�O OF S A OF OINE OD �gOO�OM OO� S A co lb lop \ 1 80 H-10 INFILTRATOR UNITS INSPECTION PORTS AT ALL 4 CORNERS \ 1 31.2 D SN �\ U WELL 0 APPROXIMATE MOUND EDGE 12 PORT "D" BOX 'LOK FLOW ADJUSTERS CLEANOUT WITHIN 2' OF HOUSE -1- 0 C N cp. 1 11 45.6 DERF PIPE FOR 1ST 10 FEET 0 1~ 23 = 0 N I I 0 0 0 p'P��pO REGiSIa, Vol' jp 25851 ...........;r COPYRIGHT b DRAWN BY DP ao O q. Iz- U u u O o�o � � U u,i Z DATE REVISIONS SCALE 11140' DRAWING �S-DUILT SHEET