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HomeMy WebLinkAboutpitkin.eh.264322100001 (2006) (Shop)PIT IN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM OA05 Castle Creek Road, Suite 10, Aspen Colcirado 81611 Pone (970) 920-5070 Fax (970) 920-5077 Name of OWNER Owner's Mailing Address 55 S 11� 1;,,+<2-q G City, State, Zip -t ,t� C -o Business Phone: 03 2Q� # 1 O Home Phone: E-mail Address: - Primary Contact Person (all communication regarding this permit will go through this person) Name <=`CJS`" l'��� V 0 -L_ n Company Contact Mailing Address I ZCity, State, Zi �J rr C�d (F (0 l Business Phone: �1 � Cell Phone: Fax: 76 '�1 5_2_ E-mail Address: \ f b b ?_ Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.org) r. 14 - 2— Street address of property c e - Legal Description: Lot�Jr� _e ,Block ,Filing ,Subdivision Size of lot: 7 acres. Type of proposed structure: D� lS�a�Lfi 6r= Total square feet of house _ (pC 7 # of bedrooms (potential) in house C� Caretaker Unit: Attached ( } Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms (potential) in caretaker unit Permit is for: New Horpe ( ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( } Water: Private well (V/) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system. The fee for a ISDS application is $600 for a permit that fakes 6 hours or less for the department to approve. if approval takes longer than 6 [lours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any; will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, stream's, floodplains, dry gulches, and existing septic systems. 1 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 alth Department; Pitkin County and employees of these agencies will be held harmless should the individual sewage di o I sy m f it or malfunction. The permit to construct is issued on information submitted by the applicant or his/her represe! tati es. e o er sumes full responsibility in case of failure of the system. Signature of applicant Date n Received by/ �- ��y��Receipt I ( Date T G:Vsds�sds applic%isdsapp RevOvC 103.doc Pitkin County Environmental Health Department Contact Log Sheet Name: — Parcel ID#: Address: Date Person Spoken To Comments / Action to be Taken Initials Time ' I- $1 mn w Yu 2 -Ala 1 22 , L3 -Yqp h `Lkv) t OR r u tat L'u� May 17, 2006 Jan Stenstadvold Rutgers Construction 1256 Twining Flats Rd. Aspen, CO 81611 Re: Parcel ID #: 2643-221-00-001 Property Address: 1525 Star Mesa Road Legal Description: Bardford Parcel, Star Mesa Permit #: 06011 Dear Mr. Stenstadvold: This letter is to advise you that the Pitkin County Environmental Health & Natural Resources Department has not been able to final the Individual Sewage Disposal System (ISDS) permit for the above stated residence/property. It is mandatory that this office receives an "As Built" letter from the engineer who designed the system. The letter will confirm that they observed the installation of the system as designed. Any changes to the system must be noted in the letter or by a new set of plans. We cannot sign the Certificate of Occupancy for this property without the "As Built" letter. This office must receive the "As Built" letter from the engineer no later than June 7, 2006. Please contact me with any questions. Thank you, in advance, for your help and cooperation in this matter. Sincerely, rri Alicia Gomez Administrative Assistant Environmental Health & Natural Resources cc: Church OWC, LLC Payne Gulch, LLC Pitkin County Community Development CHURCH OWCr LLC 0 Onsite Wastewater Consultants June 16, 2006 Rutgers Construction, Inc. r>Nl ATTN: Jan Stenstadvold ,y�y� `rlpp 0256 Twining Flats Road eA G Aspen, CO 81611 l �Fuorya Toe Subject: Subject: Installation Observations - Septic Tank 1525 Star Mesa Drive Pitkin County, Colorado Job No. C205 Mr, Stenstadvold, On June 13, 200E>, CHURCH Onsite Wastewater Consultants, (COWC) observed the installation of the additional septic tank to the Onsite Wastewater System (OWS) at theject site, The upgraded OWS design was designed in our letter of February 24, 2006. The upgraded OWS included the installation of a 1000 -gallon, two-compartment septic tank. The outlet piping discharged to the sewer line up -gradient- of the concrete distribution box. The locations of the tank and piping are indicated on Figure 1. The components of the OWS were installed in general conformance with our plans and specifications. Our installation observations do not imply a guarantee or warranty of materials or workmanship. 'If there are questions or if we can be of further service, please call. Sincerely, CF Ed 3 copies sent Copy to Pitkin County Health Department, 0405 Castle Creek Road, Suite 10, Aspen, CO 81611 FAX to Pitkin County @ 970-920-5077 FAX to Rutgers at 970-920-9352 P.O. BOX 527, Wheat Ridge, CO 80034-0527 P -0/Z0 3et0d 0-1-°0M0 HOanHO Voice: 720-898-3434 FAX: 720-898-3455 99VC9G80Z_ 5Z:91 900Z/5Z/90 P"�, G-&)� ct) atter-,_12)�-C3_--)-CD1 CHURCH OWC, LLC Onsite Wastewater Consultants June 16, 2006 Rutgers Construction, Inc. ATTN: Jan Stenstadvold 0256 Twining Flats Road Aspen, CO 81611 Subject: Installation Observations - Septic Tank 1525 Star Mesa Drive Pitkin County, Colorado Job No. C205 Mr. Stenstadvold, RECEIVED JUN 2 ? 2006 PITKIN COUN ( Y ENVIRONMENTAL HEALTH & NATURAL RESOURCES On June 13, 2006, CHURCH Onsite Wastewater Consultants, (COWC) observed the installation of the additional septic tank to the Onsite Wastewater System (OWS) at the subject site. The upgraded OWS design was designed in our letter of February 24, 2006. The upgraded OWS included the installation of a 1000 -gallon, two-compartment septic tank. The outlet piping discharged to the sewer line up -gradient of the concrete distribution box. The locations of the tank and piping are indicated on Figure 1. The components of the OWS were installed in general conformance with our plans and specifications. Our installation observations do not imply a guarantee or warranty of materials or workmanship. If there are questions or if we can be of further service, please call. Sincerely, CHURCH Onsite Wast A " LLC Edward 0. Church, 3 copies sent Copy to Pitkin County Health Department, 0405 Castle Creek Road, Suite 10, Aspen, CO 81611 FAX to Pitkin County @ 970-920-5077 FAX to Rutgers at 970-920-9352 P.O. BOX 527, Wheat Ridge, CO 80034-0527 Voice: 720-898-3434 FAX: 720-898-3455 Permit # 06011 Type of permit Name of Owner Street Address Pitkin County Environmental Health & Natural Resources Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Parcel ID # 2643-221-00-001 New( x ) shop/barn TANK ONLY Repair( ) Addition/Remodel to House( ) Payne Gulch LLC 1525 Star Mesa Road Property legal description Size of lot 35+ acres Water source Private Well # of bedrooms in house Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Mailing Address Bradford Parcel, Star Mesa Total square footage of the house 1160 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit '/z bath in the shop/barn to be used by homeowner Permit information Church OWC, LLC P.O Box 527, Wheat Ridge, CO 80034-0527 Perc rate Profile hole depth Depth to groundwater or bedrock Minimum Septic tank capacity 750 gal Minimum Absorption area Comments Septic permit approved per compliance with the engineer design and specifications dated February 24, 2006. 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 design calls for one 1000 gallon two compartment tank with an effluent filter on the outlet. The line will line coming from the main house just before the distribution box that goes into the absorption field that sery main house. This department does not endorse any brand of products. This permit must be kept on-site during instal The engineer must do a final inspection of the installation and submit an as -built letter to this department. T 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: Date: Plans and specifications o"' the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must a included wiP this permit before the final approval will 1?e issu d. Installer: Y C 1tZJ ( tY o 14 > to `6 6' Final approval: Date: C) ��P SCALE 1"=50' 86± ACRES 1525 STAR MESA DRIVE EiADFORD OPEN PITKIN COON"IY, COLORADO SPACE PARCEL llel- /- EXISTING DRAIN F / l l000l r-- .--------- \�__\ 7>< """" Cj / EXISTING CONCRETE / DISTRIBUTION / DOX WITH BAFFLE I ' CONNEUI TO EXISTING E=FFLUE=NT PIPE WITH WYE I /STRUCTURE /y rQ & REMOVED— ti I L' PVC EFFLUENT LINE 1 • (CLEANOUTS REQUIIlr6 EVERY IDU FEET, Ci ( MUS'i I3L SCH L0 LINDER DRIVEWAY)—, XI Vf' ING GARAGE e \ PROPOSED SHOP/STORAGE JOB NO. I 60/60 �9dd PAVED DRIVEWAY EXISTING WELL (1'0 BL ABANDONED) EX. CLEANouT r .... , .... 1 \ r , ST14UCTURE TO BE REMOVLD ; 11 .........I • I `s �—EXISTING SEPTIC IANKS SITE PLAN - SHOP/STORAGE OWS AS -BUILT TIn`OMO HoNnHn GARAGE EXISTING RESIDENCE 06/2006 FIGURE 1 99VC8680ZL 5Z:9T 900Z/9T/90 SCALE 1"=50' 36± ACRES 1525 STAR MESA DRIVEBRADFORD OPEN PITKIN COUNTY, COLORADO SPACE PARCEL EXISTING DRAIN SF I / EXISTING CONCRETE / DISTRIBUTION / BOX WITH BAFFLE i CONNECT TO EXISTING EFFLUENT PIPE WITH WYE i i i i z i STRUCTURE t / TO BE REMOVED a � Z , 4" PVC EFFLUENT LINE a (CLEANOUTS REQUIRED EVERY 100 FEET, c� MUST BE SCH 40 UNDER DRIVEWAY)---_ l XISTING GARAGE r N \ PROPOSED SHOP/STORAGE ,t JOB NI . C i 05 PAVED DRIVEWAY EXISTING WELL (E ABANDONED) EX. CLEANOUT , .......... t \ r I STRUCTURE TO BE REMOVED \ tj..........i • 1000 -GALLON TWO-COMPARTMENT SEPTIC TANK WITH EFFLUENT FILTER AT THE OUTLET 'EXISTING SEPTIC TANKS SITE PLAN - SHOP/STORAGE OWS AS -BUILT GARAGE EXISTING RESIDENCE 06/2006 FIGURE 1 CHURCH OINC, LLC Onsite Wastewater Consultants February 24, 2006 Rutgers Construction, Inc. Attn: ]an Stenstadvold 0256 Twining Flat's Road Aspen, Colorado 81611 Subject: OWS Design, Proposed Shop/Storage Building 1525 Star Mesa Drive Pitkin County, Colorado Job No. C205 Mr. Stenstadvold, As requested, CHURCH OWC, LLC has prepared an OWS design for the proposed Shop/Storage building to be located at the subject residence. CHURCH & associates, Inc prepared the OWS design for the site under Job No. 16576 dated November 10, 2004. PROPOSED CONSTRUCTION A shop/storage building is proposed. It will have a half -bathroom with typical fixtures. The building will be used by the homeowner. Sewage and effluent flows greater than that presented in the CHURCH & Associates design noted above are not anticipated. If the proposed construction is different than that presented herein,. CHURCH OWC should be contacted to revise this design, if necessary. RECOMMENDATIONS The OWS should be installed as indicated on Figures 1 and 2. The OWS includes one septic tank with an effluent filter. The effluent pipe should be connected to the existing effluent pipe as indicated on Figure 1. OPERATION AND MAINTENANCE The owner muss: realize an OWS is different from public sewer service. The owner must assume responsibility for maintenance of the system. The system is relatively maintenance free, but the owner must have the septic tanks pumped and filters cleaned. It is recommended the tank be pumped and filter cleaned every two years. There are daily considerations, such as not putting plastic or other non - biodegradable material into the system. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a running toilet will consume in excess of 1000 gallons per day if allowed to flow. An excess 1000 GPD loading could flood and irreparably harm the field. We caution against installation of a water softener. The hydraulic loading from the backwash of a water softener can be detrimental to OWS and a separate drywell should be constructed for the backwash waste, if a water softener is installed. Chemically treated water from a swimming pool or spas should not be introduced into the OWS. P.O. BOX 527, Wheat Ridge, CO 80034-0527 Voice: 720-898-3434 FAX: 720-898-3455 OWS Design Job No. C205, 02/24/06 Page 2 LIMITATIONS If the health department makes modifications to this design, we should be contacted to evaluate the impact on the performance of our OWS design. All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the ISDS regulations. The installer of the system is to have demonstrated knowledge of the ISDS regulations and requirements. If there are questions or if we can be of further service, please call. CHURCH CWC, LLC /Z Kenneth C. Ham'lton, P.E KCH 3 copies sent 39765 p 36± ACRES 1525 STAR MESA DRIVE PITKIN COUNTY, COLORADO EXISTING DRAIN FIELD / i 50' ES TBACK !� / TO DITCH / EXISTING CONCRETE / DISTRIBUTION / BOX WITH BAFFLE 1 1 r 1 1 1 I CONNECT.TO EXISTING EFFLUENT PIPE WITH WYE CONNECTION 1 1 I 1 1 1 ' 1 STRUCTURE TO BE REMOVED � r oz , 4" PVC EFFLUENT LINE ►_ • (CLEANOUTS REQUIRED EVERY 100 FEET, MUST BE SCH 40 UNDER DRIVEWAY) ------- EXISTING GARAGE PROPOSED SHOP/STORAGE JOB NO. C205 PAVED DRIVEWAY 0 SCALE BRADFORD OPEN 1 " = 30' SPACE PARCEL EX. 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