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HomeMy WebLinkAboutpitkin.eh.264504200004 (2003)Pitki ounty Environmental Health Departr t 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 # 03050 Parcel ID # 2645-042-00-OVLI Type of permit New(x) Repair( ) Addition/Remodel to House( ) Name of Owner Michael Polsky Street Address 6401 E. Sopris Creek Rd, Snowmass, CO 81654 Property legal description Metes & bounds, S4T9S R 86W Size of lot 40 acres Total square footage of the house 5.750 kctt f) k)L6e. Water source Little Elk Creek Community water # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house 1 exercise room Caretaker unit attached 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 + 47.9gpd for exercise room (exercise room NOT to be used ,as a bdrm) is k to CO(k P V"W\ + zit v'vv iU C AO UU.. Li C L"j 1 "L Permit information Designed by High Country Engineering Mailing Address 1517 Blake Ave Suite 101 Glenwood Springs CO 81602 Perc rate 60mpi Profile hole depth 8 ft Depth to groundwater or bedrock 6 ft (August) Minimum Septic tank capacity 1855 gallons Minimum Absorption area 1.149 sq ft w/ , reduction Comments Septic permit approved per compliance with the engineer design and specifications dated August 26, 2003 in addition to the letter dated September 5, 2003 from High Country Engineering regarding depth of the trenches. 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. There must be a minimum 90 -foot separation between the field and the ditch. The system will consist of one 2000 gallon, two-compartment tank with an effluent filter on the outlet followed by a dosing tank. The field will consist of 5 rows of 15 chambers serially distributed. With groundwater confirmed at 6 feet August 22, 2003 — an extra foot was considered for a safety factor. Given the high groundwater potential, the field should not be buried more than 1 foot below existing grade. Additional fill from on-site should be used as backfill. 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. Permit approved by: {/ ( >/t�/L Date: 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 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 ust be i cl ded with his rmit before the final approva ill be issued. Installer: _ �' Final approval: Date: a 1211 D q ;, c4 -L GOU CIVIL ENGINEERING An Employee -Owned Company August 27, 2004 Carla Block Pitkin County Env. Health 130 S. Galena Aspen, CO 81611 Re: Polsky ISDS HCE Proposal No. 2031018.00 Dear Carla: GLAND SURVEYING High Country Engineering, Inc. (HCE) has reviewed the underdrain system proposed by John Olson Builders for the ISDS tank located at the Polsky Residence Barn. This system consists of 2' deep gravel installed under the tank with a 4" perforated wrapped pipe that daylights m, across the driveway. We believe this will adequately convey groundwater away from the tank and that hydraulic pressure from the soil will be negligible. Please attach this letter to the permit, so it may serve as a design change to the submitted ISDS plan. Sincerely, HIGH COUNTRY ENGINEERING, INC. 4r 5DNeal, P.E. (455 f Principal 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 970.945.8676 phone 970.945.2555 fax A1. www.hceng.com 14 Inverness Drive East, Suite F-120 Englewood, CO 80112 303.925.0544 phone 303.925.0547 fax PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER I i i �01 C- 1G Owner's Mailing Address City, State, Zi NIcA,C) I(-(-INOi5 �'����P Business Phone: ��2�7z� Home Phone: c�`t7 `2 I� ' �% E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name Company A-LIIP4 CCr1M72vC R0N1/ r-It ^l Contact Mailing Address `� F:::: M/ City, State, Zip Business Phone: Cell Phone: Fax: E-mail Address: 1 Parcel ID # (available from assessor's office �7 t� 0g at 920-5160 or at www.pitkinassessor.or) Street address of property C -&O I -�DPt2(S C �� �j(flU1�YV1(5 S CU Legal Description: Lot rn2fC5 +, Block Filing Subdivision 5 7-91 `7 %L $(o GJ Size of lot: 144--1 acres. Type of proposed structure: Frawl/flfstdekt Total square feet of house # of bedrooms (potential) in house.. Caretaker Unit: Attached Detached Total area(sq. ft.) of caretaker unit # of bedrooms (potential) in caretaker unit Permit is for: New Home (V)0 Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (V If community system: Name of system 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 permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The 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. ti Signature of applicant �� ( 17�/51�cl 1 Date 8 Received by Receipt #;" Date $ l3 D G:\isds\isds applic\isdsapp rev050103.doc r S/6 54 - phone 970-920-5438 fax 970-920-5077 0405 Castle Creek Rd, Aspen CO 81611 e-mail carlab@ci.aspen.co.us FaX To: Ralston From: Carla Block Fax: 544-5665 Pages: 3 Phone: Date: 9/9/03 Re: septic permit CC: High Country Engineering ❑ Urgent 0 For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle If you have any questions regarding this permit, please give me a call. Also, when you give this permit to your installer make sure they also have the attached Sept. 5 letter from High Country engineering and are aware they can only dig 1 foot below existing grade. Thank you, Carla 00.., ASPEN/PITKIN ENV*meONMENTAL HEALTH DEPARTI44NT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms in Main House 4 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 800 State Review Required? no Perc Rate 60 (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 1400 Absorption Area (=Q/ 5 X SQRT perc rate) A = 2168.8707 sq. ft. of absorption area required 140 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: A = 1518.2095 sq.ft. w/30% bed reduction 1084.43534 sq.ft. 50% trench reduction 98 gravelless chamber units 70 gravell ss chamber units Type of system: []Absorption trenches []Absorption bed [] r ess chambers []Dry well []Seepage Pit []Other (type) Minimum tank capacity 1750 gallons SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 Printed on Recycled Paper • . 1 Na SEPTIC PERMfT RE4tttREfrFOftff Date: -1170 1,04 Owner's Name: Project Name: Address -of Property: (o q- a j Building Permit number: .r - .. - of Project -ii �i3i�a_� _� x- +! as Remodel does- not 'increases the -b beam=cant- €xisting_septic system is d=f #i iis sae-prop-ct ywcI C > F ,V , New-buitdmgsdo-notneed-aseptiesystem-(ii.e. garage, shed, barn, efc.j Project is not located -in the -area of the existingsepiie system No septic Permit is required for this project.- No further revieukis-requir" E.nvironmentat Health. M04 . FOOD-SERVICE-FACUTY This-facititycontains a retail food establishment. Environmental- Health has reviewed and approved the plans. 0405 Castle Creek Road. Suite 10 Aspen. Colorado 8 161 1 Apr -29- 2004 1:10PM HI COUNTRY ENGINEERING No.7528 P. 1%1 r,GnVrtP1^ �NCIN� SING April 2$, 204 Carl& Block Pitkin County Env. Health 1301 S Gafena Aspen, CO 81611 Re: Polsky ISDS HCE Proposal No. 2031018.00 Dear Carla: High Country Engineering, Inc. (HCE) has reviewed the affect of adding a powder room for the proposed residence and believe that the use of this room would not impact the ISDS. The reason is that the main use of this room would be by residents_ ofthe-home_ Therefne-the addition of a powder room to the barn would be insignificant, and requires no change to the ISDS,. Please- attach this -letter -to th@ peuuij,_o_it nW. aerYe as. a A.esign �hange_.to..the subruitted Sincerely, HIGH COUNTRY ENGINEERING, INC. R erNeal, P.E. Zg0W5t P-rincipaT �, � X. 1517 8fake Avenue, Suite 101 14 lnvemess Drive Fast Suite D-136 Glenwood Spmo,CO 81601 Englewood_CO 80112 Telephone (970) 945-8676 - Fax (970) 945-2555 Telephone (303) 925-0544 - Fax (303) 925-0547 I( AUG -11-21103 CION 03:27 PM FAX NO. P. 02 in July 31, 2003 Environ HarleyEllis 401 West Superior Chicago, IL 60610-3430 Attention: Ms, Despina Souhlas Subject: Percolation Testing Polsky Residence East Sopris Creek Road Pitkin County, Colorado Job No, GS -3978 As requested, we have performed percolatio g in the area of the planned percolation field at the subject site. Our nical engineer directed excavation of the percolation pits on July 26, 2003, proximate locations of the percolation pits are shown on Figure 1. Graphic logs of the soils exposed in the pits are shown on Figure 2. Our field representative performed percolation testing in the pits on July 29, 2003. Test results are presented on Figures 3 through S. Our percolation test results indicate that a design percolation rate will be 60 minlinch or slower, We understand that High Country Engineering will design the individual sewage disposal system (ISDS). We appreciate the opportunity to work with you on this project. If you have questions, please call. Very Truly Yours CTLITHOMPSON, INC. James O. Kellogg Staff Geotechnical Engineer JDK:JM.cd (6 copies sent) Reviewed by: John Mechling, P.E. Branch Manager CTL./THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE 9 GLENWOOD SPRINGS, COLORADO b1 G01 ■ (970) 9.16.2809 AUG -11-2093 MON 03,27 PM Nor rOIVA,, y FAX N0, �� fM�lj. per; �•.iH N!• ;,:', •F• •,'•,•,• ( .I.. ,,, jt ' �/� •fir ;• '•.l.• :'!,' .1, ,f. •�' Yv � .>,', .,'ice+ ,�•,• •�•,�; ,', ,•�.;� +'1 }fit`.\'.�,,�.;,\�: ��• ���,, At •`• �;,�,+�„�, i►`� .�:i�.�i�,• �`•. icy, +' �':�,.� ;:•:. P. 03 0 LL o 0 E� o0 41n d . h".110 I-Cl4•'n AUG -11-2003 MON 03:27 PM FAX NO, P. 04 7310 ,y 7305 C c a a 7300 7295 Profile P-1 P-2 P-3 EI=7307 E1t�7306 E1=7307 EI=7309 n H 0 n LEGEND: Sandy clay "tops" and ® roots, moist, dar4wn. © Clay. sandy, stiff to medium stiff, moist to very moist, brown. (CL) E 15 NOTES: 1. Pits were excavated on July 25, 2003 with a backhoe. The profile pit was backfilled Immediately after excavation operations were completed. Z. Locations and elevations of pits are approximate. SUMMARY LOGS OF PERCOLATION PITS Job No. GS -3978 Fig. 2 AUG -11-2003 MON 013:27 PM FAX NO. P. 05 SATURATION AND PREPARATION DATE: 07128/03 TIME AT START OF SATURATION: 12;00 pm PERCOLATION TEST DATE: 07/29103 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) ~M 39 TIME AT START OF INTERVAi, 12:00 12:15 12:30 12:45 TIME INTERVAL (MINUTES) 15 15 15 15 DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) -• -- 0.25 _. 7ERCOLt RA (MINIINCH) "` 60 . START OF END OF INTERVAL INTERVAL (INCHES) (INCHES 2.75 2.75 2.75 2.75 2.75 3.0 3.0 3.0 P-1 1:00 15 3.0 3.25 0.25 60 1:15 15 3.25 3.25 -- -' 1:30 1:45 15 15 3,25 3.25 3.25 3.25 .. .. 2:00 15 3.25 3.5 0.25 60 2:15 15 3.5 3.75PO.25602:30 2:45 3:00 15 15 15 3.75 3.75 3.75 3.75- 3.75 3.75 - `- E;NW,' ON HARLEYELLIS P06.50 RESIDENCE Fig. 3 CTLIT JO0 NO. GS -3975 Alii -11-203 MON C3;28 PM FAX NO. P. 06 SATURATION AND PREPARATION DATE: 07/28/03 TIME AT START OF SATURATION: 12:00 Pm PERCOLATION TEST DATE: 07129/03 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS ENVIRON HARLEYELUS POLSKY RESIDENCE Fig. 4 CTL1T JOB N0. GS -3978 r TIME AT START OF INTERVAL - TINIE INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER NCS s) PERCOLA- TION RATE (MINIINCH) HOLE NUMBER DEPTH (INCHES) START OF INTER(INCHES INTERVAL OF (INCHES) P-2 v 39 - 12:00 12:15 15 15 2.0 2.25 2.25 2.75 0.25 0.5 60 30 12:30 15 2.75 3.0 0.25 60 12:45 15 3.0 3.5 0.5 30 60 60 1;00 15 3.5 3.75 0.25 1;15 15 3.75 4-0 0.25 - 1:30 15 4.0 4.25 0.25 60 1.45 15 2.75 3.25 0.5 30 2;00 15 3.25 3.5 0.25 60 J 2:15 15 3.5 3.75 0.25 60 2:30 15 3.75 4.0 0.25 60 2:45 3:00 15 15 4.0 . 5 4.25 0.25 4.5 0.25 60 60 ENVIRON HARLEYELUS POLSKY RESIDENCE Fig. 4 CTL1T JOB N0. GS -3978 AT,x-11-2003 MON 03:28 PM FAX NO. P. 07 SATURATION AND PREPARATION DATE; 07128103 TIME AT START OF SATURATION: 12:00 Pm PERCOLATION TEST DATE: 07129103 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVALER (MINUTES) DEPTH 70 WATER TG-HGE DEPTH (INCHES) PERCOLA- TION RATE (MINIINCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) 7 7P7-371 44 12:00 15 3.25 3.25 12:15 12:30 15 15 3.25 3.5 3.5 3.75 0.25 0-25 60 60 12:45 15 3.75 4.25 0.5 30 1:00 1:15 15 15 4.25 4.5 4.5 4.75 0.25 0.25 60 60 1:30 r 1:45 15 15 4.75 3.25 5.0 3.5 0.25 0:25 60 60 .__. _ 2:00 2:15 15 15 3.5 3.5 3.5 �� �- 0.5 30 2:30 15 4.0 0.25 60 2:45 3:00 15 15 4.25 4.5 4.5 1 4.75 0.25 0.25 60 60 ENVIRON HARLEYELLIS POLSKY RESIDENCE Fig. 5 CTU/T J08 N0. GS -3978 ' PJJG 07 '03 03: 40PP1 0, H, K&G P.2 11 - _ _1a 'I IA A Mme„ Jan 1(3 1976 Julie Hane, Recorder Recoption Niunber: Recorded at I i r{' dAMEI� AGREE¢1ENT AND DEED OE E6SE1*2241 This AGREEMENT and DEED OF EASEMENT, made this '31st day Gof June, 1976, by and between G&EEN^ ESTATES P,,, a Colorado C"Poration (hereinafter called "Green Estates"), end LITTLE ""'LK CREEP: ASSOCIATES, a Colorado Limited Pertnerahip (hereirafter c)lled "Little Elk czeek")• WX'f NES§ETY: WHEREAS, Green Estates is the owner of tract of land in Pitkin County, State of Colorado, Which is more fully described as follows, to -Wit: A traot of land in Section 4, Township 9 SDUth, Range 86 West of the 6th Principal Mcrtdian beilg more particularly described as follows: Beginning at a point in the so;therly right. -of -way fence of a county road whence :he NE coxnt:r of said Section 4 bc4r5 N 7304",'41" E ;262.04 feet; then0e line of r 20 Sout:j 1922,06 feet to [he ao'rt�ieadter�y acre parcel; thence along aaid line cf 'Littic E11A Creek Vil':age Subdivision, B1otk 2 anj 3; thencL along said eaatprly line North 662.1( feet co a point ill said southerly right -of. -way fence; thence along said £ince S 88635'1-1" E 1300,00 feet to the point of beginning, containing 38.549 acres more or leas. wHEREAS, Little Elk Creek desire, to obtain a wete: line easement afff;eting the above describe+d property, and water lane and/or water tank easements affecting certain contiguous property. NOW TRF,REFORE, for and inconsideration of mueual ecvenants and agreements hereinafter set forth, and for othar good •3116 vaL+aable-onsiderations, the receipt End sufficiency of wlilch are hereby acknowledged, the parties hereto hereby agree as follows: x m 7 �N w� Green Estates does hereby giene and convey_Co Likele_i:lk Cal creek, an dM their respective 6uCce'SPNors and assignP:, a RerpeGual _ _ o craintain, replace right of way and leasement to construct, p ateMV m..�.,-..-- .- underffiround wiles, and other under� rou3ld and ramova v® buried water Pipe, .•.-...», ,�.. appurtenanaes 00, over, under end across the land which the un_er' ignod owns or in which the undernigned has any interest in t cs ..........jr, t_ 'li��. g �rhecl hereto following strip of 1sLd desk . �cx ` Wid incorporated herein. t S �L_ , e ;AUG 07 '03 03:48PM 0,H,K&G ..,�-.,-._.-.,.rte*-�-•- r , .' ... •,-rrMr•K.-� '%ate 62 This grant end conveyance also provides and includes the Eollowing rights for Little Elk Creek; of ingress and egress <.,ver, along and across the land owned by the undersigned to and from the above described strip of land for the purpose of exercising 811 rights herein ;granted, provided that such rights of ingresx sad egress shell 11ot unreasonably interfere with the use of said land owned by Creen Estates, its successors and assigns. The uod;_rsigned grantor, its and Chair respective ^successor$ end assigns, shall the following rhes which ere hereby_ reserved:^toi1seVthe surface Farea �of the easement end the-propsrty pt,ed,�such use to include the place-� „u��,"which the easementis loca _,.,�,,.._,.-..._x..�...-.-....,..-....._ ........,. ,_,._... �..«....r.,.-•- provided however, that no suchMuse will materially Ment of fences, , _ interfere with or damage rhe domestic water system or property of Little $ik Creek installed pursuanttothis agreement, of with mm said water system an the maintenance, repair and replacement of-....,�,. .,.�, property; FURTHER CONSIpERAT ION. Little Elk Creek grants unto Green j9. IN ..� ,.__....,............ etual Estates, its and their r�spectivs auccessors and assigns, s p P �..„.,.,,... .. Stem constructed by Little Elk-._Cree,k right to tap into the water 9y �...... - .. ._., ..,... __�.. __.,,� the easement granted,• providing the use will be at any point along limited to one single family residence. for domestic purposesµ Only, ._,........,. ....., .....__�M. _.. ,,...,w .. _.. �.- M., m WTw•or its 8Ucceesore or assigns shall impose a IP Little fik Crack, ._......,.-_.,........�_.- shall .....,.,�m ....._.... for the use of water u pan all Of the users of water from said charge water lsystem,�then Green Estates, its and their respectiveaueceasors and assigzts sha11'Pmy for water used by thele at tho same rate or H .�.,_",......... ,, usera uniform basis. c rates charged to all such other s onµ LittleElk Elk Creek~further agrees Chat after construction of ita facility in the right of way it will at its expense promptly restore the land as nearly as possible to its condition existing prior to coiMlencemant of construction, and thereaftet it will maintain tho game in such condition. In particular, Little Elk Creek shall use its beet efforts to prevent erosion of said land and Cake such remedial steps e8 may be necessary to restore any -2- aUG 07 '03. 03:49PM 0, H,K&G P.4 7rVal-,bi:. ,� p , q „ �, 65 land where_! erosior may have uccuurcd. IN WITNESS WHERFOF, Green E,tates, Inc.. an. UrC1e Elk Creek Associates have horeunto !i@c their respective hands the day and year first above written, UTTLF. ELY CRUX ASSort0j;s , a Colorado Umtrwd "artn@rs!.)ip by Ingham & Aseociatas, Ltd, General Partner. INCH M & ASSOCfATES, LTD. 1 By ,Jean C. Ingham, President By1 kQ ►ria. �C�A �o1'R. Dickerson, Secretary -3- MADOW OF COLITIRTNr, INC. B / i fly Pres dei nt `;ecrrtery AUG 07 '03 03: 49Pf1 0, H, i<&G P. 5 1 L L4•L. .�.L ,Yz I'r•4; 64 �I I; F-YH 91T "A" P� • W1Cer Tank Easement pescri Bion 4 A water tank easwioenc situate in Track 80, Section 33, 1'nwnsl,fp 8 f,Ltnne 86 .lost; of the 6Li, l'tineipla rlexidian haxng moxe particularly described as f.o7.10wa: aeg,nning at the point whence tho NE corner of section 4, TownwhiP 9 Sown, Range 86 west of the 6th Principml 14edi,dian bears S 68°24153" E 1643.65 feet, with all hearings conta5z�ed herein relative to record bearings of Little Elk Creek Village subdivision, a Blocks 2 and 3; thence la 04°27'10" W 50.00 feet: thence 5 b5°32'50" W 50.00 feet; thence 9 O4°27'10" E 50.00 feet; thence N 85'32'50" C 50.00 feet to the potnt of beginning. 'r , js.„ acer lime Gasoment Desari do A water line easementTownship 9 South, Range situACe in Section G, aL1 of the 66 West, and section 33, Township 8 South, Range 86 West, eacT, sideioflthedfol'lowinging 20 descrribedr centcrJ.i.Te�nd lying, 10 ier.l url gegLnning at a Point on the easterly boundary li.r.a of Littl.ce Elk c%i'nnk Village Subdiviaicn, Block 3, whence the Northeast. corner of Lit 1 of said subdivision bears North 22,09 feet, also whencr: the Northr.asc corner of said Section 4 bears N 79'48'00" E 3'326.58 feet,, with all bearings contained herein relative to record oearin$s of Said l. le Elk Creek Village Subdivision, Blocks 2 and 3; thence 5 8 8048'144"" L 1: 385.37 feet; thence S 70'55'20" E 59.15 feet; thence N 89"51'51" C 55.46 feet; thence N 71°47'54" E 101.70 feet; thence S 8727151" F. 176.53 feet; thence N 0733'48" E 228.17 fee,; thence N 22046123" E 262.15 feet; thence N 35'08'45" E 35.58 feet; thence N 52022'40" F. 41.14 feet; thenee N 57,39113" E 324.03 feet; thence N 63°59'44" E 201.75 feet; thence S 83"46'06' E 97.83 feet; thence N N4005'34"E 1: 126.60 feet; thence N 88 33 54 E 60.86 feet; 196.76 feet; thence N 17'21'17" L 141.80 feet.; thence N 31°29'13" r- 104.24 being'lengthened fortshr[ccneddonithe of tine westerly end to terminate on said easterly boundary line of Little Elk Cr9ek Village gubelivisi0n, Block 3. All be` -ng situate in the GounCy of Pitkin, State of Coir..ade' 07/25/2002 16:18 FAX 312 707 9020 POLSKY HOLDINGS IA002 458896 IIIIIIIIlIIIH� Page: 101 IllIIIIIIIIIII011111 j O9,z0,200 IZ I III IIIA IIII IIII 1 .55P SILVIR DAVIS PITKIN COUNTY CO R 0.00 D 0.00 DETERMINATION OF THE HEARING OFFICER OF THE COMMUNITY DEVELOPMENT DEPARTMENT OF PITKIN COUNTY, COLORADO, GRANTING APPROVAL TO THE GRANNY ENTERPRISES 1041 HAZARD REVIEW, CONCEPTUAL SUBMISSION AND CARETAKER DWELLING UNIT Determination No.016-2001 RECITALS 1 • Granny Enterprises ("Applicant) have applied to the Pitkin County Hearing Officer for 1041 Hazard Review and Conceptual Submission approval to establish a building envelope that will encompass a single family residence, caretaker dwelling unit, and agricultural facilities. 2. The property is zoned RS -30 PUD and contains 38.66 acres. 3. The property is located on East Sopris Creek Road and is more specifically described in attachment A. 4. The Hearing Officer heard this application at a duly noticed.public hearing on August 28, 2001, at which time evidence and testimony were presented with respect to this application. 5. The Hearing Officer finds that the building envelope avoids slopes exceeding 30 percent, has minimal impacts on wildlife and riparian habitat and has mitigatable wildfire hazard. NOW THEREFORE, BE IT RESOLVED by the Pitkin County Hearing Officer that approval is hereby granted to the Granny Enterprises 1041 Hazard Review, Conceptual Submission, and Caretaker Dwelling Unit for a building envelope. I . The Applicant shall adhere to all conditions and material representations made in the application and public meetings except as amended herein. 2. The Applicant shall record a 24 X 36 inch mylar 1041 Hazard Review Site Plan in accordance with Section 5-70-040 of the Land Use Code. The site plan shall also be submitted in digital format for integration in to the County Geographic Information System (GIS) prior to submission of a building permit. 3. The Applicant shall obtain an access permit from the Pitkin County Engineer prior to building permit submission. 4. The Applicant shall submit, for review and approval by the County Engineer, a Construction Management Plan in accordance to the Asset Management Plan, prior to building permit submission. The Construction Management Plan shall indicate that vehicles associated with construction (i.e. employee traffic, construction vehicles, 07/25/2002 16:20 FAX 312 707 9020 POLSKY HOLDINGS Hearing Officer Determination No,Q 1'3-2001 Page 4 13. Any disturbed areas of vegetation outside of the building envelope shall be revegetated with beneficial browse species per Code Section 3-80-080. 14. Fencing outside the building envelope shall be prohibited. 15. Surface and ground water flows shall not be diverted away from any existing wetlands, streams or existing ditches 16. Only plant species that are identified by the Pitkin County Revegetation guide as being appropriate for riparian or wetland areas, or native species found to occur on site but not listed in the Pitkin County Revegetation Guide may be introduced into or used for revegetation of any existing wetland or riparian habitat area. Planting or introduction of any other plant species shall be prohibited. 17. An orange safety fence shall be required around the construction site (not extend beyond the building envelope) to prevent unnecessary vegetation disturbance during construction. 18. Although there are no identified wetlands within the approved building envelope, any wetland or riparian areas disturbed during construction must be mitigated at a 2:1 ratio with native riparian plants according to revegetation plan to be submitted by the applicant and approved by the Land Management Department prior to issuance of a Certificate of Occupancy. The plan must contain the following elements: A. The name of the project; B. The name, address and phone number of the person preparing the revegetation plan; C. The name, address and phone number of the person(s) responsible for executing the plan; D. If applicable, the availability of irrigation water and, if available, the amount of water, the name of the ditch company and the method of delivering water to the site. E. A brief narrative describing the planting and seeding methods; F. A description by scientific names of the species of plants to be used, seed ratios and source, and container size or caliper measurement of plants to be installed. G. A drawing of the site with the location of the plants to be installed shown clearly. 19. The building envelope must be set back at least 30 feet from the Little Elk Creek high water line per code Section 3-50-040 (A). 18. The Caretaker dwelling unit shall comply with the following conditions A. unit shall remain less than 700 net livable square feet. B. kitchen shall contain at least a two burner stove with oven, standard sink, and at least a 6 -cubic foot refrigerator plus freezer. C. One off-street parking space shall be provided for the unit. IIIIIIII 45@996 IIII Page: 4 of 7 III III I 11111111111loll 111111111111111109/ 0.200 00 SILVIq DRVIS PITKIN COUNTY CO 112.55P R 0.00 0 0.00 0005 07/25/2002 16:18 FAX 312 707 9020 POLSKY HOLDINGS Hearing Officer Determination No. OB2001 Page 2 staging and deliveries) shall not violate County Law, such asp arking on County rights-of-way. 5. No development, including garage, landscaping, vegetation removal or disturbance, and well/septic, shall be permitted outside the approved building or access envelope. 6. If any structures are built downhill of any existing ditches on the properrtyty, those ditches must be culverted to avoid flooding pursuant to code section 3 - those , 7. The Applicant shall comply with the following wildfire mitigation measures: Defensible S ace: Note: Actual vegetation manipulation to meet these conditions may not be necessary where the natural vegetation patterns have already fulfilled these conditions. A. Brush, debris, and non -ornamental vegetation shall be removed within a distance a 10 foot perimeter of all structures. B. For a distance of 10 feet around all structures, establish and maintain vegetation at 6 inches or less. Woody vegetation shall not be planted in this perimeter and flammable material shall not be stored within this perimeter. C. Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels a minimum of a 30 foot perimeter around a structure built on flat ground. D. 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 not exceed 10 feet. All measurements shall be from the edges of the crowns of the fuels. E. Beyond a distance of ten feet around all structures, evergreens (i.e. spruce, pines) shall be planted with a minimum of 10 foot spacing between as measured from the outermost branches. The lower limbs of these trees should be removed up to half the total height to eliminate ladder fuels. Planting of aspens is encouraged especially in clumps. F. All branches from trees and brush within the 30 foot perimeter shall be pruned to a height of 10 feet above the ground and removal of ladder fuels from around trees and brush. G. Tree crown separation within a 30 foot perimeter shall have a minimum of 10 feet between the edges of the crowns. This does not apply to mature stands of Aspen trees where the above recommendation for removal of ladder fuels have been complied with. H. All branches which extend over the roof eaves shall be trimmed and all branches within 15 feet of the chimneys shall be removed. I. The density of fuels within a 100 foot perimeter around all structures shall be reduced where natural reduction has not already occurred. J. All deadfall within the 100 foot perimeter shall be removed. K. The Applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. IIIIIlII 458896 IIIIIIII page: 2 of 7 IIIIIIIIII IIIlilllll III III VIII ILII 09,2 SILV, 0D 0, 12. LR DAVISpRVIS PITKIN COUNTY Co 55P R 0.®0 II 0.00 [in 003 07/25/2002 16:19 FAX 312 707 9020 POLSKY HOLDINGS Hearing Officer Determination No.Ot6-2001 Page 3 8. The Applicant shall comply with the following additional wildfire mitigation standards: A. Roofing: New roofs shall have a non-combustible roof covering on a class A, assembly roof system. Wood shake/shingle roof coverings and flat roofs (up to a 3.12) pitch are prohibited. B. Vents shall be screened with corrosive resistant wire mesh with mesh one -fourth - inch (114") 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 shalt be stored on a parallel contour a minimum of 15 feet away from any structure. F. Weeds and grasses within the 15 foot perimeter shall be maintained to a height not more than 6 inches. G. Firewood/wood piles shall be stacked on a parallel contour a minimum of 15 feet away from any structure. H. Swimming pools shalt accessible to Fire Department vehicles. I. Fences shall be kept clear of brush and debris. J. Wood fences shall not connect to any structure. K. Any outbuildings or additional structures shall adhere to the same standards as structures. L. Fuel tanks shall be installed underground with an approved container. M. 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 aboveground 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. N. Each structure shall have a minimum of one pound approved ABC fire extinguisher placed in a visible and accessible location. O. Addresses shall be clearly marked with 2 inch non-combustible letters and shall be clearly visible at the primary point of access from the public or common access road and installed on a non-combustible post. P. New utility lines shall be buried. 9. Native vegetation must be maintained outside the building envelope as long as it complies with the wildfire mitigation standards stated above. 10. Exterior lighting on the property must comply with any applicable lighting ordinance or master plan at the time of building permit issuance. 11. Dogs on the property shall be kenneled pursuant to Code Section 3-80-080. 12. The Applicant shall comply with the 2001 Wildlife Protection Ordinance No. 010- 2001 for waste storage. Compliance with the condition shall be verified by the Pitkin County Wildlife Biologist prior to issuance of a certificate of occupancy. 458896 �II Page: 3 of 7 II I�I III 1IIIpill IN 1111111111111111R 05 9/26/ ILVIq DAVISDgVIS PITKIN COUNTY CO 2001 12.55P R 0.00 0 0,00 07/25/2002 16:20 FAX 312 707 9020 POLSKY HOLDINGS U006 Hearing 0ffcer Determination No.�` 2001 Page 5 D. A deed restriction for the caretakerdwelling unit shall be recorded prior to certificate of occupancy approval for the caretaker dwelling unit. E. Prior to Certificate of Occupancy for the caretaker dwelling unit, a site visit shall be conducted by the Housing Office. 19. Floor plans of the caretaker dwelling unit shall be provided to the Housing Office prior to building permit approval. 20. Pursuant to Ordinance No. 022-2000, the Applicant is subject to the Fair Share Requirements and shall pay a road impact fee as calculated at the same time as building permit issuance. 21. Floor area shall be limited to 5,750 square feet exempt from growth management. Floor area shall be calculated based on the definition in effect at the time of building permit submittal. 22. 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 August 28, 2004. II�INIIIIII I 458696 I�I�II III IIIII Page; 5 I 01 1 7 2001 �IIII)!!ii II + 09/ 0/ IllllIIIIIIII III 2 III 2.55P SILVIR DAVIS PITKIN MUNTY Co R 0.00 D 0.00 07/25/2002 16:21 FAX 312 707 9020 POLSKY HOLDINGS ' Hearing Officer Determination No.CEr2001 Page 6 no NOTICE OF THE PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY ON THE 28th DAY OF JULY 2001. APPROVED ON THE 28th DAY OF AUGUST 2001. PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTY RIGHTS IN THE ASPEN TIMES WEEKLY ONS a00 ATTEST: Isabel Calderon, Administrative Assistant APPROVED AS TO FORM: :Jo,hn Elyo ey Case #P56-01 P1D# 264504200004 III I I it III III III I If I I Ill I 458896 I Page: 6 of 7 09/2 I I I 0/2001 SILV[A DAVIS P1TK1N COUNTY CO 12.B5P R 0.00 D 0.00 HEARING OFFICER OF PITKIN COUNTY, COLORADO es R. True Hearing Officer Date: APPROVED AS TO CONTENT: q Cindy Houben, Community Development Director fA 007 0 07/25/2002 16:21 FAX 312 707 9020 POLSKY HOLDINGS 00,2 Q008 uaLc vi c uIiUy _ �IDr'tiL 1. Name of Insured: 1� 41w1► /`t -;F. Pjb1 ENTEP.FF:ISE?. Ii1C. EMFL_)YEE RETIREMENT TPUCT 2. The estate or interest in the land described herein and which is covered by this policy is: FEE S IMF ,LE 3. The estate or interest referred to herein is at Date of Policy vested in: :JRANNY E11TEP.PRI4ES , INC. EHFLCjYEE RETIPEMENT TFU2T 4. The land referred to in this policy is described as follows: A tract of land in Section 4, Township 9 South, Range tn5 Wcet ,f the oth Principal Meridian being more particulariv described as f -y 11 s Beginning at a point in the southerly right-of-way fence of a �_ounty road =whence the UE corner of said Section 4 bears N 7_°GO 1i., E 2264.4E feet; thence South 1927.36 feet to the northeasteriv lin= of a 20 -acre parcel; thence along said line N 45010'06" W 1832.7' feet to a point on the easterly line of Little Elk Creek Subdivisin , Filing No 2. County of Pitkin, State of Colorado; thence along=ad _ easterly line North 662.10 feet to a point in said southerly - ri,jht-of-wa_i fence; thence along said fence S 88053'55" E 1086.30 feet; thence S 88023'47" E 213.72 feet to the point of baQinnina. County of Pitkin, State of Colorado AUTHORIZED COUNTERSIGNATURE Page 2 I I 458896 II Page: 7 of 7 {t I I I I I f 09/ �I 20/2001 12 SILVIA DAVIS PIT: COUNTY CO R 0.00 D 0.00 Stewart Title of Aspen, Inc. 602 E. Hyman Aspen, CO 81611 303-925-3577 -STENVART TITLE. GUARANTY COMPANY _ FLOOR PLAN POlsky Residence 6,401.00 EAST SOPRIS CREEK ROAD SNOWMASS, COLORADO 81654 Date: Issued For: 04.05.07 CLIENT REVIEW 04.24.07 PERMIT 06 off PERMIT � P 6- Cght®2007 401 weal Superior Chicago, Illinois 606103430 1 USA HARLEY ELL { S 312.951.6863 (telephone) D E Y E R E A U X 312.951.1719 (facsimile) hadeyellisdevereauz.com Project Number. 2006-40072 Drawn By: CAD Checked By: FB8 Approved By: HPJ Sheet Thee: BASEMENT FLOOR PLAN Sheet Number: A1.2 1.n ENVIRON fLAFJ L- ELLIS 1 7291 ly--X—XVY•AX lix ••�uYw1•'”"""'M- xYX ""'"'n W. �6 Y Y Y Y W. 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W i • i `\ i i i i W i i i i i i i� i; i W W i W Y W i W i Y W W W W i i i i W W Y i W 'i i W i W Y W i W Y W Y i W Y W i i W Y W W W i''i'1 Y Y iI W Y W Yji- W Y Y W W Y Y Y W W Y i W i .. i W W W i W i i W Y Y Y i W W Y W i W W W W W W W W W W W i, W i Y Y . i i ♦ WW W ♦ Y W Y Y W W Y Y W W i i W W W W W i i ♦ W- W W i W W W W Y Y W W Y Y W Y W W W Y Y Y Y W i Y W W Y Y W W Y Y W Y W W Y Y IY W W W • Y \":r .. W Y r W W.' ♦ W Y W W Y W W W W Y W W W W Y W W W W Y Y Y Y Y Y Y W Y Y Y Y I W W i i .r •' • i W W W W W W W W W i � W W W W W W W Y W W W W W W W W W W '1' - W i\W i \w i• i.W i i W W W W W W W W i W Y W W W W W Y W W W W W W W W W W W W W YIW W W SITE PLAN ,•=sao• POLSKY ASPEN ASPEN COLORADO 221494:;o 22 aL oa..... BrNs DS tiPHMi(I � 411E Prt6ER1Y tF pj�q�u sm lNE tu�P1S uFAS OdbS ND DEiILC M1S 9n f0E 1R Ebo1�♦[Q1C 1xO.Etf.Vq�9W1�11nT IE14fD Nt M1Y RM]Y 1N/.I5[fhRx � 11E �PFF�IIFD 101E1.w 1�iOLIFippM' PVmf65 Pl SITE PLAN Al 00 O ��355'9�pn RIDGE T.O. RIDGE ,`� i�-,,4 � ! it '/� !� J / ` �f Jf1 /�J✓t J j// `�. • _ �.\ /i/i �; ,l f r&rr lc,'. jr. �'fj•/l Ja �rl. //....o +1332'-0" J, N IN LEVEL ,DSffE PLAN r,M ^\ Vo rio 1711' 71mi T.O. RIDGE ENVIRON HAR FI ELLIS POLSKY ASPEN ASPEN COLORADO 22749 NJ20DY112149/. NS DS lvmwr c nM (01111® 6 ME MOVIX1'/ 6 FM�01 CMD31S 6 OE9tYi .IID OET p1�1rtD f>A M 116 9E>f1C HroF.cT � 9i'AN I�.HR'11MPIf DE WTJS'Ief1FN gMYN1 6I]M1M u' MO 16FhME NRV93 011��a� ENLARGED SITE PLAN A100.1 T.O. RIDGE �1-, V Qo CN ;`� ;. , .•� +1355 -6 ENVIRON HAR FI ELLIS POLSKY ASPEN ASPEN COLORADO 22749 NJ20DY112149/. NS DS lvmwr c nM (01111® 6 ME MOVIX1'/ 6 FM�01 CMD31S 6 OE9tYi .IID OET p1�1rtD f>A M 116 9E>f1C HroF.cT � 9i'AN I�.HR'11MPIf DE WTJS'Ief1FN gMYN1 6I]M1M u' MO 16FhME NRV93 011��a� ENLARGED SITE PLAN A100.1 CAP 4• a CUT MOLE IN TDP OF SOLID PIE INFILTRATOR UNIT FOR INSTALLA710N OF INSPECTION / RR00��l!GHENE WELL PIPE . OOIFGNGG ,F / � O 72' 0 4' 0 PERFORATED PIPE 0 / \ M. INSPECTION WELL DETAIL N.T.S. REMOVABLE PVC INSTAL` MARINER 15 TO BE BURIED FINISH GRADE — NATURAL BACKFILL 12: MIN, COVER -4J6 MAX. COVER 4' COUPLING 4' SEWER LINE NATURAL GROUND J TRENCH BOTTOM IEVEI AND ROUGH ENEDINfILTRA'OR UNIT J8' TRENCH CROSS TRENCH CROSS SECTION N.T.S. UhArnll. �t,ALE w a Ia0 xw ( IN FEET ) 1 inch - 80 6t. 4' RISER 4' 45' SWEEP BETA 4'K 4'K 4'—/ 1N PVC WYE CLEAN OUT ASSEMBLY SEWER CLEAN OUT DETAIL N.T.S. A p. 00 VIgNITT MAI" SCALE: 1"=�2�0 U i. ALL CON5TRUCTION SHALL BE 1]61i/ -N AC1�E WITH THE PITKIN COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH THE SUCHCONTREQUIREMENTS OR SMALL BERRESPONSIBL HOT E FOR L SUCH LI OSPE TEDCTFILROETHE TAALISRAS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. FLOW FOR BED: 4 BEDROOMS • 2 PERSONS/BEDROOM 700 GALLONS/PERSON/DAY + 47,9 GPD FOR STEAM SHOWER/LAVATORY/TOILET FOR EXERCISE ROOM IS: 847.9 CPD AVERAGE DAILY FLOW. DESIGN FLOW s 1.75 • AVERAGE 1484 GPD (0) •••INCREASE BY 2016 FOR USE OF GARBAGE GRI NOERS, 0.1781 GPD... SEPTIC TANK: MINIMUM TOTAL TANK SIZE: 0 • 1 DAY/24 HRS • 30 HRS a 2227 GPD INSTALL ONE 2500 -GALLON TANK WI iH BAFFLE •.• INSTALL EFFLUENT FILTER IN IT TANK OUTLET. STANDARD ABSORPTION AREA: A T.—PERCOOLAT I ON RATE 80 min./in. 7781 2759 SF USE OF STANDARD INFILTRATOR UNITS IN TRENCH CONFIOURAIION: 5016 REDUCTION RE •• (2759 SF •0.50) O 15.5 SF/UNIT, 90 UNITS D IN A TRENCH CONFIGURATION (NINE 10 UNIT TRENCHES). QUIRE 3. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, TO PREVENT INFILTRATION, 5, TOPSOIL COVER MAY BE VARIED (WITH I FOOT MINIMUM) TO ALLOW LANDSCAPING. 8 INSTALL N O STARISERSFAFOOTCESSARNALOGBAI NG ALL ACCESS POINTS TO W 7. AS AA`LOMINIMUM 0 STTAANCESONERAND SLOPESTS MAY BE MEETTAHOSEECESSARY REOU[RED. LONG B, iFIELD AREASUSIV. E G DRAINAGEE SWALESFASENECESSARYAY FROM ABSORPTION 9. SOILS A�N,�DSONACTNC?,OJOB NOR GSION 3978R. DATED 4ULULYOM 1IX1 PROVIDED 2OOZ ED BY 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. d_ T MUST E OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNTY. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY, 8ACKWASH OOR FLU R FI LTERSOSHOU D NOT BEERSE INTRODUCED INTO THISRSYSTEM,ATER SOFTENERS 12, INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS LESS THAN 5.0 FEET. 13 THE NGINENGINEER CONTACTEDSFOR SITE INSPECTION PRIOR TO E 14. DESIGN OET OPSSOILABSOPTIOVEEONY INGRSANDYC S RCLAYY TO AOPROFIIL LLEI DEPTH OF 91FEET. 15, SITE PLAN INFORMATION FROM ENVIRON HARVEY ELLIS. 1. ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH. 2. THE BOTTOM OF EACH ABSORPTION TRENCH SHALL BE LEVEL. J NECESSARY. FACETRENCHS, AS E PROVRUENDFFBOFROMVE AENTERTNCDA950RPTEON AREA. 4. TRENCH LATERALS SHALL FOLLOW CONTOURS, 5.INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS e. TRENCH BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION, 7 AND USEOFRUBBEROF ATIRERVEHICLESLOVER ABSORPTION AREAD IS TO BE NE RTSWWET PROHIBITED R RCEXISTING ITLCTI ATIA BACKFILL SHALL CONSISTOFONSITE SEEOR PIT -RUN MATERIAL, 9. IN ALL TRENCH CONFIGURATIONS, SERIAL DISTRIBUTION SHALL BE USED INSTEAD OF EQUILATERAL DI STRI DUTION TO INCREASE SETTLING TIME AND PROTECT THE BACTERIAL BIO -MAT. PROJECT NO. 2031018.00 I Land LarvqLlal -� 5tnado; G,IDn Situated 1fl Section 4 Yownshyp Y Swh� pn��oTTIet 2280. Range 9d fflest f the AA real MerdwN Akin Camio� Colorado Notes 1) THE PROPERTYSHOWN HEREON IS SUBJECT TO ALL EASEMENTS. RIGHTS -OF -WAYS. OR OTHER RESTRICTIONS AS NOTED ON A TITLE INSURANCE COMMITMENT REFERENCED HEREON, AS SUCH ITEMS AFFECT THIS PROPERTY 2) NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE (3) YEARS AFTER YOU DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT W THIS SURVEY BE COMMENCED MORE THAN TEN (10) YEARS FROM THE DATE OF CERTIFICATIOI SHOWN HEREON. 3) RIVER CITY SURVEYS WILL NOT BE RESPONSIBLE FOR ANY CHANGES MAGE TO THIS DOCUMENT AFTER IT LEAVES OUR POSSESSION. ANY COPY, FACSIMILE, ETC.. OF NIS DOCUMENT MUST BE COMPARED TO THE ORIGINAL SIGNED, SEALED AND DATED DOCUMENT TO INSURE THE ACCURACY OF THE INFORMATION SHOWN ON ANY SUCH COPY, AND TO WSURE THAT NO SUCH CHANGES HAVE BEEN MADE, 4) ANY SUBSURFACE UTILITIES NOT SHOWN HEREON. WERE NOT MARKED BY APPROPRIATE UTILITY COMPANIES AT THE TWE OF THIS SURVEY CLIENT/CONTRACTOR MUST CONTACT SPECIFIC UTILITY COMPANIES TO VERIFY BOTH THE LOCATION AND DEPTH OF REJECTIVE UTILITIES, ADDITIONAL SURVEYING WORK MAY BE REQUIRED TO SHOW ANY SUCH SUBSURFACE UTILITY LOCATIONS ON THIS DRAWING. RIVER CITY SURVEYS WALL NOT BE RESPONSIBLE FOR PROTECTION OF SUBSURFACE UTILITIES NOT MARKED ON THE GROUND AT THE TIME OF THIS SURVEY. 5) DATE OF SURVEY DECEMBER, 2000 THRU APRIL, 2013. 7) BEARINGS SHOWN HEREON ARE RELATIVE TO A BEARING OF N.ODW'00'E. BETWEEN AN "COE PONT AT THE WESTERLY PROPERTY LINE. AND THE NORTHWEST PROPERTY CORNER OF 'THE SUBJECT PROPERTY, BOTH CORNERS BEING MONUMENTED AS SHOWN HEREON. g) THE SOLE PURPOSE O THIS SURVEY WAS TO SURVEY TOPOGRAPHY, GREEK LOCATIONS, AND OTHER CERTAIN FEATURES AS SPECIFIED BY THE CLIENT. AND TO MONUMENT THE PROPERTY COWERS OF THE SU"CT PROPERTY, AND THIS MONUMENTED LAND SURVEY, AND RESULTING LAND SURVEY PLAT DO N07 REPRESENT ANY OTHER TYPE OF SURVEY, SUCH AS A COMPLETE IMPROVEMENT SURVEY, IMPROVEMENT LOCATION CERTIFICATE, ETC. 9) THIS MAP IS ALSO BASED UPON THE FOLLOWING DOCUMENTS, o PROPERTY DESCRIPTION SHOWN IN BOOK 573 AT PAGE 552 OF TME PITKIN COUNTY RECORDS. > THE GRANNY ENTERPRISES 1041 HAZARD RENEW SITE PLAN. RECORDED IN PLAT BOOK 58 AT PAGES 85 & 86 OF THE PITKIN COUNTY RECORDS, O A PARCEL OF LAND SITUATED IN SECTION 4, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE O COLORADO SAID PAROL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHERLY RIGHT-OF-WAY FENCE O LITTLE ELK CREEK ROAD. FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 4, A QLD. BRASS CAP STANDARD MONUMENT BEARS 1,0350'11'E. A DISTANCE OF 2260.46 FEET (RECORD TE): THENCE SOOYlOOO'E., ALONG AN EXISTING FENCELIKE, A DISTANCE O 1.927.36 FEET TO THE NORTHEASTERLY LINE O A 20 -ACRE PARCEL. THENCE ALONG SAID UNE, K45'10'06 -W., A DISTANCE OF I, 832.73 FEET TO A REBAR AND ALUMINUM CAP, PLS r 5933 AT AN EXISTING FENCE CORNER AT THE EASTERLY LINE O UiRE ELK CREEK SUBDIVISION, FILING N0. 2, COUNTY OF PITKIN. STATE O COLORADO, THENCE ALONG SND EASTERLY ONE. N.00 OD'E.. ALONG AN EXISTING FENCELINE. A DISTANCE O 662.10 FEET TO A RBAR AND ALUMINUM CAP. PLS 0 5933 AT THE SOUTHERLY RIGHT- GF-WAYP SAID ROAD, THENCE 5.8853'55-E. ALONG SAID RIGHT - O - WAY , A DISTANCE OF 1,086.30 FEET, THENCE S.BB723'17'E., ALONG SAID RIGHT -O -WAY, A DISTANCE O 213.72 FEET TO THE PONT OF BEGINNING, SAID PARCEL CONTAINING 38.66 ACRES, MORE OR LESS. Acceptance for Deposit This Plat Is accepted for deposit in the Onto, or the Clerk and Recorder of Pitkin County, Colorado, this day of 20____, in Survey Book __ on Page under Reception No. Pitkin Comty Qerk k Recorder FNling Information: Saotion(s).4 Township. 9 South Range: 88 West of the 8th P.L. YLV11M MAP SCALE: 1 INCH - 2000 FEET I, DAVID A. COOPER, BEING A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF COLORADO. DO HEREBY CERTIFY THAT ON THIS DATE. April 15. 2003, THIS LAND SURVEY PLAT. WAS PREPARED FOR MICHAEL POLSKY, BY RIVER CITY SURVEYS. LLC., FCR GRANNY ENTERPRISES, INC. UNDER MY ORCT SUPERVISION AND CHECKING AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS DOCUMENT WAS PREPARED WATHOUT BENEFIT O A CURRENT TITLE INSURANCE COMMITMENT, AND DOES NOT REPRESENT A TITLE SEARCH BY RIVER CITY SURVEYS, L.LC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. ALL INFORMATION SHOWN HEREON REGARDING OWNERSHIP, EASEMENTS AND OTHER ENCUMBRANCES OF RECORD WAS OBTAINED FROM, AND SUBJECT TO A TTLE COMMITMENT PROVIDED BY STEWART TRE O ASPEN. INC., ORDER DDO27777-C2. DATED XLY 1. 2002 David A. Cooper Colo. Reg. P.LS. • 29030 For, and on RehaR of 0 0 River City Surveys, L.LC. X91 LANA M C) 0 1 W W %Nw W /W W W W/ 4" X 4"-- U 0 W uw TREATED w -ELEC. JCT. BOX a w POST ,Q O w j 2" AIR VENT = U 0 Z A RISER(S) TO ILj GROUND SURFACE- °. o CA�' ULK/SEAL WELL 2" FEEDER LINE TO FIELD, SLOPED AT INLET : , 1/8" PER FT. MIN. ' SHALL DRAIN BACK TO TANK AFTER EACH PUMP CYCLE. z° 4" SCHEDULE 40 ENCASE NK T (LINE FROM RESIDENCE A "ALARM" iv QUICK DISCONNECT OR UNION 0. ON" COIL AND TIE AN w ADDITIONAL 10' OF z WEIGHT °•�, WIRE FOR PUMP 4 REMOVAL w N SUBMERSIBLE WASTEWATER PUMP "OFF" a SET PUMP APPROX. O 8" OFF FLOOR d a M.. .4 G NOTES, 1. SWITCHES TO BE MERCURY FLOAT TYPE, 2, FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK. (CISTERN) AT 4 DOSES PER DAY FOR THE RESIDENCE AND 1 DOSE EVERY 3 DAYS FOR THE BARN SITE. 3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION. 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP. 5, PUMP SHALL BE CAPABLE OF AT LEAST 30 GPM O 20 FT OF HEAD FOR THE RESIDENCE. PUMP SHALL BE CAPABLE OF AT LEAST 10 GPM 12 FT OF HEAD FOR THE BARN. (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.) 6. ADJUST FLOAT SWITCHES TO ALLOW 1/4 OF THE AVERAGE DAILY FLOW PER CYCLE, ONCE FINAL TANK IS SELECTED. DOSING TANK ARRAN GEM EN T N.T.S. SOLID PIPE \/�\\�� SIDES RO GHENED COU ING . 0 12" y/��% 0 1 ��\.\ O 36" REMOVABLE CAP CUT HOLE IN TOP OF INFILTRATOR UNIT FOR INSTALLATION OF INSPECTION WELL PIPE / INSPECTION WELL DETAIL. N.T.S. 4" 0 PERFORATED PIPE NATURAL BACKFILL r 12" COVER NATURAL GROUND TRENCH BOTTOM LEVEL AND ROUGHENED 36" 80 USE PLASTIC TIE STRAPS TO HANG 2" 0 PERFORATED PIPE IN INFILTRATOR UNITS, 5' MIN TATER LEVEL AS DETERMINED BY HOLES DUG BY CONTRACTOR ON 8/22/03 H CROSS SE N. T. S. 12" INFILTRATOR UNIT GRAPHIC SCALE 0 30 80 120 ( IN FEET ) I inch = 60 ft. REMOVABLE PVC CAP INSTALL MARKER IF CAP IS TO BE BURIED FINISH GRADE -\ 4" COUI 4" SEWER I 4" PVC 240 BEND CLEAN OUT ASSEMBLY SEWER CLEAN OUT DETAIL N.T.S. VICINITY MAP SCALE: 1"=2000' ACRAL. NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. FLOW FOR BED: RESIDENCE 4 BEDROOMS * 2 PERSONS/BEDROOM * 100 GALLONS/PERSON/DAY + 47.9 GPD FOR STEAM SHOWER/LAVATORY/TOILET FOR EXERCISE ROOM IS: 847.9 GPD = AVERAGE DAILY FLOW. DESIGN FLOW = 1.75 * AVERAGE = 1484 GPD (Q) BARN 8.4 GPD FOR 1 BATHROOM SINK + 24.8 GPD FOR 1 TOILET IS 33.2 GPD = AVERAGE DAILY FLOW. DESIGN FLOW = 1.75 * AVERAGE = 58.1 GPD (Q) TOTAL SITE 1484 GPD + 58.1 GPD = 1543 GPD (Q) RESIDENCE SEPTIC TANK: MINIMUM TOTAL TANK SIZE: Q * 1 DAY/24 HRS * 30 HRS = 1855 GPD INSTALL ONE 2000 -GALLON TANK WITH BAFFLE ***INSTALL EFFLUENT FILTER IN SEPTIC TANK OUTLET*** BARN SEPTIC TANK: MINIMUM TOTAL TANK SIZE: Q * 1 DAY/24 HRS * 30 HRS = 73 GPD INSTALL ONE 750-GALLDN TANK WITH BAFFLE ***INSTALL EFFLUENT FILTER IN SEPTIC TANK OUTLET*** STANDARD ABSORPTION AREA: A = Q Jt Q=MAXIMUM FLOW 5 t=PERCOLATION RATE = 60 min./in. 1543 60 = 2390 SF _5 USE OF STANDARD INFILTRATOR UNITS IN TRENCH CONFIGURATION: 50% REDUCTION - (2390 SF *0.50) 0 15.5 SF/UNIT, 77 UNITS REQD EXISTING TRENCH AS INSTALLED WITH RESIDENCE IS 75 UNITS (5 15 UNIT TRENCHES). DUE TO MINIMAL IMPACT FROM BARN, TRENCH MODIFICATION IS NOT NECESSARY. 3. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, TO PREVENT INFILTRATION. 5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW LANDSCAPING. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN ONE-HALF FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION FIELD AREA USING DRAINAGE SWALES AS NECESSARY. 9. SOILS AND PERCOLATION INFORMATION FROM INFORMATION PROVIDED BY CTL THOMPSON, INC., JOB NO. GS -3978, DATED JULY 31, 2002, 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNTY. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 12. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS LESS THAN 5.0 FEET. 13. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO BACKFILLING OF SYSTEM COMPONENTS. 14. DESIGN OF ABSORPTION TRENCHES BASED ON SOIL PROFILE INDICATING 2 -FEET TOPSOIL OVERLYING SANDY CLAY TO A PROFILE DEPTH OF 9 FEET. 15. SITE PLAN INFORMATION FROM ENVIRON HARVEY ELL IS. 1, ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH. 2. THE BOTTOM OF EACH ABSORPTION TRENCH SHALL BE LEVEL. 3. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND TRENCHES, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. 4. TRENCH LATERALS SHALL FOLLOW CONTOURS. 5. INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. TRENCH BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION. 7. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA IS PROHIBITED 8. BOULDERS EXISTING WITHIN THE TRENCH SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL. 9. IN ALL TRENCH CONFIGURATIONS, SERIAL DISTRIBUTION SHALL BE USED INSTEAD OF EQUILATERAL DISTRIBUTION TO INCREASE SETTLING TIME AND PROTECT THE BACTERIAL BIO -MAT. RECORD DRAWING FEBRUARY 4, 2005 J Arm V 0 � ~ U U InV O zyo Z � a iaai X01 NCQ W O *i ws ®6ss 6�1 N � z � V 07 v, u' j z Wv NuV O w r O Wh _M D� lzW z to = 'a x W0. L z oIX W m U ,d, iA . x� 0 "no x PROJECT NO. 2031018.00 0526 I U 0 W uw z� w a w ,Q O w j = U 0 Z A o ILj W az pw o PROJECT NO. 2031018.00 0526 I