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Home My WebLink Aboutpitkin.eh.246721400010 (1996)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. PwcclloY -ai�-7--L-14-to-coe ASPEN1r`AjN ENVIRONMENTAL HEALTH DFPAR gWT APPLICATION FOR AWDMDUAL SEWAGE DISPOSAL SYSTEWDS) PERMIT Name of OWNER Bus. Phone # Mailing Address _¢- 'y Home Phone # Name of AGENT Mailing Address - I I ) Copy of Permit to be Sent to: ?ERMIT IS FOR: () NEW INSTALLATION, () REPAIR, () STREET ADDRESS of Property: _EGAL DESCRIPTION of Property: I Size of Lot _ acres Type of Stmgldre Proposed # BEDROOMS _, # LOFTS I Water Supply: ( ) Private I ;S PROOF OF ADEQUATE Home Phone # NOT DUE TO FAILURE, or () EMERGENCY USE for permit #, lot . block _, filing _, and subdiv. /GARBAGE DISPOSALS. . # DISHWASHERS _, # CLOTHES WASHERS Spring, ( ) Stream, cr O System (Public. or Private Name: I ATTACHED? () YES ar () NO HAS THIS PROJECT BEEN APPROVED BY PITON COUNTY? () YES or () NO wosc a rar a hurVAW "011e &W"W arctew rxsmk Is I ft'OW U rind. Tiro WW&dpwd admMieaoer awe aw aeon airwa/m is taw ane art W" tnlarwa M M YNaadab Ow appkegon . W •fTrAxequem Perms. a lar GUM w+manT*WkraeWnsaw pa ,*M&%Cougooaea Noowamksmarrbeuweneien "M a0 aM"s and Pemib haw been oblalnee. The owner esaases a respwstm s N one of lease ar Nadeduecy of sit aydea SIGNATURE OF APPLICANT Date The application becomes invalid 120 days from the date signed This Permit is valid only for the design as specified below. ..... ............ ............. BaOW FOR OFFICE USE ONLY ................ ......mubs. INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT # 5150 fee paid V/ Yes. Date received Receipt # ea - Received By )ESIGN CRFTERIA OF SYSTEM TO BE INSTALLED: Any changes must be submitted and approved in writing. of Bedrooms: o%, Percolation Rale: mpL Average Daily Waste Flow: 300 gallons jcjr) Fmv jo�I 6nS an Engineer Designed system needed? () Yes or 00 W PL. and specfc&Ua of aro enohww st" be loaoa.a Any d%ang•s meet b. approved N wit!" d the w vhw. . twilit ar Last NsWaSw to the Ewbwn t.( Heehh Dgwt wvi N w MVJ / ,,,'1 -nimum Septic Tank Capacity L_ gallons '✓ Absorption Area square feet minimum ( I �-ti'11tS C�rauet �ss a.:�0.)iI-bW Absorption Bed, () Absorption Field In Trenches, ryJ Cra bless system, () Pumping/Dosing Chamber, () sorptlon Pit- - $Lt 5}g, ) I��cry)mend ether ty-ertches or bed ra.vetles Charnbereci Ste, - 315 (1i tr t1, LLYItiS lw=S 3 rLA.:1+kA In ur tb - a6' : -f' rre Yickes Qxe (� eet o} u xd�siu r berl sot 1 wu est rt'�al h between t ti e }ve v Se+hack �i rel tie rtts J. Stages requiring Inspection: O Before excavation. OUpon completion and prlor to placement of Bravo fore covering distribution of absorption field, () Prior to backfill of any component and any situation deemed necessary by Environmental Health Department Staff. '4as end sP�Of Ow proposed WWWuat sewage dbpo syslwa hew been nMewW u,d an cortsldered •aas,20 r. ParrNsrbn b hereby gmmed b U,e owner w hb agew b perform the srsk MWo♦Iled above N .ocadarce Mai V,e PilWn County YWivld� R•posW residaq N eaect W Uro date M bar N *"Nm b Beret ptavW ns eat IoM N &W tlactonerdk No Puma b subject ew IPaoMag .deaWw`1' t+ye�aacwn. a ar C'.►��fr 7 4PPROVED FOR ISSUE BY: --a AJ�.{�t�AQ/rylLZ)(.fL DATE OF ISSUE: Z �' -na .bases W Widuel sewage GsPMW syrein hu been by aw Emim,wwrW t4akh D -Pa The owner asawws a wspoksbave, Acase of 4Me ar Nadewacy W els' steer Complete m -bum dmwing and ao spea"sms of u-0ry arc ko'.*d wit ala peseta i 1IN I IN2-INSPECTION BY:JJ��a��aa��]]��s.�'LS—� �.t-(.. DATE OF FINAL INSPECTION: 3 0 9 � JiH.UOD'JTCPCwPd'ErIMr.B.I 010 SOUTH WtEr SWEE • AgPEN, coLopAw welt • PoioNE Ja1 msoro - FAIL ]W gmslW � .SEND V W PFMNTeD ON RECYCLED PN'ER n\xk's� be mefi r 4ti well (rntn C'ioc, � f moi) avid -� ✓ t Tri gf� rn� dttct,eS� rr„y,. o� io4e� l tY`ed ck+c-,.) e WoAen D(' trr afi 0tll Ctct.f r Uvei� e IeOAck e(d vokick 9 l%.A be fChri+e-J"aI-w, � � ti roam rveT-CJ15y alei,�a-S-C3.b-A Separ-dMk f6 �- SePt1c �Igstewt . ASYtrv(rll Klrv. tIVVIHVIVMt1Va NL;17rJ1LIn VCYAt11.IVIcrvr FINAL SYSTEM DESIGN , FINAL' SPECIFICS& THE SYSTEM INCLUDED UNDER THIS PERMIT. (AS -Built .Conditions) Type of Tank or Treatment Unit: Tank Capacity: 1,000 .gallons Typd of AbsorpOon FI Id Absorption Area: S *"am fed .. 0ESCFPT10N, CONDITIONS,.' AND SPECIFICATIONS OF SYSTEIA DESIGN. .... W+.cc�,. 1 !fpm y ae `ly FINAL AS -BUILT PLOT Gaze `I �k �': KI2IANo1 F 95 N iZIJ�2 C� , OLP .S;ror� /�!/SS , g�o'�yZ7-57-7 1 C v,�• 970- w uSSZ FINAL INSPECTION BY: _ 'aonty OJIcPC %Vp_PEAMIT.flI 0 I 4t 'h" tW SOU GALENA STREET M Size of Lot (acresylr n T of Structure Q`- e # of Bedrooms. ' . # -of 1.6fts - p # of Offices. # of Similar Rooms' . Size of Houses . ft: D • i ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM Permit # Name Kirianoff, Pat & Greg Parcel ID 2467-214-00-008 Fee Paid Date Received It 124 el 5 Receipt # e2lc [ Received bY: -yy � Date when all data and information was received: House Siz 704 (75 gpd, 100 gpd, or 130 gpd) 75 Number of Bedrooms, Lofts, Offices, Similar Rooms, Main House 0 Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker unit 2 Design Criteria of System to be Installed: Any changes must be submitted and approved in writing by this Dept. Perc Rate 9 Q (Design Flow), _ # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 525 Average daily flow = 300 State review ye no Absorption Area (=Q/5 X SQRT perc rate) A= 315 sq. ft. of absorption area required Typeofsystem: 1Q) uni+-s Gjlfowedes5 ak-arnloe-VecA sq-Ste►'p Is an Engineer -Designed System required? no V/ yes yes _ reason: Minimum tank capacity 7550 gallons SETBACK FROM WELL # of feet = 100 Stages requiring inspection before excavation [ ] upon completion & prior to placement of gravel [ ] before covering distribution system of absorption field [ ]� prior to backfill of [ ] other [ ] 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 his agent to perform the work indicated above in accordance with the Pitkin County Individual Sewage Disposal System Regulation in effect at the time of issue. Besides general provisions set forth in any attachments, this Permit is subject to the following terms & conditions if any: APPROVED FOR ISSUE BY: DATE: This permit expires in 6 months if ISDS construction has not begun or extension been approved in writing by this Dept. The above ISDS has been inspected by the Aspen/Pitkin Environmental Health Department. The owner assumes all responsibilities in case of failure or inadequacy of this system. Complete as -built drawings and all specifications must be included with this permit before final approval can be issued. SYSTEM INSTALLED BY: FINAL INSPECTION BY: 1 Printed on Recycled Paper DATE: E 0 Aspen / Pitkin Environmental Health Department Contact Log Sheet SpokenPerson . be Taken initials SM I PAI 11 -I F% II�i ' VW PAV IM.O�N�R-JE��W. i • i i • �-� f ►. lam!" [vim -I iMA -.- 10 Nekon Environmental & Wastewater Solutions, LtA E��,�r' 1�_� _ W December 20,1995 DEC 2 1995 S Mr. and Mrs. Greg Kirianoff '?--Oormst 0099 Lower River Road ENVIRONMENTAL HEALTH Snowmass. CO 81654 ASPEN/PITKIN Subject: Soils Evaluation and Percolation Tests for an Individual Sewage System for a Barn, Agricultural Building, and Detached Caretaker Unit at the Kirianoff Residence Located on a Tract of Land in Section 21, Township 8 South, Range 85 West of the 6th P. M., numbered as 0099 Lower River Road Dear Pat and Greg, As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and percolation tests necessary for design a septic system for the proposed barn and detached caretaker residence. We conducted this study in accordance with Article 5 of the Pitkin County Individual Sewage Disposal System Regulation. We have based our recommendations on the subsurface conditions encountered. We will furnish this letter to the Aspen/Pitkin Environmental Health Department at our earliest convenience so that they may specify minimum design requirements and issue a permit to construct this individual sewage system. Proposed Construction: The proposed barn is to be a frame agricultural building of 4000 square feet with one bathroom and seven horse stalls. Contained in the barn is to be a one bedroom caretaker unit of approximately 700 square feet. Site Conditions: The property is a developed parcel of approximately 110 acres along the Roaring Fork River in Snowmass, Colorado. There is an existing residence on a portion of the property. The drinking water to the barn is to be provided from the existing well. The road and access drives are constructed to the property and the barn. The barn building site is on a portion of the lot located above a large meadow and just below the County Trail. It is approximately five hundred feet from and forty feet above the Roaring Fork River. The upper part of the lot is covered with some scrub oak brush and grass. The lower part of the lot is primarily irrigated meadow. There are several irrigation ditches in the area, and the closest is just below the pad for the agricultural P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766 Kirianoff Barn and Caretaker Unit Soils Evaluation and Percolation Test for an Individual Sewage System 0099 Lower River Road December 20, 1995 Page 2 building. All ditches in the area are proposed to be lined with a large ADS corrugated culvert. The ground surface of the barn site appears natural throughout the proposed area of building and within the site of the absorption field. The ground slopes to the Southwest at a 10% grade in this area. Subsurface Conditions: A soil profile pit was excavated to a depth of approximately nine and one-quarter feet. The profile excavation was done about thirty feet below the staked barn site, across the major irrigation ditch. No groundwater was encountered and bedrock was not present within the top nine feet of the surface of the ground. The top five inches of the profile excavation was a reddish, brown fine sandy loam topsoil. Below the topsoil to a depth of 95 inches, the substratum was a reddish brown fine sandy loam of relatively uniform consistency. The sandy loam exhibited some slight smearing and compaction from the pressure of earthmoving equipment, and appeared to be somewhat expansive. Below a depth of 95 inches the reddish sand loam was intermixed with some gravel and cobble and was more calcareous. The subsurface soil conditions were evaluated with the standard percolation test procedure at the approximate location shown on Figure 1 and Inset A. The subsoil in which the percolation testing was conducted consisted of a reddish brown fine sandy loam. The soil was well consolidated and showed a tendency to swell. Percolation Testing: Percolation testing was performed in the proposed absorption area West of the excavated area of the barn building site and horse arena. The shallow holes were dug with an posthole digger to a depth of thirty inches. The test holes were cleaned out with hand tools and gravel was placed on the bottom of each hole. We pre-soaked the percolation test holes by adding water approximately eight hours before starting the percolation test measurements. The test holes were refilled every two hours thereafter until evening. No water remained in any of the percolation test holes after each of the initial presoaking periods. 0 Kirianoff Barn and Caretaker Unit Soils Evaluation and Percolation Test for an Individual Sewage System 0099 Lower River Road December 20, 1995 Page 3 The results of the percolation testing are presented in Table I. The results indicate the fine sandy loam subsoil has a percolation rate of 9 minutes per inch. This soil is considered acceptable for a conventional infiltration trench design for the on-site sewage system. Limitations: This report has been prepared in accordance with generally accepted practices in this area for use for sewage disposal design purposes. The conclusions and recommendations submitted in this report are based upon data obtained from our site visits at the location indicated. There is some possibility that the nature and extent of variations in the subsurface soils across the site may not have been evident at the time of this investigation, and may need additional evaluation, if further excavation reveals conditions different from those described. This office should be advised of any unusual situations as soon as possible so we may reevaluate our recommendations. If you have questions or if we may be of further assistance, please call the office. Sincerely, V/� �7 4r'� Robert F. Nelson President Reviewed By: Ole" ay ammond, P.E. Schmueser, Gordon, Meyer Engineers � `,,;;y eai�as � \ rwi7» \ � \ 1 \ �� a�� . , �� '� to �rt.T � I .4°P � ."� �� :n �4 r.,�.. .i �; .TL ,; ,� ,. '�): r ,`- �� \ t � � ��. � �� `� � " o - � ti o C \ D E5 :' � Nac � Yia�( �. 1 KGe,ss t+ \ Feeder Irrigation Ditch NSET A Kirianoff Property Barn and Caretaker Uni �& Building Footprint Profile Excavation 91 F P-2 P-3 84 P_ To Well Head 107 Ft. Riding Arena Area on Ditch North \Pprximate Scale: 1" = 40' I' 0 0 Nelson Environmental & Wastewater Solutions, Ltd E TABLE W S PERCOLATION TEST RESULT FORM Hole Length Depth at Depth at Drop in Average Hole Depth of Interval Start of Interval End of Interval Water Level Percolation No. (in.) (Minutes) (Inches) (Inches) (Inches) Rate(Min./Inch) 1 30 6 67/16 6 7/16 9 6 4 314 1 1/4 6 43/4 4 1/8 11/16 6 4 1/8 39/16 9/16 6 39/16 2 15/16 5/8 9.6 2 32 6 45/8 3 7/8 3/4 8 3 7/8 25/8 1 1/8 6 25/8 1 13/16 13/16 6 1 13/16 15/16 1/2 6 1 5/16 13/16 1/2 12 3 31 6 4 25/8 1 3/8 8 25/8 15/16 1 5/16 6 15/16 3/8 15/16 (refill) 6 31/8 21/8 1 6 2 1/8 13/16 15/16 6 Greg and Pat Kirianoff Barn and Caretaker Unit 0099 Lower River Road Date of Percolation Test: 12/07/95 P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766 B 0 0 Nelson Environmental & Wastewater Solutions Ltd E W Property Address: 0099 Lower River Road S Legal Description: A Tract of Land in Section 21 T8S R85W of the 6th P. M. Property Owner: Name Greg and Pat Kirianoff Address 0099 Lower River Road_- Snowmass. CO 81654 Phone (970) 927-9377 Contractor: Excavating Contractor: Name Not Applicable Name Unknown. Saturation and Swelling o Smeared surfaces removed X Yes o Gravel Added X Yes _No o Date and Time presoak water added 12/07/95 A 8:45 a.m. o Amount of presoak water added 30 gallons per test hole o Water remaining in holes after presoak periods? Hole l: _Yes X No Hole 2: _ Yes X No Hole 3 _Yes X No Percolation Rate Measurement Hole 1: 9.6 minutes/inch Hole 2 12 minutes/inch Hole 3 6 minutes/inch AVERAGE 9 minutes/inch Groundwater: o Not Encountered at 9 1/4 ft. o Estimated depth to high seasonal water if not encountered- +50 feet o Is area believed to be subject to seasonal fluctuations which could result in a seasonal water table? —Yes X No Slope in absorption area 10% to the SW Bedrock o Not Encountered o Estimated depth if not encountered -100 feet o Type of bedrock: X Sandstone Claystone Siltslone _ Other: X Fractured Weathered o Is bedrock believed to be permeable? X Yes _No 1 certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in accordance with the provisions of Pitkin County Individual Sewage Disposal System Regulation, Section 5-1 through 5-7. Robert F. Nelson President Reviewed by: Vv H mmond Sm euser,r, G P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) N 11 9� S UOlb�rl�/�N/ 9 I i LA N r DEC- 6-95 WED 12:06 PM KIRIAMOFF. FAX NO, 310 550 8218 P. 2 4x. AM. AC !j4 iN " mqli1,11111"� DING.."bKf?N, ZARETAKER- I wo e A .1 A 0-'yp rl I AVAW Nil N., -py RlfWS BER / Iki�NOF/= 0 1 A R' C-7� / -