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HomeMy WebLinkAboutpitkin.EH.264723200001 (2006) (Main House)t 01 Pitkin County Environmental Health & Natural Resources Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 7 Permit # 06069 Parcel ID # 264*232-00-001 Type of permit New( X ) Repair( ) Addition/Remodel to House( ) MAIN HOUSE Name of Owner Bill & Nancy Hill Street Address 6889 Capitol Creek Road Property legal description Size of lot Water source 100 acres Total square footage of the house 5,750 Private Well # of bedrooms in house 4 Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit FOUR = 3 bedrooms + 1 exercise room w/ access to 314 bath Designed by All Service Septic Mailing Address P.C. Box 5844, Glenwood Perc rate 31 Profile hole depth 8 ft Minimum Septic tank capacity 1750 Permit information s. CO 81602 Depth to groundwater or bedrock > 8 ft Minimum Absorption area 1559 sf ** Comments Septic permit approved per compliance with the engineer design and specifications dated October 18, 2004. 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 minimum 2,000 gallon two-compartment concrete septic tank with an effluent filter on the outlet tee. Then gravity flow to a 9 --outlet concrete distribution box, with equal distribution to 5 trenches with 13 Standard size gravelless chambers in each trench for a total of 65 chambers. **Engineer has used a 40% reduction in field size for using gravelless chambers in a trench configuration. (If Quick4 chambers are used, then there must be a total of 95 chambers, 5 rows of 19 chambers). This department does not endorse any brand of products. This permit must be kept on-site during installation. 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. The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encouraged Permit approved by: _ Date: fi �a Plans and specifications of the prop sed 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 permit before the final approval will be issued. Expiration Date: Installer: - /�'Lti��Y� License Number: © 1h Final approval: Date: G r W--% PPITKIN COUN, Y ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER —61W 41 Corner's Mailing Address 10 City, State, Zipj n_;fd A C� Z 36.56 Business Phone: Home Phone: yv E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name J - Com pany Contact Mqil!nAddress o City, State, Zia 7 6,413 Business Phone: 9E -r 3 V3.�L .Cell Phone ,:2:Lc !yz Z Fax %Lo :K-? 9,9 7 2! E-mail Address:j4,,cl,'b Parcel ID # (available from assessors ottic at 920-5160 or at pitkinass2Al2r.orq) Building Permit # (if available) Q 8� Street address of property 6(9197 L -0 -0 0 0 3, le - Legal Description: Lot Block Filing _ Subdivision Size of lot: acres. Type of proposed structure: Total square feet of house 6-7,4_0 — # of bedrooms (potential) in house Caretaker Unit: Attached ( Detached ( I Total area(sgft.) of Caretaker unit # of qedrooms1ptentialin caretaker unit ;06 kc,". Permit is for: New Home (K Repair due to failure Remodel/Addition Emergency use Water: Private well (k ) Spd-ngstream Community/Public Water System If community system: Name of system Tice fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 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, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, takes, 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 ail approvals and permits have been obtained. The Pitkin County Environmental Health should the individual sewage disposal S, the applicant or his1her representatives., MR= Received by ,artment, Pitkin County and employees of these agencies will be held harmless n fail or malfunction. The permit to construct is issued on information submitted by owner assumes full responsibility in case of failure of the system. Receipt # 7LL Date 46, 2ND 4. H11 PO Box 2644 S t Glenwood Springs, 10 81602 ONPh 970-618-5033 ` Fax 303-216-2796 October 30, 200E Obuhanick Construction Attn: Peter 17107 Highway 82 Carbondale, Colorado 81623 Installation Observation, Hill Residence, Permit # 06069 6889 Capitol Creek Road Pitkin County, Colorado Mr. Obuhanick, Project No. 1010 01 2006' SFS ALL SERVICE septic, LLC performed an installation observation on August 12'', 2006, for the subject property. The installation included a 2000 -gallon, two-compartment precast concrete septic tank with the addition of an effluent filter, followed by five rows of 21 `Quick -4' chambers, for a total of 105 chambers, and 1037 SF of infiltrative area. A distribution box was installed to distribute effluent, as indicated on as -built drawings. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observation was based on our site visit and information submitted from Aspen Earth Moving. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All. additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, Pip REG/ST ALL SERVICE septic, LLC Reviewed o • o %�f•• < t q O Timothy R. Petz Richard H. P .�.,•:, °w� 2 copies sent ss, N r^,\V- Copy sent and faxed to Pitkin County Health Dept., Attn: Nancy, 970-920- 077 Copy faxed to Obuhanick Construction, 970-963-8279 OWS AS -BUILT DRAWING 40% � SCALE 1"=30' NORTH 1037 SF OF INFILTRATIVE AREA IN 5 GRAVELLESS TRENCHES TRENCHES = 5 'QUICK -4' CHAMBERS PER TRENCH = 21 ---- --- _ _ - TOTAL NUMBER OF CHAMBERS = 105 HILL RESIDENCE ALL PRO. NO. 1010 6889 CAPITOL CREEK ROAD SERVICE SEPTIC, LLC PITKIN COUNTY, COLORADO 970-618-5033 FIGURE 1 2.4Y3_ 232-00--°°� II w�' lb s Aqt � s a" Rr ' 44C� .., Ll — 0 Im"N w .w " C' 0 0 L L St,l b PO Box 5844 Ggs,C081602 S�IIII�� C X,970-618-5033 C Fax 303-216-2926 October 18, 2004 Nelson Environmental & Wastewater Solutions PO Box 6961 Snowmass Village, Colorado 81615 Project No. 1010 Subsurface Investigation and Onsite Wastewater System Design, Hill Residence and Caretaker/Barn 6889 Capitol Creek Road Pitkin County, Colorado Mr. Nelson, ALL SERVICE septic, LLC performed a subsurface investigation, percolation test and an onsite wastewater system (OWS) design for the subject property. The property is located in Snowmass, Colorado, in an area where OWS and wells are necessary. This letter is to be used in conjunction with plans provided. SITE CONDITIONS A new residence and caretaker/barn unit is proposed as indicated on Figure 1. The proposed residence has four bedrooms and 5646 square feet (SF) of living area. The caretaker/barn has 1 bedroom with 551 SF of living area, and 4 horse stalls. A well located on Figure 1, serves the structures. The residence and caretaker/barn will utilize separate OWS. SUBSURFACE The subsurface was investigated by excavating 2 test pits and 9 percolation holes, as indicated on Figure 1. Subsurface materials in Profile -1 consisted of a 6 -inch root zone, underlain by sandy clay to the maximum depth explored of 8 feet. Ground water or bedrock was not encountered. Subsurface materials in Profile -2 consisted of a 6 -inch root zone, underlain by sandy clay to 4.5 feet, underlain by Mancos Shale bedrock to the maximum depth explored of 5 feet. Groundwater was not encountered. Percolation holes 7 through 9, and Profile -2 will not be considered in OWS design due to shallow bedrock encountered. Percolation rates in percolation holes 1 through 6, ranged from 16 to 40 minutes per inch (MPI), with an average percolation rate of 31 MPI. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Geo -fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1010 PROFILE - 1 Date of Test: 9-14-04 0 - 6" Topsoil, Root Zone, Sandy 6" - 8' Clay, Sandy, Medium Stiff to Stiff, Moist, Grey Nn frrni,nriwntPr nr Bedrock was Encountered Hole No. Hole Depth (in.) Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval (in.) Change (in.) Percolation Rate (min./in.) MPI 1 33 20 3.25 4.75 1.50 20 4.75 5.75 1.00 20 5.75 7.00 1.25 20 7.00 8.00 1.00 20 8.00 9.25 1.25 20 9.25 10.25 1.00 20 2 39 20 4.75 6.75 2.00 20 6.75 7.50 0.75 20 7.50 8.00 0.50 20 8.00 8.50 0.50 20 8.50 9.00 0.50 20 9.00 9.50 0.50 40 3 46 20 5.50 7.50 2.00 20 7.50 9.00 1.50 20 9.00 10.75 1.75 20 3.50 5.00 1.50 20 5.00 5.50 0.50 40 20 5.50 6.50 1.00 4 31 20 2.00 3.75 1.75 20 3.75 6.00 2.25 20 6.00 7.00 1.00 20 3.50 4.25 0.75 20 4.25 4.75 0.50 20 4.75 5.25 0.50 40 Pitkin County Health Department Percolation Test Result Form - Table 1 cont. Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI 20 (in.) (in.) 2.25 20 2.25 3.75 1.50 5 36 20 4.25 6.25 2.00 20 6.25 7.75 1.50 20 7.75 8.50 0.75 20 8.50 9.25 0.75 20 9.25 10.00 0.75 27 20 2.00 3.25 1.25 6 31 20 2.50 6.00 3.50 20 6.00 7.75 1.75 20 7.75 10.00 2.25 20 2.25 3.75 1.50 20 3.75 5.25 1.50 20 5.25 6.50 1.25 16 AVERAGE = 31 MPI (Project No. 1010 N E/ — 1 W 41W � w E -cu--L L y CL W C C C E N E m� O ZN cm N Z w ;CD a) a) a) W d � N w = Z O a a� 3 N J C U n ?� E o O w Q j0 C Q N a) Q LL ' C<n o U Li Q ow c O O A � a� v = r N N 00 a v Q cc LL CD � • OU W 2 m r J Qg O d W _ N 3O > C O m N m I- a .. O O. N L vO h N N E/ — 1 W 41W � w E -cu--L L y CL W C C C W N E m� O ZN cm N Z w ;CD a) a) a) W O f0 C cn cn O a a� 3 N J C U n ?� J y O Z t" J N OOC Q j0 C Q N a) Q LL ' C<n o Li D 7 J~ Cc a) m O :+ v O A � a� v = r N N � d N v Q Q a o W l7 ~ �i a c EL a a o a _ 0 0 o c 00 M N i9ai `(Hal) peaH olweuAa le#ol Y W W E/ — 1 W 41W � w E -cu--L L y CL W C C C W N e0+ N O ZN cm N Z w ;CD a) a) a) W O f0 C cn cn O �.0 N O 3 N J C U n ?� J y O Z t" J N OOC Q j0 C Q N a) Q LL ' y as 0) U Li D 7 J~ Cc a) m O :+ v O A � a� v = r N N R v Q Q a o l7 ~ �i a c Y W W E/ — 1 W 41W � w O O N O O O m N N e0+ N > a L o :+ _ c rn LL O LL L y H O Q LJ O J 1— 1O v a) C J = _ O :+ v A � a� v = R E 0 ISDS DESIGN CALCULATIONS - for Pitkin #-FAL Parcel ID # Owner's Name House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House } Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit r. (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 800 State Review Required? no Perc Rate ,4,. << (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1400 Minimum tank capacity 1750 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 1,559 sq. ft. of absorption area required 101 gravelless chamber units without reduction # of Perc Holes Required: 3 A = 935.38441 sq.ft. with 40% reductionTRENCHES 95 gravelless chamber units with reduction STANDARD 5-11 A= 935.38441 sq.ft. with 40% reductionTRENCHES 60 gravelless chamber units with reduction EQ 36 49 EQ36 units in TRENCHES OUICK4-EQ36 779 101 SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 QUICK 4 9.2 1091.2818 sq ft 30% reduction BED 119 chamber units with reduc. 1091.2818 sq ft 30% reduction BED 70 chamber units with reduc. 87 EQ36 units in a BED 1091 171 Sep 10 06 0232p Wayne Shelton 9*17-3801 P.2 FOR OFFICE USE ONLY WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STA"1'E ENGINEER I�Phone ELL PERMIT NUMBER 261242 wner Name(-'): William &Nancy Hill ailing Address: 29104 Canal Road East ty, State, Zip : Or.anDe Beach, Al 36561 #APPROVAL 0 GWS31-91-03 ELL t OCATION ASDjU [-ED NSW t/4 NW i/4 Sec: 23 Twp: 9 S Range: 87 W 3' DISTANCES FROM SF -.C. LINES 1000 ft. from North Sec. line and 520 ft. from West Sec. line OR Fasting: Northing: i I SUBDIVISION: LOT: BLACK: FILING (LIMIT): T ♦r.�ncca A'T'rnrAT'l"N ,IR[.ci ---- 4_ - GROUND SURFACE ELEVATION DATE COMPLETED: 9/1/2005 5_ GEOLOGIC LOG -- Depth Type of Material. (Size, Color, an 000-015 Dirt _ 015 - 480 j Mancos Shale Water Located: 320 Remarks , ft DRILLING ME I HUU r+n nULMy d TOTAL DEPTH: 480 DEPTH COMPLETION: 480 6. HOLE DIAMETF,R (in) FROM (ft) T e) 9.0 0 6.5 40 �— 7. PLAIN CASING OD (in) Kind Wall Size From (ft) 7.0 steel 0.240 -I 5.5 PVC 0.250 37 5,5 PVC 0.250 360 PERF_ CASING : Screen Sl_o_t Size 5.5 PYC Q250 320 _ 5.c PVC 0.250 400 TO (fl) 40 480 F 360 480 8. Filter Pack 9. Packer Placement Material Type Size : Depth Interval 10. GROUTING RECORD Material Amount Density Interval Placement Cement 5 sks 6 0sk 1 10-40 poared Amt. Used : 12 oz. 11. DISINFECTION : Type HTH 712.WELLTEST DATA O Check Box if Test Data Is Submitted On Supplemental ETHOD: Air Compressor: 0 ft_ DawTime Measured 91'10-005 Production Rate 10 gpm Pumping Level : Total ft. Date/Time ime Measured 9+ 1/2005 Test Length: 2 hours Test Remarks : 13 1 have reed the statements made hu an and know Lhe contents dte[eoE and tial they are tore 10 my knowledge (Husmnt to Seetic� 2a d -L 4 (! 31(a7 CRS, the mak of false statetrxa is comtitvtes perjwy in the second JWa: 13d is punishable u a cuss 1 rnisderneana.) Phone : (970) 927-418? CONTRACTOR : Shelton Drilling Corp. Lic. No. 1095 Mailing Address : P.O. Box 1059 Basalt, Co. 81621 '.Mame / Title (Please Type or Print) Signature Date 9!1!2005 Wayne Shelton !President g71&-3801 iep 10 06 02 32p Wayne Shelton , uM ntvri_rx+iu N,. l Form r25 COLORADO DIVISION OF WATER RESOURCES OF THE STATE ENGINEER GWS -25 COLORADO fi, g 08n1enrrnl9rdB.. 1313 Sherman St, Denver. CAloratlo (303) B6154%11 WELL PERMIT NUMBER 261242 - - DES. BASIN MD 01V 5 W D 38 APPLICANT p.1 PAGE B2 ERMIT TO CONSTR(JCT IIU L ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT nnrrnr7 material injury to exksOng water rights_ The issuenae of *" permR use 1) This well shall be used in such a way as to cano ude another owner of S vested meter right from does not ensurc that no irrjry u will occur W another vested water right or prod Seeking mlief in a r*vil court activn• lianceWetw Wel( CondnKtion Rules 2 CCR 402-Z unless approval 2) The cpnalrurUthis on of well shall be in cort►( Bowl, with the of Examiners of Water Wel( Construction and Pump Instailadon of a variance has been grabbed by the State Board Contrauctors In acoordence with Rule 18_ invA described as the SW 114 3) Approved Pursuant to CRS 37-92-602(3)(bxll)(A) as the only well on T S 18 of 60-00 51rdh P.tu , Plticin County. of tits NW 114 mW the S W of the NW 114 01 the NW t14 of Sec 2 r wP knside not more than n, ordinary household horns purposes d lawns. and the watering 4) The use of ground water from oris well is limited Co fire pr�ectio t suers � horns 9a� arse (a) single fatuity dwellings, the v igation of not more then one ( ) of domestic anima ls. 5) The purnping rata of this vv" shall not eKceed 15 GPs(• disposal tern of the 6) The retwn flow firm the use o(*" WON roust be through an individual waste water h which chthe Y" is located. nor -evaporative t nbe where the water Is retired m the same stream system 7) This well Sh3b tie constructed not more than 200 feet from the location specified on this permit. NOTECE: This permit has been approved fw a legal description described as the SW Wf114 o the are 1�re� and � 112ed f the NW 114 of the NW 114 of Section 23, moddykng Item 5 on the well permit appy of the Youdets have the ftht to appeal the issuance of th)s permit, by filing a written request with his 04 through 05, (60) days of Issuance, pursuant to the State Adrn)nls4ative Procedures Aft. (See Section 24-�1tYt throuQfi 1tJ6, C.R S� APPROVED JSG Siam Engineer By Receint No. 053363'1 __ DATE ISSUED 01-10-2005 EXPIRATION DATE 01-10-2007 APPROVED WELL LOCATION PITKIN COUNTY NW 1/4 NW 114 section 23 ToannshiP 9 S Range ST W Sixth P _M. WILL" A & NANCY S FALL DIST ANCEM SECTiOt+t LINES 29104 CANAL ROAD EAST 820 Ft. frartt North Section Line ORANGE BEACH, AL 36561- 4BD Ft. from West &KMon Line UTMC` ppA 83 (251)981-5911 Fasting: Northing, ERMIT TO CONSTR(JCT IIU L ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT nnrrnr7 material injury to exksOng water rights_ The issuenae of *" permR use 1) This well shall be used in such a way as to cano ude another owner of S vested meter right from does not ensurc that no irrjry u will occur W another vested water right or prod Seeking mlief in a r*vil court activn• lianceWetw Wel( CondnKtion Rules 2 CCR 402-Z unless approval 2) The cpnalrurUthis on of well shall be in cort►( Bowl, with the of Examiners of Water Wel( Construction and Pump Instailadon of a variance has been grabbed by the State Board Contrauctors In acoordence with Rule 18_ invA described as the SW 114 3) Approved Pursuant to CRS 37-92-602(3)(bxll)(A) as the only well on T S 18 of 60-00 51rdh P.tu , Plticin County. of tits NW 114 mW the S W of the NW 114 01 the NW t14 of Sec 2 r wP knside not more than n, ordinary household horns purposes d lawns. and the watering 4) The use of ground water from oris well is limited Co fire pr�ectio t suers � horns 9a� arse (a) single fatuity dwellings, the v igation of not more then one ( ) of domestic anima ls. 5) The purnping rata of this vv" shall not eKceed 15 GPs(• disposal tern of the 6) The retwn flow firm the use o(*" WON roust be through an individual waste water h which chthe Y" is located. nor -evaporative t nbe where the water Is retired m the same stream system 7) This well Sh3b tie constructed not more than 200 feet from the location specified on this permit. NOTECE: This permit has been approved fw a legal description described as the SW Wf114 o the are 1�re� and � 112ed f the NW 114 of the NW 114 of Section 23, moddykng Item 5 on the well permit appy of the Youdets have the ftht to appeal the issuance of th)s permit, by filing a written request with his 04 through 05, (60) days of Issuance, pursuant to the State Adrn)nls4ative Procedures Aft. (See Section 24-�1tYt throuQfi 1tJ6, C.R S� APPROVED JSG Siam Engineer By Receint No. 053363'1 __ DATE ISSUED 01-10-2005 EXPIRATION DATE 01-10-2007 10/10/2004 15.06 3032162796 PETZ PAGE 02 P,LL NMI ALL SERVICE septic, LLC Po Box 2844. Glenwood 8phnge, CO slow Ph- 970-618-5033 Fax 303-216-279a timoetzomail2tim. com a --00- 0a For YourViewing Pleasure Contact: tc� U h usc" hj -SO3 Adder: (9%%`1 P mjt t: ) Com' �3 CC Map and Ncotes:, Y � L I '-V?A X �� r YSvRH QLD TNRV i Gov.2 mv4i5 � 7�w- '-t . 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CROSS SECTION OF TYPICAL CHAMBER -TRENCHES TRENCHES -- 4" PVC MUST BE OBERVATION LEVEL PIPE I 5,0' MAX LIMIT OF EXCAVATION / GRAVELLESS /CHAMBER 1,5' MIN I "'. J I—F 6' MIN- SCARIFY IN—SCARIFYY SURFACE �L*I W A-3 2 Compartment Septic Tank witP4" Dia. Biotube Effluent Filter PVC or Concrete Risers with Grommet(s) (bond to tank adopter with / recommended adhesive) Slope Ground Away From R(sers Conduit to Alarm Harm Ponel Conduit Seal Inlet Tee �I�ly :111: COPELAND SEPTIC TANKS WITH CENTER HOLE IN BAFFLE ACCEPTABLE ALTERNATIVE Patents # 4,439,323 do 5,492,635 Foreign Patents Pending NDW—TD-09 ® 2002, Orenco Systems, Inc. Rev. 1.0 (298) 'VC Splice Box w/Cord Grips Fbergloss Gasketed Lld with Stainless Steel Bolts Filter Cartridge Handle (field cut to desired height) Tank Adapter (cast or bolted) Vent Orifice Effluent Discharge Modulating Discharge Orifices Vault Inlet Ports Filter Cartridge Effluent Filter Orenco Systems* I nmrp. rated 814 ARM AVENUE SUMERUN. OREGON 97479-9012 TaEPHORE: (541) 450-4449 FAMMILE (541) 459-2004 DESIGN FOUR - BEDROOM RESIDENCE, <6000 SF = 800 GALLONS PER DAY (100 GALS PER PERSON/DAY, 2 PERSONS PER BEDROOM) TOTAL LOADING = q = 800 GALLONS PER DAY PERCOLATION RATE = 31 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 31) / 5 = 1559 SF REDUCTION OF 40% = 936 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS ° LENGTH OF TRENCHES = 81.25 FEET = 13 CHA BERS TOTAL NUMBER OF CHAMBERS = 65 TOTAL INFILTRATIVE AREA = 1007.5 SF� i FIVE TOTAL TRENCHES TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF VEGETATION. THE 15 DEGREE INFILTRATOR (TM) WEDGE MAY USED. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 15% TO THE SOUTHEAST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES AND SHRUBS. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMOSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION THE LOCATICN OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SJRVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HO11 EOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. ALL SERVICE septic, LLC HILL RESIDENCE 6889 CAPITOL CREEK ROAD ONSITE WASTEWATER SYSTEM DESIGN FOR MAIN RESIDENCE Project No. 1010 FIGURE 2 PO BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 PITKIN COUNTY, COLORADO Q 0� 18-04 SCALE 1"=30' NORTH SEP Y PITKIN HEALTH & NATURAL HAL EE RACES 00 P-9 PROFI PROPOSES 4 -BEDROOM RESIDENCE o co 00,00 - - - - - - 00 _ - P-7 11P -8 --- WELL P-8WELL - - ;---- - _ - - P-6 � 8520 _ P-4 P-3 _`" F] - %- PROPOSED 1 -BEDROOM CARETAKER AND BARN WITH 4 HORSE STALLS THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. reomrf 18490 ALL SERVICE septic, LLC HILL RESIDENCE Project No. 1010 PO BOX 2844 6889 CAPITOL CREEK ROAD SITE PLAN AND LOCATION OF PROFILE AND PERCOLATION HOLES FIGURE 1 GLENWOOD SPRINGS, CO 81602 970-618-5033 PITKIN COUNTY, COLORADO 10-18-04