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HomeMy WebLinkAboutpitkin.eh.246510400005 (2012)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. CHIN OSITE WASTEWATER TREAT T SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit* 0006.2012.powt Parcel ID #: 2465-104-00-005 Permit Issued: ❑NEW []REPAIR ®REMODEL/ADDITION []TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Emma Farms LLC Property Address: 3000 Emma Road Legal Description: Size of Lot: 60 Size of Building: 0 Acres Detached Accessory Unit: ❑YES ®NO Sq. Ft. Size of Accessory Unit: The system iigned for: 3 bedrooms Designed By: All Service Septic, LLC Project #: _ Phone M 970-618-5033 Mailing Address: Fax #: 303-216-2796 Email Address: Perc Rate: .95 LTAR Sq. Ft. 1934 Dated: February 18, 2012 PO Box 2844, Glenwood Springs, CO 81601 Tpetzl@comcast.net Profile Hole Depth: 8 ft Depth to Groundwater or Bedrock: Greater than 8' Minimum Tank Capacity: 843 gallons Minimum Absorption Area: 497 sq ft w/ 30% reduction Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. The existing system serving the Victorian house will be abandoned. The new system will consist of one 1250 gallon, two-compartment tank with an effluent filter on the outlet. The field will consist of 3 trenches, each with 6" of imported sand filter material and 17 Quick 4 chambers for a total of 51 chambers. There must be at least 6' of undisturbed soil between each trench. The trenches will be connected with a level manifold. There must be at least 100' of separation between the absorption area and the well, and at least 50' from the absorption area to any ditch. 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 within 30 days of the final inspection, unless a longer period of fime has been agreed upon, in writing. This Deparbnent must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By:J� y, &J G Date: _2_ Expires: 5 7 / 1-3 Installer. Final Approval 000001 C -x ay License #: Date: Reactivation Authorized by: New Expiration Date: nra Pail August 20, 2012 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 Steve Waldeck 915 W. North Street Aspen, CO 81611 Installation Observations — Emma Farms 3000 Hooks Lane Pitkin County, Colorado Steve, 0 Project No. 1934 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on July 18 and 19, 2012 for the subject property. The installation included a 1250 -gallon, two-compartment concrete septic tank with an effluent filter. A manifold distributes effluent to three gravelless chamber trenches. Each trench consists of 17 Quick 4 chambers, for a total of 51 chambers, or 503 SF of infiltrative area. 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 observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. Any 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. Please call with questions. Sincerely, ALL SERVICE septic, LLC 00A 61- aa -&ALS Carla Ostberg, MPH, REHS Copy sent to Pitkin County 000002 Reviewed A Richard H 000003 Clean out installed. 1250 -gallon two compartment tank— 7/18/12 Inlet tee —'7/19/12 H L L soap ie SERVICE July 2, 2012 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 Steeplechase Construction Attn: Steve Waldeck 0124 Totterdown Road Aspen, CO 81611 Upgrade Wastewater Treatment System Design Addendum Victorian House 3000 Hooks Lane Pitkin County, Colorado Steve, 0 Project No. 1934 ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Basalt, Colorado, in an area where OWTS and wells are necessary. This addendum is based on the need for lifting effluent via a pump due to soil conditions. Moisture and soil staining was observed during construction. An additional 500 or 1000 gallon septic tank with a pump must be installed to follow the newly installed 1250 gallon two compartment concrete septic tank with an effluent filter. The pump must be capable of 10 gallons per minute, and 10 feet of total dynamic head. The pump should be 1/2 HP, and 110 or 220 Volt. The pump will dose shallow trenches, as depicted on original design dated 2.18.12. The trenches (bottom of chambers) must not be deeper than 16 -inches in depth. Partial mounding will be required to maintain a 1 foot cover on top of chambers. Six inches of concrete sand will be placed beneath chambers. The pump will dose a distribution box brought to grade which will serve the rows of chambers. All other recommendations must be followed. 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. 000001E • Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 3 copies 000005 Reviewed Richard H. • Onsite Wastewater Systems Page 2 000006 Pitkin County Environmental Health Department Con act Log Sheet. Name: f - Parcel ID#: Address: Date- ,Persons '-oken To, _ Comments / Action to be Taken Initials Time _i _ » — A A it 0_ A. � _® O� D g I, -./SITE WASTEWATER TREATMEN. SYSTEM (OWTS) rttiNa CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessors Office 970.920-5160 or at www.oitkinassessocOrq): u 6 � 2- 1 Q D S Purpose of Permit: ® NEW C] REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Zo O o0 Property Address: 3 otY� trhM,+r 2�A-D SAS C o Lot: Black: Fling: Subdivision: Property Owner(s)': ECY?MA- R1Ly»5 LLL Email Address: 5*�u�� STEZA�>zr+ts€t w: 7,on.t.,n Owner's Mailing Address: C,I C4"Do r ✓Z.4 P"E7-' City, State, Zip: 9,)611 Home Phone: 9�v -9ao. 0 9 Business Phone: 'Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (if not owner): Company: 5'rCV&W w-4- c D cTGlc cp v.^ EK T n K C r rs nu nJ Contact/Applicant Mailing Address: City, State, Zip: rs/ 77-�-2oownl j= -'D IA -lb AfyeN e b 5?16/I Cell Phone:6 Z g / Business Phone: Z 170 b Fax Number. Email Address: ,77o 3L63 rrvr• -f r, taJ cnw.cs W1 Building Permit # (if applicable): Lot Size (in acres): d &CA Size of Building (square feet): Number of Potential Bedrooms: 2, 000 Detached Accessory Unit? El YES ®NO Size of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture list for the Accessory Unil: Water Source: 131 ��1I PRNATE WELL ❑SURFACE WATER ❑SPRING ❑COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): Engineering Finn: Job Number: Phone Number: Fax Number: A� s�kOf 3 6IS- S�'33 3,ZI6 z�96 Mailing Address: City, State, Zip: flo hex. 1-:9101 6v0 8/6 0 PLEASE READ BEFORE SIGNING: I certify that the above Information Is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EHINR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading Information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is Issued. (Required): 000003 0006. 11C)17.91b Wt CFHONSITE WASTEWATER TREATMENToYSTEM (OWTS) USE PERMIT APPLICATION CHECKLIST 76 Service Center Rd - Aspen, CO •81611 Phone: 970.920.5070 Fax: 970.920.5374 A complete application package must be presented at the time of your pre -application conference for acceptance. To schedule a pre -application conference, please call 970-920-5070. PLEASE INITIAL EACH ITEM TO INDICATE COMPLETION Only one copy of each item is necessary. '$vOWTS Use Permit Application (completed) , n Site Plan w ❑ Please indicate the type of document to be submitted below. ❑ 11" X 17" and/or ❑ Electronic document emailed to ehnra(v1.co.oitkin.co.us before the date of the pre -application conference ❑ All designs must be 1" to 20' in scale. ❑ Site plan must include locations of existing wells, buildings, property lines, ditches, water lines, springs, irrigation lines, drinking water cisterns, drain tiles, water bodies, wetlands, riparian areas, floodplains, dry gulches, and existing OWTSs. Soil Testing Notification & Report (must be provided by a PE) ❑ This Department should be notified when soil tests are conducted. A 2"- 4" perforated PVC pipe should be placed in the soil profile hole for monitoring purposes. ❑ Report must include percolation test results and the soil profile evaluation. Building Floor Plans ❑ 11" X 17", or submitted electronically to ehnr co. Pitkincous before the date of the pre -application conference. Land Use Approvals & Other Relevant Permits & Approvals ❑ Recorded Site Plan that designates approved envelope(s) for development. If the property is exempt from this requirement, please have a Community Development Planner email ehnr(alco.oitkin.co.us with confirmation of the exemption. ❑ 24" X 36" and ❑ 11" X 1T', or electronic document emailed to ehnrAco.oitkin.co.us before the date of the pre -application conference ❑ Copies of all land use approvals, as well as all other documentation relevant to the siting of the OWTS(s) and any other development on the property (e.g., Resolutions, Administrative Decisions, recorded easements). Comments from EWNR regarding Land Use review referrals can be accessed by opening http://www.asoenoitkin.coModfs/deotsr7Banduse.odf and clicking the blue link in the "Referrals"column. Referral comments more than 2 years old may need to be requested from the County Planning Department. Construction Management Plan ❑ Required & Obtained ❑ Not Required Requirements: htte:'/www.asoenoitkiacoMedfs/deots/7/CMP Manual.odf Forms: http://www. asoenpitun.com/deots171151dodiv. cfm Proof of Adequate Water Supply Legal water supply must be demonstrated in accordance with Colorado water law and meet the requirements of the Pitkin County Land Use Code. ❑ Private systems: Proof generally Includes a well drillers report, well permit issued by the Colorado Division of Water Resources, final augmentation plan (if required). and a recent pumping report. Wells must be drilled before an application will be accepted. ❑ Public systems: Proof generally includes a letter from the CWQCD - approved public water system confirming it has sufficient water to supply the development and it has agreed to do so. Initial Site Inspection ❑ All components of the OWTS, as well as the proposed buildings, water source, and other pertinent physical features must be clearly staked and labeled prior to the inspection. Inspection must be scheduled between May 1st and Oct 31st, unless otherwise approved by EH/NR. Applicable Fee ❑ OWTS Construction Permit: $1,023' ❑ Tank Only: $523' 'There is an additional Administrative Fee of $175.00 for properties in the Town of Snowmass Village. Please Make Checks Payable To: Pitkin County Environmental Health & Natural Resources Department TO SUBMIT A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN OWTS CONSTRUCTION PERMIT THE FAST TRACK WAIVER MUST BE SUBMITTED TO COMMUNITY DEVELOPMENT WITH YOUR BUILDING PERMIT APPLICATION. Please note that this waiver only allows for the submittal of the Building Permit Application. It does not allow for the issuance or approval of the Building Permit without OWTS Construction Permit approval from the EH Department. G:\OWTS March 8, 2008 NEW REGS\Office -Admin\Forms\OWTS Const Forms OWTS Construction checklist.xls Updated:3 20/09 OWTS DESIGN CALCULATIONS -for Pitkin USING LTAR Owner's Name Parcel ID # House Size (sq. ft.) '"' (75 gpd or 100 gpd) Number of Bedrooms in Maio House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Smular•sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of mann house.) Average Daily Waste Flow 450 State Review Runred7 no LTAR (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 675 Minimum tank capacity 843.75 gallons Absorption Area (=B20 X 1.0/B17) A = Q x 1.0 loading/LTAR A= ffi, aiareategahed f A= 711 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel 639 711 65 72 Dosing 568 568 58 58 AMhmRbeis 4 fiv 50 wa Max Allowable 355 497 36 so Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 639 711 65 72 Dosing 568 56a 58 58 Chambers 497 639 50 65 Max Allowable M 497 36 w 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet — 25 SETBACK FROM DRY GULCH # of feet - 000010 r ' I L 10 Box 2844 Glenwood SEBYICf ` Fax 3Ph 970-618-5033 216-527 6 x35,0081602 February 18, 2012 Steeplechase Construction Attn: Steve Waldeck 0124 Totterdown Road Aspen, CO 81611 Project No. 1934 Subsurface Investigation and Upgrade Wastewater Treatment System Design Victorian House 3000 Hooks Lane Pitkin County, Colorado Steve, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Basalt, Colorado, in an area where OWTS and wells are necessary. SITE CONDITIONS Multiple structures exist on the property, all utilizing septic systems and a common well. A Victorian house is being remodeled, and a new OWTS will be proposed. The current drain field, serving the existing Victorian house will have to be abandoned. The Victorian house is planned and will have a total of 3 bedrooms. The proposed drain field area slopes 2% to the east, and vegetation consists of a moderate cover of grasses with sparse aspen trees. The property is served by a well located 100+ feet to the west of the Victorian residence. The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of 1 -foot of a clayey root zone, underlain by sandy clay, with sparse cobbles and gravel, to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Percolation rates on the neighboring property were 25 minutes per inch (MPI). A test pit was excavated to confirm soil conditions. A gradation analysis was performed, and indicated a sandy loam soil, indicative of a 0.95 gaWSF/day application rate. The OWTS will be sized using the application rate. 000011 eOnsite Wastewater Systems Page 2 DESIGN SPECIFICATIONS The OWTS design is based on 3 -bedrooms and an average sewage load of 450 GPD. The installation must include a 1250 -gallon, two-compartment, precast concrete septic tank with an effluent filter on the outlet, followed by three gravelless chamber trenches with 6 -inches of imported sand filter material. The trenches must have 17 chambers each for a total of 51 `Quick -4' chambers, equaling 504 SF (plus added sand filter material and area) of infiltrative area. A level manifold must direct effluent into chambers. Construction must be according to the Pitkin County Environmental Health and Natural Resources Department OWTS regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health and Natural Resources Department, and this design. OPERATION INFORMATION AND 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. No heavy equipment, machinery, or materials should be placed on backfilled 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 OWTS. 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 OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES NO staging of materials, or heavy machinery over the drain field area prior to construction. Excavation equipment must not drive in excavation of drain field during construction due to the potential to compact soil. 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. 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 OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWTS during construction. The OWTS 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 000�gljation. Or Onsite Wastewater System 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. Sincerely, ALL SE septic,/LLC Timothy R. Petz 3 copies 000013 J L 000014 0 0 BWssed % O H Co z Co w U)- Z U -o U G w N Q a. = 2 IL U)o5 11 U 0 �1 F.xlador Lighling Sample T, Ligh SSL wbaea �� ul rr , r: :l `LLJ�J Level reen line MAIN LEVEL FLOOR PLAN A-3.2 0 CD 0 0 E CD 0 0 CD 0 r reen line o � Z Z " U 2On ' = fr w c ' L< © .. CD 0 0 CD 0 Mar 05 12 07:40p Keith Bronstein F' J? -:1-29s' 't:11 Fa!-TV51A1EFEi ir' �J� I ` Form C(Nev-) 7-58,(SM 000017 Bi0AA56741 970-925-2- ae STATE OF 0. APPLICATION FOR USE F`GRObND WATSR �so Indal;Lle Pencil or��ilerlladal;Lle Pencil or��iter) Applicant (���� P.O. Address '#-� a f OL5 Qosatity applle'.i fn• _' ALF 9t� osa3sJ Used for 1 M ao0ov on/at (Iegil destnpti0n of 1fa nate) "Toou eES?and other . T ED 1LiTA OF WELL Hole vise: lata R. 1n, to ft. H Caning Plain4-1 I. from Oto .7° R• !a. from It. Pe:f.�la-fmm�to�tt• n.from to R. PUNLM � Outlet DATA: Type �I e . NPy Six o Ude initiation date (Use &gVIemectal pages for addrUonal data) T U- APPLICAT)UN A PROVED NO, $�� DATE APA 2 (: �o�_ls^ p.t •bm uw � ... KE"Ar'uui5i AM 2019Q VDW VAT1A 19 OOF County N S ATE i Pt1 rt , � S ATer]�}� _yJ iA&4 Sect.,*•'"P• R_5 v Rge,, —1— P.m. Street A dreva uz Lot n oUC Yo. Town ofIvltn�y $25.00 fee roquirod for 1 Commercial or Irri atfon NOTE — aATISPACTORS' COMPLETION REQUIRED FOS COLQRADO hISTORICAL 50CIE7Y Office of Archaeology and Historic Preservation 1300 Broadway, Denver, Colorado 80203 HISTORIC BUILDING INVENTORY RECORD NOT FOR FIELD LSF _ Eligible Nem?neted _ Dot. Not Eligible ^ Certi Si ed Rehab. Date ReCOPM.02.084 PROJECT NAME: Pitkin County7999, RHF498- COUNTY: STATE ID NO.: 5PT791 Survey, 7999, 2-084e Pitkin 7u,"" rated TEMPORARY NO.: 246570400002 (167) ADDRESS: 3GO4 Emma Road OWNER: CERISE CONRAD N CERISE E LAVANIA Basalt, CO al621 3004 EMnA RD ASSOCIATED BUILDINGS: X To$ Me 19503 shed- Log shed; garage; cinderblock house- BASALT CO 81621 TOWNSHIP as RANGE 67W SECTION 10 SE 1/4 SE 1/4 U.S.G.S. QUAD NAME: Basalt, Colo. YEAR: 1987 (7.51) BUILDING Current: NAME: OTMS: Zone- 13 Posting- 320355 Northing- 435917/ Historic: Robinson Homestead, Vasten COUNTY SUBAREA: Emma Road Ranch BLOCK: N/A LOT(S): N/A DISTRICT NAME: ADDITION: NIA YR. OF A0011I00e N/A PHCTOGRAPhER: S.A. MadvilLe PHOTOGRAPHIC SM3. 19, 20, 21, 22, 23, 24. REFERENCES: LOCATION Of NEGATIVES: Pftkin County Planning (Roll/Fr=ee) SKETCH NAP: See attached mop with resource indicated. DATE OF CONSTRUCTION: Estimate: EXTENT OF ALTERATIONS: ActuaL: 1889 Minor X Moderate major Source: Pitkin County Assessor and Frieda Glassier Describe: Painted 'oriek; front perch enclosed; rear shed projection,. USE: Present: AgricuLtUre/RanCh Historic: Aaricultwre/Raneh CONDITION: Excellent Good CONTINUED Yes X No X Fair Deteriorating STYLE: MATERIALS: Late Victorian (Queen Anne) Brick, Wood, Stone ARCHITECTURAL DESCRIPTION: STORIES: This resource includes a main house, a garage, a Log shed, a einderbtock house, 1 1/2 and some 1950s sheds. The main home is a ans-ard-a-hat t -story brick dwelling SQUARE with complex roof of intersection gables which has several small gabled wall FOOTAGE: -- dimers. The roof has composition roofing, overhanging eaves, and brick chimneys. The dormers have decorative shingLes on the gable faces and gabled ORIGINAL LOCATION STATUS: through- the -cornice dormers with double -hung sash windows and rock -faced stone OR,GII(AL SITE X sills. The brick walls are divided by brick courses. The projecting front gable is clad with decorative shingles and has a double -hung sash window with MOVED pedimemed lintel. There is an enclosed porch in front of the from gable. The DATE(S) OF MOVE: west side of the house has a shed roof rectangular bay window with segmemat arched window with sauBed and witted brick and a pane. of decorative brickwork NATIONAL REGISTER ELIGIBILITY under the windows. Windows of first story are segmental arched, with molded and INDIVIDUAL: gauged brick timets and stone sills. Them Is a stone foundation. There is a log shed lar second dwelling) half of which has walls of square hewn logs and YES X NO half of which has walls of horizontal planks. The shed has two doors and CONTRIBUTING TO DISTRICT: sliding and multi -Light windows. YES NO LOCAL LANDMARK DESIGNATION: No MANE: CCN7IMIJED? YES X NO DATE: ADDITIONAL PAGES: YES X NO 00001.3 I ARCHITECT: BUILDER/CONTRACTOR: - STATE ID NO.: 5PT791 Unknown Unknown ORIGINAL OWNER: Albert J. Robinson SOURCE: SOURCE: SOURCE: Bureau of Land Management Records THENE(S): High Country Farming and Ranching CONSTRUCTION HISTORY (Description, names, dates, etc., relating to major alterations to the original structure): CONTINUED YES X NO HISTORICAL BACKGROUND (DISCUSS IMPORTANT PERSONS AND EVENTS ASSOCIATED WITH THIS STRUCTUAE): According to Bureau of Land Management hemestoad records, Albert J. Robinson filed a cash entry patent for 159.34 acres of Land, including this site, in IS94. The Danielson reported that Robinson, who married Ada Willits, moved to Aspen about 1897 and was Later killed in a mining accident. According to the present owner, Conrad Cerise, John Vaaten, a rancher from Italy, was an early owner who raised cattle, potatoes, and hay here. The Vaaten were one of several Italian families who settled on ranches in Pitkin County. Freda Glassier, daughter of John Vasten, stated that her father acquired the property from a neighbor. she mentioned that her father raised wheat, potatoes, and cattle. Mrs. Glossier reported that trains hauled 360 sacks of potatoes out of the valley at a time. Mr. Cerise stated that he bought the property In 1947. CONTINUED YES 8 NO SIGNIPICANCE CCHECK APPROPRIATE CATEGORIES AND BRIEFLY JUSTIFY BELOW); ARCHITECTURAL. SIGNIFICANCE: HISTORICAL SIDRIFTCANCE; REPRESENTS THE WORK OF A MASTER ASSOCIATED WITH SIGNIFICANT PERSONS PMESSES HIGH ARTISTIC VALUES R ASSOCIATED WITH SIGNIFICANT EVENTS OR PATTERNS X REPRESENTS A TYPE, PERIOD, OR METHOD OF CONSTRUCTION CONTRIBUTES TO AN HISTORIC DISTRICT STATEMENT OF SIGNIFICANCE: This resource is associated with the history of agriculture in Pitkin County, having been the site of an early homestead and an ranching operation associated with ane of the Italian families which settled in Pitkin County, the Vastens. The main house is significant as one of a group of similar brick dwellings erected during the same era, which may have been Built by the same builder. the house reflects Queen Arne details in its asymmetrical composition, decorative shingles, brick eeursea, and variety of windows. CONTINUED YES X NO REFERENCES (BE SPECIFIC): Pitkin County Assessor records; Conrad Cerise, Erma, Interview by Marcia Canter, March ZODO; Frieda GLassiier, Interview by Marcia Canter, March 2000; Clarence L. and Ralph W. Danielson, Basalt: Colorado Midland Town CBeuldert Pruett Publishing Co., 1971), 317; Bureau of Land Management, General Land Office records, Cash Entry Patent 10833, 1894, COUTIMU20 Y@S X NO SURVEYED BY: S.A. Medvillc AFFILIATION: Front Range Research Associates, Inc. I DATE: October 1999 ®0Q01'7 P F i 5PT79� —EMMA ROAD= II a 3004 Emma Rd, 60 0 60 Feet m 6PT791 (167) 000020 • • i ' _..^ ttl t;1, ,~ :y\ti*. ✓ '..t'O t�t�,1 � t �Ir-Foao n e 6] 8 \ "` ...'`•h 14� i $ � lti \� ,',,�-tis .\ ')t6a� > _ ,1t/r 1�'Ca, � �� -- •�•� $e ��.K `,., .,� J•F'ZY�I �T 1 �r �J it l ♦\ t /1 --7 __ SPT70144 �,. �• r PT78 �+ ' 71 5PT2, NO=lm a..:�. SP7�i•,EBI ,._ . Bixsalt/ 4010 ato. 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' 167 Address: 3004 2mma Road County: P;tkia City: Unincorporated Photographer. S-A. MedviYte . Date; August 1999 'r Roll: Siw Frame; 19 Caul. Dir. S Location of Negarives; Pi kin Coanty Plaaaing . S f ft 4 State DD #: 5PT791 Survey plumber: 167 Address: 3004 Emma Rcad Camay; Pilldn City: C%nincorpq rd Photographer: S.A, Modville Date: Aubgast 1999 Roll: SM3 Frame: 20 Cam. Dir: E Location of -Negatives, Pitkin County Planning - i I' 1 .i All 3 -2i z - i State3D;f: SPT791 Surrey Number: Address;3004 Emma Road 16, CounTy: Pitkin City' Photographer: UnidcoTQ Ied SA- Medv;ne Ron; $MDate: Frame; 2.1 August 1999 Cam. Dir,; Nr- Locadon oFNag2rive ; Pitkin - e s CounryPlanning i 000023 0 + `2+ v .t d G IP: i A � s . '�'•4 + +'Him � ' k _� Ap lk— W I Isv (yy YYII., l a. a I , N I 3 mp E �i� + r.. i��rrc M•{ �, } ••.".n T . t P� �� �., .��- �d irjYllt' • '!� Fl�l■�Ff31�r _� � �,•�,., � it • � k� ¢ 4# ; 4 � t .+„v`r- '1... �� � 1. s . - ... - _ - .lam '� ��+� '• � y