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Home My WebLink Aboutpitkin.eh.273503100001 (2004)Pitk ;ounty Environmental Health Departi it Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 04092 Parcel ID # 9735-031-00-80-5-- '�- 3r5—bbL_0o—co I Type of permit New(X) Repair( ) Addition/Remodel to House( ) Name of Owner Buttermilk Basin, LLC Street Address 501 West Buttermilk Road Property legal description Size of lot 37 acres Total square footage of the house -7000 Water source Private well - will be Community Water (W. Buttermilk Metro District) # of bedrooms in house 3 # of offices, lofts & similar sized rooms in house Caretaker unit Attached Total square footage of the caretaker unit 1404 # of bedrooms in caretaker unit 2 # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 5 bedrooms Permit information Designed by Church and Associates Mailing Address 4501 Wadsworth Boulevard Wheat Ridge CO 80033 Perc rate 48 mpi Profile hole depth 8 ft Depth to groundwater or bedrock Greater than 8 ft Minimum Septic tank capacity 2844 gallons Minimum Absorption area 1576 w/ 50% reduction 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. There must be a minimum 202 foot setback to the well from the field. This system will consist of one 2000 gallon single compartment tank followed by one 1000 gallon two compartment tank with an effluent filter on the outlet. The effluent will be distributed via distribution box to 8 trenches. There must be at least 6 feet of undisturbed soil between each trench. There should be 20 Quick 4 chambers in each row, for a total of 160 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. *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 en Permit approved by: �aLaJ�qDate: t 4 t t M Plans and specifications of the proposed 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. Installer: f a4,ka4- Z,6u- —' Final approval: �yQC� �C' Date: L� PITKIN CULINTY 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�-�- Owner's Mailing Address k. WACj1 jp1 y� City, State, Zip Z t Business Phone: � o. `-z-7, 4&C Home Phone: E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name ,4 CompanyG �/' ?� Contact Mailing Address , U; �W uSZ City, State, Zip 3 Business Phone: Z'7-7 "--7 Cell Phone: Fax : z v, 17-Z7 rc s E-mail Address: dg c�o Parcel ID # (available from assessor's offic at 920-5160 or at www.pitkinassessor.org ) Building Permit # (if available) Street address of property Legal Description: Lot Block Size of lot: !ti 1 7 acres. ,Filing Type of proposed structure: ,Subdivision Total square feet of house -7oW # of bedrooms (potential) in house Caretaker Unit: Attachedp< ) Detached ( ) Total areas . ft. of caretaker unit 4` # of bedrooms(potential) in caretaker unit Permit is for: New Home ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System If community system: Name of system'¢� J =V� u<— Mari-r.� i�,p <--t^ The 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, 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 Pitkin County 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 re"nsibi ' ingse of failure of the system. Signature of applicant Received by G:\isds\isds applic\isdsapp rev072904.doc 0 Date Receipt # a�� Date PRO - 1: TABLE 1 - PERCOLATION TEST RESULTS Burlingame Ranch Pitkin County, Colorado DATE OF TEST: 11/05102 acv% a —. IB 1, 0 - 1 Topsoil, root zone 1 -8 Sand, clayey, angular and rounded boulders and gravel, dense, moist, red/brown NO GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION JOB NO. 15364W AVG. INTERVAL DEPTH TIME DEPTH DEPTH CHANGE, PERC. HOLE HOLE OF HOLE, INTERVAL, START, END, (INCHES) RATE PERC. NUMBER (INCHES) (MINUTES) (INCHES) (INCHES) (MPI) RATE, (MPII JOB NO. 15364W PRO -1: TABLE 1 (CONT) - PERCOLATION TEST RESULTS Burlingame Ranch Pitkin County, Colorado DATE OF TESTA 1/05/02 MUL UWO%,l IIJLKW.S o-1 Topsoil, root zone 1 -8 ISand, clayey, an ular and rounded boulders and gravel, dense, moist, red/brown NO GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION NUMBER OF HOLES: 4 AVG PERCOLATION RATE (MPI): 48 JOB NO. 15364W AVG. INTERVAL DEPTH TIME DEPTH DEPTH CHANGE, PERC. HOLE HOLE OF HOLE, INTERVAL, START, END, (INCHES) RATE PERC. NUMBER (INCHES) (MINUTES) (INCHES) (INCHES) (MPI) RATE, (MPII NUMBER OF HOLES: 4 AVG PERCOLATION RATE (MPI): 48 JOB NO. 15364W SECTION VIEW SIDE VIEW INFILTRATOR(R) QUICK4(TM) CUT SHEET n u CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS December 22, 2004 Peak Construction Management, Inc. Attn: Tim Bottger P.O. Box 2052 Carbondale, Colorado 81623 Subject: Installation Observation, Proposed Residence 1 r Tract 37, West Buttermilk, Burlirtffi�y�� R) Pitkin County, Colorado, A V Lk Job No. 15364W � V�' s -i 0 LL J3� 35 -.0.21 - DU -905 Mr. Bottger, As requested, we observed the installation of the onsite wastewater system for the subject site on December 17, 2004. The system was designed under our Job No. 15364W, with a final revision date of October 18, 2004. The system includes the installation of a 2000 -gallon, single -compartment, concrete septic tank followed by a 1000 -gallon, two-compartment, concrete septic tank with an effluent filter on the outlet, and eight gravelless chamber -trenches. Each trench has one row of 13 chambers for a total of 104 chambers and 1612 ftz of infiltrative area. An as -built drawing is included as Figure 1. The observed components of the OWS were installed in general conformance with our design. A licensed electrician must make final electrical connections. Our installation observations do not imply a guarantee or warranty of materials or workmanship.`•;. Sincerely, CHURCH & Associates, Inc. Eric R. Burns Field Technician EOC/erb 3 copies sent Copy to PCEHD, Attn: Nancy MacKenzie DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463.9317 Fax: 303.463.9321 • ..` L.J. pp••] v,^`'' �I 'S..q,i � •'cY dtl h�.v r.l..i Reviewed by `�� ZZ- E and O. Church, P.E. www.geo-church.com Toll Free -1.877.248.3123 House Size (sq. ft.) No= (75 gpd, 100 gpd, or 130 gpd) 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 (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1300 State Review Required? no Perc Rate I, !rI Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 2275 Absorptior Area (A= Q X SQRT T/5) A = 3152 sq. ft. of absorption area required 203 infiltrator units without reduction A maximum 50% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: 50% REDUTION TAKEN FOR GOOD PERCOLATION RATES AND USE OF GRAVELLESS CHAMBERS A = 1576 sq.ft. with reduction 102 infiltrator units with reduction (159 min. Quick4 chambers) Type of system: []Absorption trenches []Absorption bed [x] Gravelless chambers []Dry well []Seepage Pit []Other Minimum tank capacity SETBACK FROM WELL # of feet = 202 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 152 SETBACK FROM DRY GULCH # of feet = 127 FINAL INSPECTION BY: DATE: tri Engineer's Submittal for Septic Permit in Pitkin County Owner's Last Name: j /� / �S: Location: TRACT 37, WEST BUTTERMILK Summary of information regarding new septic system: Type of system being proposed: GRAVELLESS CHAMBER -TRENCHES Other treatment processes being used: EFFLUENT FILTER Does the system use any mechanical parts? (Prohibited unless there is no alternative) NO If yes, explain why there are no alternatives Does the system require any maintenance other than routine pumping? YES If yes, who will do the maintenance? CLEAN FILTER WHEN SEPTIC TANK IS PUMPED Are any reductions being proposed? YES If yes, what makes the lot and soil conditions optimal? GOOD PERCOLATION RATES AND PROPOSING TRENCHES Which of the following are on the site or within setbacks? Closest distance of septic system to each feature [] 100 year floodplain NA [X] well(s) >202 FEET [] irrigation ditches N/A [] streams [] ponds N/A [] other N/A What was the profile hole depth? 8 FEET What is the depth to groundwater? N/A What is the depth to bedrock? What assumptions, if any, were made in system sizing and design? (Include any local, site- specific data, such as months without snow cover, ratio of evaporation to absorption, etc. that are relevant.) If there are any variations from normal design, please explain how they can be demonstrated to improve treatment and protect water quality. NONE CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS October 18, 2004 Peak Construction Management, Inc., Attn: Tim Bottger P.O. Box 2052 Carbondale, Colorado 81623 Subject: Revised OWS Design, Proposed Residence Tract 37, West Buttermilk, Burlingame Ranch Pitkin County, Colorado Job No. 15364W Mr. Bottger, As requested, we have prepared a revised onsite wastewater system (OWS) for the proposed residence. The revisions are based on changes to the residence from our latest revised design, dated December 30, 2002. All previous designs should be discarded to avoid confusion. The subsurface investigation was per- formed on October 29, 2002. SITE CONDITIONS The property is in a residential area of Pitkin County, where OWS are required. The proposed drain field area has an approximate 6 percent slope to the west and has a heavy cover of native grasses and sage. Water is provided to the site by an onsite well located greater than 202 feet from the proposed drain field area. PROPOSED CONSTRUCTION A three-bedroom residence with an attached two-bedroom caretaker unit is proposed at the location indicated on Figure 1. Total living area for the structure is 7000 ft2. The revised OWS design is based on 5 bedrooms and an average daily loading of 1300 Gallons Per Day (GPD) using Pitkin County Environmental Health Department (PCEHD) loading of 130 gallons per day per person. The sewage loading with a peaking factor of 1.75 is 2275 GPD. This loading includes washing machines and garbage grinders. If additional bedrooms in unfinished areas are possible, it is suggested that the OWS be constructed to handle the additional loading. The installation of a properly engineered OWS to serve future build -out can be cost effective. SUBSURFACE CONDITIONS The subsurface investigation was performed by digging four percolation holes, 28 to 39 inches deep, and one profile hole at the locations indicated on Figure 1. Subsurface materials in the profile hole consisted of 1 foot of topsoil, underlain by clayey sand to the maximum depth explored of 8 feet. No ground water was DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com 303.463.9317 Fax: 303.463.9321 Toll Free -1.877.248.3123 Revised OWS Design Job No. 15364W, 10/18/04 Page 2 encountered. Percolation tests indicate percolation rates of 20 to 80 minutes per inch (MPI). The average percolation rate is 48 MPI. Percolation data is presented in Table 1. RECOMMENDATIONS The installation must include two septic tanks, an effluent filter, and a gravelless chamber -trench drain field at the locations presented on Figure 1. The OWS design is based on an average sewage load of 1300 GPD and a percolation rate of 48 MPI. The installation must include a 2000 -gallon, single - compartment, concrete septic tank followed by a 1000 -gallon, two-compartment, concrete septic tank with an effluent filter on the outlet and eight chamber -trenches. Each trench must have one row of 20 Infiltratorg Quick4TM chambers for a total of 160 chambers and 1587.2 ft2 of infiltrative area. The trenches may be modified to conform to topography and to preserve as much vegetation as possible using pivot points on the Quick4TM chambers. A concrete distribution box with a baffle,is required to distribute effluent to the field. Movement over the drain field trench during construction should be kept at a minimum to minimize compaction of the receiving soils. The bottom of each trench must be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of chambers. The surface of the drain field should be seeded after installation of the system. A native seed mix from the area available at seed stores should be used. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the field. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service and must assume the responsibility for maintenance of the OWS. The system is relatively maintenance free, but the owner must have the septic tanks pumped. In the absence of a monitoring program, the septic tank should be pumped and the effluent filter cleaned every two years. There are daily considerations, such as not putting plastic or other nonbiode- gradable material into the OWS. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a running toilet can consume in excess of 1000 GPD. A loading of 1000 GPD could flood and irreparably harm the OWS. The loading from the backwash of a water softener may be harmful to the OWS. A separate drywell should be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. LIlVITTATIONS An OWS design requires installation by a licensed contractor. Our investigation, layout, design and recom- mendations are based on data submitted. If conditions different from those described in this report are encountered, we should be notified to evaluate the effect on the proposed OWS. If the health department modifies this design, we should be contacted to evaluate the impact on the performance of the OWS. All construction is to be in accordance with PCEHD ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of the ISDS regulations and requirements. If there are questions or if we can be of further service, please call. Sincerely, CHURCH & Associates Inc. Reviewed by: Eric R Burns Edward O. C: Design Technician EOC/erb 3 copies sent via FedEx to: Peak Construction Management, Inc. Attn: Tim Bottger 204 Park Avenue, Suite #1D Basalt, Colorado 81621 ,,wo, Revised OWS Design Job No. 15364W, 10/18/04 Page 3 2000 -Gallon, Single -Compartment, Concrete Septic Tank followed by one 1000 -Gallon, Two -Compartment, Precast Septic Tank with an Effluent Filter SLOPE GROUND AWAY FROM RISERS (TYP.) INLET TEE OR BAFFLE CONDUIT T0— ALARM PANEL (OPTIONAL) CONDUIT SEAL LIQUID LEVEL CLEAR ZONE OPENING IN THE BAFFLE IS AN ACCEPTABLE ALTERNATIVE TO PVC TEES HIGH LEVEL ALARM FLOA PVC SPLICE BOX W/CORD GRIPS FIBERGLASS GASKETED LID WITH STAINLESS STEEL BOLTS AND 2" INSULATION 24" DIA. PVC RISER WITH GROMMET(S) (BOND TO TANK ADAPTER WITH RECOMMENDED ADHESIVE) FILTER CARTRIDGE HANDLE (FIELD CUT TO DESIRED HEIGHT) • 0n Orenco Systems® Incorporated 814 AIRWAY AVENUE SUTHERLIN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 TANK ADAPTER (WATERTIGHT) VENT ORIFICE EFFLUENT DISCHARGE MODULATING DISCHARGE ORIFICES VAULT INLET PORTS FILTER CARTRIDGE BIOTUBE EFFLUENT FILTER Patents # 4,439,323 do 5,492,635 OForeign Patents Pending 1997, Orenco Systems, Inc. DISCLOSURE: THE PRESIDENT OF CHURCH a ASSOCIATES, INC. IS A NON -PARTICIPATING OWNER OF SCG ENTERPRISES, INC. WHICH IS A LOCAL DISTRIBUTOR OF ORENCO SYSTEMS, INC. PRODUCTS. THIS DRAWING HAS BEEN MODIFIED BY CHURCH FOR THIS PROJECT. *NOTE: OWNER MAY SELECT NOT TO INSTALL HIGH-WATER ALARM. HOWEVER, THE OWNER MUST ASSUME THE RISK OF POTENTIAL BACKUPS IF THE ALARM IS NOT INSTALLED AND THE FILTER WAS TO BECOME CLOGGED. CHURCH &Associates. Inc. JOB NO. 15364W ENGINEERS &GEOLOGISTS TYPICAL TWO SEPTIC TANK WITH EFFLUENT FILTER 4501 Wadsworth Boulevard FIGURE 3 Wheat Ridge, Colorado 80033 Phone: (303) 463-9317 11-10-04 03:05PM FROM -DIVISION OF WATER RESOURCES 3038662223 T-844 P.02/03 F-681 _ F,LI, CONSTRUCTION AND TEST REPORT FOR OFECEUSE. ONLY STATE OF COLORADO, OFFICEOF THE STATE ENGINFER cl S 6� ago RECEIVED WELL PERMIT NUM13ER -- 9 1—A WELL Na=(s): Aspen, City of Ann: Housing Office JAN 2 12003 2-1 Mailing Address: 530 E. Main St. Lower Level NATERRE SOURCES City, State, Zip ; Aspen, Co. 81611 sr4n A Phone # 970-920-5050 APPROVAL aGWS31-91-0] _ NW IA SL 1/4 Sec: 3 3' TWP: 10 S Range: 8886 W DISTANCES FROM SEC. LINES 1740 ft. from South Sec- line and 2060 It. 6-orn East Sec. line OR Northing: Fasting: SUBDIVISION: LO'r: BLOCK: FILING (UNIT): STREET ADDRESS AT LOCATION GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary 4.1 DATE COMPLETED: 11/4n_002 TOTAL DL -PTH; 495 DEPTH COMPLETION: 495 5. GCOLOGIC LOQ b- HOLE_ DiAM6TP_R (:n) FROM (ft) TO (d) Depth -fjpc of Material Size, Color, and a 9-0 0 100 000-075 Dirt, Rocky 6.5 ]00 495 075-495 Mancos Shah 7. PI_ AIN CASING OD (44) Kind Wall Sia From (d) To (a) 7.0 Steel 0.240 -1 100 5.5 PVC 0.250 95 450 PERF. CASING : Screed Siet Size !- 5-5PVC r 0.250 450 495 ! 11-10-04 03:05PM FROM -DIVISION OF WATER RESOURCES 3038662223 T-844 P.03/03 F-681 INSYI:"TION AN[! TW RWMRT For Mae LA* o0y _PLUP I STATE OF COLORAW, OFFICE OF TK SPATE ENCANEM RECEIVED DEC 16 2W2 W�7EafiF5Gi 1, yyaL PM" NUMBER 220601 A 2IP110110 OWNERNAME(s) Jim Williams ��p� ^wJ.�,, y MaWv Addra:ha 539 F N r4 � n s t= S1eiE EW,,n..[,I GG, G C1ty, et zfp A�Pe CQ 81611 -0) SG /.a1. -?Q (97 920-5050 3 • NW 1/4_,SE 1/4,S6C. Twp_ 10S ,PIMQe55 W 6th DWANCEB FROM BEC, WNES; 3 Z44- ,. h from �jMsec. Ime. am _2a8 n ft from F!ast Sok:. we, SUBON&ON: FILNO(UNn) STRI T ADM58 AT WELL LOCATION: 4. PU pP DATA: Type Submersible tn&sgow CompNKW 1 1/ 19 / 0 2 " tNarhtlbcturer G o u d s Purrrp Modal No. 13 G S 3 0 412 L Dwr UPM 33 at 3 5 n HP—h—, Votes 2 3 n Full Load An*v1 6 .6 Pump Me Dspth 490' Feat, DrtlplCokimrl Pipe Size " inches, Ki WUb 8Q PYc A PUM6 GREM0 IM IQ 9M: 1WBfNE DRIVER TYPE: C30owic ❑ Eine MOM DeOgn Howl teat. "bar of , stm t we Inch" 6. Alr&w Ina Wled M Yas NA arfte Dep4h tt . Monter Tube trtetaNed ❑ Yea NO, Depth 11 - flow Mater K*9.— — Mow Serial Na Flow Metes iisacbuk Q 4t ?a. 0 TttotteanQ GaRA(t6, 0 Aar feet, [] Ba it tirh� Ream -- - ❑ Check bolt N Tara data ss wrbro c/J r , 4upp1smental Form 1 C, Date '11114102 TOO Wall Depth 498' Time 2 xu 611* Lawrl 1 3 2 ' Raie (GOO Date Measured PuMpilp Lvl 7. DJUNFEC7M: Type Chlorox _ ,&jM uod _ 2 Cups &I Water Quality wWyvW mrailWle. EIY= ❑ No a Remeft Q I theins read ribs stwernenta mtme therein and know the COMM Owre01, and tthm they are true to my knOVAac7Ba (Putwant to Section 24-4-104 (13)(4) QRS., the makft of tales stat mw= heraln constiwes per(ury in the swam dogroe and IB puNsMWQ ars a CUM t fh%dwnvanor.] CONTRACTOR _ J & M pump Co Phone (j7 01 9 4 5 -6159 Lit. Na 119 6. McMnp Address 6 Co 117 Q1 601 Neme/rMe (Pteaae type or phtrip One /�' Richard A. Holub Oaner C9G %Z01 -n, Permit # 03006 Pitkin County Environmental Health 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 Parcel ID # 2735-031-00-805 Type of permit New( X ) Repair( ) Addition/Remodel to House( ) Name of Owner Jim & Jill Williams Street Address 0045 West Buttermilk Road Aspen, CO Property legal description Size of lot 37 Water source Private well # of bedrooms in house 5 Caretaker unit Detached # of bedrooms in caretaker unit Designed for what # rooms (list) Total square footage of the house 6392 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit 1189 2 # of offices, lofts & similar sized rooms in caretaker unit 5 bedrooms in the main house, 2 bedrooms in the caretaker unit Permit information Designed by Church & Associates Mailing Address 4501 Wadsworth Boulevard, Wheat Ridge, CO A93 Perc rate 48 Profile hole depth 8 ft D to ground r or rock Greater than 8 ft Minimum Septic tank capacity 3500 gallons mum Absor rea 1940 w/ 50% reduction Commenl R` '11- Septic permit approved per compliance wi a eng esign pecifications d ec er 30, 2002. Any changes must be approved by this d ment and esign eergn made. Minimum horizontal distances between nents of the tem and physical features all con rm t Pitkin County ISDS regulations. The well must feet from th eld. Trenches must beat least 10 ei�o he property line. The system will consist of one 10 gallon tank rve the etaker it. The in h e one 2000 gallon single compartment tank foliived by a 10 Ion compartment tank. A flow lift asin or distribution box will be used. There will be 10 trfVches, each mbers for a total of 130 a e There must be a minimum 6 feet of separation betweeN each trench. This department does norse any nd of products. This permit must be kept -site during installation. The engineer must do a fin ection a installation and submit an as -built letter to this department. This department must also be calle ins ion with a minimum of 48 hours advanced notice. Permit approved by: ��l ��1� Date: —42KIZ -42 D Plans and specifications of the proposed 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. Installer: Final approval: Date: 34'-0' S' -v 5"e 5'-4" 5'4 81-10" 16'-4' 4'-0" 4' -0" -0" 5'-8" 3'-0' 3'-0" 4'-0" 4'-0" 4'-0"- 4'-0" 11.10.. 2'-4" '4' II II II II Z5 ----IF --- - - -------- X LUFLL (P kX xx --4 4AN7W — — — — — — — — um I a 11 IM _j L PjA� CEW4 — 7 F 5TUDY ING 5�00M, F L li I F _10-1 -1 0 MASAWAT losII CAIWEPRAL CEIAG — -------- — "iWEDRAL CEI4W. —I— kx MASTER BEDROOM 0 (:Ixqx — - .9 _CATREDfZALCETLM- DRE$SIWS ry PAT L J L VESTIBULE T w1r_ HALL WICHALL 1106-4 O BARREL VAULT KITCHEN F 114 FChtR 171011 G.UE5T 5 w D RDOM ® WINE 104-1 GAP.AGEin C) E 6 EM11,111 T L GUE5T ROOM Wil F15 4-1 R 10 Z O CATHEDRAL CEILW. . .....................I wic 104-21 IRWEL AfREA WELL -2 GARAGE L _—Au D-1 E 5 ......... .......... > ... . ..... . L 10'4" > ell_ 16. 3'-3", 1%2" 5'-11" 9'-4" 9'.4" 3--0' r,'-4" 5'.4" 3'-0'! '-0" Y-10" 26, .-2. 9'-4" 22'-0' So ri� Engineering L EngRLR moxixw.FroP PAx"w 1i�� +lpunFssiq� A \` wwvrte _. 07-3145 _¢ 303083 TRACT 37, WEST BUTTERMILK \ BURLINGAME RANCH PITKIN COUNTY, COLORADO OBSERVATION/ VENT PIPES (TYP.) 1 I/ i I I 1 � 14" `R,VC HEADERS - JOB NO. 15364W SCALE 1"=30' PTIC FIELD ENVELOPE 1587.2 SF OF INFILTRATIVE AREA IN EIGHT �GRAVELLESS CHAMBER -TRENCHES. EACH TRENCH MUST HAVE ONE ROW OF 20 INFILTRATOR(R) QUICK4(TM) CHAMBERS FOR `,. A TOTAL OF 160 CHAMBERS. CONCRETE DISTRIBUTION BOX WITH BAFFLE •CLEANOUTS REQUIRED EVERY 100 FEET MINIMUM " PVC EFFLUENT LINE 2000 -GALLON, SINGLE -COMPARTMENT, CONCRETE SEPTIC TANK FOLLOWED BY 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET ?'SETBACK TO WELL SITE PLAN, LOCATION OF 1V � 10/18/04 PERCOLATION HOLES, AND LOCATION OF PROPOSED OWS 0 `� REVISED FIGURE 1 TYPICAL PLAN VIEW - N.T.S. 4" PVC EFFLUENT LINE r1OKI!`R�_TF r1ICTPIRI ITIONI POY WITH R INFILTRATOR(R) QUICK4(TM) GRAVELLESS CHAMBERS, 3—FOOT BY 4—FOOT EACH ---- TYPICAL CROSS-SECTION - N.T.S. ACKFILL 4' MAX EXTENT OF EXCAVATION 4" PVC HEADER TOTAL - EIGHT TRENCHES 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP ' MIN. SLOPE FOR ORqINAG E 1.5' MIN NFILTRATOR(R) QUICK4(TM) IL GRAVELLESS CHAMBERS, 3—FOOT BY 4—FOOT EACH CALCULATIONS AND SPECIFICATIONS DESIGN CRITERIA RESIDENCE = 5 TOTAL BEDROOMS, 7000 SF LOADING = 130 GAL/DAY/PERSON AVERAGE LOADING = q = 1300 GPD PERCOLATION RATE = 48 MPI AREA = ((1.75 X 1300) X sqrt 48)/5 =3152 SF 50% REDUCTION FOR CHAMBER—TRENCHES = 1576 SF I: • TRENCHES MAY BE MODIFIED TO FIT TOPOGRAPHY USING PIVOT POINTS ON QUICK4(TM) CHAMBERS CONCRETE DISTRIBUTION BOX - N.T.S. T( TRENCH SPECIFICATIONS NUMBER OF TRENCHES = 8 LENGTH OF EACH TRENCH = 80 FEET, 20 CHAMBERS WIDTH OF EACH TRENCH = 3 FEET, 1 CHAMBER TOTAL NUMBER OF CHAMBERS = 160 CHAMBERS TOTAL AREA = 1587.2 SF DRAIN FIELD DETAILS 'VC INLET E SIDE VIEW GHT 4" VC OUTLETS 1.5' 1.0' INLET OUTLET 6"-8" VIEW VIEW *MINIMUM 8 OUTLET BOX REQUIRED TREATMENT UNIT SPECIFICATIONS TOTAL MINIMUM CAPACITY — 1.75 X q X (30 HOURS/24 HOURS) = 2844 GALLONS RECOMMENDATION — ONE 2000—GALLON, SINGLE—COMPARTMENT, CONCRETE SEPTIC TANK FOLLOWED BY ONE 1000—GALLON, TWO—COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET. all 10/18/04 TRACT 37, V BURLINGAM PITKIN COUP` OBS AS -BUILT DRAWING / JOB NO. 15364W SCALE 1"=30' IN EIGHT -iES. EACH ;HAMBERS ;S. NE ,LE -COMPARTMENT, TANK FOLLOWED BY COMPARTMENT, TANK WITH ER ON THE OUTLET XISTING NELL 12/22/04 FIGURE 1