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pitkin.eh.246734400589 (2001)
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. 40 Aspen/Pitkin 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 # 00002 Parcel ID # 2467-344-00-589 Type of permit New(X ) Repair( ) Addition to House( ) Name of Owner Whitnev Marvin Street Address -2262 S e.... as C,: P.d— Property legal description Size of lot 35.157 acres Total square footage of the house 8591 Water source Private Well # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit Detached Total square footage of the caretaker unit 1288 # of bedrooms in caretaker unit 1 # of offices, lofts & similar sized rooms in caretaker unit 1 0 lgned.ldf'what# rooms 06t) : SIX: 4 BR's In main house; 2 BR fohidetachodtste%itee unttIV Permit information Designed by Church & Associates, Inc Mailing Address 4501 Wadsworth Boulevard, Wheat Ridge, CO 80033 Perc rate 14 mpi Profile hole depth 8' Depth to groundwater or bedrock +8" Septic tank capacity 1,000 & 2,500 per design Absorption area 1755 sq ft; 1228 w/ 30 Ff.-n. plc•�a �°' y Comments s� were submitted for the garage/caretaker unit. Final floor plans have not been submitted for the house`9 permit Is based on a 4 bedroom main house. A water quality test Indicating acceptable water quality must be received before this permit can be 'finaled' and before the CO can be signed. Septic permit approved per compliance with the engineer design and specifications dated November 24, 1999. 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. The distance between the septic field and the well must be a minimum of 208 feet. The design is for one 1,000 gallon tank for the caretaker unit and one 2,500 gallon tank for the main residence. Both tanks are to be two-compartment concrete with an effluent filter. The absorption field is design to be five trenches with 16 gravelless chambers in each trench for a total of 80 units. There is to be a minimum of 6 ft of undisturbed soil between trenches. 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. This department does not endorse any brand of products. Permit approved by: Date: J /0 4) Plans and specifications of the pr sed individual se gage disposal system have been reviewed and are considered satisfactory. Permission is hereby ranted 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: a�ap f_ eaL- m _ ��. Final inspection approval: U. A Date: JL4 lob •t°�' �� ..�,aw,t xd ,�.� ASPROKIN ENVIRONMENTAL HEALTFWRTMENT APPLICAI ION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920=5070/Fax 970-920-5074 Name of OWNER / /lAIC q l VIN Owner's Mailing Address V/ G 1720 OZ� Business Phone: 303 293 - $3 f/ ,2 3 Home Ph e: Primary Contact Person (all /communication regarding this permit will go through this person) Name P � r� / ,&A :✓ t— Company c Y a ? Contact Mailing Address [7J r^ r� ,/' / �. �"" saz/ Business Phone: `;. -If 32 Cell Phone: J -7 % Z -7rO Fax: 3 ?e? G at 920-5160 or at www.aspen.com/assessor/) Street address of property Legal Description: Lot Block Filing Size of lot: j 5. / S -7 acres. Type of proposed structure: y G1 -3 Ny -00-S 8 9 ,Subdivision Size of bldg. envelope: Total square feet of house 1 51 ( # of bedrooms in house # of offices, lofts & similar sized rooms in house I Caretaker Unit: Attached ( ) Detached ( V"') Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker unit I # of offices, lofts and similar size rooms of caretaker unit -71 Permit is for: New Home ( /) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well (V 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, 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 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/'' Date �9 OB Received by � Gly Receipt # 3G} o Date Oen / Pitkin Environmental Health Depart Contact Log Sheet arae: M A ft V I Ai Parcel ID#: Address: Date I Person Spoken To Comments / Action to be Taken Initials 41n% 1A ya- s e Od CHURCH & ENGINEERS & GEOLOGISTS August 2, 2000 Mark Berthold Architects, P.C. 899 Logan Street, Suite 508 Denver, CO 80203 0 Inc. Subject: Installation Observation, Proposed Marvin Residence 43151 Highway 82, SW/4, Section 17, TIOS, R84W, 6" P.M. Pitkin County, Colorado Job No. 9701 Mr. Berthold, "%i/ iA As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on March 21, 2000. The system was designed under our Job No. 11812, dated October 26, 1999, and revised November 24, 1999. The installed OWS for the four-bedroom residence and caretaker unit includes two septic tanks with effluent filters and eight chamber -trenches. One 2500 -gallon, two-compartment precast concrete septic tank and one 1000 -gallon, two-compartment precast concrete septic tank with effluent filters added to the outlets were placed at individual structures, as indicated on Figure 1. Eight chamber -trenches, each with one row of ten chambers were installed, for a total area of 1240 square feet (SF). A distribution box was added to evenly distribute effluent to the trenches. An as -built drawing is included as Figure 1. The components of the OWS were installed in conformance with our plans and specifications. If there are questions or if we may be of further service, please call. Sincerely, CHURCH and As�soci Edward O. Church, P EOC/trp .�k�•z,2 2 copies sent copy to APEHD, Attn: Madelyn Blumenthal copy to Harry Mayer Construction, Attn: Curt, 275 Riverside Drive, Basalt, CO 81621 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 0 August 22, 2002 Harry S. Mayer Hang Mayer Construction 275 Riverside Drive Basalt, CO 81621 RE: Parcel #2467-344-00-589 Marvin Residence Dear Mr. Mayer: 0 This letter is to advise you that we need a letter from Church & Associates that it is ok to add the toilet and the sink to the garage. Please contact me with any questions. Thank you, in advance, for your help and co-operation in this matter. Sincerely, Beth Seeman Pitkin County Environmental Health cc: Church & Associates, Inc. �J FPOM : HMC IHC If L U' MFAX N0. : 19709278406 CHURCH & ENGINEERS & GEOLOGISTS October 29, 2001 Mark Berthold Architects, P.C. 899 Logan Street, Suite 508 Denver, Colorado 80203 Subject: OWS Upgrade Design, Proposed Barn 2262 Snowmass Creek Road Pitkin County, Colorado Job No. 11812 Mr. Berthold, Inc. 26 2002 09:57AM P2 � Y }'/ yN'J til''" As requested, we have designed an onsite wastewater system (OWS) upgrade to include the addition of a one -bedroom bam to the existing main residence and caretaker/employee unit. This design should be used in conjunction with our original report, dated November 24, 1999. Our firm investigated subsurface conditions on November 18, 1999. EMSTI(NG AND PROPOSED CONSTRUCTION A fora -bedroom YeWo oa and tato-bedroom caretaker unit/guest house exist at the site. The original loading was determined based on individual detached structures. The main house, which has greater than 6000 SF and 4 bedrooms, required a loading of 130 GPD/person and resulted in an average loading of 1040 GPD. The guesthouse, which has less than 2000 SF and 2 bedrooms, required a loading of 75 GPD/person and resulted in an average loading of 300 GPD. The design flow was 2345 GPD. The existing OWS consists of two septic tanks with a total of 3500 gallons followed by 1240 SF of graveness chamber -trench absorption area A one -bedroom barn with a living area of 392 square feet (SF) is proposed at the location presented on Figure I We propose to incorporate the new bam into the existing OWS. The proposed barn has a living arra less than 700 SF ("392 SF), 1 bedroom, and an average sewage loading of 150 GPD. The average sewage loading of the combined facility is 1490 GPD and 2608 GPD with a peaking fdctor of 1.75. This loading includes a dishwasher, garbage grinder. and washing machine. The residence is served by an onsite well located 228+ feet from the proposed drain field. SUBSURFACE CONDMONS The subsurface investigation consisted of digging 8 percolation holes, 26 to 36 inches deep and two profile pits at the locations indicated oil Figure 1. Subsurface conditions in Profile 1 consisted of 1 foot of sparse topsoil underlain by silty, clayey sand, with large cobble to the maximum depth explored of 8 feet. Subsurface conditions in Profile 2 consisted of a sandy root zone to 1 foot, underlain by silty, clayey sand with large cobble to the maximum depth explored of 8 feet. No ground water was observed in the test pits. Percolation tests indicate percolation rates of 8 to 20 minutes per inch (MPl). We designed the OWS in the area of Profile 2 having an average percolation rate of 14 MPI. DENVER 4501 wadswonh Boulevard wheat Ridge. CO 80033 CASTLE ROCK 303.6G0 4356 303463.9317 Fax 303.463.9321 EVERGREEN 303.916.1455 i nvri •Rin aln 9a11111 FROM : HMC INC soFAX NO. : 1970927B406 4026 2002 09:513RM P3 O W S Upgrade Design, 10/29/01 Job No. 11812 Page 2 RECOMMENDATIONS V/' The OWS upgraded design is based on an average sewage load of 1490 GPD and a percolation rate of 14 MPI. The !Tgraded design require07-64 of infiltrative area, with a 50% reduction for the use of trenches, 3259 gallons of septic tank capacity. Existing septic tank capacity includes a 2500-gaflon septic tank and a 1000 -gallon septic tank followed by 1240 SF of gravelless chamber -trench absorption area The excess tank capacity built into the ctosting system was based on available tank sizes. The adequacy of the trenches is based on a change in regulations, which allows a 500/6 reduction with the use of trenches- We believe the existing OWS is sufficient to treat the additional sewage from the proposed 1 -bedroom bam. The installation must include a flinch PVC sewer line with a cleanout, connected to the existing 1000 - gallon, two-compartmcrrt, precast concrete septic tank at the 2 -bedroom barn, as indicated on Figure 1. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service. The owner must be aware of and assume responsibility for continued maintenance of the system In the absence of a monitoring program, the septic tank should be pumped every two years. Effluent filter and screened vaults, as applicable, are to be cleaned during pumping. There are daily considerations such as not putting plastic or other nonbiodegradable materials into the septic system. Garbage disposal use should be minimized. 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 iaaalled. Chemically treated water from a swimming pool or Was should not be introduced to the OWS. LIMITATIONS A contractor, who is experienced in its irtstallation, should install the OWS design. Our investigation, layout, design and recommendations are based on data submitted. If subsurface conditions considerably different from those dmribed in this report are encountered, we should be notified to evaluate the effect on the proposed OWS. If the health department makes modifications to this design, we should be contacted to evaluate the impact on the performance of the OWS. The county and our firm must be contacted upon completion of the OWS All construction is to be in accordance with the 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. "lire installer of the system is to have demonstrated knowledge of the APEHD ISDS regulations and requirements. If there are questions or we can be of further service, please call. CHURCH & Associates E/ L --% 172 Edward 0. ChtaohP.E. EOC/trplerb 3 copies sent Fax copy to Hany Meyer 970-927-8406 i PITKIN ENVIRONMENTAL HEALTH DEPARTMENO ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) (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 1490 State Review Required? no Perc Rate -M Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 2607.5 Minimum tank capacity 3259.375 gallons Absorption Area (=Q/5 X SQRT perc rate) 130 )'U. =--? LZ7s A = 1951.2743 sq. ft. of absorption area required 126 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maxdmum : 50% only if the lot size and Boll conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: '7tq A = 975.63716 sq.R with 50% reductionTRENCIdES 1365.892 sq ft with 30% reduction BED 63 gravelless chamber units with reduction 88 chamber units with reduc. Type of system: HAbsorption trenches DAbsorption bed H Gravelless chambers HDry well HSeepage Pit HOther (type) SETBACK FROM WELL # of feet = 228.6 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 178.6 SETBACK FROM DRY GULCH # of feet = 153.6 Q Printed on Recycled Paper V gd, � zs0J ARCH & Associates, c. ENGINEERS & GEOLOGISTS November 24, 1999 Mark Berthold Architects, P.C. 899 Logan Street, Suite 508 Denver, Colorado 80203 Subject: Revised OWS Design, Proposed Marvin Residence 2262 Snowmass Creek Road Pitkin County, Colorado Job No. 11$12 Dear Mr. Berthold, As requested, we have evaluated subsurface conditions at the site and designed a revised onsite wastewater system (OWS) for the proposed main residence and caretaker/employee unit. The revision is based on the relocation of the drain field. Our firm investigated subsurface conditions on November 18, 1999. The revis- ion includes a letter, three figures, Figures 1 through 3, and a continuation of the percolation table. Please remove the appropriate original documents to avoid confusion. SITE CONDITIONS - The parcel is located in a rural residential area in Pitkin County, Colorado. The proposed drain field area has a gentle slope of 2-3% to the west. There is a moderate cover of native grasses in the proposed field area. PROPOSED CONSTRUCTION - A four-bedroom residence greater than 6000 square feet (SF) and a two-bedroom caretaker unit/guest house are proposed at the locations presented on Figure 1. We are sizing the OWS based on 6 bedrooms and 1340 Gallons Per Day (GPD) using Aspen/Pitkin Environmental Health Department (APEIID) loading of 130 and 75 gallons per day per person. The loading was determined based on individual detached structures. The main house, which has greater than 6000 SF, is proposed to have 4 bedrooms which requires using a loading of 130 GPD/person and results in a design loading of 1850 GPD. The guest house has less than 2000 SF and is proposed as 2 bedrooms, so loading was based on 75 GPD/person with a 525 GPD design load. The total sewage loading with a peaking factor of 1.75 is 2345 GPD. This loading includes a dishwasher, garbage grinder, and washing machine. The residence will be served by an onsite well located 208/feet from the proposed drain field. SUBSURFACE CONDITIONS —The subsurface investigation consisted of digging 8 percolation holes, 26 to 36 inches deep and two profile pits at the locations indicated on Figure 1. Subsurface conditions in Profile 1 consisted of I foot of sparse topsoil underlain by silty, clayey sand, with large cobble to the maxi- mum depth explored of 8 feet. Subsurface conditions in Profile 2 consisted of a sandy root zone to 1 foot, underlain by silty, clayey sand with large cobble to the maximum depth explored of 8 feet. No ground water was observed in the test pits. Percolation tests indicate percolation rates of 8 to 20 minutes per inch (MPI). We are designing the OWS in the area of Profile 2 having an average percolation rate o€14 MPL ✓ t DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 60033 CASTLE ROCK 303.660.4356 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 • . Revised OWS Design Job No. 11812 Page 2 There are irrigated fields to the west, which were wet at the time of our investigation. It does not appear the area of the proposed drain field trenches is affected by the irrigation based on the current dryness of the soil and the sparse surface vegetation. If this property will be irrigated in the future, mounding of the drain field should be considered. RECOMMENDATIONS - We recommend the OWS include installation of two septic tanks, effluent 3 Vol filters, and five chamber -trenches at the locations presented on Figure 1. The OWS design is based on an average sewage load of 2345 GPD and a percolation rate of 14 MPI. We recommend the installation of one S00 -gallon two co �nLseptic tank at the main house and one 1460 -gallon two-compartment )•ZIS concrete septic tank at the guest house with an effluent filter on the outlet, as indicated on Figure 1. A distribution box with Flow equalizers should be installed to distribute effluent among the beds. We recom- mend the installation of five chamber -trenches, each with 1 row of 16 chambers. The proposed OWS is not oversized for section rotation and rotation should not be done. `=4"v ✓ ^3 �� Vehicle movement over the drain field area during construction should be kept at a minimum to prevent compaction of the receiving soils. We recommend the bottom of the bed be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of infiltrators. We recommend the surface of the field be seeded after installation of the fields. We recommend using a native seed mix available at seed stores. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the fields. If this specific property is to be irrigated for agricultural purposes in the future, the water may impact the OWS. If irrigation is anticipated, we can modify our OWS design to a "mound" to accommodate a higher ground water level. There is no indication of ground water impacting the proposed drain field by current adjacent irrigation. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service. The owner must be aware of, and assume responsibility for, continued maintenance of the system. In the absence of a monitoring program, we recommend the septic tank be pumped every two years. Effluent filter and screened vaults, as applicable, are to be cleaned during pumping. There are daily considerations such as not putting plastic or other nonbiodegradable materials into the septic system. Garbage disposal use should be minimized. 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. LIMITATIONS A contractor, who is experienced in its installation, should install the OWS design. Our investigation, layout, design and recommendations are based on data submitted. If subsurface conditions considerably 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 makes modifications to this design, we should be contacted to evaluate the impact on the performance of the OWS. The county and our firm must be contacted upon completion of the OWS lb • Revised OWS Design Job No. 11812 Page 3 All construction is to be in accordance with the 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 APEHD ISDS regulations and requirements. If there are any questions or if we can be of further service, please call. Sincerely, CHURCH & Associate REG 11 .':� 0 O-C.i Edward O. Churc EOC/trp 4 copies sent 2262 SNOWMASS CREEK RD. SNOWMASS, COLORADO ONE 1000 GALLON TWO COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON OUTLET CONTOURS PROVIDED BY MARK E. BERTHOLD, ARCHITECT NO NEIGHBORING WELLS WITHIN 208 FEET RADIUS OF DRAIN FIELD / PARCEL A /. la JOB NO. 11812 LOCATION OF PROPOSED OWS WELL SETBACK 208 FEET MINIMUM SNOWMASS CREEK I REVISEQ FIGURE 1 0 0 TYPICAL PI ANI vlP_w — NI T c 4" SCHEDULE 40 PVC OBSERVATION/VENT PIPE TYPICAL CROSS—SECTION — N.T.S. ACKFILL 3' 4" SCHEDULE 40 PVC BSERVATION/VENT PIPE WITH CAP �EU� W ti]��/3NS/31Li7. FIVE TOTAL TRENCHES MIN. I SLOPE FOR 1.5' MIN OR"fvAGE GRAVELLESS CHAMBER 3' BY 6.25' CALCULATIONS AND SPECIFICATIONS DESIGN CRITERIA MAIN RESIDENCE - 4 BEDROOMS, >6000 SF LOADING - 130 GAL/DAY/PERSON TOTAL LOADING - 1040 GPD PERCOLATION TEST - 14 MPI AREA - (1.75 X Q X -4T)/5 AREA - 1362 SF REDUCTION FOR USE OF CHAMBERS - 307 TOTAL AREA - 953 SF EMP. HOUSE - 2 BEDROOMS, <2000 SF LOADING - 75 GAL/DAY/PERSON TOTAL LOADING - 300 GPD PERCOLATION TEST - 14 MPI AREA - (1.75 X Q X fT)/5 AREA - 393 SF REDUCTION FOR USE OF CHAMBERS - 307 TOTAL AREA - 275 SF AREA FOR BOTH STRUCTURES - 1228 SF TYPICAL DISTRIBUTION BOX — N.T.S. PLAN VIEW Z M, 1' APPROX. r -I N LET UTION BOX CHEDULE 40 ) PVC PIPE EDULE 40 R DRIVE; 1/8" FOOT DROP) ONAL TRENCHES CONCRETE DISTRIBUTION BOX 4" SCHEDULE 40 PVC PIPE INLET OUTLET VIEW VIEW OUTLET ' MINIMUM OF SEVEN OUTLETS NEEDED NUMBER OF TRENCHES - 5 LENGTH OF EACH TRENCH - 100 FEET, 16 CHAMBERS WIDTH OF EACH BED - 3 FEET, 1 CHAMBERS TOTAL NUMBER OF CHAMBERS - 80 CHAMBERS TOTAL AREA - 1240 SF DRAIN FIELD DETAILS TMENT UNIT SPECIFICATIONS TOTAL CAPACITY - 1.75 X Q X (30 HOURS/24 HOURS) = 2275/657 GALS RECOMMENDATION - ONE 2500/1000 GALLON TWO COMPARTMENT PRE -CAST CONCRETE SEPTIC TANKS WITH EFFLUENT FILTER REVI TO 8" 1.5' A PROX. 1' AP ROX. INLET OUTLET VIEW VIEW OUTLET ' MINIMUM OF SEVEN OUTLETS NEEDED NUMBER OF TRENCHES - 5 LENGTH OF EACH TRENCH - 100 FEET, 16 CHAMBERS WIDTH OF EACH BED - 3 FEET, 1 CHAMBERS TOTAL NUMBER OF CHAMBERS - 80 CHAMBERS TOTAL AREA - 1240 SF DRAIN FIELD DETAILS TMENT UNIT SPECIFICATIONS TOTAL CAPACITY - 1.75 X Q X (30 HOURS/24 HOURS) = 2275/657 GALS RECOMMENDATION - ONE 2500/1000 GALLON TWO COMPARTMENT PRE -CAST CONCRETE SEPTIC TANKS WITH EFFLUENT FILTER REVI CHURCH & ASSOCIATES, INC. Septic Tank with 4" Dia. Biotube® Effluent Filter 1000/2500 -GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH AN C Splice Box w/Cord Grips EFFLUENT FILTER ADDED TO THE OUTLET fF berglass Gasketed Lid with Stainless Steel Bolts Slope Ground PVC Riser with Grommet(s) Away From Riser (bond to tank adapter with • �— recommended adhesive) Conduit to �— Tank Adapter Alarm Panel Filter Cartridge Handle (field cut to desired height) (cast or bolted) Conduit Seal Tank Adapter (cast or bolted) Inlet Tee Vent Orifice �Liquid Level T� Effluent Discharge v ik 2• J 1 1 1 1 1 1 I E 1�--- Modulating Discharge Orifices L_II Vault Inlet Ports High Leve Alarm Float • (optional) Filter Cartridge Biotube Effluent Filter or Equivalent "11 Patents # 4,439,323 & 5,492,635 EDW—TD-9 Foreign Patents Pending Rev. 1.0 (2/98) ® 1997, Orenco Systems, Inc. JOB NO.11812 REVISED FIGURE 3 Profile: 2 TOLE 1 - (Cont.) PERCOLATION T& RESULTS 2262 SNOWMASS CREEK ROAD DATE OF TEST 11/18/99 PITKIN COUNTY, COLORADO feet description 0-1' SANDY, ROOT ZONE 1-8' SAND, SILTY, WITH GRAVEL, AND LARGE COBBLE DENSE, MOIST, BROWN, LIGHT BROWN, TAN 8 34 10 4.25 6.25 AVG. DEPTH 10 INTERVAL 8.00 TIME DEPTH DEPTH 10 HOLE HOLE OF CHANGE, PERC 10 INTERVAL START, END, 1.25 PERC. NUMBER HOLE, (INCHES) RATE 1.25 (MINUTES) (INCHES) (INCHES) 6.50 RATE, (INCHES) 13 13 (MPI) (MPI1 8 34 10 4.25 6.25 2.00 5 10 6.25 8.00 1.75 6 10 2.50 4.00 1.50 7 10 4.00 5.25 1.25 8 10 5.25 6.50 1.25 8 10 6.50 7.25 0.75 13 13 NUMBER OF HOLES: 3 AVG PERCOLATION RATE (MPI) REMARKS HOLES PRESOAKED 8 HOURS ON 11/17/99 JOB NO 11812 14 PARCEL A 0 • / N EXISTING EMPLOYEE / HOUSE SITE •,°• c" SITE To go Roor 5 0.9tlNVC5 NH m mGIXWM-NI 9U1{LWb FNrFIDPE IINFS .� flax a alnlduo oris. To m Pm w mm) AA PROPOSED 0 AGRICULTURE / BUILDING / FIOOR�FAR44T1(1 ,(C art Ire LI If / R •idenna / Aa Buildlna) Lot Z.: Fmm RooluOon 97-41 but ZoaW RS -30 Lot Area: 35.157 ecru Minu-obia open wpoe Per dwlfln; N/A Front YOM Setback: (see attached Site Plan)- 800+ loot Side Setback (we oKm.had site plan) - 84 feat Rao, Yard Attack (oe af.caea eite plan) . 204.375 lot Loot Width: (eee aattptached site Pbn) - Vadee OF.H.%hl Pdm; le Stnrctun: - 18 ft. cold -pc o/ mak red Ma �u Ac. ( i'eHOMachW N L1.) 2of mainlnd Mq. Floor Arw Roflo: 14.188 9. ar. (eee Drsakdorn DNoe): IXI511 '^ BS / DerUNIT ( IV FLOOR: STR CIM ) / I I 870 Sts mad Rwm/NalkxoF•e: 5 IT id Flow Sub -Total: - 1655 9roae F.t 2ND FLOOR: ,1 Cwfakw UnR Apwtemnt oa 2nd Roo, 898 a.f. Owneri Art /Photo Stud10 abr. 9ore9e 590 pro- a.f. Stall Waal, / Hall.W 2nd Row. 28 9roas J. 2M Floor Sub -Total: - 1310'. bR TOTAL BARN SO. FT: - 2971 prase It. WES Weamw fa..an, Maahoakal Araa 331 J. Bommwt Sub -Total: i'. f IV FLOOR: Hot Tut 280 9ra-a aL Obrage: 805 9mn SARoidocv Ana: 5612 ?r 'J, let Floor Sub -Total: Bd7 I 2NO FLOOR: North M, tad lbw area: IB43 J. South Wing 2nd Roor woo: "i prose e.f. 2nd Floor Sub -7660I.- - me era.- .f. TOTAL. RESIDENCE So. FT: - 9884 9mw el. w .e nrx B r 0 f m FMTAGES DIST FLOOR:r EqulPmeat Gam9e Soya 910 Bron -.I. Hay Storope IBS Bron J. Cowed Entry PomM1 55 grog aL 1st Flow Sub -Total: n40 omo a.L 2ND FLDOR: Tock Room / Stom9e 391 9.It -.t 2" Floor Sub -Total: - rte' TOTAL AO &,DOING W. FT.: IS31 pmo ef. EXISTING MAIN CURRENTLY UI PARCEL B real ue. T � -\ 0\\ `\ / Fc. / I 1 % 1 � / 1 \ LINES IN SPACE I / I / I I / / I I LINES IN SPACE LAND SURVEYS -_ t1 ,1 SHEET 2 OF 2 _ HEL BURK ITE PLAN G o LINES IN SPA4CE SYON£Y LINC/COME (C.S 14777) 9 BOX 121 04RBOAOAZCOLO. 970-96]-J852 MI£3-10-1997 S .' 1"-30•" IF9E015 m ® C N m s • U . W E « a a u m 0 a e E o ?0 Scale: 1"=30' Q - Countour Interval = 2' r 8 E (0 e q 0 E N 3 o C W `\ Z Z wQ OF K� I W @ F F yyy / % N � I j I 6 45i I \ I I �J \ 1 N\ \`N \\ r e t r M' a� 'm L 1 S BEARING DISTAK'F BP52.341W 24.30' Dram: MOB Proeco 3I arrAW >J CMdua NW: 9-13-01 R-N.wu: A6 nLDc, /'I'\ BUIL ENVELOPE PIA N 30. SUNY PRgnOFD BY LNES IN sme. Sheet of a c �J ®0 O 0 7 0 ~ ® 0 7 ® - V 6 0 a O � n Q E a 0 E p (0 0 N a C N 4 4 Sheet of T 1/9 LEGEND AND NOTES Ia roam meas w —EDGE W ItNInLT OR agVR M TnfAala PEDESTK --1W YCAR FLOOD aaa —.. —PROPOSED PWCCL MIT • maw Ilea . w Lx re• e rgv1D Home L w (D WELL -1-oVER1C•o UTILITY Luff a POL'ER POLE THIS DOES HOT REPRESENT A TITLE SEMCN 134 Llx£S IN YP<[E OR BYNE.ECWEI LINCIICCOHE TO DETERXME ✓THORIwD S�YSPIAi IES K TIDD V INC.A�ICYmeN1 T9} a Be ILIECT PCTT--1116-. , f� JIL� Ill. 1967. THE IM4DVEM[NTS ONTHE REIiL MtrERTY NSClI HERETIN W MIT LIE VITHOI THC LIMITS W Im YEAR r ODD NA3a0 20.NORR IIM90 /NAI,rJBY//t /,g3,AC [!Y.•( 4^J(R/Pmea'Q A QNSIf Noea l�K(O 12r0M NIEES{R,��dFr, mmout,tAfLl'6j1. AA26(I, Y/M AYKYJJOVM ANNE, ENEJNEER INS SSS :1�iON IL® SWMMRY 'I= MRN 1WDRNei1M IS [9M n TRnCItF 6 DENVER VICINITY MAP NOME TO SCALE .2di�fa y r 0 LINE TABLE unr aEAPJAc c.s; avice hq T S 02sYP%D'3, 23P39' L I r J/s46'tiR'A' 3212+' L 5 h' 23P+09rV 3/359' F 2J " N P/:50596S' 9'E iA?as L e r ++.50vcv 23i2a7' < I J6eJ3Q2 f 1_;a 1 L JO S azi89057- WJ X 32324' L tl - S B9s97'02'V ' L 12 S 03,00`39-Oe.39w, 0.70, L 13 S 02e32'rw 38.0' 238.2$' L N S 11.27.49- 292.8 L 14 S 10.WDO'V 30.83' L 16 N 21.45-01'V 311.81' L 19 N 2te3YQTE 23].30' L 19 N 83079'. I4130' L 29 S N.53'SQ'V 22236' L 20 S 33333, L e1 S O0.47'33'E 323.33' L 22 n.iM'24' S 20.n 23, L 23 i 3924'06'[ Ol 74 355' I'3 34' L 2. S 32.13'09'[ ?8. 78' L 25 N 32.35 ME 993, P• t i NM DSTM >� 1 r N ea/mea? IN SPACE N BBa18'21'E )92.39 LAND SIaYLYS "AL SHEET 1 OF 2 ds r \ �1a W nYa PlmnllY ti N, 9s}, `q\ Wv �.. rLom nlsaaY t NwE v I. too- DW' NOT SCALE: Yr=200' LEGAL DESCRIPTION BOOK 667, PAGE 646. PITKIN COUNTY RECORDS A rP3CJ 4 LANG r17LWr 57 A TAI" .1153PJ IST p S C71' J. T[ WSR" 9 1G mein PAAGE I% YCSr ANJ TAC SGUr/CASr L:' SECr/Ov J+, rOYNSwP P SN-- YCS7 LF rI! dfM PR/AC/Pq( ACP/O/M: Pfwv (z?,"", CLYQPA a 4WC1AW15VG AJ )7f APPrWArt CZPWR L S9/P 1CSCPAW1 PA1> Rrr C MCC AP J IN � B VAWIAV :LWrA/N1AG L 11NO Proiect Contacts Owner Mervin Residence Mr a ifnry Mervin 363 ANNmY, St Denver, common 90206 (103) 29]-9]91 Architect Mark E. Berthold. Architect Rs Mtmti.n No. a-3111 Colo. 09S uo,.n SMwt Suite 505 Demur. CO M203 (303) 960-9949 Structural Engineer 8 K Pelghtal Enpneene 76 Swwl dr./UNI 4 Bases -Cc BIDS, (270) 211 PH (970) 227-0807 FAX Control HWY MaYN Ca•WL 275 ItYl Drive Oil c0 81621 (970) 927 -BMD PH (970) 227 -BMD Pa SHELLEY BURKE SIT£ PLAN 2262 MA K OLLWN811. LI it I 1K 4 "LINES IN SPACE SYDNEY 41ACICO-C C L..S 14 1 1 1 1 Aa m GwarmALr Eau msu9-aeso a1 re. 3-10-1997 S E, I' . m'.ea mea. Moa General Notes to Contractor I. PW6 ASE TO W CDORWNIED AS A COMPIFIE SO OR OMWNfS eY ME 6ENERAI. CONTRACTOR WN .1(L SYSTEMS (MCMIECILW.IL end PERPER 1APR s wEANDLV CGA%rR MSpTNN13TId6 r RFS MD "NFE� � To M, '09 '09 IIN OUE$NGV. I NOTE SOME EQUIPMENT AND IIEW ARE TO 9E CWNER SMPLI0 AND INSIFA O OR CONNECTED M THE CONTIVAC M. rcRIA' M SE ITEMS WFIN, OWNER M9OR TO WHIM CONTRACT SO CCORGNATION 15 PRORERI.Y LOMMUNIGRD 4 ALL QUESTIONS GT CGIPLICS O` NOTES RETS' RGN9 STRUCTURAL 01.WTfO ME To BE INAWGH ME MCHC FOI RE90EOESXDN SUUITI�WS. xTD pMCTOH. 6. GENERA CONRNROP IS t0 COOROANTE a 4ERIFY ALL LISiEQ DIMENSIONS MROUCX G? ME COCIWENIB AVD CVRIfY ARGIITELT my OSCREPANCIES. Lino, A, ANO/OR COM1ICl TO BEY.NW(. WOSN. Drawing index Architectural AO Cover ShWICOTAWS/Wee ADa -Building Envelope Site Plan At Mo. Plan A2 Elevations A3 Wen Sections / BUllding Sections Structural 8t1 Foundation Plan 92.1 Roof Framnp Plan / 2nd Level Fe. Framing Plan 83.1 Struotrvsl DetaBa J Call Notes Electrical Et Schemata Etectrloal Septic System -On Site Waste Water System (reference only) crown: MES Pv l chrcM.d: QPM: 12-15-99 IMrhkn.: Q_ Sheet Of e. nes W.7. TINCT B hq BD 0q I IW Ye,'Em, SWHeNY ~ V as a- ITMSS [W[i 90' SETSMr •. PARCELA 35.001 AC.+/— tn\ I�PD me YR r,>oD o.wM, n DIM 1_;a C[Is". lCSSS ' o.. urs TR R �Rv «Ap�etTa 'Mi mal - - J�Cr/pi 3+ IFCl/AV JS �� SFCrJLa+J a SCfJ/LN2 'IB93• .-O-W SMNM,EE ,D.D PARCEL B w 35.157 AC.+/— t NwE v I. too- DW' NOT SCALE: Yr=200' LEGAL DESCRIPTION BOOK 667, PAGE 646. PITKIN COUNTY RECORDS A rP3CJ 4 LANG r17LWr 57 A TAI" .1153PJ IST p S C71' J. T[ WSR" 9 1G mein PAAGE I% YCSr ANJ TAC SGUr/CASr L:' SECr/Ov J+, rOYNSwP P SN-- YCS7 LF rI! dfM PR/AC/Pq( ACP/O/M: Pfwv (z?,"", CLYQPA a 4WC1AW15VG AJ )7f APPrWArt CZPWR L S9/P 1CSCPAW1 PA1> Rrr C MCC AP J IN � B VAWIAV :LWrA/N1AG L 11NO Proiect Contacts Owner Mervin Residence Mr a ifnry Mervin 363 ANNmY, St Denver, common 90206 (103) 29]-9]91 Architect Mark E. Berthold. Architect Rs Mtmti.n No. a-3111 Colo. 09S uo,.n SMwt Suite 505 Demur. CO M203 (303) 960-9949 Structural Engineer 8 K Pelghtal Enpneene 76 Swwl dr./UNI 4 Bases -Cc BIDS, (270) 211 PH (970) 227-0807 FAX Control HWY MaYN Ca•WL 275 ItYl Drive Oil c0 81621 (970) 927 -BMD PH (970) 227 -BMD Pa SHELLEY BURKE SIT£ PLAN 2262 MA K OLLWN811. LI it I 1K 4 "LINES IN SPACE SYDNEY 41ACICO-C C L..S 14 1 1 1 1 Aa m GwarmALr Eau msu9-aeso a1 re. 3-10-1997 S E, I' . m'.ea mea. Moa General Notes to Contractor I. PW6 ASE TO W CDORWNIED AS A COMPIFIE SO OR OMWNfS eY ME 6ENERAI. CONTRACTOR WN .1(L SYSTEMS (MCMIECILW.IL end PERPER 1APR s wEANDLV CGA%rR MSpTNN13TId6 r RFS MD "NFE� � To M, '09 '09 IIN OUE$NGV. I NOTE SOME EQUIPMENT AND IIEW ARE TO 9E CWNER SMPLI0 AND INSIFA O OR CONNECTED M THE CONTIVAC M. rcRIA' M SE ITEMS WFIN, OWNER M9OR TO WHIM CONTRACT SO CCORGNATION 15 PRORERI.Y LOMMUNIGRD 4 ALL QUESTIONS GT CGIPLICS O` NOTES RETS' RGN9 STRUCTURAL 01.WTfO ME To BE INAWGH ME MCHC FOI RE90EOESXDN SUUITI�WS. xTD pMCTOH. 6. GENERA CONRNROP IS t0 COOROANTE a 4ERIFY ALL LISiEQ DIMENSIONS MROUCX G? ME COCIWENIB AVD CVRIfY ARGIITELT my OSCREPANCIES. Lino, A, ANO/OR COM1ICl TO BEY.NW(. WOSN. Drawing index Architectural AO Cover ShWICOTAWS/Wee ADa -Building Envelope Site Plan At Mo. Plan A2 Elevations A3 Wen Sections / BUllding Sections Structural 8t1 Foundation Plan 92.1 Roof Framnp Plan / 2nd Level Fe. Framing Plan 83.1 Struotrvsl DetaBa J Call Notes Electrical Et Schemata Etectrloal Septic System -On Site Waste Water System (reference only) crown: MES Pv l chrcM.d: QPM: 12-15-99 IMrhkn.: Q_ Sheet Of 0 , Lot baP - 35.157 pca Min. u W. opn Vol. oar da.Il ,,: N/. Gnnf Yo! Salpeck: (aw atfa[naa ub pbnf. 6 , leaf Sim, SYDook: (— oVocfd aita pc,) - a, Int / Int Mfi h: (,n °Mocha Me pbn) /' / - 2p R, mlapf. ni (/Nuro enttJ ! mVm tt,cl Mpv. Ha kf Ptq P . 2D It. mw-p;. { . o n.a a♦aa.°a2''an,) r mn I a: Yyw ipar Mn Roto: PARCEL A 1 n arwkap.n Derw): R[Ra/.m-fIY[Y Ntr.[Cf. Sw arawm 5 R00.R' ' N Xvo. Stalh/fee4 Raam/2a - 2Q1 a.l. 1n pror ae-row1: sb-r - 9ro...1 1GR5 5 2ND noon i ESN /� nE�.tJE Sr lanaNp / X°"., 2na Raan / , • Q's gnae ,.I. w et R.RN�Nfa IppROY m agpl I5 DOR' E�Wo�y�E Nasirl� Gpra% / MWk AnN Mp: 297 9mn a.f. flaNMr¢a ue-Wa / 3968 gran e1. WL"W. EMg11-1fNAr WITH N Wlnq 2na Ipw ane: VGPIFEDi / v PARCEL iLIUFE MIL RF/•foE11'b _,,24, HM*C'Aff- &JItA711IFi ENVELI�-E i'�t111.DIh1C� E44yu o-E�- S C. h L E '. 1 ='/jD -� ".UYGY IJ�aeNsawJ I RMirGy GY �IAIGS IJ SY✓h WtvlNEyi Fbplrl-! SHEET 2 OF 2 SHE] LINES IN SPACE LAND SURVEYS SRM 9Y, Ln rEr 3 ( L.S. 4w,r�j St t I \ 1a R{r \ \ 1 . M I � - e P ° Y move n" \F.r M4 LI ��P F ETYPrcy-� — ry�wo�r6o Lot Zma: from Ruduttan 97-4f Lot Zor RC_an Lot baP - 35.157 pca Min. u W. opn Vol. oar da.Il ,,: N/. Gnnf Yo! Salpeck: (aw atfa[naa ub pbnf. 6 , leaf Sim, SYDook: (— oVocfd aita pc,) - a, Int / Int Mfi h: (,n °Mocha Me pbn) /' NN - 2p R, mlapf. ni (/Nuro enttJ ! mVm tt,cl Mpv. Ha kf Ptq P . 2D It. mw-p;. { . o n.a a♦aa.°a2''an,) r mn I a: Yyw ipar Mn Roto: - 11.562 9ron •./. 1 n arwkap.n Derw): R[Ra/.m-fIY[Y Ntr.[Cf. Sw arawm 5 R00.R' ' N Xvo. Stalh/fee4 Raam/2a - 2Q1 a.l. 1n pror ae-row1: sb-r - 9ro...1 1GR5 5 2ND noon Grtgar L"' ,[pvrfamnt on 2M Row 696 al. Ownv'e M /;/r- Stuala oDv. paroga - W Won s./. Sr lanaNp / X°"., 2na Raan / Tna plaor Sub -Total: • Q's gnae ,.I. w et R.RN�Nfa IppROY m agpl I5 DOR' nm Gpra% / MWk AnN Mp: 297 9mn a.f. flaNMr¢a / tai 0vor Sup-Telve 3968 gran e1. 2ND i100R: N Wlnq 2na Ipw ane: - 1993 a.l. Spin, Wln9 2na Ibw eras: / _ 2 ewer StV-tome - 2622 9n,e e1. PARCEL iLIUFE MIL RF/•foE11'b _,,24, HM*C'Aff- &JItA711IFi ENVELI�-E i'�t111.DIh1C� E44yu o-E�- S C. h L E '. 1 ='/jD -� ".UYGY IJ�aeNsawJ I RMirGy GY �IAIGS IJ SY✓h WtvlNEyi Fbplrl-! SHEET 2 OF 2 SHE] LINES IN SPACE LAND SURVEYS SRM 9Y, Ln rEr 3 ( L.S. 4w,r�j St t I \ 1a R{r \ \ 1 . M I � - e P ° Y move n" \F.r M4 LI ��P F ETYPrcy-� — ry�wo�r6o Lot Zma: from Ruduttan 97-4f Lot Zor RC_an Lot baP - 35.157 pca Min. u W. opn Vol. oar da.Il ,,: N/. Gnnf Yo! Salpeck: (aw atfa[naa ub pbnf. 6 , leaf Sim, SYDook: (— oVocfd aita pc,) - a, Int / Int Mfi h: (,n °Mocha Me pbn) - Poma i 5frvcfuro: yo X�a'n - 2p R, mlapf. ni (/Nuro enttJ ! mVm tt,cl Mpv. Ha kf Ptq P . 2D It. mw-p;. { . o n.a a♦aa.°a2''an,) r mn I a: Yyw ipar Mn Roto: PARCEL iLIUFE MIL RF/•foE11'b _,,24, HM*C'Aff- &JItA711IFi ENVELI�-E i'�t111.DIh1C� E44yu o-E�- S C. h L E '. 1 ='/jD -� ".UYGY IJ�aeNsawJ I RMirGy GY �IAIGS IJ SY✓h WtvlNEyi Fbplrl-! SHEET 2 OF 2 SHE] LINES IN SPACE LAND SURVEYS SRM 9Y, Ln rEr 3 ( L.S. 4w,r�j St t I \ 1a R{r \ \ 1 . M I � - e P ° Y move n" \F.r M4 LI ��P F ETYPrcy-� — ry�wo�r6o Lot Zma: from Ruduttan 97-4f Lot Zor RC_an Lot baP - 35.157 pca Min. u W. opn Vol. oar da.Il ,,: N/. Gnnf Yo! Salpeck: (aw atfa[naa ub pbnf. 6 , leaf Sim, SYDook: (— oVocfd aita pc,) - a, Int Rear YDN Setback. (w attoctW VIv pbn) . 2N J13 bM Int Mfi h: (,n °Mocha Me pbn) - Poma i 5frvcfuro: yo X�a'n - 2p R, mlapf. ni (/Nuro enttJ ! mVm tt,cl Mpv. Ha kf Ptq P . 2D It. mw-p;. { . o n.a a♦aa.°a2''an,) r mn I a: Yyw ipar Mn Roto: - 11.562 9ron •./. 1 n arwkap.n Derw): R[Ra/.m-fIY[Y Ntr.[Cf. Sw arawm 5 R00.R' Gmo%/Cela afwagc - 620 9roaa a.I. Xvo. Stalh/fee4 Raam/2a - 2Q1 a.l. 1n pror ae-row1: sb-r - 9ro...1 1GR5 5 2ND noon Grtgar L"' ,[pvrfamnt on 2M Row 696 al. Ownv'e M /;/r- Stuala oDv. paroga - W Won s./. Sr lanaNp / X°"., 2na Raan - 26 9ma. 'J.. Tna plaor Sub -Total: • Q's gnae ,.I. w et R.RN�Nfa IppROY m agpl I5 DOR' nm Gpra% / MWk AnN Mp: 297 9mn a.f. flaNMr¢a -126 tai 0vor Sup-Telve 3968 gran e1. 2ND i100R: N Wlnq 2na Ipw ane: - 1993 a.l. Spin, Wln9 2na Ibw eras: 099. 2.1 299.•.I _ 2 ewer StV-tome - 2622 9n,e e1. L*k "—O4 7K if -1 9 B'I-[ -s4ka1 t.SD z6pTwo K c s r � m® Y U A w U E u c C (Q v� m c N > N r 0 2 0 9 m 0 0 U • • • E 3 0 c N u2 5 NR o F Q W I f It [ail f mY l8ej 66x1 i pawn: MEB/pf pro «e: CM1KkM' Dote: 12-16-99 IS -26 9� a0cc Sh"t o1 Nowmbe24, 1999 Mak Bu,hdd Arfttm PC e99logan Slim 9UN 50e D<trm. Ctlondo e0lN 5„Nm: ReYi1.d OW$ DagR P,opoW Mwin Radeer Nweu C Floor Cfttt,. loorCoey Cdormlo jolbNo 11813 Om Mr. Rrnheld, N rep,mrA We Im awkuld oogo ,00 ml cowl c el rk d,e and or -rtl a r<v,d a,vN WM<wme eyaav (Olds) bele propoN rob radme W rera.ka/emplo5w uu. Th r<v,ion u bevel m the rJo®m dHedr., field OR firm braigud wbsv,fiu mldivw on Nmv,De IB, 1999. TN tevir ien uANu a kat, INn rRn,K Flpw I mmugh 3. W . rmdrendon rime P'Rmlmm Ode. Pose tma<the epproPiveanpni dowmms to eroiJ mnfiaion SPIE GDNDTONS - TN Mrti , I—IM In ..rel ,uWeaW w, PeNe Cally. Comdo Tfu propos o Nem Sm .m hu . gmR dope of 1-lX l0 0e sea. Thee, . IWvv< mw d rNUw Entries ' oft P°Poaei (Wel w PROPOSED CONSTRUCOON A Swnbedroom acdalro grwla Ih.n 600D Npae feu (SF)W e two-bedroom areaka uNV@rR hate em P,oPnW utN MiasioM Pr°mtelon FNarel W..zon, Nc OWSbaud Pn6bdroaNWIMOC mPe Dry(OPD)WM%Mpe tMnEnrimm alHMhh DryMment (ME -ID) IMdvlg of 130 W 15 Senmu For dry Pa Paton. TN lulling w.s deemvn i beets on ;nNcmtl deedd eve.. The mein hang w Ns'ruta men 6010 SF. N'imposed to WNo 4 bedroom whdr nor roo woEa lodmgd110 GPD/pemn ell reMu in a dagn loading of I SS. M TN pRn hone No Im Ih.n 2000 SF W , propesrd u 2 bW,00mA to leading. bead on 75 GPD4onoto ram It 515 GPD dfign bad. TN mal suvge Wg&%wim . patio fiaor of 1 ]5, 3345 GPD. Tis ludh8 io6rdre . didrmda. Sof, g^r&' , ed w'trevng mrlsre. TM1c radars xin be mad by w roper Wl breed 2M rm Iran de papaetl d.in Into SIILLSIIRPACE CONDITIONS -TN a,bnfim WreaiHuo^ mfiRd adiegirN 9 pardatim bkA 26 to J6 iodn deep W Iwo profik Pia a me lovum� mtli,atd M Fipve I Subwrteu cadhioM m Profik I m,riRd of fou depose rape 1 urdvl.in M dM. �e5<Y writl, r^rh loge robbk ro Ilr nrui- mundgthukyrO rfel Subw,fimetito to m roPmNe2mond d. of 9I oogretoI fast urdaWn by vhy,d.yeysW win la g.cobble,Iooft m®n.,m deoU, ea all of af.a.No Food PI) we. o,mN In IN rat pia. ft o,,,on Ives ir,2 N% pemNvm run ole a 20 Nmtm Per h A (MPI) We eN da®bnBIN OWS p IN uu afpmfile 2 Nwq Mevvye I,amMvon We of 14 MPI. m.aa„ water' bWweie ton ,RFyelmealf]r EVEAaOFH ID:.,er.6r • "'. 0. AFP li Mo. 11812 PoF3 Throe R inigud fieW.totN w4 wN A rveewy Y Ih time day immipimn. It doe mr.Pper me us of propoo, ft field trofto u entad by IN inigeron b on ft wrr,n dryNoo oflNW W IN qwx oft,, vo,,o, nIf Ill, property will W mgud in the labra, nouncES elft drew, field .AwW be mvidaed. RECOMMENDATIONS - W. recmnmd ft OWS ircbde iWdluion d Iwo lolHic notr eNum Nlen, W five cbntlrr-treMn to Ns buvou Ngemd on Roo 1. T to OWS dmiyn is M.v4 on m ..Yoga x-.epe bed of J45 GPD W . pm dedur rue of 14 MPI. We :mmm,erd IM1e irmelledon of rot 150Dplbn nwsonammm seplk r.Mt a tN ,mm lrou.e W orc 11%U -gallon Iwosn:rpW:CLL romae eegic lulu n IN !am bwH with M Nh,m fiber m rite mrle, a brdrvd m Rgure 1. A d'undN,bn boa wim 6 w melba. dwW be imeSd m darTuN efDn,t.mm�8 the Ods Were mak me Uwewlron dfiw d,Mlbavnrhel telt wim 1 row d 16 drMbas The popowd DN'$ u M m eves: 1(0: swim muton ud mala: stroll rot be dorc Vehicle movement rove ,N dron field arm during roonmaion should IN, keW Y n minimum b pato. compmipn aft rewiring toils. We recommend IN boom of IM bed be RNwd wish . pick, show[, w bu bucket tooth prior to IN Witton of Infihruon. we,mn,mnrd the wdkro or 0e field N eeedd .Ra mwnnion of me field. We ,aommmd uw. mita n.d m, .v.iMHe n .utl Paan TNM axw & not mucin: urig.tim W d-olop n growth 1010 15 MrAe. Ngh No onolnuc epiri f.yXem deNN N iovdNd ova the field. ff N yei& pmP•^Y u o, w inn'ttd fm egttdnad p,rPo•e m Or finmA me tower nay bnpw me OWS. Ifi,rigevon. mtupued. too cM modify an OWS d®gn to.",mud" 1. eaolmmdne r b*w gmud wua k Thee, no is ,ton of pwod tout nNemr6 the PODo1etl drvn frrW by pastor tljuml int woont The owm man no i.<.o OWS,, difiermt from Wbl, x rr sm,m The .tour man be .were o{ trod sebme rapowTility to,, mmilwd m<i-r. .nc< of the rynem In ft .brmu of • morfir.., program, we ,aommeM IM mpt. I<nk be pu opts every ,w'o ye.fv Effluan Dirt' .M -,caned ..Io. u .Ppl.Wr, rtn to or clnW during pumping. Thele are duly wmid.n.. so , u na putting plastic or other wnblodegndeble notornd. into IM septic.y m Gubap diVoml uw 31,MW Ito Ymm,d. TN h.drw.J, d. w,ta venae ,ray x nMdw m dr otos. w e<pm.m d�swR.M,W x no,mmmd hr tN b.daeMY w.a., d..oftec, km.Ded C1mva01' I,tlld veer from . rvimmi,rg pod err spot dw,W m b. innak.ea m m. otos LIMITATIONS A eanmuar. who u npa.rra u or im.guioo, rhmW usV.D tN OWS dedgn On im>HVPWt leyoa, dap, W ,emmlmJmiom u. bud on duo ti and. V adourNu ocoh u mmidaeNY diRaml Dom Ihou dxtibd p as rayon K vKweaeq wA ehadd N naifieC to NtI,n,. tN taro M IN Popped OWS, IFtN helm cl q nRku mnddrmae to ,h, dwlIIA ver .NuW Ire mooch to reloug tN orpW on IN pufomume of me OWS. TN CooNY W ver fim, ,mu be ootdectd upon mmpbdon off OIVS oIsvrorT /YEN' MPE 4. 9ORw1IF a PN: At161/1£NT PRE wTN W 4 CALCULATIONS AND SPECIFICATIONS UFfiE M'10DA MAH RDItD!NM -. SEptOWL AM 4 tZkblm - ImY E1w3 M,U,DINO -01A PE 110N MT - 14 MR N6A - fI.T6 Gh D M 1T)/! Mu - IHIx I®ue11DN FOR u: a aAemts - 30R l0i& MG - g53 9f All mnwcdan a m N in.nmdure wirN rhe ISDS regnlmiaa Pip.lype W e'mc Iawl rM,mwur. seµb,enk mwmaioN W o1M 1pmfr.liara wNrA art na dtPael'vi err «poo, m to mJ ro APFJN ISDS nrr im,nlla oflN rymnum Nw demnr.,d knowlelged the DS rtRd.doM W requvemem. Ifftnem any quewtw or ifwe,an N offun[w sa.icc. PI W. son.y. CNURCR& e'':s C': v DO. y;:f. G/l !Y,2 piswd D. ^.q1p .� ' •:/OHM 11LG [Ochry CHURCH & ASSOCIATES, INC. Sepfic Tank with 4' Dia. Biotube®Effiuent Filter 199915W4 m m cwwPesf NELASI <DOETE SEFfIC TMR wIH M /-MG Spm 9a ./Ove NMr 130.1EN1 Mi9V A'lFD 10 TE OJR£f / i—� 0<.Mee W eSe fall v n v GWi Se — iN Myo I. u MeeQ IeN ter VwI Ori b ,fto� r M=dww Dww NVa We W PoY DneNt. • fReap M a IMN411 N91W1E TEOY6i V OSIM..YRlIR6K YleI91K a.evaulNmlm NL l.ealMnw3R GweOM1WM I • i0 ge 6TI.1,fl1F85 WAl1YU toga' P.w / r W.m T AlPlli0Y '.. vd.es Pon.. TEi JOBNO.118/2 • 31 TYPICAL DISTRIBUTION BOE - N.T.S. Rµ ] AWRCeL FIVE TOTAL TRENCHES NEW I' IXYIOSR g9RIR1TIX1 80% 1e SGEDNt£ <D PVC RPE IiXIY3 °[qot pRµA I • i0 ge 6TI.1,fl1F85 WAl1YU toga' ,. DZ T AlPlli0Y GE TEi W. HOUSE - 2 BEDMOtE Q SF LOADNO - T9- AY TOTAL UMBINO O PERCDJ.TQ1 hST - le MR ARG - f1.TS N O %AY)/5 . A5EA - N3 9F ACOUDMM FQI USE OF LIMBERS - 3DR TOT& NRA - g» s 0,J2A FWI RUTH boll E9 - I= SF DRAIN FIELD MET WITEY Y8w NEW e I MMU. IT SEVEN WRL'S N®EO NUMOM OF TIRIG,ES - S TOTAL WAOTY - 1. LFNOTI OF Gd TIENPI - IM FEET, 10 O.SDIS MWIS/24 HOURS) MM OF EAN REO - 3 FTEs, I CHAMEWS REK MSNDAIIM - MM NIIMBEA OF OfAMSERS - AD WAMWRS TRCOMPM TOT& MG - Ilw SF 2262 SNOWMASS CREEK RD. SNOWMASS, OOLORADO CONTOURS FRWIDED EY NMA E. gFRMOLD, NKHITECT ND NEIO MING %ALS WITHIN m FEET PBDIUS OF DRAIN FIELD PARCEL A JOB NO. 11612 LOCATION OF PROPOSED OWB 2182 SNOWMASS CREEK ROAD DATE OF TEST 11F1612g PRKIN COUNTY, COLORADO Net a.en Nen ProflM: 2 61' UNDP ROGT21)NE 1{ BAxD yM WA OMYEL AND ARGE COSSLE OENBE Md9T BX LbM BRONM TAN pEpTl IMFAVAL AM MIXE pP � � �TM ONANGE. PFRC =A NmeefI DFMDLEt. i' AVO FRMCO TION Mn (NPD le RFY.IIXB 1KKES PRFSpMEOl NOHRS ON 111,)Np !OB NO 11912 -.P-t vex.-nrerw P3 � CONQ1EtEI 'pp17<I ryRlN Wlll IXJREf JP P.S RELL SET&' 2w FEEL MINIMIH 1 sHArslAa �.'• •�'•� cIeEA CLEANGR ' 1.^I. d1N0 � - .s •� I . K rwc-OMr �'. ��r��IaqM IANC 1, SCALE 1. Sol REVISED FIGURE 1 GE DBTMBI1fIW BDN � - ur-'., %' MOISE l E - P9 \ 12M W OF INFILTRATNE ARG M 9 ORAVE4UESE TRENCHE6 USING INPLTRAMO MPMBERS EA HTRENCH- 1 ROW OF 1E CMNABERS LOCATION OF PROPOSED OWB 2182 SNOWMASS CREEK ROAD DATE OF TEST 11F1612g PRKIN COUNTY, COLORADO Net a.en Nen ProflM: 2 61' UNDP ROGT21)NE 1{ BAxD yM WA OMYEL AND ARGE COSSLE OENBE Md9T BX LbM BRONM TAN pEpTl IMFAVAL AM MIXE pP � � �TM ONANGE. PFRC =A NmeefI DFMDLEt. i' AVO FRMCO TION Mn (NPD le RFY.IIXB 1KKES PRFSpMEOl NOHRS ON 111,)Np !OB NO 11912 -.P-t vex.-nrerw P3 � CONQ1EtEI 'pp17<I ryRlN Wlll IXJREf JP P.S RELL SET&' 2w FEEL MINIMIH 1 sHArslAa �.'• •�'•� cIeEA CLEANGR ' 1.^I. d1N0 � - .s •� I . K rwc-OMr �'. ��r��IaqM IANC 1, SCALE 1. Sol REVISED FIGURE 1 1]_IB-99 Re4den� MENNEN Sheet of 12/23/1939 15:23 30o -d32-338© PALLIEn&ASSOCIA'ES 0 PAGE 32 N ^v G «r� Lot Zone: From Resolution 97-41 Lot Zoned RS -3 Lot Area: - 35.157 acres Min, usable Open sapce per dwelling: = N/A Front YOrd Setback: (see attached site pion) = 800+ feet Side Setback: (see attached site plan) = 84 feet Rear Yard Setback: (See attached site pion) = 204.375 feet Lot Width: (see attached site pion) = Varies Max. Height Pringipie �tructure: 28 ft. mid—pt. (future oin root once of main roof M x. Hei ht Acce so 20 /t. mid—pt. see a ached e�eva(lons) of main roof M x. Floor Area Ratio: 11.562 gross s.f. (see breakdown below): BARN/CARETAKER UNIT ACCESSORY STRuCrUgf ' IST FLOOR: Garage/Cold Storage: = 870 gross s.f. Norse Stalls/Tock Room/Wolkwoys: 785 gross s.f. 1st Floor Sub—Total: - 1655 gross s.f. 2ND FLOOR: Cortoker Unit Apartemnt on 2nd floor: = 698 s.f. Owners Art /Photo Studio obv. garage = 590 gross s.f. Stair Landing / Hallway 2nd floor: 28 gross s.f. 2nd Floor Sub—Total: - 1316 gross s.f. PUT IRF MAIN R clD N .F APPROX SO 1`00TA c IST FLOOR: Garage / Work Bench Area: - 793 gross s.f. Residence area: - 5176 gross &J. 1st Floor Sub—Total: = 5969 gross s.f. 2ND FLOOR: North Wing 2nd floor area: . 1993 s.f. South Wing 2nd floor area: = 629 gross s.f. 2nd Floor Sub—Total: — 2622 gross s.f. ccc b'� �UIBIT A - V/.1 `C R RE SOU4CC S A tract of IAU situated is the!Ncrtheast (:carter of Section 3 STCI.ENWr[XjOER To-wnxhip 9 South, Range 06 Wiest' of the 6th P.M. Principal Me_iaiaa and Cha Southeast Quarter of Bactlon 34, rowzship 8 South, Range of Wast of the 6th Principa2 Mericiat, Pitki-c County, Co2oracc. Ug.:sing at the Northeast corrir o A -P.1 of Tract 82 of Said Section 34 Than:* S 000 47, 39" a 1o67.76 teat Thaace 8 440 50' 00" W 230.00 1aac; Thence 5 30. 33' 00^ 8 331.37 tcet; ':hence 9 00" 47' 3S' 9 323,31 'feat Thence 8 026 55' 09" 590.56 $eat; Thence 9 020 20, l0" W 238.39 eet; Thence S 110 06' 089 W 323.24 feet; Thence 1:688 52' 45, W 'D89.17 flet; Thence 14 32036175■ E 1307.69 fapt; Thant* N 40060'27' 14 1036.01 fast; Thenco v 29'11'24' 8 283.54 feet; Thence N 68' 17' 14" E 792.65 "feet f said de9caibad Property. Whence bea-e N 009 47' 39^ W 422.00'. to AP 2 of!^ract 86; to AP $ of 'said Tract 62: to tra poi-: o� beciaaing. Jan -19-00 07:02A • L SAMUELSON PUMP CO. INC. P.C. BOX 297 WATER SYSTEMS GLENWOOD SPRINGS SALES, SERVICE 8 INSTAL�ATION COLORADO 81802 945.6309 January 17, 2000 Harry Mayer Const. 275 Riverside Dr, Basalt, Co, 81623 Attn: Harry On January 11, 2000 a well test was conducted on a new well on the Whitney -Marlin site on Snowmass Creek. Fallowing information was obtained; Well Depth -------------------------------60,-0• Casing size (top) ---------------------- 7"(steel) Standing water level --------------------24'-2" Drawdown -------------------------------31'-8" Production is ---------------------------6 gpm. Hardness 17 grains/gal, Iron 1,0 mg/I pH 7.6 This test was conducted with a 1/2 hp. Goulds test pump Model 10GS. The well recovered back to 26'-9" in 10 min. If you have any questions please call me, Raun Samuelson at 945-6309. Sincerely: Raun Samuelson P.02 Jan -19-00 07E02A STAMM SAMR* INATFR TIT Sr002milA 1114"aA Alla 013111oET r 0.. we sT. faOWMNAA MllAf. C0. nen r j�rry If. wi J MS 101 SamO1e LOwOn-- �n;�ro urf OI9s •a f 6AY0.t'AA_N GATE L- 1 -ID I'Mt wn�r c�:+�.=1d� .�,r. ARLOAINE r0.>. GUUYI>r Q�LMI.EA.ys�A(9OVA1 _ , I rpMrALWM W1h. 1 RO;Ri NE 0 Rnu71DA SHitr 91MT Me CQMWY117 I i CH OR SArhE i i 1A0CEff MAtEe 1 ntRkN MILK I I MN IN I OROUNO ; 1 SUIMCE W 1AMATf I SPEC -AL M105E ur1LE O W( or ALL Ir11ONMA7T0A 10 11110' SUPPLIED 714 SAMtk WILL eE OISEL10k0 p:N( q ygvoY REMARKS O RttuRR Ta M — SEE 1EV(AS( EOA tiri a1WTAl10A{. WMRI O IYSq,CK1Y5 MD OCf MII,ONS LAA-rIG010e IAM 01fAl LOOM P.03 AnaNE1 �J//dr ',0A HSI U r0A IESI FILTER CA. Aueor 4V57kO WYT NIUAYt RA PAM N Ae —F— i lGb rM V IRif[YI COL'EAAYI100 W L • . "Nth w A o Air O LOl11OAYftOVW � \I �I IRAN 51 M MOIGII Is ^I.rimrUrd E } I II OC E 0 Drawn: MEB Project: Checked: Date: 01-29-2000 Revisions: QLi Sheet of m M E M O 00 u I v 0 E M E Q % v O 0 J O O V M d NOS r- ° w o ° ¢ f .Woow ui 0 mo O M m W J y0 O E F- m v t I wv�o aw W S Drawn: MEB Project: Checked: Date: 01-29-2000 Revisions: QLi Sheet of