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Pitkin.EH.273514401003 (2007)
Pitkin Cow Environmental Health Natural Resr cos Department P, Alit for an Individual Sewage Disposal stem 0405 Castle Creek Road; Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Replaces permit 07079 Permit # 07093 Parcel ID # 2735-144-01-003 Type of permit New( ) Repair( ) Addition/Remodel to House( X) A -Frame Name of Owner Helvetica Endeavours LLC Street Address 1654 Castle Creek Rd Property legal description Lot 2 Size of lot 13.865 Total square footage of the house 3750 sq ft Water source Private well # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house -eraitavvosic.. Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 4 bedrooms Permit information Designed by All Service Septic Mailing Address P.O. Box 2844, Glenwood Springs, CO 81602 Perc rate 1.2 Itar Profile hole depth 18 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1750 gallons Minimum Absorption area Comments Greater than 18 ft 1166 sq ft w/ no reduction Septic permit approved per compliance with the engineer design and specifications dated November 6, 2007, Project #1372. 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 well must be a minimum of 132 ft from the drywell. Existing system must be properly abandoned. : C'e a2:i -hLLI x roj h ji ri This system will consist of one 2000 gallon two compartment tank and a drywell that is 17'x17' and 13' deep below the inlet. Burial depth from the ground surface to the inlet cannot exceed 1'. 1' of imported sand filter material will be placed on the bottom of the drywell followed by 1/2" to 2 1/2 diameter clean graded rock that extends at least 2" above the inlet pipe. At least one 4" perforated vertical sand pipe must be attached to the end of the distribution line with a tee fitting and extend to the bottom of the drywell for the purpose of inspection. This permit is expressly conditioned on the property owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations. 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 encouraged. Permit approved by: Chit ( Cc, 0 ' Date: (� 1 I U 7 Expiration Date: //47/0g 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 owner's 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: VI(,/ (NJ_ PLtLi t,6- Y)(.; License Number: (;0?) dart 0,/Final approval: .6,7 () Tf�1 ! rq Date: 1l f 25/0 7 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 September 25, 2009 Project No. 1372 Helvetica Endeavors Attn: Jaimbea PO Box 437 Aspen, CO 81612 Installation Observations for Russell Residence 1654 Castle Creek Road, Permit #07093 A -Frame Pitkin County, Colorado Jaimbea, ALL SERVICE septic, LLC performed installation observations for the onsite wastewater treatment system (OWTS) on December 51h and 12th 2007, June 30th 2009, for the subject property. The installation included a 2000 gallon, two -compartment concrete septic (Valley PrecastTM) tank with an effluent filter on the outlet, followed by a 20ft x 18ft x 11ft deep `drywell', for a total infiltrative area of IOWA The drywell has lft of imported sand filter material in the bottom. Four - inch PVC perforated laterals and 1/2 to 2 1/2-inch gravel will distribute effluent throughout the drywell. Geo-fabric was placed on the pipe and gravel prior to backfill. The OWTS was generally 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 OWTS. LIMITS: The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWTS 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, ALL SERVICE septic, LLC Timothy R. Petz 2 copies sent Copy sent to Pitkin County Health Dept. Reviewed By: Richard H. Petz, • 'v', \2s0, '�s CAN S/eli 18X20X11 FEET DEEP DRYWELL. TOTAL AREA ® 1196 SF N 39' 08.116 W 106' 49.241 C'`r 20' OBSERVATION PIPES N 39' 08.118 W 106' 49.237 2000-GALLON, TWO -COMPARTMENT PRECAST CONCRTE SEPTIC TANK WITH EFFLUENT FILTER VALLEY RPRECAST OWTS AS -BUILT DRAWING PERFORATED PVC LATERALS 18' N39'08118 W 106' 49.240 4" SDR 35 PVC PIPE EXISTING YARD AND LANDSCAPING GAVEL N 0' 15' 30' SCALE: 1" = 30- WELL CLEANOUT N 4" SCHED 40 PVC SEWER PIPE �> EXISTING A -FRAME TO BE REMODELED TO 4-BEDROOM RESIDENCE 3750 SF 1656 CASTLE CREEK ROAD PITKIN COUNTY, COLORADO A -FRAME, HALL RESIDENCE ALL SERVICE SEPTIC, LLC PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 PRO. NO 1372 FIGURE 1 Pitkin Count environmental Health & Natural Resol es 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 Permit # 07078 Parcel ID # 2735-144-01-003 Type of permit New( X) CDU Repair( ) Addition/Remodel to House( X) MAIN HOUSE Name of Owner Helvetica Endeavours LLC Street Address 1656 Castle Creek Rd Property legal description Lot 2 Size of lot 13.865 Total square footage of the house 3400 sq ft Water source Private well # of bedrooms in house 2 # of offices, lofts & similar sized rooms in house Caretaker unit 2 Total square footage of the caretaker unit 1000 sq ft # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 2 bedrooms in main house (100gpd) + 2 bedrooms in CDU (75 gpd) Permit information Designed by Mailing Address Perc rate 13 All Service Septic P.O. Box 2844, Glenwood Springs, CO 81602 Profile hole depth 6 ft Minimum Septic tank capacity 1531 gallons Depth to groundwater or bedrock **backhoe refusal 6 ft Minimum Absorption area 618 sq ft w/ 30% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated September 13, 2007, Project #1372 and clarification letter dated September 19, 2007. 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 well must be a minimum of 118 feet from the absorption field. The CDU must be at least 20 feet from the absorption field. The existing system must be properly abandoned. This system will consist of one 2000 gallon two compartrrient tank followed by a concrete distribution box. The box will have 2 outlets and 70% of the flow will be distributed to one bed (6 rows of 8 Quick 4 chambers) and 30% to another bed (3 rows of 7 Quick 4 chambers). **MAXIMUM depth of installation is 2 feet below the surface due to bedrock at 6 ft. This permit is expressly conditioned on the property owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations. 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 encouraged. Permit approved by: (�I,;�: L (.(�_ / R-th i iL.c i Date: (i /1)-( /t) Expiration Date: s: /ri / U "7 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 owner's 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: License Number: Final approval: Date: ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Lh kat a kttcre*- eh l.Jt 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 1700 State Review Required? no Perc Rate (T) r 2 v fli (Z.. Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1225 • Minimum tank capacity 1531.25 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 0 sq. ft. of absorption area required 0 gravelless chamber units without reduction # of Perc Holes Required: QUICK 4 A= STANDARD A= 3 9.87 0 sq.ft. with 50% reductionTRENCHES 0 graveness chamber units with reduction 0 sq.ft. with 50% reductionTRENCHES 0 graveness chamber units with reduction EQ 36 QUICK4-EQ36 0 0 SETBACK FROM WELL # of feet = 118 0 EQ36 units in TRENCHES SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 68 SETBACK FROM DRY GULCH # of feet = 43 QUICK 4 100 2 0 , 112..c.2 % 2- 9.2 0 sq ft 30% reduction BED 0 chamber units with reduc. 0 sq ft 30% reduction BED 0 chamber units with reduc. 0 EQ36 units in a BED 0 0 Owner's Name OWTS DESIGN CALCULATIONS - for Pitkin USING LTAR 1 House Size (sq. ft.) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House 1 Parcel ID # (75 gpd or 100 gpd) Number of Bedrooms in Detached Caretaker unit Ntunber of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACI-HED, treat as if part of main house.) Average Daily Waste Flow State Review Required? LTAR 1.2i (T) 600 no Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1350 Minimum tank capacity 1687.5 gallons Absorption Area (=B20 X 1.0/1317) A = Q x 1.0 loading/LTAR A = 1,125 sq. ft. of absorption area required 100 3 Absorption -Area (-Q/5 X SQRT perc rate) 'WITH -SECONDARY TREATMENTig far } A= 1,125 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Pipe and Gravel Dosing Chambers Max Allowable Secondary Treatment Abs Area w/ out loading factor (B28) Pipe and Gravel Dosing Chambers Max Allowable 128 SETBACK FROM WELL #offeet = Trench 1013 900 788 563 Trench 1013 900 788 563 78 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 53 SETBACK FROM DRY GULCH # of feet = Bed Bed 900 1013 788 1125 900 1013 788 1116 Legg cur r r, ii% Quick4 Trench 103 91 80 57 103 91 80 57 Quick4 Bed 114 91 103 80 114 91 103 80 i 1 • • Ian• tr ° • of • • %• .. ii I PO Box z844 L Glenwood Springs,C081602 Rua Fax 303-216-2796 November 12t" 2007 Project No. 1372 Helvetica Endeavours Attn: Jaimbea Hall PO Box 437 Aspen, CO 81612 Subsurface Investigation and Revised Onsite Wastewater System Design, Proposed Main Residence and CDU, Hall Residence 1656/1652 Castle Creek Road, Pitkin Permit #07078 Pitkin County, Colorado Jaimbea, ALL SERVICE septic, LLC evaluated subsurface conditions and designed a revised onsite wastewater system (OWS) design for the proposed subject residence remodels. The property is located outside of Aspen Colorado, in an area where OWS and wells are necessary. The revision is based upon a change in the drain field design per owner request. Previous designs should be discarded to avoid confusion. SITE CONDITIONS Two structures (main residence and A -frame) currently exist at the subject property. The main residence will be remodeled and a new CDU (guesthouse) will be constructed. The A -frame house will also be remodeled. Two wells exist on the property as indicated on the site plans, and will provide water to all buildings. SUBSURFACE The subsurface was investigated by digging one 18-foot profile hole. The materials encountered in the profile hole consisted of 1.5-feet of sandy topsoil, underlain by sand with sparse boulders and cobbles to the maximum depths explored of 18-feet. A soil sample was taken and a gradation analysis performed to justify drain field sizing criteria. An LTAR of 1.2 gals/SF/day will be used for the design. be ,k-tz5 a innk csCty\ a.3 Lo a._v\N. DESIGN SPECIFICATIONS MAIN RESIDENCE and CDU — The OWS design is based on 4 total bedrooms and an average sewage load of 700 GPD. The installation must include a 2000-gallon, two -compartment, precast concrete septic tank with an effluent filter, followed by a drywell. The drywell must be 16 feet by 16 feet and 13 feet deep for a total area of 1088 SF. One foot of imported sand filter material must be Onsite Wastewater Systems Page 2 placed in the bottom of the drywell, overlain by 1/2-inch to 2 1/2-inch washed crushed rock. Perforated PVC laterals will distribute effluent throughout the drywell. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. OPERATION liON INFORMATION ION AND IVIAlNTENANC II+; The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo- fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRIUCTL01N1 NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. I NSTALI ,ATION 11) S '+ RVAII'LONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. Onsite Wastewater Systems Page 3 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. ALL SERVICE septic, LLC Timothy R. Petz 3 copies sent Reviewed By: I en en cn 4k 00 1-1 4k O Cr) O tn O O O O 4t O O O O) O co O N O (O O U, Duissed O O M O N O O O O 0 O 0 Diameter of Particles in Millimeters C O co a) .c5 a) a) 0 a) a) 0 a O C N N L tF- (op W' J 0- (0 Gravel - 10% \° 0 z W Z 0 0 CL 0 Sand - 64% Fines - 26% Project No. 1372 - Main and CDU 1 ..-...,• - rr . • • • • • t(psf, crak 'Kc\ • Pitkin Cour' Environmental Health Natural Resr .es Department P, .lit for an Individual Sewage Disposal stem 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Replaces permit 07078 Permit # 07092 Parcel ID # 2735”144-01-003 Type of permit New( X) CDU Repair( ) Name of Owner Helvetica Endeavours LLC Street Address 1656 Castle Creek Rd Addition/Remodel to House( X) MAIN HOUSE Property legal description Lot 2 Size of lot 13.865 Total square footage of the house 3400 sq ft Water source Private well # of bedrooms in house 2 # of offices, lofts & similar sized rooms in house Caretaker unit 2 Total square footage of the caretaker unit 1000 sq ft # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit f • Designed for what # rooms (list) 2 bedrooms in main house (100gpd) + 2 bedrooms in CDU (75 gpd) Designed by Mailing Address All Service Septic Permit information P.O. Box 2844, Glenwood Springs, CO 81602 Perc rate 1.2 Itar Profile hole depth 18 ft Depth to groundwater or bedrock Greater than 18 ft Minimum Septic tank capacity 1531 gallons Minimum Absorption area 1021 sq ft w/ no reduction Comments Septic permit approved per compliance with the engineer design and specifications dated November 6, 2007, Project #1372. 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 well must be a minimum of 118 feet from the drywell. Any dwelling must be at least 20 feet from the drywell. The existing system must be properly abandoned. ao -ID, , ) This system will consist of one 2000 gallon two compartment tank and a drywell that is 16'x16' and 13' deep below the inlet. Burial depth from the ground surface to the inlet cannot exceed 1'. 1' of imported sand filter material will be placed on the bottom of the drywell followed by 1/2" to 2'/2 " diameter clean graded rock that extends at least 2" above the inlet pipe. At least one 4" perforated vertical stand pipe must be attached to the end of the distribution line with a tee fitting and extend to the bottom of the drywell for purpose of inspection. This permit is expressly conditioned on the property owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations. 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 encouraged. Permit approved by: (;vi. () 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 owner's 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: gAytelit___i t'^_. ..I \f1 RR ' I' l�;��� it)' License Number: �)0J 5 dim t J Final approval: _ -i, (';/6t %t.0 ? Date: ' j f ,1-h /0‘;) .I 0 Date: / I) Expiration Date: .1)/ it/ ! () PO Box 2844 j s e t it Glenwood Springs, CO 81602 ��I Ph 970.618-5033 Fax 303-216-2796 September 25, 2009 Project No. 1372 Helvetica Endeavors Attn: Jaimbea PO Box 437 Aspen, CO 81612 Installation Observations for Russell Residence 1656 Castle Creek Road, Permit #07092 MAIN HOUSE Pitkin County, Colorado Jaimbea, ALL SERVICE septic, LLC performed installation observations for the onsite wastewater treatment system (OWTS) on December 5th and 12th 2007, June 24th 2008, for the subject property. The installation included a 1540 gallon, two -compartment FRALOTM plastic septic tank with an effluent filter on the outlet, (1532 minimum gallon required) followed by a 12ft x 18ft x 14ft deep `drywell'. The drywell has 1 ft of imported sand filter material in the bottom. Four -inch PVC perforated laterals and 1/2 to 2 1/2-inch gravel will distribute effluent throughout the drywell. Geo- fabric was placed on the pipe and gravel prior to backfill. The OWTS was generally 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 OWTS. LIMITS: The observation was based on information submitted and our site visit If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWTS 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, ALL SERVICE septic, LLC Timothy R. Petz 2 copies sent Copy sent to Pitkin County Health Dept. Reviewed By: Richard H. Petz, 1540-GALLON, TWO -COMPARTMENT FRALO(tm) SEPTIC TANK WITH EFFLUENT FILTER N 39' 08.224 W 106 49.274 N 39' 08.221 W 106 49.269 4" SCHED 40 SEWER PIPE DECK PVC I L m (40 2-BEDROOM 3400 SF Leo REMODEL 444 O3c NNo OBSERVATION PIPE N 39' 08.229 W 106 49.274 20.0 0 OWTS AS -BUILT DRAWING 18' X 12' X 14' deep DRYWELL = 1056 SF PROPOSED 2-BEDROOM 1750 SF CDU 4' F t 4 .117NG 118, FE SETBA WELL EXISTING YARD AND LANDSCAPING GRAVEL T 1656 CASTLE CREEK ROAD PITKIN COUNTY, COLORADO MAIN HOUSE, HALL RESIDENCE S6' 41710 R.P4, ALL SERVICE SEPTIC, LLC PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 SCALE: 15' If 30' 30' WELL PRO. NO. 1372 FIGURE 1 Owner's Name OWTS DESIGN CALCULATIONS - for Pitkin USING LTAR Parcel ID # House Size (sq. ft.) (75 gpd or 100 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 Ntunber 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 State Review Required? LTAR 1.2 (T) 750 no Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1125 75 5 Minimum tank capacity 1406.25 gallons Absorption Area (=B20 X 1.0/B17) A = Q x 1.0 loading/LTAR A = 938 sq. ft. of absorption area required Absorption Area (—Q/5 X SQRT perc rate) WITH SECONDARY —TREATMENT (no4oading factor) A= 938 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel 844 938 85 95 Dosing 750 750 76 76 Chambers 656 844 66 85 Max Allowable 469 656 47 66 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 844 938 85 95 Dosing 750 750 76 76 Chambers 656 844 66 85 Max Allowable 469 656 47 66 110 SETBACK FROM WELL #offeet = 60 SETBACK FROM POND, STREAM OR IRRIGATION DITCH #offeet = 35 SETBACK FROM DRY GULCH # of feet = Pitkin Count. 'nvironmental Health s Natural Resor •-- ,es Department Per,..it for an Individual Sewage Disposal L item 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 07079 Parcel ID # 2735-144-01-003 Type of permit New( ) Repair( ) Addition/Remodel to House( X) A -Frame N ame of Owner Helvetica Endeavours LLC Street Address 1654 Castle Creek Rd Property legal description Lot 2 Size of lot 13.865 Total square footage of the house 3750 sq ft Water source Private well # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of,the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 4 bedrooms Designed by Mailing Address Perc rate 28 All Service Septic Permit information P.O. Box 2844, Glenwood Springs, CO 81602 Profile hole depth 6.5 ft 'Depth to groundwater or bedrock k*backhoe refusal 6.5 ft Minimum Septic tank capacity 1750 gallons Minimum Absorption area 1037 sq ft w/ 30% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated September 13, 2007, Project #1372 and clarification letter dated September 19, 2007. 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 well must be a minimum of 132 feet from the absorption field. Existing system must be properly abandoned. This system will consist of one 2000 gallon two compartment tank followed by a concrete distribution box which will distribute effluent to a series of 2 beds. Each bed will consist of 6 rows of 10 Quick 4 chambers for a total of 60 chambers in each bed. Distribution pipes will connect each row serially to the next bed. **MAXIMUM depth of installation is 2.5 feet below the surface due to bedrock at 6.5 ft. This permit is expressly conditioned on the property'owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations. 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 encouraaed. /1 Permit approved by: f �('�',t, , 1 O8/1�2-e - 0 Date: 9/2 1 /01 Expiration Date: c3/=2-- l / 0 % 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 owner's 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: License Number: Final approval: Date: Owner's Name ISDS DESIGN CALCULATIONS - for Pitkin - frctFY\t 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 State Review Required? Perc Rate 800 no (T) i 2_ t, TO (z- 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 = 0 sq. ft. of absorption area required 0 gravelless chamber units without reduction 100 0 0 Hoo �. 2-- # of Perc Holes Required: 3 QUICK 4 9.87 QUICK 4 9.2 A = 0 sq.ft. with 50% reductionTRENCHES 0 sq ft 30% reduction BED 0 gravelless chamber units with reduction 0 chamber units with reduc. STANDARD A= 0 sq.ft. with 50% reductionTRENCHES 0 sq ft 30% reduction BED 0 gravelless chamber units with reduction 0 chamber units with reduc. EQ 36 0 EQ36 units in TRENCHES 0 EQ36 units in a BED QUICK4-EQ36 0 0 0 0 SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 PO Box 2844 Glenwood Springs, CO81602 Ph 970-618-S033 Fax 303.216-2796 November 6th 2007 Project No. 1372 Helvetica Endeavours Attn: Jaimbea Hall PO Box 437 Aspen, CO 81612 Subsurface Investigation and Revised Onsite Wastewater System Design, Proposed A -Frame remodel, Hall Residence 1654 Castle Creek Road, Pitkin Permit #07079 Pitkin County, Colorado Jaimbea, ALL SERVICE septic, LLC evaluated subsurface conditions and designed a revised onsite wastewater system (OWS) design for the proposed subject residence remodels. The property is located outside of Aspen Colorado, in an area where OWS and wells are necessary. The revision is based upon a change in the drain field design per owner request. Previous designs should be discarded to avoid confusion. SITE CONDITIONS Two structures (main residence and A -frame) currently exist at the subject property. The main residence will be remodeled and a new CDU (guesthouse) will be constructed. The A -frame house will be remodeled to have 4-bedrooms and 3750 SF of living area. Two wells exist on the property as indicated on the site plans, and will provide water to all buildings. SUBSURFACE The subsurface was investigated by digging one 18-foot profile hole. The materials encountered in the profile hole consisted of 1.5-feet of sandy topsoil, underlain by sand with sparse boulders and cobbles to the maximum depths explored of 18-feet. A soil sample was taken and a gradation analysis performed to justify drain field sizing criteria. An LTAR of 1.2 gals/SF/day will be used for the design. DESIGN SPECIFICATIONS A -FRAME — The OWS design is based on 4-bedrooms and an average sewage load of 800 GPD. The installation must include a 2000-gallon, two -compartment, precast concrete septic tank with an effluent filter, followed by a drywell. The drywell must be 17 feet by 17 feet and 13 feet deep for a total area of 1173 SF. One foot of imported sand filter material must be placed in the bottom of the Revised OWS Design for A -Frame Project No. 1372 11/06/07 Page 2 drywell, overlain by 1/2-inch to 2 1/2-inch washed crushed rock. Perforated PVC laterals will distribute effluent throughout the drywell. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. OPERATION INFORMATION ANTI) MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo- fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADM liONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. 'INSTALLATION 0 i.>S lIeRVAI['IIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Revised OWS Design for A-Fiame Project No. 1372 11/06/07 Page 3 Please call with questions. Sincerely, ALL SERseptic, LLC Timothy R. Petz 3 copies K1 00 en rr 4t 4 z 4 0 4O oIn o \D O M O O O 6) O O O h O O In fluissed O O N O r- Diameter of Particles in Millimeters and Cobbles, Dense, Moist, Red/Brown Fines - 29% Project No. 1372 Carla Ostberg From: Sent: To: Subject: Carla tpetz1@comcast.net Monday, November 12, 2007 10:55 PM Carla Ostberg OWS Design Permit #07079 ) F-. vv'. I noticed a typo in my design dated 11-6-07 (#1372). In my calcs I wrote a 0.8 where it should be 1.2 as stated throughout the report. All sizing is accurate. I will prepare another drawing and submit•if you need one. It is no problem. Tim Timothy R. Petz, P.G. Onsite Wastewater Systems 970-618-5033 Glenwood Springs 303-908-7823 Golden Business Phone : e1911 POTKIN COUNTY ENVIROV\Ill 1[[N T All C JI- ���r�'C Dk1PAg rll'kINEN i APPLICATION FOR IN[DIVIDUAI. V)1;71319Ac[C= OJOS O)Sa;,; L SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER ` \\JeA- ecANIL,Uv`D LLC_- Owner's Mailing Address fpcx r- \43fl City, State, Zip ��rn , co cc3\zs Home Phone: E-mail Address: Business Phone: I B (i c 1 9 Primary Contact Person (all cornrnunication regarding this permit will go through this pera m) Name c;,\vr\\ ,\cam\` Company Contact Mailing Address ? • L-a7 City, State, Zip �? zJ\ , <- G (� \ \B gc\1C} Fax : � pa , vaDo i E-mail Address: • GVj / 6\4\\ C.{c,�\QO (C)v n Ceti Phone : � s \ � J Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.oro ) a --1 3 5_ I { '-� no no 0 Building Permit # (if available) t Street address of property I G 5 L 6 5 6 & S `1Q C 4esiNC Legal Description: Lot ,Block ,Filing ,Subdivision Size of lot: 13 . t) G acres. Type of proposed structure: (t vv\oc\d /ep\s Cep-- fief,C3--klV'l1 t Total square feet of house . O 01110 1. 3 150 # of bedrooms (potential) in house 3' tA Caretaker Unit: Attached ( Total area(sq. ft.) of caretaker unit WOO Detached (N ) # of bedrooms (potentialjTh caretaker unit Permit is for: New Horne ) Repair due to failure ( ) Remodel/Addition Water: Private well ( ) Spring ( ) Stream ( If community system: Name of system Community/Public Wat Syster Emergency use ( ) 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 per mit. 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 responsibility in case of failure of the system. flr Signature of applicant Received by Date 9 Sep 01 Receipt # ICANPO Itlek Date stoic, Pitkin County Environmental Health Department Contact Log Sheet Name: 1dk Parcel ID#: . - . Address: `• "-: .. Date • Person Spoken To . . __ .- Comments /_Actio e Taken : .- Initials Tithe i- 2tZZjo.l "' V �t -e�� �� � . -o-r C) - to cre t. tie I nftm [occt ck . (rt Ct W o F5r i C--( A P vN a n it out h theme , 'v.\._ 1 w1-er K b-n i nc-•% \P-AK (2 Y t lin" Vt c)--). ks,ncaLIALio _ tiot. , vuta2A, c I k; I so-i Ana tia. -1) ,i-ti.nio--- AU cam. Q., civA OA R. IA -- ( , -1- ko- k kat c am. \/\i<n t rk U .... alicei e 0 ul i kriA w` , 1 De Fx v x n i n LA. -u,l oA . 1C:17'S (f"l1rm n U iT _ nt f? 19___4 o -ft gi,fie - di (1-1. -)-I-;, (_ 02 I Vi SOU Cctr • \\-9 1el(0 )%j fl j _t En.im .NQ <1 a. P u�) P_P?{�/�x(��'� � f� 1 \ � �// /� (/�(, �/�/� j� , e \(\ /Ay_ Q //l 1 (y`y1t 4\. - V 0 Ik (2 6b� _> M u n s� I Zhin -I- C ms Y • b 1 r, u_ 0rv151 0 --pro.,,, (.� t-I t2 rm s) . ri, ,u, .� te() Q wt nIA I (Ain \ . - \f . 'P. n ( i ..4 I, , -. VI ' C11i. j IM' + I �\IL II VI 0 7 k k V'i' ( V\-e- L\i ri f1.:'-- 1A IZ-VC_. (,1lJLJo.I Cbm cj Lam, `I1/ � lIJIVIS ;\ 2 It re0l 01 C - (.(u .(o-l. l ! l ` t11p,.. ��-Cxti.— AYA-- — tv-n-A- 1 a z3 . Lv •/ ASS:,/k- .t . r n_ • ...,..Atad:Vt -, � (c 1210l o ° ea (,ci_ l - •t i � i c, _ , ,, 0 , , . r co(' T >'ti� l't-G�-O c tZ.c..0 l�. "0 terr otri C.e d � a-+��.z-c t-�e Carla Ostberg From: thecrew_4@comcast.net Sent: Tuesday, June 30, 2009 6:23 PM To: Carla Ostberg Cc: Petz, Tim Subject: Hall family septic Attachments: IMG_0454.JPG; IMG_0461.JPG; IMG_0462.JPG; IMG_0463.JPG; IMG_0464.JPG Hi Carla, here are some photos of the, Hall family on Castle Creek, OWS that we installed just in the last few days. Tim was there today and I'm sending him picutres also.The pictures are of the tank install, the perforated pipe over the dry well and the connection between the two, the inlet tee and about eight feet of sewer pipe extended away from the tank, and the outlet tee and effluent filter. Thanks Carla and enjoy your weekend. Rollin Estes Village Plumbing Septic Systems & Backhoe Service 970-379-9341 i • t R r p 4 1 t• 1 ' ') • ih • z•'' 'i 4 'Y • IL.• .• t * fit 1 ' i b r tr,- . V • ,,It v , `• `. . Carla Ostberg From: Sent: To: Cc: Subject: Attachments: tpetzl @comcast.net Tuesday, November 20, 2007 4:29 AM Jaimbea Rolland Estes; Carla Ostberg Hall Residence Fralo Capacity Chart.xls; Fralo Septic Tank 1500-Gallon.pdf Fralo Capacity Fralo Septic Tank Chart.xis (47 K... 1500-Galion.... Carla, Rollin, Jaimbea The drywell shape for the Main Residence and CDU for the Hall Residence is changing, and I wanted to run it by you. We need 1021 SF total. We would like to install a 12' by 22' by 12' deep. This gives us 1080 SF of area. This will be reflected in the as -built drawing if you think it is ok. The basic construction will not change. 4,71 WW ALSO - We need a total of 1532 gallons for this site. We have found a 2-com Fralo Tank that is 1540 Gallons total This would allow us to only put one tank in. I have attached the Fralo documents for your convienence. The 1500-gallon tank allows for more capacity depending on where the inlet and outlet pipes are placed. --- ('c t ' nm Tn-& `.s 3 kk a Cix vv 2 vt}" Please tall or write if Vou need anything from me. I would be happy to prepare further documents. I will of course show new shape in as-builts if that is acceptable. tim petz Timothy R. Petz, P.G. Onsite Wastewater Systems 970-618-5033 Glenwood Springs 303-908-7823 Golden • (2- t 2 k t i rilck 12)e- ZQ► 5) C S t2x 29A *brn ✓Ia,x12 - ✓F,% x a. - lu(LI viz x z , 2 to9 1 S i o1500 Capacity Chart Height (inches) Gallons in Tank 0 0 1 14 2 27 3 49 4 71 5 101 6 131 7 163 8 196 9 230 10 264 11 309 12 354 13 396 14 438 15 482 16 526 17 571 18 616 19 656 20 696 21 741 22 786 23 831 24 876 25 919 26 961 27 1003 28 1046 29 1096 30 1146 31 1186 32 1226 33 1271 34 1316 35 1356 36 1396 37 1438 38 1480 39 1510 40 1540 41 1571 42 1601 43 1631 44 1660 45 1685 46 1703 47 1725 48 1742 49 1759 50 1771 0 R 0 0 12/06/2005 - 0 0 N 0 Q) 6 C Q) C 0 Q o U) t. 0) c_ a C W c 0 0 z 0 a. > D Q) -0 a a U. 0) 0 Oi-' Liu OCi CO (7) 0 O-J — _ J U) D co Oa 29 = HI®IM „92t9 e S21OH ONIJJI1 L l� 0o lo- w 0 LENGTH = 177" IILZ'9 WIDTH = 62" COCO 03 1 W 0 cn = 1HOIRH SEPTIC TANK SPECS 0 LI 0 0 0_ 1 z 0 Q 0 0 O. U CD L�LJ LO CC H r z O 0 co a A O'd Op Ng �W klAti ZJ� FOQ OW =�Z 0 -o WOo z W jo y4z W ° N� W DWG SCAL PLOT SCALE: o w x V) its Y I 0 0 12/06/2C05 — 0 U v cm 0 a. c Details Provided by APPIAN Consulting Engineers — co cc z 0 z In �Q z __IOI- z � IW W W ❑ H CO cn Li_ Cf J U I- J D __I0 Q N ❑ z0 _ 0 O U IT Q • N __I I--W ❑ J co W co cc _ O ULL I— CV 0 W I- z Z 4 a� 0 V 4:v1.f. W/� Q mode] number. _O C ct cnn 0_ CD (n -0 C TO a) C r o co o A E a) E co N ci) >< o Q E °6 c Co ® T c\i v:t: L c.6 R O 6 N o Mg ”d I �W ZJ� k 11) h0a OW =Ez d-10 M4w 0E Nz r W H 0 0 PLAT SCALE: Page 1 of 1 Carla Ostberg From: Carla Ostberg Sent: Wednesday, September 19, 2007 2:28 PM To: 'tpetzl ©comcast.net; 'jabehall a©yahoo.com' Subject: Helvetica Endeavours LLC Hi Tim, I have a couple issues with the design. I would like you to do an amendment letter addressing the issues below. MAIN HOUSE/CDU Distribution is split between the 2 beds. One is approximately 70% and the other approximately 30% of the total size. How will the appropriate amount of flow be distributed to each bed? Bedrock was encountered at 6 feet. Maximum burial depth should be no greater than 2 feet in order to maintain a 4 foot separation between the bottom of the system and bedrock. Can this be accomplished given the bed configuration and existing topography or will fill need to be added? A -FRAME Bedrock was encountered at 6.5 feet. Maximum burial depth should be no greater than 2.5 feet in order to maintain a 4 foot separation between the bottom of the system and bedrock. Given the size of the beds and the existing topography, can this be accomplished? Often with bed systems, one side is deeper than another because we seldom work with completely level sites. If there is ANY part of the bed that will exceed the max depth, it should be dealt with by raising the system — which could include adding fill or mounding over the top. Let me know if you have any questions about my request of if I missed something in your design that addresses my concerns. Thanks! Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 9/19/2007 Yehleini and Assodates , Inc. Consulting Engineers & Scientists July 12, 2007 Project No. 27-198 Ms. Jaimbea Hall PO Box 4214 Aspen, Colorado 81612 Subject: Percolation Test Results, Hall Residence, 1656 Castle Creek Road, Aspen, Colorado Dear Ms. Hall: As requested, representatives of Yeh and Associates, Inc. observed the drilling of profile and percolation test holes and conducted the percolation tests for use in design of an individual sewage disposal system (ISDS). The investigation included two separate leach field and septic system sites. The findings of our investigation and percolation rates for design of the proposed leach field and septic systems on the subject site are presented in this letter. Site Conditions The subject sites were located on the property at 1656 Castle Creek Road in Aspen, Colorado. The location of each proposed leach field and septic system is presented on Figure 1. Due to access difficulties, the southern group of profile and percolation holes (PH-1) was drilled to the west and above the actual planned leach field location. This area was west and downhill from a separate residential structure known as the "the brother's house" (south and downhill of the main Hall residence) The northern group of profile and percolation holes (PH-2) was drilled on an existing bench adjacent to the existing septic system and downhill of the Hall residence. The property was heavily vegetated. Subsurface Conditions We observed the drilling of the profile and percolation test holes at the approximate locations presented on Figure 1. The soils exposed in the test holes consisted of silty sand with gravel and cobble underlain by cobbles and boulders. Practical drill rig refusal was encountered at 6.5 and 6 feet in PH-1 and PH-2, respectively. Summary logs of the test holes are presented on Figure 2. Bulk samples were obtained and returned to Yeh & Associates lab for testing. A modified California liner was used to obtain a drive sample in PH-1 at a depth of 4 feet and in PH-2 at 3 feet. The drive samples tested had 13 to 40 percent fines (passing No. 200 sieve). The laboratory test results are presented in the Summary of Laboratory Test Results table. The silty sand classified as a SM based on the Unified Soil Classification System. Groundwater was not encountered in the test holes and the soils were slightly moist. Percolation Test Results Three percolation tests were performed near each of the Test Holes PH-1 and PH-2. The following tables present the overall (4 hour) percolation rates for each of the six percolation holes. Each percolation hole was originally drilled to 3 feet with a 4-inch auger and was presoaked overnight. The following day, all six holes were dry. Holes were cleaned out with a hand auger, and then percolation tests were run on the open hole. 5700 East Evans Avenue, Denver, CO 80222 170 Mel Ray Road, Glenwood Springs, CO 81601 570 Turner Drive, Suite D, Durango, CO 81303 Hall Residence Project No. 27-179 Percolation (min/inch) Rate Percolation Hole Location (in reference to PH-1) PTH 1-1 21 PTH 1-2 13 PTH 1-3 51 Average 28 Percolation Hole Location Percolation (min/inch) Rate (in reference to PH-2) PTH 2-1 22 PTH 2-2 48 PTH 2-3 61 Average 44 Limitations The results presented in this report are based upon our data obtained from the test holes at the indicated locations, field observations, laboratory and field testing, and other information discussed in this report. It is possible that subsurface conditions may vary between or beyond the points explored. The nature and extent of such variations may not become evident until construction. If variations appear, we should be contacted immediately so we can review our report in Tight of the variations and provide supplemental recommendations as necessary. We should also review the report if the scope of the proposed construction or locations change from those described in this report. The results contained in this report shall not be considered valid unless Yeh and Associates reviews the changes and either verifies or modifies the results of this report in writing. YEH AND ASSOCIATES, INC. Keith Asay Staff Engineer Reviewed By: O 0ECy aoe4 61), De ,,/300� 'Se's/3 4#1* 0 _n 35832 (tgia Richard D. Johnson, RE. 7 7f (2 707 4, . li Senior Geotechnical gineer `�OOmt 1'O �t/OI\IAL. _ 0 2 7 7 ALL SERVICE septic, LLC PO BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 E X SSTI\G OWS (TO BE ABANDONED) CLEANOUT 4" SCHED 40 PVC_ SEWER PIPE CDEC 4 CAWOSCAPNG o 2000-GALLON, TWO -COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER OBSERVATION PIPE CO DRYWELL SETBACKS 18' deep Profile Pit CA) E-A7 TO '11 VE'C O, / 9f Agq"0Ne� 0 i 8' FEET W WELL EXISTING YARD AND LANDSCAPING GRAVEL 1656/1652 CASTLE CREEK ROAD PITKIN COUNTY, COLORADO HALL RESIDENCE SCALE 1" = 20' NORTH 16'X16'X13' DRYWELL = 1088 SF R.Pt i WELL CRq fret_ 0 EXISTING A -FRAME TO BE REMODELED TO 4-BEDROOM RESIDENCE 3750 SF 2000-Gallon, Two -Compartment, Septic Tank with 4" Dia. Biotube® Effluent Filter PVC Splice Box w/Cord Grips Slope Ground Away From Riser Inlet Tee ALARM IS OPTIONAL COPELAND SEPTIC TANKS WITH CENTER HOLE IN BAFFLE ACCEPTABLE ALTERNATIVE - PLAN VIEW Conduit to Alarm Panel High Level Alarm Float (optional) DRYWELL DRAIN FIELD SPECIFICATIONS SWALE OR BERM TO DIVERT SURFACE RUNOFF Fiberglass Gasketed Lid with Stainless Steel Bolts PVC Riser with Grommet(s) (bond to tank adapter with recommended adhesive) 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 FT0400 Series Biotube Effluent Filter LIMIT OF EXCAVATION INLET LINE FROM SEPTIC TANK 3" OR 4" PERFORATED PIPE MUST BE USED 3' 5' 0 3' 3' 16' 16' CitO 01 Orenco Systems® Incorporated 814 AIRWAY AVENUE SUTHERUN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 1532 GALLONS REQUIRED TANK = 2000-GALLON, TWO -COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET. FINISHED GRADE SEWER LINE — 4" 4 FE SCHEDULE 40 P.V.C. SLIP—ON PVC CAP D0 NOT GLUE EFFLUENT LINE — 4" SCHEDULE 40 4" SDR V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL NATO GRADE 3" OR 4' PERFORATED PIPE MUST BE USED, PLACED IN TOP 1 FOOT OF GRAVEL 03SERVATION PIPE DESIGN 2-BEDROOM MAIN RESIDENCE, <6000 SF = 400 GALLONS PER DAY 2-BEDROOM CDU, <2000SF = 300 GALLONS PER DAY TOTAL LOADING = q = 700 GALLONS PER DAY SANDY LOAM TO LOAM (LTAR) =1.2 GALS/SF/DAY CALCULATED AREA = ((1.75 X q) / 1.2 = 1021 SF NO REDUCTION DRYWELL SPECIFICATIONS WIDTH OF DRYWELL = 16 FEET LENGTH OF DRYWELL =16 FEET DEPTH OF DRYWELL = 13 FEET AREA BOTTOM = 256 SF SIDES = 208 SF X 4 SIDES = 832 SF TOTAL AREA PROPOSED = 1088 SF CROSS SECTION 1 1' SLOTTED PVC OBS. PIPE TO EXTEND TO BOTTOM OF DRYWELL NOTES: 16' BERM OR SWALE FOR DRAINAGE GEO-FABRIC —DISPERSAL GRAVEL (I" TO 2 z") ASTM C-33 CONCRETE SAND THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. 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 DEMONSTRATED 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 REVISED ONSITE WASTEWATER SYSTEM MAIN RESIDENCE AND CDU Project No. 1372 11-12-07 It4/G7 2 STO W003 3UILDI 77 0- s NELL GREATER THAN 160 FEET FROM 'ROPOSED DRAIN :TEED RY FRA V Fri EXISTI\G OWS (TO BE ABANDONED) 17 X 17 X 13 FEET DEEP DRYWELL. TOTAL AREA = 1173SF OBSERVATION PIPES c 2-BEDROOM 3400 SF REMODEL 18-FO T PROFI E PIT 4" SDR 35 PVC PIPE NN 1 - PH2 o PTH 2-2 PTH 2-3 C. \ PTH 2-1 0 3j 0; PROPOSED c 2-BEDROOM 1750 SF CDU GR,q fekis roeF(0n/VG fgg�N04 ----\Y — sssoo8tit EXISTING YARD AND LANDSCAPING GRAVEL CLEANOUT / EXISTING SEPTIC TANK A DRAT I n Tn RP A ANDONED 4" SCHED 40 PVC SEWER PIPE NNN SCALE 1" = 20' NORTH 0 0 n' R.P4 WELL 0,534 ttL 2000-GALLON, TWO -COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER EXISTING A -FRAME TO BE REMODELED TO 4-BEDROOM RESIDENCE 3750 SF 7 51 2000-Gallon, Two -Compartment, Septic Tank with 4" Dia. Biotube Effluent Filter Slope Ground Away From Riser Inlet Tee ALARM IS OPTIONAL COPELAND SEPTIC TANKS WITH CENTER HOLE IN BAFFLE ACCEPTABLE ALTERNATIVE PLAN VIEW INLET LINE FROM SEPTIC TANK Conduit to Alamo Panel Conduit Seal DRYWELL DRAIN FIELD SPECIFICATIONS SWALE OR BERM TO DIVERT SURFACE RUNOFF.._ 3" OR 4" PERFORATED PIPE MUST BE USED 17' 4' PVC Splice Box w/Cord Grips Fiberglass Gasketed Lid with Stainless Steel Bolts PVC Riser with Grommet(s) (bond to tank adapter with recommended adhesive) 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 FT0400 Series Biotube Effluent Filter LIMIT OF EXCAVATION 17' OBSE 011 Orenco Systems® Incorporated 814 NRWAY AVENUE SUTHERUN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 NATURAL. GRADE TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 1750 GALLONS REQUIRED TANK = 2000-GALLON, TWO -COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET. FINISHED GRADE SEWER LINE - 4" 4 FE T MIN SCHEDULE 40 P.V.C. \ 3° OR 4" PERFORATED PIPE MUST BE USED, PLACED IN TOP 1 FOOT OF GRAVEL PVATION PIPE DESIGN 4-BEDROOM MAIN RESIDENCE, <6000 SF = 800 GALLONS PER DAY TOTAL LOADING = q = 800 GALLONS PER DAY SANDY LOAM TO LOAM (LTAR) =1.2 GALS/SF/DAY CALCULATED AREA = ((1.75 X q) / 0.8 = 1167 SF NO REDUCTION DRYWELL SPECIFICATIONS WIDTH OF DRYWELL = 17 FEET LENGTH OF DRYWELL =17 FEET DEPTH OF DRYWELL = 13 FEET AREA BOTTOM = 289 SF SIDES = 221 SF X 4 SIDES = 884 SF TOTAL AREA PROPOSED = 1173 SF SLIP-ON PVC CAP DO NOT GLUE EFFLUENT LINE - 4" SCHEDULE 40 0 4" SDR 35\P V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL CROSS SECTION 12 L 1' 17' SLOTTED PVC OBS. PIPE TO EXTEND TO BOTTOM OF DRYWELL NOTES: BERM OR SWALE SI..OPE FOR DRAINAGE GEO-FABRIC DISPERSAL GRAVEL (3" TO 2 3") ASTM C-33 CONCRETE SAND THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 5% TO THE SOUTH-SOUTHEAST, VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES AND ASPEN TREES. 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 DEMONSTRATED 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 ALL SERVICE septic, LLC PO BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 1654 CASTLE CREEK ROAD PITKIN COUNTY, COLORADO HALL RESIDENCE REVISED ONSITE WASTEWATER SYSTEM FOR PROPOSED 4-BEDROOM A -FRAME Project No. 1372 11-06-07 • • 1-ro cA s,-t. E cieccic VOFL1IC C�? BOG Rousc DOD GAL 4 lie t toluzAalms eF/9e a1nss SEPrierTMr. (Xis -ring \31211(,U��IS siEmr STok•si , D EcK_ eMi014,KM6kier \ TWO.= ••••••01} PROPERTY LINE 5720 ----- EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED ACTIVITY ENVELOPE •••••• 4 CLEAN -OUT TELE. PEDESTAL • SET f3 RESAR * GAP L.S. NO. WON 0 FOUND PROPERTY CORNER AS DESCRIBED co, UTILITY POLE/ POWER POLE • WELL 0 BOULDER • SPEW LIMIT 35 00 CURVE TABLE 4' Z:: DELfA tmaaNf OMORD DIRECTION CHORD 9 5.80 ,1 gig ' 3iii:dir g N5E0 5.5E ti I ' r . r , N331113** • 0 ,LV :TICA :ND :AVORS LLC 1041 HAZARD REVIHW SIT PLAN LOT 2, AMENDED FINAL PLAT OF M.A.A. INC., FILING NO. 1 SECTION 14, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF PITKIN, STATE OF COLORADO PARCEL NUMBER 273514401003 GRAPHIC SCALE CONSERVATION. EASEMENT .1 REC.#167351 . ' .... • • • • .„ • , . . , • ........ • , • , • .......... , .... . ... .... . . • 4t: \, , ..... / LOT 1, Of KA BK. 4. / , , • - 1 `, AMENDED FINAL PLAT .A. INC., FILING NO. 1 PG. 4-66, MAY 9, 1974 / L9T 1, AMENDED FINAL PLAT OF M.A.A. INC., FILING NO. 1 G. 468, MAY 9, 1974 5 / sq est 1.• -y - E%FRTY DESCRIPTION LOT 2, AMENDED FINAL PLAT OF M.A.A. INC. FILING NO. 1 RECORDED MAY 9, 1974 IN BOOK 4 AT PAGE 466 IN THE CLERK AND RECORDER'S OFFICE OF PITKIN COUNTY, COLMAR°. SAID PARCEL OF LAND CONTAINING 13.385 ACRES. MORE OR LESS, NOWA 1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF REOORD, OR IN PLACE, DOS SURVEY WAS PREPARED WITHOUT THE BENEFIT or A TOLE COMMITMENT. EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAW NOT SEEN RESEARCHED BY HIGH COUNTRY ENGINEERING, INC. 2) THE DATE OF THIS SURVEY WAS JULY 27, 2007. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A I6EARING OF N8817.27"W BETWEEN THE SOUTHEAST CORNER OF SECTION 14, A $LM BRASS GAP IN PLACE AND THE EAST ONE SIRTEEWN-1 CORNER OF SECTIONS 14 * 23, TOWNSHIP 10 SOUTH, RANGE 85 WEST, SIN P.M„ A #5 REBAR WITH A 3 1/4" ALUMINUM CAP, LS tone IN PLACE. 4) THIS SURVEY IS BASED ON THE FINAL PLAT OF M.A.A. INC., FILING NO. 1 RECORDED SEPTEMBER 13, 1973 IN PLAT BOOK 4 AT PAGE 344, THE AMENDED FINAL PLAT OF M.K.A. FILING NO. 1 RECORDED MAY 9, 1974 IN PLAT ROOK 4 AT PAGE 466 IN INC PITKIN COUNTY CLERK AND RECORDER'S OFFICE, AND CORNERS FOUND IN PLACE. 5) CASTLE CREEK LOCATION BASED ON AERIAL PHOTOGRAPHY AND SPOT FIELD CHECKED. • 8) THIS PROPERTY IS SUBJECT TO AN EASEMENT AND DRIVEWAY AGREEMENT SIGNED SEPTEMBER 9, 1974 BY C1NTHIA LEES WICKWIRE AND JAMIE MUSGRAVE HALL THAT COMMENCES ON DIE EASTERLY BOUNDARY OF CASTLE CREEK ROAD AND CONTINUES SOUTHERLY ACCROSS • .."\;"` THE HALL PROPERTY TO THE POINT OF INTERSECTION TO DIE WICKWIRE PROPERTY. ' 7) THIS PROPERTY IS SUBJECT TO THE RIGHT OF THE PROPRIETOR OF A ‘IIEN OR LODE TO „.../ EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES PER INSTRUMENT RECORDED AUGUST a. 1949 IN BOOK 175 AT PAGE 296. • • " • 8) THIS PROPERTY IS SUBJECT TO ALL MINING AND MINERAL RIGHTS IN AND TO THAT PORTION OF SUBJECT PROPERTY LYING WIDEN SAID BONANZA PLACER AS RESERVED IN INSTRUMENT RECORDED MAY 13, 1958 IN BOOK 184 AT PAGE 10. SAID INSTRUMENT FURTHER STATES "SKEWING, 140WEVER, THE GRANTOR, ITS SUCCESSORS AND ASSIGNS, SHALL NOT 41. ENTER THE SURFACE OF THE ABOVE DESCIRISED LAND WITHOUT PRIOR CONSENT FROM THE GRANTEES, THEIR HEIRS AND ASSIGNS AND CariiIATOR, ITS SUCCESS AND ASSIGNS, DOES CONENANT AND AGREE TO PROVIDE SUPPORT TO THE SURFACE OF SAID LAND IN THE EVENT GRANTOR SHALL ENTER INTO SAID LAND BY SUBSURFACE MEANS FOR MINING PURPOSES". RECEPTION#: 541674, 09/04/2007 at 03:08:54 PM, 1 OF 1, R $11.00 Janice K. Vos Caudill, Pitkin County, CO PLAT SK 84 PG 89 QyagR'S ACJ(KIXEEDCALENT THE APPLICANTS HEREBY ACKNOWLEDGE THAT THEY HAS BEEN INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF 1041 ENVIRONMENTAL HAZARD AREAS THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS AND THE INC USE AND OCCUPANCY THEREOF. HELVETICA ENDEAVORS, LLC BY: WE HALL, GE DA gE) COUNTY COMMISSDNign APPWYN. THIS 1041 HAZARD REVIEW SITE PLAN HAS SEEN REVIEWED AND APP0* BY THE BQRD OF COUNTY COMMISSIONERS Of PITKIN COUNTY THIS .12 C ED AS RECEPTION NO. >4.4 AA 20th_, SUBJECT TO RESA,11911410. DAY CHAIRMAN, PI IN COUNTY BOARD Can, P )0c- 0 2-7s6- )L/41 / -043‘ pi FRE. ANn RECOPspiR cfRTIFIcATF THIS 1041 HAZARD REVIEW SITE PLAN HAS BEEN ACCEPTED F THE CLERK AND RECORDER OF PITKIN 00401,1% CCUIRADO, T 201,2_, IN PLAT BOOK ay AT PAGE IONERS s • e R'or IN THE OFFICE OF DAY OF AS RECEPTION NUMBER • U 00 <44 CO Um 0) CEO P-1 00 CV C\E Ch 5 :cc 6 8 4 PROJECT NO. 2011060 0022 1 law kt--W CONSERVATION EASEMENT REC.#167351 E RIVE (SEE ALL SERVICE septic, LLC PO BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 DGE OF NOTE 5) 13.865 WELL 0 1652/1654/1656 CASTLE CREEK ROAD PITKIN COUNTY, COLORADO HALL RESIDENCE 2 STORY WOOD FRAVE 3UILDI\G „W EXIST \G OWS (TO BE ABANDONED) \ G WAL (TY D) PTH 1-3 PTH 1-1 ° PH-1 PTH 1-2 ° PROPOSED LEACH FIELD Pos- CqN S/OgaNc II 0 nI 2-BEDROOM 3400 SF REMODEL 1.5" STEEL PIPELINE PTH 2.3 0 0\C> PTH 2-1 PH-2 P 4t eNPo co PTH 2-2 61652 3j0, PROPOSED 2-BEDROOM 1750 SF CDU ry� TAL\I\G WALL oRq vti 'Ate BEgbfWfre NN°eo KE\\=L \TRY TO 3ASEVE\T STEEL VENT YARD EXISTING AND LANDSCAPING PIPES GRAVEL_ cRq �'E'C oeN�sp�� Nislatiork WELL Cs/ N EXISTING A -FRAME TO BE REMODELED TO 4-BEDROOM RESIDENCE 3750 SF 7 HALL RESIDENCE HELVETICA ENDEAVOURS CASTLE CREEK ROAD PITKIN COUNTY, COLORADO SCALE 1" = 20' NORTH 0 20 40 REVISED ONSITE WASTEWATER SYSTEM DESIGN 1' SITE PLAN AND LOCATION OF PERCOLATION HOLES Project No. 1372 9-13-07 0 0 10 15 20 25 30 35 PI-I-2 YAAOCIT, NNO GEOTECHNICALEHND ENGINEESSRINGACONSULTANTS 0 Lenerfid ` ampDe Types 5 10 Bulk sample was obtained from auger cuttings at the depths indicated. Modified California Sampler. The symbol 16/12 indicates that 16 blows from a 140 pound hammer falling 30 inches was used to drive 2-inch I.D. sampler 12 inches. SOH D_-,othoIIocjy 15 20 t 25 30 35 Sand, silty, interbedded gravels and cobbles, medium dense, slightly moist, brown, dark brown. Boulders and cobbles, slightly silty, dense to very dense, slightly moist, brown. Indicates practical drill rig refusal. Hall Residence Project Number: 27-198 Figure No. 2 7IJLij LU Summary of Laboratory Test r'esullts a) 0 C 13 'Ft) co I Project Name: 00 CY) r N a) a_ Soil Description Sand, silty (SM) Sand, silty (SM) imp. ength po LL PL PI Grain Size Analysis 0 W (1) . '7' 'II-. \ .....• .LI V 1:3 .....m... C......2 a3 0 u) ".....° > 3rb 0 A"----" 0 Density pcf) Moisture Content (%) C; CLO Sample Location a) E (OH u) g:, Depth (ft) (7i (I) ei4 a) o I I HI CL a) 0) a. ■•ti 12101 i i ■i i ■■ "brill No, • • i\VS-09 ■ ■ 6/2006 0:08a Alan Lipton 970-925-1234 p.1 STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 821 Centennial Bldg., 1313 Sherman St., Denver, CO 80203 j (303) 866-3581 Fax (303) 866-3589 http://www.water.state.co.us WELL ABANDONMENT REPORT Use to report plugging and sealing of permitted wells, monitoring and other holes. Type or print in black or blue ink. Instructions and plugging standards are on reverse side of form. Well Permit Number of the well being plugged 7 3;9 or MH File Number MH- Hole ID #/Name individual/Company responsible for plugging and sealing the well: NAME(S) WeAN e_1/4,A E ee..avour L L 4 Mailing Address 1P• 0. ?lc/ r1Zal City, St., Zip k7 ` Phone ( ) ,5- Occva For Office Use Only Well (Hole) Owner: NAMES) EriAecAv3vc-5 I.L.C. Mailing Address, City, St., Zip P4 Q • €Ox LG7 1/1 ACTUAL WELL LOCATION: County j6yCV\ Phone ( q10) 5 Li -• O ‘c a CO c?`c to Property Address, City, St, Zip 16 5 Czt, Cfrakit irta ep y\ L CO 1 -5E1/4 of the5E 1/4, Sec. ‘, Twp. 10 _■ N. orb S., Range e ■ E. or_(X W„ .6;t41 P.M, Distance from Section Lines 16'I Ft. From ■ N. or IN S., 5 03 Ft. From E. or ■ W. Line. Subdivision Name M (VA "Inc Lot , Block N/A , Filing/Unit 14AA- Inc Optional: GPS well location information in UTM format. You must check GPS unit for required settings as follows: Format must be UTM, zone 12 ❑ or zone 13 0; Units must be meters; Datum must be NAD83; Unit must be set to true north. Easting Northing • I (we) report the existing well (hole) was plugged and sealed on the dale of ruinbRi The well was plugged and seared as required under Well Permit Number q 3 v,, 9 — A . The well was not in use and was plugged and sealed. Other (please explain) ■ for the following reason(s): The well was plugged with the following materials placed Amount and Type of Material C 9,VY\en\-- intervals of casing removed/ripped in feet at the indicated intervals: Method of Placement Interval b from 5 feet to 5 feet 105 Y am& from feet to G9 feet from feet to feet frorn feet to feet Report must be signed by person who performed the well plugging work or by the well owner if this person rs unknown or not reachable. I (we) have read the statements made herein, know the contents thereof, and that they are true to my (our) knowledge. Signature(s) w i Please print the Signer's Name & Title l Mar-N 74l C t-y I I/ ,,((J Mel a0,- Date 1 0 /-9--/0 It is the responsibility of the well owner to have the well/hole properly plugged and sealed. The Well Construction Contractor is responsible for notifying the owner of this requirement. Mar 12 10 10:08a Alan Lipton 970-925-1234 p.2 Form No.: STATE OF COLORADO, OFFICE OF THE STATE ENGINEER • GWS-09 821 Centennial Bldg., 1313 Sherman St., Denver, CO 80203 • 6/2006 I (303) 866-3581 Fax (303) 866-3589 http://www.water.state.co_us WELL ABANDONMENT REPORT Use to report plugging and sealing of permitted wells, monitoring and other holes. Type or print in black or blue ink. Instructions and plugging standards are on reverse side of form. Well Permit Number of the well being plugged -7 S3ta 1 or MH File Number MH- Hole ID #!Name Individual/Company responsible for plugging and sealing the well: NAME(S) V'Ne,\\FC.A C C:k EY1 M00 C LLC Mailing Address :P- O • QoX 931 City, St , Zip Cohb_ran B \ 6 Phone ( trio) 5 ` O6 C1'a For Office Use Only Well (Hole) Owner: NAME(S) Vice\\l Q-Y1 CA. ENna4ackuioi is LUC_ Phone (T1D) 5 Li Li ` 0 G `i o� Mailing Address, City, St, Zip R•O• C 431 ie, .y\ CQ ACTUAL WELL LOCATION: County Property Address, City, St, Zip 16 5 C C.ci.s-kkg_ Ccc gjc. �cnc 1 Cr0 B \G•\� sE 1/4 of the S L— 114, Sec. it , Twp. \ O CI N. or (S.S., Range 95 1 E. oils W., 041 P.M. Distance from Section Lines 16 4 Ft. From 1 1 N. or <i S., SO 3 Ft. From (WE. or ❑ W. Line. Subdivision Name PAA- TAI)C,, Lot a , Block N/A . Filing/Unit fAi- .Z Optional: GPS well location information In UTM format. You must check GPS unit for required settings as follows: Format must be UTM, zone 12 0 or zone 13 ■ ; Units must be meters; Datum must be NAD83; Unit must be set to true north. Easting Northing I (we) report the existing well (hole) was plugged and sealed on the dale of av',ne- \c-1J5 El The well was plugged and sealed as required under Well Permit Number Q The well was not in use and was plugged and sealed. Other (please explain) -Wk... 005 C�Vli1W..d V Y1ceC } it,`\ fra- n 1- ` 4) 3 act Ns El for the following reason(s): The well was plugged with the following materials placed at the indicated intervals: Amount and Type of Material Method of `Placement Interval �t hQ from CD feet to GO feet (\a\dsvt S41\—S Intervals of casing removed/ripped in feet from feet to feet from feet to feet from feet to feet Report must be signed by person who performed the well plugging work or by the well owner if this person is unknown or not reachable. I (we) have read the statements made herein, know the contents thereof, and that. they are true to my (our) knowledge. Sig nature(s) /a Please print the Signer's Name & Title C Hall _..--- 1 yrIA►-1Rigr- Date o/0 It is the responsibility of the well owner to have the wellfhole properly plugged and sealed. The Well Construction Contractor is responsible for notifying the owner of this requirement. Form No. OFFICE • r THESTATE ENGIN ER GWS-25 COLORADIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St. Denver, Colorado 80203 (303) 866-3581 APPLICANT 1095 WELL PERMIT NUMBER 79329 - A DIV. 5 WD 38 DES. BASIN MD Lot: 2 Block: Filing: 1 Subdiv: MAA APPROVED WELL LOCATION PITKIN COUNTY SE 1/4 SE 1/4 Section 14 Township 10 S Range 85 W Sixth P.M. DISTANCES FROM SECTION LINES 462 Ft. from South Section Line 674 Ft. from East Section Line (970) 618-9979 UTM COORDINATES (Meters,Zone:13,NAD831 PERMIT TO CONSTRUCT A WELL Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDG u DONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18 3) Approved pursuant to CRS 37-92-602(3)(c) for the relocation of an existing well, permit no. 79329-A. Any and all other existing wells located on this parcel, specifically permit no. 79329 (original springlwell Late Registered June 4,1975) and permit no. 79329-A (constructed June 27, 1975, to a depth of 35 feet), must be plugged in accordance with Rule 16 of the Water Well Construction Rules within ninety (90) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was plugged. 4) Approved as a well on a residential site of 13.87 acre(s) described as lot 2, filing 1, MAA Subdivision, Pitl<in County. Further identified as 1656 Castle Creek Road, Aspen, CO 81612. 5) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the irrigation of not more than one (1) acre of home gardens and lawns. The pumping rate of this well shall not exceed 15 GPM. This well shall be constructed not more than 200 feet from the location specified on this permit. NOTICE: This permit has been approved subject to the following changes: The distances from section lines were calculated from UTM coordinate values provided with the permit application. You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.) 4- ��- NOTE: Parcel Identification Number (PIN): 49-2735-144-01-003 NOTE: Assessor Tax Schedule Number. R003428 6) 7) HELVE T ICA ENDEAVORS LLC PO BOX 437 ASPEN, CO 81612- APPROVED DMW State E Receipt No. 9502870 fATF MSI IFfl ff-M..lnn7 11- : 7Ate- 2 ' By CVDIDrtA-rr CIO no nnnn Shaft &n D fi'infirag C:orr P.O. Box 1059 Basalt, Co. 81621 (970) 927-4182 Lrc. # 1095 Name : Helvetica Endeavors LLC c/o : Jamie Hall Invoice # : C-2745 Date : 8/16/2007 Address : P.O. Box 437 Permit #: 79329-A City, St, Zip : Aspen, Co 81612 Location : Castle Creek Phone # : Hole Size Depth Casing ID Casing OD From -To Type 9.0 48 Steel 6.5 1 7.0 0-48 6.5 139 Steel 5.0 5.5 36-139 I Perforated Ft : 25 ft Estimated : 8+ gpm * Static Level : 112 ft Total Drilled : 139 ft 'Recommended Pump Set Depth 139 Ft. Pumping 8 C}PM For Pump Installation We Recommend : Instructions : -)rrnke Per Foot 85 Feet @ S 40.00 Per Foot = $ 3,400.00 Feet @ $ Per Foot = $ 0.00 Tot l, Footage Charge $ 3,400.00 Minimum Well Charge (0 - 50 feet ) . .(if applicable) $ 4,500.00 Conditions Of Payment : pay $ 7,900.00 PLEAS READ THE FOL1i3OWI(I`�1CG RECOMMENDATIONS 1. *WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP INSTALLER TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY THIS SHOULD ESTABLISH THE ACTUAL WELL PRODUCTION PARAMETERS WHICH CANNOT BE DETERMINED WHILE DRILLING 2. OUR GUARANTEE IS VALID ONLY IF A LICENSED PUMP INSTALLER INSTALLS THE PUMPING SYSTEM !! 3. The landowner is ultimately/responsible for the pleugging and abandonment of dry holes or replaced swells. according to State "ulcs and Regoolations. Please contact us for details and/or prices. 4. ALL INVOICES DUE AND PAYABLE WITHIN 10 DAYS OF INVOICE, IAA iTE.UNLESS PRIOR ARRANGE- MENTS ARE MADE. A 1.5% HANDLING CHARGE PE MONTH MAY BE A tDDE 15 DAYS FROM FIIRST BILLING. Please call us if you have any questions. THANK YOU 4/9/07 ¶G5 Cck-Ck?A. HALL RESIDENCE PRELIMINARY SPACE NEEDS ANAYSIS Functional Space Approx. Dimension MAIN LEVEL Entry foyer/closet 8x10 Garage entry/mud room 8x12 Powder Room 4x8 Kitchen/pantry/eating 16x16 Dining 13x16 Living 14x16 Office/Study 12x12 Master Bedroom 14x 14 Master Bath 8x 12 Master Closet 8x12 Stairs up/down 4x16 Subtotal heated space Circulation @ 18% SUB -TOTAL 2-car garage plus storage 28x24 TOTAL Main Level Deck off Kitchen/Dining Entry Covered Porch/Deck LOWER LEVEL Bedroom/Bath/Closet Bedroom/Bath/Closet Laundry Family Room Guest Room/bath/closet Stairs up Subtotal living space Circulation @ 15% TOTAL Lower Level TOTAL 16x16 16x16 8x10 14x16 16x16 4x16 Sq.Ft. 80 96 32 256 208 224 144 196 96 96 64 1492 268 1760 672 2432 256 256 80 224 256 64 1136 170 1306 3,738 S.F. H3 Architects Heidi H. Hoffmann, A1A 504 Midland Palk Pl. Aspen, CO 81611 970/925-9420 Fax 970/925-4671 hhharch@rof.net Exhibit "B" Description/Remarks washer/dryer? view of living fireplace gas log fireplace near kitchen/living gas appliance fireplace outdoor grill privacy RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO, GRANTING APPROVAL OF THE HELVETICA ENDEAVOURS, LLC GMQS EXEMPTION FOR REPLACEMENT UNITS, 1041 HAZARD REVIEW AND SPECIAL REVIEW FOR A CPU Resolution No RECITALS 1. Helvetica Endeavours, LLC ("Applicant") has applied to the Pitkin County Board of County Commissioners ("BOCC") for GMQS Exemption for Replacement Units, 1041 Hazard Review and Special Review for a Caretaker Dwelling Unit approval in order to replace two existing, legally created residences. 2. The property is Located at 1654 and 1656 Castle Creek Road and is more specifically described as Lot 2 of the Aspen Music School Subdivision (MAA Inc. Subdivision). 3. The property is zoned AFR-10 and contains approximately 13.87 acres. 4. The property received the Hall GMQS Exemption for Replacement Units, Special Review for a CDU and Expansion of a Nonconforming Structure pursuant to BOCC Resolution No. 2 1 6-2001. 5. The BOCC heard this application at a duly noticed public hearing on September 27, 2006, at which time evidence and testimony were presented with respect to this application. The application was continued from July 12, 2006 at the request of the Applicant. 6. The Applicant submitted a complete application prior to July 6, 2006, therefore, the application is being considered pursuant to the 1994 Land Use Code, as amended. 7. The BOCC finds that the Applicant has complied with the applicable policies and regulations of the Pitkin County Land Use Code, provided that the conditions of this document are adhered to. NOW, THEREFORE, BE 1'I' RESOLVED by the Pitkin County Board of County Commissioners that it does hereby grant GMQS Exemption for Replacement Units, 1041 Hazard Review and Special Review for a Caretaker Dwelling Unit approval in order to replace two existing, legally created residences, subject to the following conditions which shall run with the land and be binding on all successors in interest: 1, This Resolution shall repeal and replace BOCC Resolution No. 216-2001 (Reception No. 464662), 2. Prior to submission of any future building permit applications, the Applicant shall be required to submit for approval by the County Attorney and Community Development an amended Site Plan in accordance with Land Use Code Sections 5-70-040, which shall depict the adjusted and expanded envelopes. The above referenced approvals shall be a condition precedent to finalization and recordation. 3. Prior to issuance of any building permits for the new residence, the Applicants shall: A. Complete a fireplace/woodstove registration form with the Community Development Department, if necessary. • page: 1 of 5 10/12/2006 12:07 ANICE K VOS CAUOILL PITKIN COUNTY CO R 0.00 D 0.00 BOCC Resolution No./2l'-2006 Paget B. Obtain a County access/driveway permit. -vf ' . C. Submit a drainage and erosion control plan for review and approval by the.County Engineer. {4ii^ 6 ,, D. Submit a construction management plan for review and approval by the County•Engineer `I showing the locations of staging, material storage and employee and construction traffic parking. E. Pay the applicable road and housing impact fees. 4, The Applicant shall comply with the following to mitigate impacts on wildlife: A. Dogs shall be leashed or kenneled. B. Fencing outside of the building envelope shall comply with the wildlife fencing standards in the Land Use Code. C. Install and use an approved bear -proof trash container as required by the County. D. Maintain native vegetation outside of the building envelope. E. Avoid fruit -bearing trees and shrubs in any landscaping. 5. The Applicant shall comply with the following landscaping and wildfire defensible space mitigation standards: A. Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels a minimum of a 30 foot perimeter around al] structures, B. Spacing between clumps of brush and vegetation within the 30 foot perimeter shall be a minimum of two times the height of the fuel, Maximum diameter of the clumps shall be two times the height of the fuel. All measurements shall be from the edges of the crowns of the fuel C. All branches from trees and brush within the 30 foot perimeter shall be pruned to a height of 10 feet above the ground and ladder fuels from around trees and brush shall be removed. D, Tree crown separation within the 30 foot perimeter shall have a minimum of 10 feet between the edges of the crowns E. All branches that extend over the roof eaves shall be trimmed and all branches within 15 feet of the chimneys shall be removed. F. Low vegetation (less than 6 inches in height) shall be maintained within a 10 foot perimeter around all structures. G. The Applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. 6. The Applicant shall comply with the following additional wildfire mitigation standards: A. Roofs shall be constructed with a Class A roof covering or a Class A assembly as defined in the International Building Code (113C) Section 1505.2. Wood shake/shingle roof coverings are prohibited. Roofs with less than a 3:12 pitch are not permitted unless they comply with the following' J) All roof coverings shall be noncombustible materials and installed on a Class A roof assembly. 2) All roof coverings shall have a surface that shall facilitate the natural process of clearing the roof. 3) All roof designs shall facilitate the natural process of clearing roof debris. Protrusions above the roofline, such as parapets, shall be prohibited. 4) Roofs shall be installed as required by the adopted building code and shall have a minimum slope of 1 48, 529717 Page: 2 of 5 10/12/2005 12:07 JANICE K VOS CAUD1LL PITKIN COUNTY CO i2 0.00 D 0,00 BOCC Resolution Non 2006 Page 3 5) All roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marshal prior to submittal of a building permit application. B. Vents shall be screened with corrosive resistant wire mesh with mesh 'A inch maximum. C. Roofs and gutters shall be kept clear of debris. D. Yards shall be kept clear of all litter, slash, and flammable debris. E. All flammable materials and firewood/wood piles shall be stored on a parallel contour a minimum of 15 feet away from any structure, F, Swimming pools or ponds shall be accessible to Fire Department vehicles. G. Fences shall be kept clear of brush and debris. H. Wood fences shall not connect to the structure, 1. Fuel tanks shall be installed underground with an approved container, .i. Propane tanks shall be installed according to NFPA 48 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any above -ground tank. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire - resistive construction on the exterior side of the walls. K. Each structure shall have a minimum of one 10 pound approved ABC fire extinguisher placed in a visible and accessible location. L. Addresses shall be clearly narked with 2 inch non-combustible letters and shall be visible and installed on a non-combustible post. M, New utility lines shall be buried within the driveway. 7, No development, including grading, excavation, till placement, berming, landscaping, vegetation removal or disturbance or a septic system shall occur outside of the approved building, wastewater or access/landscaping envelopes, with the exception of required wildfire mitigation. c�vec') s c<<Ai , 8. Prior to commencement of any earthmoving or construction activity, the Applicant shall stake the corners of the building and other envelopes and install construction fencing around the perimeter of the envelopes. The fencing shall remain in place for the duration of the construction. 9. The Applicant shall comply with all codes and requirements of the Aspen Fire Protection District. A sprinkler system shall be installed in all residential structures if required by the District. 10, All areas disturbed by construction shall be revegetated within one growing season of the project's completion. 11. The exterior of the residence shall be finished in natural colors and materials that blend with the surroundings of the immediate vicinity Roof materials shall be non -reflective. Color and material samples shall be provided to Community Development for approval prior to issuance of building permits. 12. Floor area for the entire parcel shall be limited to 8,921 square feet exempt from growth management or use of TDRs. The floor area shall be distributed as follows: ➢ ➢ Existing residence to remain: A -frame residence to be replaced with garage: Garage for remaining residence to remain: Caretaker Dwelling Unit: Total Floor Area for parcel 3,421 square feet; 3,750 square feet; 750 square feet; 1,000 square feet. 8,921 square feet II III i i i i i 529717 Page: 3 of 5 10/12/2006 12:07 AN10E K VOS CAUDILL PITKIN COUNTY CO R 0.00 D 0.00 BOCC Resolution No.%)4'-2006 Page 4 13. For purposes of the replacement unit, the A -frame structure shall be considered the residence, and the residence to the north shall be replaced at the same floor area, and within the same footprint of the existing residence. 14. The Applicant shall covenant the property against any further subdivision and condominiumization. Prior to submission of a building permit the Community Development department shall confirm documentation of this covenant. 15. The Caretaker Dwelling Unit shall be limited to 1,000 net livable square feet and the kitchen shall contain a minimum of a two burner stove with oven, standard sink, and at least a 6 cubic foot refrigerator plus freezer. A minimum of one off-street parking space shall be provided for the unit. 16. Prior to submission of any building permits for the caretaker unit, the Applicant shall obtain and the Housing Office shall record a caretaker dwelling unit deed restriction. Actual floor plans of the unit shall be submitted to the Housing Office with the deed restriction. 17. Prior to issuance of a Certificate of Occupancy for the caretaker dwelling unit, the Housing Office shall inspect the unit. 18. The Applicant shall adhere to all material representations made hi the application and shall consider those representations to be conditions of approval, unless amended by other conditions. 19. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on September 27, 2009. N\I \‘‘ Lii ,n() r eq 0 re 529717 Page : 4 of 5 10/12/2006 12:07 JANICE K VOS CRUDILL PITKIN COUNTY CO R 0.00 D 0.00 ASPEN*PITKIN • ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR AN INn iVIDUAL SEWAGE DISPOSAL• PERMIT • Name o f OWNER • • Address of OWNER . 41,-09 0 Name of APPLICANT `/ �ith z-4-^ PERMTT TO BE: 54Pic).ed Up • ( )Mailed to: ( fawner ( )Applicant • LOCATION OF PROPOSED SYSTEM: Legal Description - Lot Block PHONF. %.2--S----7,1214 PHONE _ .2__--r a%y_ • TYPE OF PENNI ( )New Installation ( )Repair .t )urgency Use $/fAlteration NOT due to failure riling__ Subdivision Size of tot acres TYPE OF STRUCTURE: j/1Stnyta Family Dwelling ( )Other: w+n+•••• No. of bedrooms .3 H4. of tufts U _ No. Of Carba,a Disposal': No. of Automatic Clothes Washers WATER CUPPLY: • jIPrivate Well, Depth ( )Spring ( )Stream or Creek TYPES OF 7NDTVIDUAL SEWACZ DISPOSnt, SYSTEM PROPO;?.O: • (fideptic Tank/Absorption Field ( )Aeration. Plant/Absorption field ( )Composting Toilet ( )Incineration Toilet ( )Mound Do you plan any furtherpdditions to the residence? ( )YES (. )NO No: of Automatic Dishwashers or I 'Public, Nare of System • 1' • • t )P.eeycling, potable use ( )Recycling, other use ( )Vault Privy ( )Other: • The -initial site inspection must be arranged with the Aspan/Pitkin Envtronmental.ffealth Department (925--1J20. A:3O-): :0 a.m.) before a permit can be issued. The individual sewage disposal permit mast be issued before a building permit can oe obtained. MM. INS?ECTION APPROVAL MUST BE GtVCN BY THE ASPEN/PI?KI:I ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO AACKFILLING ANY POPTION OF THE .SYSTEM. Application for an individual sewage disposal permit is hereby submitted. The undersigned acknowledges that the above information is true and that false information will invalidate• the application and any subsequent permit. Signature of Applicant _ ��. / � DATE; e, 02 3 f� 3 (This application becomea. invalid 2 months from the above data.) • • NOTE: PLOT PLAN rnust be filed with this application. • • Please locate the following items by measured distances: 1. Property lines and dimensions. 2. Proposed and existing water welts on subject property and adjacent property. 3. Domestic water £ ervice lines. 4. Proposed and existing buildings, drivu,2way s, and ether structures. S. Streams, lakes, pnrd.s, irrigation ditn:ies, and other water courses. 6. Proposed ar,d, existing individual sewage systems on subject property. • f SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO BE CHANGED FROM ORIGINAL PLAN. • • The undersigned hereby acknowledges r ceipt . ' !ndividcat seva3;e disposal permit application and a permit Lee in the amount Di $ /���0® Receipt Number •' Date Pea Received R,Wlla .. 6196//6 Administrative Officer . • . • • • . '. . • • .. 130 South Galena Street • • Aspen, Colorado 81611 303/925-2020 —...s •40.4M .•s.;. 4)1.17.!• _.ice•.' .J� _.r . _ - .: r 'C:. :Si. fiTl: 1 a.. .. L7 35--- /` '/-0/—Gtv;� • • • • • • ASPEN4PeTKIN ENVIRONMENTAL HEALTH DEPARTMENT 'INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. 8302-2"-- TYPE OF PER211T: ( ;initial Construction ( )Emc:guncy or inatsll::ion. ( )Use Permit as 4 result of Sala ( )Other: ISSUED TO: Oder flh(O 54,%U( Mail ing � V3 Address • • Home Phone gismo Business . Uso ( )Repair Wor!►, (Piovious Permit f .) Alteration of an exis)n• ern, Previous Permit 1 0w _.) DATE OF ISSNEl. ki7z3mors#3 •• - bred - Agent / A Addrcss Apk240 4:-4451qtr (3061•714. 41.111111.0 erne • Sewage Disposal System Work to be performed by A BC - This permit valid only for premises )ovation by the following legal LOT S:le WATER SUPPLY Wert Phone Phone • • SE�T/c_ dcrscription:5Ec_ 9 • AVERAGE PERCOLATION RAT?. • This Individual Sewage Disposal Permit is granted with regard to the following use: g � f %/�L.i !�C Sip er •• S; fluter of: Bedrooms 3 • Lofts 0 , Garbage Disposals , -r Dishwashers r� Clothes Washors �,' , CALCULATED AVERAGE DAILY WASTE LOAD 1/50 GALLONS. THE NATURE OF `ME SYSTEM INCLUDED UNDER THIS PERMIT: Type of Tank or Treatment Unit: g��i / t .:.ethod of rinal Disposal: d - Absorptlop _Description (incluZing brand name, if any) of other equipment or appurtnancoat .Other Conditions or Specifi•_attc ast • . • *we' • • • • • • STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: ( )Before �Excavation ( )Upon completion of excavation and prior to p)sgement of gravel ( )Before covering distribution. system of absorption ; i•:ld lank Area Capacity / f o° Gallon Minimum Square Feet Minimum • • ,Pvior to backfill of any component ( )Other, Specify: • .'M',/M r • Plans and specifications of the proposed snwaie disposal System have been reviewed and are considered satisfactory. Pernl.s3on is hereby granted to the owner or hts tger;t to perform the work indicated abnve in accordance with the P itkin County Invlivi;sizal Sewage Disposal Re•nul.ntions in effect on the date of issue. In addition ••� en ral provisions sets forth on the reverse hereo:, this Permit is subject to the following additional terms and conditions:,/ APPROVED FOR ISSUE BY • . • simmear- (title) • • The above sewage • Eo„E,L. EXEMIATL0 �+ i hits been in:we:ten for use uy a rcprcrcnt.'ttsve of the Pspcnji'it Tcnvirc,nmcntal flea t. Dep.►rcrncnc. The c)Wn(r .15:rw•za') rc::pon.iLility in CUBC o: failure or inadequacy of tr:irs sewage disposal :system. Complete as -built drawing attached. DATE OF FINAL INSPECT ON, 7,tJ3 ' ,I- A , • BY: i TITLE • • • • • .• • r • w individual e ile disposal system installed by • • • • all • • • { '130 South Gialens Street • Aspen, Colorado 81611 3.3/925-2020 Castle Creek downslope • PH-1 • PTH 1-1 ,l PTH 1-3 mir • PTH 1-2 • PTH 2-3 • PH-21� PTH 2-1 ��PTH 2-2 "Hall Drive" (Driveway) NJ, Not to Scale VildnKy Rfhp Not to Scale Map created with TOPO!®©2003 National Geographic(www.nationalgcographic.com/topo) Legend: PH-1 Indicates Approximate Profile Hole Location PTH 1-1 Indicates Approximate Percolation Test Hole Location Approximate Test Hole Locations Project No. 27-198 Figure 1 A. Bcalo Drawn Job Shoot Of Shoot.