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HomeMy WebLinkAboutpitkin.eh.264324301001 -264324301004 (Circle R Master File)CIRCLE R RANCH Onsite Wastewater Systems: OWS # 1 OWS # 2 OWS # 3 OWS # 4 OWS # 5 OWS # 6 2643-234-01-001 Historic House 0185 Circle R Road Historic Garage 0169 Circle R Road Agricultural Barn 0195 Circle R Road 0 Granary 0155 Circle R Road 0 Pump House 0181 Circle R Road Old Toll House 2643-243-01-002 Natal Cabin 0061 Circle R Road Electrical Station for Subdivision 0245 Circle R Road Yeary Residence 0264 Circle R Road Elliot Residence 0265 Circle R Road Water Tank 0260 Circle R Road Building Envelope # 5 Old Log Structure by Bridge 2643-244-01-003 Water Treatment # 2 4301 Woody Creek Road Acton Residense 4305 Woody Creek Road Building Envelope # 7 4415 Woody Creek Road Building Envelope # 8 2643-244-01-004 Water Tank 4801 Woody Creek Road Graham/Wyly Residence 4811 Woody Creek Road Water Treatment # 3 4815 Woody Creek Road Matthew Residence 4819 Woody Creek Road Underground Water Storage Tank i. vo MEMORANDUM To: Suzarme Wolff, Community Development Department From: Nancy MacKenzie, Pitkin County Environmental Health Department Date: December 5, 2002 Re: Two Mile Ranch Minor Amendment to a Development Permit Parcel ID # 2643-094-00-001 SUMMARIZE APPLICATION: Establish "Activity envelopes" for the On-site wastewater systems (OWS) serving building envelopes 5 (OWS 6), 7&8 (OWS 4), and 9&10 (OWS 5). The Pitkin County Environmental Health Department has reviewed the details of the Two Mile Ranch application under the authority of the Pitkin County Land Use Code and has the following comments. A site visit was made on November 26, 2002 with a representative from Beach Environmental. The water system for these building envelopes has not been established. A central water system and/or wells has been discussed, but not finaled. The location of any well(s) would need to meet required setback distances from the OWS. No further septic permits will be issued until a water supply is in place. There should be no vehicle traffic or construction staging in any areas proposed for the absorption areas of the OWS. It is best to design systems so that the septic tanks are close to the houses or buildings they serve to provide a short run to the initial stage of treatment which occurs in the septic tank. The leach fields can be a farther distance away from the tank since the effluent has had some treatment and there is less risk that sewer pipes will clog. Another reason the tanks and equipment for some of these system should be located close to habitable buildings or entrances is because they are equipped with audible and visual alarms in case the systems are not operating properly. OWS #4 The mound for the septic system is not designed in the best area. The toe of the mound is exactly 50 feet from Woody Creek. Because of the design flow of the system, the state requirement is that the setback distance should be 250 feet. The engineer has designed an advanced treatment stage and has made a statement that the 50 foot separation between the proposed absorption area and the creek is appropriate to prevent contamination. This is allowed by State and County regulations. Printed on R,eyd,rd Pape However, since there is adequate area on this property to design the system farther from the creek, Environmental Health has been in discussion with the representative from Beach Environmental and the engineer to reconfigure the design to keep it farther away from the creek. This could be in an area that is not within the proposed "activity area". Ground water was observed by the engineer at ground surface during the fall, so this site needs to be re-evaluate by the engineer and Environmental Health again during high ground water season next spring to determine the best location for the mound. Because of ground water, a mound design is required to raise the system four feet above the level of the ground water. OWS #5 The area designated for the drip field is an appropriate site for this type of system. It is up and away from the creek, on level ground, and is un -treed with good sun exposure. The tanks and equipment for this system should be located close to habitable buildings or entrances because they are equipped with audible and visual alarms in case the systems is not operating properly. OWS # 6 This site was not accessible due to deep snow cover. It must be evaluated by Environmental Health and the engineer in the spring and during the season of high ground water. It appears that the proposed leach field area is very close to the river. Ground water and set back distances from the creek could be a concern. The proposed design and size for the leach field will need to be re-evaluated when more soil testing can be done since the soil data was not collected uniformly in the area of the field as is required. Printed on Recycled Paper EXHIBIT k PARCEL T PARCEL A Lot 15 and those portions of Lots 0, 9, 14, 16 and 17 situate in Saction 23 of Township 9 South, Range 85 Wesz o= the Sixth principal Meridian, described as follows: Beginning at the East Quarter Corner of said Section 23; thence North 83`15' West 2266.64 feet to an angle poiar in the boundary of land described in Decree recorded February 13, 1969 in Book 239 at Page 430 in the Office of the Cleric and Recorder of Pitkin County; thence South 07'02' West along said boundary 2230.17 feet to the Southwest corner of said Lot 17; thence East along the Southerly boundary of said Lot 17 to an angin point in the: boundary of land described in Quit Claim Deed recorded January 7, 1965 :n Book 211 at Page 126; thence North 81"1B' East 411.48 feei:, South 76131' East 244.16 feet and North 38"27' East 223.61 fear-, all along boundary of land described in said Book 211 at page 126 to a point on the Easterly boundary or said Lot 17; thence North along said Easterly boundary of Said Lot 17 to an angle point in the boundary of land described i.n Quit: Claim Deed recorded December 21, 1964 in Book 210 at Page 488; thence North 3E1027' East 310.96 feet, and North 36'08' East 396,36 feet, along boundary of land described in said Hook 210 at Page 408, to a point on the Southerly boundary of Lot 15; thence East along the said southerly boundary of said Lot 15 to the Southeast corner of said Lot 15; thence North along the Easterly boundary of said T-ot 15 to the point of beginning, EXCEPT'Zt1G THERnFFROM, a strip of land sixty feet in width being thirty feat on each side of the center 3.ine of a road through and across the Northeast Quarter of said Section 23 as descr.lbed, to the woody Creel: Toll Road company, in quit: claim deeds r�---coxded September 28, 1891 in gook 93 at Page 289 and recorded October 3, 1891 in Book 93 at Pzigc 292. PARCEL B ALSO, a parcel of land situate in Section 24 of Township 9 South, Range 85 west of the Sixth Principal Meridian described as follows: The Ndrth Flalf of the Northwest Quarter of Clic Southwest Quarter; the Southeast Quarter of the Northvtcst Quartar or the Southwest Quarter; the South Half of the Northeast Quarter of the Southwest C2uarter; the NorthcL-zist Quarter of the Southeast Quarter of the southwest Qt2artr2r; the Southeast Quarter of the Northwest Quarter of the Southeast quarter; the North EIalf of the Southwest. Quarter of the Southeast Quarter; the Southwest Quartet: of the Northeast Quarter of the southeast Quarter; and the North Half of the North Half of the Southeast Quarter of the Southeast Quart�:r. EXCEPTING TE{I;RC;EI20M, a strip of land sixty feet in width being thirty feet on each side of the centerline of a road through and ac;'70ss the West Half of said Section 29 a:: described in Quit Claim Deed to Woody Creek Toll Road Company recorded September 26, 1891 in Hook 93 at Page 285. 11111111111111111111111111111111111111111111111 IN 1111 4361629 10/14/1999 01;43P RESOLUTI DAVIS SILVI 8 of 9.R 0.00 p 0.00 N 0,00 PITKIN COUNTY CO R•" Z•QITDIT A (Concinued). VARCEL C ALSO; H.E. Survey No. 210, embracing a portion of Section 24 in Township 9 South of Range 85 West and Sections 19 and 30 in Township 9 South, Range e4 West of the Sixth Principal Meridian, more particularly described as follows: Beginning at Corner No. 1, identical with the corner to said Sections 24, 19 and 30; thence South 89'53- (,lest 10.50 chains to Corner No_ 2; thence North 031021 East 9.91 chains to Corner No. 3; thence North 89'50East 10 chains to Corner No. 4; thence North 00'06' East 0.71 Chains to Corner No. 5; thence South 89'38' EA3t 1.71 chains to Corner No. 6; thence South 51'07' East 21.47 chains to Corner No. /; thence South 31110' East 11.41 chains to Corner No. 8; thence North 71'23' West 21,97 chains to Corner No. 1, the point of beginning_ EXCEPTING from t�je above Parcels A, B and C land conveyed to Cora Louise Natal, Dennis Stanley Natal and Ronald Matthev, Natal, by Warranty Deeds recorded March 7, 1986 in Book 506 tit Page 750 under Reception No. 276166, recorded Marcv, 7, 1986 in Book 506 -CP_ Page 715 under Reception No. 276167, and recorded March 7, 1986 in book S06 at Page 752 under Reception No_ 276168, PARCEI, 11 ALSO, zeal property in Township 9 South, Range 85 West of the 6th Principal Meridian in Section 23: Lot 15, and a tract; of land describad as follows: Commeric=ng at the East Quarter Corner of said Section 23; thence N. 62'44' W. 2.131.3 fMet; thence South 155.7 feet; thence East 1221.4 feet to the point of beginning, AND in Section 24: NWIIIWISWj PARCEL TIT ALSO, real property in Township 9 South, Range 85 West of the 6th Principal Meridian in Section 24: E�NwlswisE}; NElSW}SE}; SF.IN(41SEi; SWINZISE}; 'and WINiSE33 PAR`z-:1, Iv ALSO, H. E, Survey No. 210, embracing a portion of Section 24, Township 9 South, Range 65 West of the Sixth Principal Meridian and Sections 19 and 30, Township 9 south, Range 04 West of the S.xth Principal Meridian, as more particularly described in Patent No, 827515 dated October 8, ]9211 Reception. No. 105985 of the Pickin County records, and the: E�NjNJSEjSF'j, Section 24, Tov,nshi.p 9 South, Ranee 85 West of the Sixth Principal Meridian. - 111111111111111111111111111111111111111 III 111111111111 436626 10/14/1999 01:46P RESOLUTI DAVIS SILVI 9 of 0 R 0,00 C 0.00 N 0.00 PITKIN COUNTY CO �5 Lu 0 ILI a. L- AND131i50AT (.'#ON(j"F EA R architecture & plcnning P. 0.11OX 178 34411 WOODY CREEK RD. Woody Creek, Ci) 111656 TEL 970.922.0151 FAX 970.922.0151 FILE: X.DWG DATE: DRAWN BY: BK CHECKED BY: BK ISSUE: M141031 SCALE: 1"=125'-0" wl © 2001 ARCHITECTS F- U w Q ry CL ANDEARSON CO�(:RR arch itectu re & picnning P.® 0. BO 1788 g p RD .14411 WOODY t.li.EEK . Woody Creek, (10 816,56 TEL 970.922.0151 FAX' 970.922.0151 lot ! W i t t. !, FILE: X.DWG DATE: DRAWN BY: BK CHECKED BY: BK ISSUE: REVISIONS: SCALE: P=125' -O" Q 2001 ARCHITECTS 0 9 q I mmm m MOM ANDERSON coxcrR crch it ectu re & picnning P. (1.1301 178 34411 WOODY ("MEM RD. Woody Creek, CO 11165(i TEL 970.922.0lil FAX 970.922.0151 MASTER PUN '�--�= ��i 2 MILE RANCH WOODY CREEK COLORADO 'srg ;,}� '� �Fl LE: X.DWG DATE' s j � -W- DRAWN BY: BK CHECKED BY: BK MEN, 1�:±•v�.f4 �ki,r. .; �� ------- ISSUE: REVISIONS: SCALE: 1"=125'-O" si (D 2001 ARCHITECTS Com% \ i 1.0 AEWELOPE 1 ! \ 1A L X 0.7 No i / o i 71 IkPpDPOScD BRIDGE Hydro Mill maor oad