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Home My WebLink Aboutpitkin.eh.264523210001 (1998) Bunkhouse-CDUPermit It '�t wlyl 5 - Type Type of permit Name of Owner Street Address As VPitkin Environmental Health Depar )i it Pe, for an Individual Sewage Disposal S, m 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5197 Parcel ID # -2- &`{ S - Z 3 Z - l 6) - Ua / Property legal description "77 2 %/ Size of lot 5 - DD �S Total square footage of Water source 1?`& E # of bedrooms in house Z # of offices, lofts & similar sized rooms in house Caretaker unit _tie j Total square footage of the caretaker unit 2� # of bedrooms in caretaker unit -2-# of offices, lofts & similar sized rooms in caretaker unit j Designed for what # bedrooms Permit information Designed by FF C), C - rt Mailing Address 'rl 2-r3- Perc rateJ j Profile hole depth Depth to groundwater or bedrock C 1� Septic tank capacity 21z�F3 L Absorption area "2-'-167 C.x�•T�l�i^ / / 3 85�//0�`- l � -Z� � i�/�-, 30 �% ire�:.rc�G� CommentsUj" t� LLS e die l� Gari�i5<�r�TiyJ desi� c� 5 Z b&a/S '6 -2 L /!� �� % GI J� C" G< 7?1- GSI c3?iGi r 6' d ,/ten- M h 57-,6 & Permit approved by:l,,/ V 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 must be included with this permit before the final approval will be issued. Installer: Final inspection approval: 112�9i1 Date: 11 ASPE' "ITKIN ENVIRONMENTAL HEALTH r ')ARTMENT APPLICA , ION FOR INDIVIDUAL SEWAGE DIEtr JSAL SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 �D Name of OWNERAO'?a' C4? Owner's Mailing Addressa a --A0x 1361 8411" AON 411"AO Z Business Phone: 9/�'' 7li3— ?64a Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name Company Contact Mailing Address {� . ,9. A60X X30 Business Phone: lwZ "3,4&O Cell Phone: /—ft -M; -7/5Z P#Fax : %D'gz,� Parcel ID # (available from assessor's office at 920-5160 or at www.aspen.com/assessor/) Street address of property lid %- 7-k 1/S77- -Z 3 z / o 0 0 14//4-0 Gff-P' / Vt711& Z Legal Description: Lot ,Block Filing Subd1visi n Size of lot: 9�� acres. Type of proposed structure: Size of bldg. envelope: Total square feet of h used (off # of bedrooms inhouse l -f- # of offices, lofts & similar sized rooms in house Caretaker Unit: Attached ( ) Detached (x ) Total area(sq. ft.) of caretaker unit '21 # of bedrooms in caretaker unit 2- # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home (X) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System If community system: Name of system (�1 c1�� J L,62� j �`�j�,d' The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If apprd'v�al akes' longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 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 Aspen/Pitkin Environmental Health Department, Pitkin County and emplo ees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The pe construct is issued on information submitted by the applicant or his/her representatives. The owner assu resp sibi' y in case of failure of the system. Signature of applicant Date T/ g Received by _1. [Lw 6-xA "A Receipt # Date -7- 2 -ci Y yP, CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS December 20, 1999 Brikor Associates, Attention: Briston Peterson P.O. Box 1361 Aspen, Colorado 81611 Subject: OWS Installation Observation, Proposed Residence Lot 9, Wildcat Ranch Pitkin County, Colorado Job No. 9797 Dear Mr. Perry, As requested, we observed the installation of the Onsite Wastewater System (OWS) at the subject site. The OWS was designed in our report dated July 24, 1998 under Job No. 9797. The OWS was installed for a caretaker unit and guesthouse consisting of seven bedrooms and greater than 6000 square feet of living area. The installed OWS includes: a 1500 -gallon two-compartment pre -cast concrete septic with an effluent filter for the caretaker unit; a 2000 -gallon single -compartment followed by a 1500 -gallon, single -compartment, precast concrete septic tank with an effluent filter for the guest house; a 1000 -gallon tank with dosing siphon, which serves both the caretaker unit and guesthouse; and two chamber beds. The flow equalizers were removed due to dosing and capacity of the distribution box. With one 4 -inch inlet pipe and two 4 -inch outlet pipes, the distribution box is of adequate size to accept and deliver a 500 -gallon dose. The OWS was installed in conformance to the plans and specifications presented in our design except for minor changes in locations of the components. If there are any questions, please call. CHURCH & spgciates; Inc., Edward O. P.E. sfoNAl ENG EOC/trp 3 copies sent fax copy to: 970.544.5583, Attn: Briston Peterson copy to APEHD, Attention: Nancy MacKenzie DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 12/20/1999 13:49 54455 BRIKOR COULTE PAGE 01 December 20, 1999 December 20, 1999 Edward Church Church & Associates 4502 Wadsworth Boulevard Wheat Ridge, CO 80033 Denver, CO 80033 RE: Job No. 9797 Lot 9, Wildcat Ranch, Pitkin County, CO Edward, Attached you will find Correspondence from Nancy MacKenzie of Pitkin County Environmental Health with regard to the above referenced project. Pursuant to her requested dated February 5, 1999, please adjust your report to reference "the distribution box will serve the 500 gallon, dose". She indicated that she spoke with you and you would make this adjustment. Please send me (3) three certified copies of a new report so I can forward the information to Nancy and keep for our file and record. Please do not hesitate contacting me at 970-948-5583 if you need any additional information. I look forward to your timely reponse ae we are trying to get our Certificate of Occupancy and this is causing a delay. SinVson Brinton Pe BRIKOR Associates, LLC Attachment, s CC: Nancy MacKenzie SRIKOR A86001ATZi *7;) 993 30BB TEL I POST O«IC[ Box 13al 1 970 ossa 3088 RAX AVR[Fi COLORADO viola FAX TO: Phone Fax Phone �' G 3 CC: tctj i2 a_3�bea� e— Date INumber of pages including cover sheet FROM: Nancy MacKenzie Aspen/Pitkin Environmental Health Dept 130 Galena Street Aspen, CO 81611 Phone 970-920-5076 Fax Phone 970-920-5074 IREMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please Comment ,)en / Pitkin Environmental Health Departmt•„ Contact Log Sheet - ,Parcel Date Person Spoken To A.• .. Comments Action to be Taken ..l RINNI MIN ��y • i / �/rc_. � � L� .SII_ _ ./l /�— i 07-24-1998 03:32PM FROM F 0 CHURH INC TO 19709205197 P.02 EOC E.O. CHURCH, INC. ENGINEERS & GEOLOGISTS June 24, 1998 Brikor Associates Attention: Carl Perry 495 Morrison Street Carbondale, Colorado 81623 Subject: OWS Redesign, Proposed Preston Residence Lot 9, Wildcat Ranch Pitkin County, Colorado Job No. 9797 Dear Mr. Perry, As requested, we prepared an onsite Wastewater System (oWS) redesign for the subject site. The redesign calculates septic tank capacities and field areas based on seven bedrooms. We have prepared an OWS design dated July 26, 1998 under the same job number, which was de- signed for 10 bedrooms as requested by your company. We understand the plans of finishing unfinished areas no longer exist. Subsurface conditions were investigated by CTL/ Thompson (CTL) under Job No. GS - 2022, dated November 15, 1996. SITE CONDITIONS - The site is a 500 acre parcel. The site has a moderate cover of grasses and scrub. The proposed field area has a gentle to moderate slope. The proposed structures will be served by a community water district. The water line is located within 50 feet of the proposed field area. PROPOSED CONSTRUCTION - A two bedroom caretaker unit and a two bedroom and one bunk room guest house is proposed. We understand Nancy Mac- Kenzie of the Aspen/Pitkin County Environmental Health Department (APEHD) has reviewed house plans and concluded the proposed construc- tion consists of seven bedrooms. A detached storage unit is proposed near the guest house. A detached garage is proposed near the caretak- er unit. The proposed OWS design consistsUsing the bedroomPitkin Cresi- dence greater than 6000 square feet (Sounty er- person with two people per standard of 130 gallons per day (GPD) p p bedroom and seven bedrooms, the sewage load for a greater than 6000 SF residence is 1820 GPD. Loading with a 1.75 peaking factor is 31.85 GPD. This loading includes a garbage grinder, dish washer, and wash- ing machine. SUBSURFACE CONDITIONS - A subsurface investigation was performed by CTL. Please refer to the CTL report for details presented in Appendix A. Subsurface conditions were investigated by drilling one profile hole and three percolation holes in the area of the proposed field. Subsurface conditions consist of a 2 foot organic clay layer, under- lain by clayey to sandy gravels with cobbles to the maximum depth explored of 10 feet. No ground water or bedrock was indicated. P.O. Box 2869 • Evergreen, Colorado 80439 925 East 17th Avenue • Denver, Colorado 80218 (303) 674-0660 FAX (303) 674-0813 (303) 832-9692 FAX (303) 832-3517 07-24-1998 03:33PM FROM ,F_ 0 CHURH INC TO 19709205197 P.03 2 During our site visit, we observed very large boulders at the surface excavated from a trench for the water and electric line. Percolation tests indicate results of 3 to 40 minutes per inch (MPI). The CTL report recommends the oWS be designed on a percolation rate of 15 MPI. RECOMML7NDATIONS - We recommend a septic tank and chamber -bed OWS be installed at the location presented on Fig. 1. The OWS design is based on an average sewage load of 1820 GPD and a percolation rate of 15 MPI. We recommend each structure be served by it's own septic tank near the structure and then a combined dosing tank. At the caretaker unit, we recommend a 1250 -gallon two-compartment precast concrete septic tank with an effluent filter at the outlet. At the guest house, we recommend a 2000 -gallon single -compartment precast concrete septic tank and a 1000 -gallon single -compartment precast concrete septic tank with an effluent filter on the outlet. The sewer pipes from each structure should connect before a 1000 gallon single com- partment precast concrete septic tank with a dosing siphon. The dosing chamber requires a minimum capacity of 500 gallons. An alter- native to the dosing chamber is installing a dosing siphon in a screened vault in the treatment units serving each structure. A SL dosing siphon in a screened vault in the second chamber of a 1750 tv gallon two-compartment precast concrete septic tank may be installed to serve the caretaker unit. A dosing siphon in a screen vault may be installed in the second compartment of the proposed 1500 -gallon two- compartment precast concrete septic tank to serve the guest house. We recommend the field be installed to serve both residences. A distribution box with flow equalizers should be installed to equally distribute between two 12 feet by 87.5 feet chamber fields. Each field will consist of 4 rows of 14 chambers as presented in Figs 1 and 2. A total of 112 chambers is needed. This configuration must be approved by APEHD . If APEHD does not approve of this configuration, we recommend the installation of a 21 feet by 10o feet chamber field. The field will consist of 7 rows of 16 chambers for a total of 112 chambers as indicated on Figs. 1 and 3. The proposed OWS is designed for a seven bedroom residence with great- er than 6000 SF of living area. if additional bedrooms are antici- pated, we believe the installation of a larger OWS at the time of original construction to accommodate any "build -out" size of the resi- dence is cost effective. The septic tank would have to be increased by 569 gallons of capacity for each additional bedroom. chambers.haddi- tional bedroom will require 248 SF of chamber -bed, OPERATION AND MAINTENANCE - The owner must realize an OWS is different from a public sewer system. The owner must be aware of and assume responsibility for maintenance of the system. We recommend the septic tanks be pumped and filters be cleaned (hosed off) every twyears. There are daily considerations such as not putting plastic or other nonbiodegradable materials into the septic system. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running toilet will consume in excess of 1000 GPD if allowed to run. As the system is designed for 1820 GPD, an excess 1000 gallon loading may flood and irreparably harm the system and stress the water supply. 07-24-1998 03:33PM FROME 0 CHURH INC TO 19709205197 P.04 3 LIMITATIONS - Our layout, design and recommendations are based on data submitted. If subsurface conditions different from those described in this report: are encountered, we should be called to observe the sub- surface conditions. If proposed construction is changed, we should be notified to evaluate the effect of the changes on the proposed system. All construction is to be in accordance with the Pitkin County 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 requirements of the ISDS regulations. The installer of the system is to be approved by the Pitkin County Health Department, and is to have demonstrated a knowledge of the ISDS regulations and requirements. The OWS design includes one installation observation. Additional observations are not included in the cost of this design. If there are any questions or if we can be of further service, please call. The Project Manager for this site is Corey Stricker. E. O. CHURCH, INC, C Joseph C. Kordziel $E�gg4 7-2 JCK/cbs 3 copies sent cc/fax: Aspen/Pitkin County Environmental Health Department, Attention: Nancy MacKenzie 07-24-1998 03:34PM FROM E 0 CHURH INC TO 19709205197 P.05 LO 9, WLDGA 7- RANCH P17KIN COUNTY, COL ORAD NOR TA ;,j S17F PLAN PROVIDED BY BILL POSS AND A SSO CIA TES A HON GE t"Itle s-Iii 2. DOSING S51P'll -INPR PRESENTED IN F7 r r n j aO 7FORM 12507, 2>t 7, CD Tf GtIESr H go 15 wt- &/�A,i ft� 00 L LON 5/*PN� MA 0! ni �A ,SEP 77C\ A tV00 GAL O�SIN&E COYPAR EN r; PRFCA S T CO21ICRETE SEP77C;TANK WH NI 0 CFF(L UEN T X TPR ON 7W e A 11 I/W 1060 GAL 151K E OM PRECAS com, WT H fv 0 e'k 875' CHAMBER FIELDS 5 OF 14 CHAMBERS PER FIELD OF 112 AND L OCA 77ON !DOSED OWS 07-24-1998 03:35PM 3- OR 4- PVC OBSERVATION/VENT PIPE 3- OR 4- PVC PIPE HUNG TO MANUFACTURERES SPECIFICATIONS TYPICAL CROSS-SECTION NATURAL GRADE FROM E 0 CHURH INC 12' 87.5' TO 19709205197 P-06 6' PIN. I GRAVELLESS CHAMBERS SPECFICATIONS DESIGN CRITERIA f 3' OR 4- PVC OBSERVATION/VENT PIPE D~� 1.5 l.5' -3� 3- 6' MM. GRAVELESS CHAMBERS TRENCH SPE=CIFICATIONS STRUCTURE - 7 BEDROOM RESIDENCE. )6000 SF LOADING - 130 GPD PER PERSON TOTAL LOADING - 0 - 1820 GPD PERCOLATION RATE - T - 15 MPI AREA - (1,75 X 0 X 4T)/5 TOTAL AREA - 2467 SF REDUCTION FOR CHAMBERS - 305, TOTAL AREA WITH REDUCTION - 1727 SF EFFLUENT MET FROM DISTRIBUTION BOX LENGTH - 87.5 FT WIDTH - 12 FT NUMBER OF FIELDS - 2 TOTAL PROPOSED AREA -1736 SF NUMBER OF CHAMBERS PER ROW - 14 NUMBER OF CHAMBERS PFR BED - 56 TOTAL NUMBER OF CHAMBERS - 2 - 56 - 02 TREAMENT UNIT SPECIFICATIONS PROPOSED CARETAKER UNIT - 2 PEOPLE/BEDROOM - 2 BEDROOMS - 130 GPD - 0 - 52.0 GPD TOTAL CAPACITY - 1,7S X 0 X 130 HOURS/24 HOURS) - 938 GALLONS RECOMMEDATION - 1250 GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET ALTERNATIVE - ONE 1750 GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH A DOSING SIPHON IN A SCREEN VAULT IN THE SECOND CHAMBER SUBSTITUTED FOR 1250 GALLON TWO COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER AND 1000 GALLON DOSING CHAMBER PROPOSED GUEST HOUSE - 2 PEOPLE/BEDROOM - S BEDROOMS - 130 CPD - 0 - 1300 GPD TOTAL CAPACITY - 1.75 X 0 X .130 HOURS/24 HOURS) - 2843 GALLONS RECOMMEDATION - 2000 GALLON SINGLE COMPARTMENT PRECAST CONCRETE SEPTIC TANKS AND ONE 1000 GALLON ONE COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER ON OUTLET ALTERNATIVE - 150 DOSINGSIPHON TWO COMPARTMENT PRECAST CONCRETE EPICATAW SUBSITUTED FOR 1000 GALLON ONE COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER AND 1000 GALLON DOSING CHAMBER RECOMMENDED TREATMENT UNIT INCLUDES A 1000 GALLON SINGLE COMPARTMENT SEPTIC TANK WITH A DOSING SIPHON. JOB NO. 9797 FF -LD DETAILS FOR RECOMMEADED RELD CONRGURATION RG 2 07-24-1998 03:35PM FROM E 0 CHURH INC TYPICAL. PLAN VEW . 3" OR 4- PVC OBSERVATION/ 3' OR 4' P . , HUNG TO MANUFACTURERES SPECIFICATIONS TO 19709205197 P.07 GRAVELLESS CHAMBERS TYPICAL CROSS-SECTION NATURAL--- - 1.5 SPECIRCATIONS 3' 3' OR 4" PVC OBSERVATION/VENT PIPE VELESS CHAMBERS SLOPE FOR < DRAMGE DESIGN CRITERIA TRENCH SPECIFICATIONS STRUCTURE - 7 BEDROOM RESIDENCE )6000 SF LENGTH - 100 FT LOADING - 130 GPD PER PERSON WIDTH - 21 FT TOTAL LOADING - 0 - 1820 GPD NUMBER OF FIELDS - I PERCOLATION RATE - T - 15 MPI TOTAL PROPOSED AREA - 1736 SF NUMBER OF CHAMBERS PER ROW - 16 AREA - (1,75 X 0 X,IT)/5 TOTAL AREA - 2467 SF NUMBER OF CHAMBERS PER BED - 112 REDUCTION FOR CHAMBERS - 30% TOTAL AREA WITH REDUCTION - 1727 SF NT INLET >ISTRIBUTION TREAMENT UNIT SPECIFICATIONS PROPOSED CARFTAKER UNIT - 2 PEOPLE/BEDROOM - 2. 6EDROOMS - 130 GPD - O - 520 GPD TOTAL CAPACITY - 1.75 X 0 X (30 HOURS/24 HOURS) - 1138 GALLONS RECOMMEDATION - 1250 GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET ALTERNATNE •- ONE 1750 GALLON TWO COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK WITH A DOSING SIPHON IN A SCREEN VAULT IN THE SECOND CHAMBER SUBSTITUTED FOR 1250 GALLON TWO COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER AND 1000 GALLON DOSING CHAMBER PROPOSED GUEST HOUSE - 2 PEOPLE/BEDROOM - 5 BEDROOMS - 130 GPD - 0 - 1300 GPD TOTAL CAPACITY - 1.75 X 0 X (30 HOURS/24 HOURS) - 2843 GALLONS RECOMMEDATION - 2000 GALLON SINGLE COMPARTMENT PRECAST CONCRETE SEPTIC TANKS AND ONE 101 )0 GALLON ONE COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER ON OUTLET ALTERNATIVE - A DOSING SIPHON IN A SECREEN VAULT IN THE SECOND COMPARTMENT OF A IS00 GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK SUSSITUTED FOR IOOD GALLON ONE COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER AND 1000 GALLON DOSING CHAMBER RECOMMENDED TREATMENT UNIT INCLUDES A 1000 GALLON SINGLE COMPARTMENT SEPTIC TANK WITH A DOSING SPHON. JOB NO. 9797 RELD DETAILS FOR OPTIONAL. RELD COWIGURATION FIG_ 3 r _.. E.O. CHURCH, INC. T with 4" Dia. Biotube® Effluent Filter w� N Septic Tank a A omnoo Systems® W PVC Spice Box */Cord Grip lnwmted m m _ - - -- - - - --- - -- late _ -` __ -- --- -- ------ -- Fiberg-0ss Casketed tid w"h m rJta•• Sit- $effili• `oils � inspection Access,•_• Slope Ground PVC Z. -ser wiCn Grorrmet(s) loser and Lid (atAway From R -:w ,l nd to tank adopter with o or rmr groand .�.� — -- recomr Inured adhotive) s saraace), N ....... _..._..._... _..... N m Conduit to ......:..:...... ," .<q'der CaMdgo 1-ondle o i Inkaaer _ ` :�crm ?onel �1A.ld rut to desirrd ht;ight) �, (cast or bolted) "x 't c _ I Condul Seel ) S A. T A Ada;,':er (cast or balled) K _.....�....._.ti_.............................._..._...._.. _. Irl:et Tee j i ';9 _..--_Vent Orifice Discharge _...._i.;, Liquid Level irgh Unvrl Al v I ! 2„ top ionc: i od::lat •Ig Diach-arge Orifices fl - ......_ ' Vaunt Inlet Ports o I i � 1 iltpr Ccr'.ridre � s ` ............._.._....... .._..._...._; ...._........._........................._...._........................._.._..............._...._....-f .,4.n0 �.�ies 3iotube :-�• :; uen' `, ler , _..._..._.,.._.. N) ._......... _............ .... _........ _............................ Ms,c'osuim The owners of w0. Church:. tnc. Ore 0190 Will .� S.C.G. ':rlorpri9cs, Inc, wIN0 c:str.bute Crocco Sfstcma Inc. pmdutts ?otemis j 4,439,323 & 5,492,635 ' oreign counts Yer:.cing EDW—TD-9 C- 1987, Orerco Systems, lr-e, Rev. 1.0 (2/98) JOS N0. 8797 nG. AlL nlst T UgOd Slope Ground Away From Wiser r0,- Cord Grp TO Counter A.... Dose covnf--r Moat -,--- Drawdown iarmil Wising Siphon 1 EquIvalent CiSC1C�re; "rte I n c. w1h h. own S,C.G. Enterpr�mm owners of EA CU 1pc, ore clso vi,bute Ohnco Systema In -C. Pr ,--F-Iborgloss Gaskettod Lid w LW CAJ Stainleas Steel BAR (bond to tank odapier with recommended adhesive) -nm 0 I" Vent V.P79 -- Tonk MOW 0 (cost or bol:'[eu� Discharge Rqlngs - flue it Discharge fire required) . .... ..... . .......... 2' Flexibler lose Asse".1bMY W11th Quick DL-40.-.-nect -'ofept # 4,439,323 V A' -Rev. 1.0 (2/98) !997, ommo Systems. in, FIG. 5 n 91 I E. 0. CHURCH, INC. 2" Dia: DosinSiphon System g orenoo systems® ID S CO F worg6aas wasketed I d with m 5tain'0'Qii Stool Bofts W j - FVC Rir wikh "r mm 3 (bond to tock adopter with recommended adhesive) Slope Ground 1" Vent Piping Away From Riser ;'p:a...... _... _... .ord C._.._....- ,w a.. __colt ' ap'Mr _ V-1 ;a�cit b .�... To Dose n� _ s• k1ounter Dis„^1 ►s; ;ne owners of EA Church, Inc, are :ISO own S.C.G. wn'eror'.ses, Inc, which distribute Drenco Sretems €rc. Prcaucts. Discharge F Ungs EM uent Cischarce 13a dia. rmaspor lint required) Vau,t InfcA Pv:'0.S 7u'yeth71ene Screen /rain. fart Screen,^d Siphon Vaal: 2" Pexible Hose Assembly with Quick Disconnect u AM 0 • ?c'•.ent 14,439,323 EDW -11)— 13 0 1997, Nr.c;o Systems, Ir -C. Rev, 1.0 (2./98) :nn Ain n'7A-1 FIG. 6 z n o 1 v Im ln.]at Tee Dose C,cuirde0oc:._,... ` L. _...i. A I ( 1 ...... O wdmn - Z.�...._... i { Dosing Sipmii a I{ 1 i ... . ............... _......... _............ _................._......... i i f _........................... _.._...._.._....:.._..x ........ _.._ ..................... ......... ................_. i Dis„^1 ►s; ;ne owners of EA Church, Inc, are :ISO own S.C.G. wn'eror'.ses, Inc, which distribute Drenco Sretems €rc. Prcaucts. Discharge F Ungs EM uent Cischarce 13a dia. rmaspor lint required) Vau,t InfcA Pv:'0.S 7u'yeth71ene Screen /rain. fart Screen,^d Siphon Vaal: 2" Pexible Hose Assembly with Quick Disconnect u AM 0 • ?c'•.ent 14,439,323 EDW -11)— 13 0 1997, Nr.c;o Systems, Ir -C. Rev, 1.0 (2./98) :nn Ain n'7A-1 FIG. 6 z n o 1 v Im 07-24-1998 03:37PM FROM E 0 CHURH INC TO 19709205197 P.11 APPENDIX A CTL/THOMPSON GEOLOGIC AND PRELIMINARY GEOTECHNICAL INVESTIGATION HOMESTEAD 9, WILDCAT RANCH DATE NOVEMBER 15, 1998 JOB NO_ GS -2022 JOB NO. 9797 07-24-1998 03:39PM FROM E 0 CHURH INC I I. TO 19709205197 P.12 - U GEOLOGIC AND PRELIMINARY GEOTECHNICAL INVEST IGAT10N PRESTON RESIDENCE HOMESTEAD 9, VILDCAT RANCH PTMN COUNTY, COLORADO Prepared For: Mr John P t c n C/o Coates Raid & Waldron P.O. Box 6450 Snowmass Village, CO 81615 Attontlon: Mr. George Huggins Job No. 09-2422 November 15, 1996 CTUTNOMPSON, INC. CONSULTING ENGINEERS 234 CeNraR ORIVE m GLENWOOD SPRINGS. COLORADO Cleo' s (970194S-2909 07-24-1998 03:38PM FROM E 0 CHURH INC TO 19709205197 P.13 Small cuts with rock waft facings may be required. A 'rock wall' Is generally a landscaping feature. Rock walls greater than appraodmately 6 feet In hetet do not provide, adequate resistance to lateral loads. If rock walls are used we suggest a maximum height of 6 feet. The wall should bQ battered at an angle of approximately 60 degrees, the width of the base of the will should be at least one-half the height and the wall face should be no steeper than 314 to i (hortrantal to vertical). 1IRoraraae The ground surface around structure should be shaped to provide for rapid run -of of surface water away from the structure and cif drive surfaces. We recommend slopes be at least 6 Inches In the first 6 feet. Roof downspouts and other water collection systems should discharge well beyond the limits of all baeidili around thri residence. Water should not be allowed to pond between residence and drive. Landscaping and site grading should provide for channelb itlon and directing of surface drainage down, around and away from the building and drhm. Areas where sheetwash can be expected to occur over ground surfaces at this site during spring anowmalt need to be protected from erosion. Proper control of surface run- off In also Important to prevent the erosion of surface solla. Sheet flow should not be directed over unprotected slopes. Water should net be allowed to pond at the crest or bottom of slopes. Permanent slopes should be rewegetated to reduce erosion. PERCOLATION TESTING We drilled six (6) percolation borings to approximately 4 feet deep and two (2) profile borings to approximately 10 feet deep. Locations of our borings are shown an Figure 2. our profile and percolation borings penetrated 0S feet of organic clays underlain by very dense, sandy to clayey gravels with cobbles to a maximum drilled depth of 9.0 feet No free groundwater was found in our borings during our field InveBfigatlon. Summary logs of the Boll penetrated by our borings CTGR as4m 07-24-1998 03:38PM FROM E 0 CHURH INC TO 19709205197 P.14 t are shown on Figure 3. Results of our percolation tests are shown on Figural 7 and S. We fgwmmend a design percolation rate of is loin/Inch. UMMAT1ONS Our borings were widely spaced to provide a general picture of subsurface canditions for site grading and preliminary planning of development. We recommend a design level soils and foundation ittveatig - W be performed at the budding location to develop foundation rtxommenions. . This Investigation was conducted In a manner consistent with that level of care and eldil ordinarily used by geotechnlcel engineers practicing in this area at this time. No other warranty, express or irnplied Is made. N we can be of further service lin discussing the contents of this report or the analysis of the influence of the subsurface canditlonB or the design of proposed construction, please call. ohn ilii '.P.s� ►-, Manager'=:; (3 coples, Sailt) U. Jab+ 8 cwr as.aaxx i 07-24-1998 03:39PM FROM E 0 CHURH INC TO 19709205197 P.15 �- W w 1-11 ` ` `OtZB"r�.i Ota �9 awls f f/ 4 � � t bd n i a / f ItiTo r 07-24-1998 03:39PM FROM F 0 CHURH INC TO TS -1 TS -2 Profile 8Ir8135 $i�a10b No. 1 20 Job No. 09-2022 50/d 19709205197 P.16 Protdo No. 2 0 • 5 • 10- 15 - Kim im _ 10- SU)MdARY LOGS OF 10 0 15 ml 20 Job No. 09-2022 50/d 19709205197 P.16 Protdo No. 2 0 • 5 • 10- 15 - Kim im _ 10- SU)MdARY LOGS OF 07-24-1998 03:40PM FROM E 0 CHURH INC to OWA 01 TO 19709205197 P.17 organic alas. moist, dark brown- (0Q Gra Ts]d. saWV to QI&M with cobbles ver dense. s?lght , mois!" red–bi'e �►n• f GP� m�t. b -fin- (GZT017) still.. E2 Drive pda. The sOmbol 50/0 indleat" flat 80 blbw's Of a 140 pound des falling 30 inches were pdred to drive a E.0 inch O.D. saw] a !atlas. The symbol ss/IS to �gq �� V!° dr!►° a 8.6 inch O.D. samples is imohes. indioaus bag •ample. tw. &M rix *Vasal. Yulttple zmaro Win raw° 1 t3o�o�- e NOTES: 1. �1oratary s wese '&msd an Ne��idsIM a `ch di.metw continuoundnuht power ur iid ed S'byeVatIOVA mee :rOm mapping Scl mseser Gordon Yeyar and are approslmate. S. These b~ are subject to the: explanations, limitations and com►oluderaa as oontataed in this "POWt. 3GS OF EXPLORATORY BORINGS me. 07-24-1990 03:40PM FROM E 0 CHURH INC TO 19709205197 P.10 SATURATION AND PREPARA'"a $ a Q a lam 30 Zt.a 31.0 3S PERCOIATION TEST ria 44.0 sass 30 %lAT�_ „nom 32.0 6 a DAM 1,nV" 30 2L8 TWE AT START OF "TUftAno*. 0.3 a � I u.o WATER IN 90RING AFM 40 WUM t. -K1- Y88 (R.2) X NO (P-1 a PJj 24.76 o.7s PERCOLAT M I= RESULTS Hfl 30 ��M TUR AT Time OEPTN TI7 WAT6R 40 START OF KrERVAL 5.5 1 A- *J"MVAL VMHUTES) sTARI' OF IN WATERTE F Za N�'I'FJi1►III. P �I� R1 oKrERVAL ONCHEM 47.80 41.0 tads 30 /5.5 2 41.0 47.0 s a 1Q:41: 30 285 37.0 10S 11718 30 37A 4216 US 3 1t" 30 2178 91.75 s e U. -Is 30 31.76 s 401 e.79 3 1293 30 2s 7s 34 8 all 3 P-2 12.0 c4s taeu • 1ar4a 11:16 1d,sa 1Zta 30 30 �e 30 a� m 2L25 3&79 Tao 6f¢.o 31.ZS 36.0 3376 3LO �,0 31.25 36.0 41.0 11.6 six 0 a.ea 4.75 s a $ a Q a lam 30 Zt.a 31.0 3S a ria 44.0 sass 30 SAA 32.0 6 a 10016 30 2L8 2" 0.3 a � I u.o 1 sv 2" 24.76 o.7s 40 Hfl 30 24.75 25.5 0.75 40 30 2 4 5.5 1 30 30 26.0 1 ai Za 'ob No. GS =22 Fig. 7 07-24-1990 03:40PM FROM E 0 CHURH INC TO 19709205197 P.19 SATNRATWN AND PREPARArtpN MATE 11J10M PFJ:COLAT tON TES GAM Jill&" IME AT grgqT of BJITURArtoK wArwq ar sow Aprm 49 HOURS - PEK OLATM T=r Rnut.TS momotm TWE AT N WtHM START OFCHANQE W7ERVAL tMTFAVAL (MWu7Fgj DMH TO WATER START OF Ill r=VAL SAL 1 W WATERIL Awl" ,. T(MENCH) PP-48smoo3.s 10,�p tomo ttaoo 11 0 12:m 1� tmo 30} w i0 30 �0 � 90 um V -s -W.s 42.0 204 TlS 277 2L75 20.75 X75 iZ7a 3L?o 37.5 s s e 13 10 to 17 2.21 3 s 1.75 P49 to= 1a�0 12M 12= t�0 39 10 00 30 25.7S X76 as.Ot as mm ?8.6 W.35 24.78 NJ 9/.6 225 126 1 0.75 228 ZA 30 T� &a 13 17 1.76 Psi 49.0 1p0030 10.6 48.0 Y.5 9 1Q?0 30 2!A +Is,p 13 t1AO 36 10.76 3f.2S 12 3 110 30 81ZS 40.0 8.75 3 lam 70 2LI 90.0 13. 2 lam 30 50 0 42.25 0.26 B 100 Be 10.75 3LO 18.25 Z Fig. 8 TOTAL P.19 E.O. CHM-H, INC. ENGINEERS & GEOLOGISTS June 24, 1998 Brikor Associates Attention: Carl Perry 495 Morrison Street Carbondale, Colorado 81623 Subject: OWS Redesign, Proposed Lot 9, Wildcat Ranch Pitkin County, Colorado Job No. 9797 Dear Mr. Perry, 199 Preston Residence As requested, we prepared an Onsite Wastewater System (OWS) redesign for the subject site. The redesign calculates septic tank capacities and field areas based on seven bedrooms. We have prepared an OWS design dated July 26, 1998 under the same job number, which was de- signed for 10 bedrooms as requested by your company. We understand the plans of finishing unfinished areas no longer exist. Subsurface conditions were investigated by CTL/ Thompson (CTL) under Job No. GS - 2022, dated November 15, 1996. SITE CONDITIONS - The site is a 500 acre parcel. The site has a moderate cover of grasses and scrub. The proposed field area has a gentle to moderate slope. The proposed structures will be served by a community water district. The water line is located within 50 feet of the proposed field area. PROPOSED CONSTRUCTION - A two bedroom caretaker unit and a two bedroom and one bunk room guest house is proposed. We understand Nancy Mac- Kenzie of the Aspen/Pitkin County Environmental Health Department (APEHD) has reviewed house plans and concluded the proposed construc- tion consists of seven bedrooms. A detached storage unit is proposed near the guest house. A detached garage is proposed near the caretak- er unit. The proposed OWS design consists of a seven bedroom resi- dence greater than 6000 square feet (SF). Using the Pitkin County standard of 130 gallons per day (GPD) per person with two people per bedroom and seven bedrooms, the sewage load for a greater than 6000 SF residence is 1820 GPD. Loading with a 1.75 peaking factor is 3185 GPD. This loading includes a garbage grinder, dish washer, and wash- ing machine. SUBSURFACE CONDITIONS - A subsurface investigation was performed by CTL. Please refer to the CTL report for details presented in Appendix A. Subsurface conditions were investigated by drilling one profile hole and three percolation holes in the area of the proposed field. Subsurface conditions consist of a 2 foot organic clay layer, under- lain by clayey to sandy gravels with cobbles to the maximum depth explored of 10 feet. No ground water or bedrock was indicated. P.O. Box 2869 • Evergreen, Colorado 80439 925 East 17th Avenue • Denver, Colorado 80218 (303) 674-0660 FAX (303) 674-0813 (303) 832-9692 FAX (303) 832-3517 © 2 1 During our site visit, we observed very large boulders at the surface excavated from a trench for the water and electric line. Percolation tests indicate results of 3 to 40 minutes per inch (MPI) . The CTL report recommends the OWS be designed on a percolation rate of 15 MPI. RECOMMENDATIONS - We recommend a septic tank and chamber -bed OWS be installed at the location presented on Fig. 1. The OWS design is based on an average sewage load of 1820 GPD and a percolation rate of 15 MPI. We recommend each structure be served by it's own septic tank near the structure and then a combined dosing tank. At the caretaker unit, we recommend a 1250 -gallon two-compartment precast concrete septic tank with an effluent filter at the outlet. At the guest house, we recommend a 2000 -gallon single -compartment precast concrete septic tank and a 1000 -gallon single -compartment precast concrete septic tank with an effluent filter on the outlet. The sewer pipes from each structure should connect before a 1000 gallon single com- partment precast concrete septic tank with a dosing siphon. The dosing chamber requires a minimum capacity of 500 gallons. An alter- native to the dosing chamber is installing a dosing siphon in a screened vault in the treatment units serving each structure. A dosing siphon in a screened vault in the second chamber of a 1750 gallon two-compartment precast concrete septic tank may be installed to serve the caretaker unit. A dosing siphon in a screen vault may be installed in the second compartment of the proposed 1500 -gallon two- compartment precast concrete septic tank to serve the guest house. We recommend the field be installed to serve both residences. A distribution box with flow equalizers should be installed to equally distribute between two 12 feet by 87.5 feet chamber fields. Each field will consist of 4 rows of 14 chambers as presented in Figs 1 and 2. A total of 112 chambers is needed. This configuration must be approved by APEHD. If APEHD does not approve of this configuration, we recommend the installation of a 21 feet by 100 feet chamber field. The field will consist of 7 rows of 16 chambers for a total of 112 chambers as indicated on Figs. 1 and 3. The proposed OWS is designed for a seven bedroom residence with great- er than 6000 SF of living area. If additional bedrooms are antici- pated, we believe the installation of a larger OWS at the time of original construction to accommodate any "build -out" size of the resi- dence is cost effective. The septic tank would have to be increased by 569 gallons of capacity for each additional bedroom. Each addi- tional bedroom will require 248 SF of chamber -bed, or 16 chambers. OPERATION AND MAINTENANCE - The owner must realize an OWS is different from a public sewer system. The owner must be aware of and assume responsibility for maintenance of the system. We recommend the septic tanks be pumped and filters be cleaned (hosed off) every two years. There are daily considerations such as not putting plastic or other nonbiodegradable materials into the septic system. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running toilet will consume in excess of 1000 GPD if allowed to run . As the system is designed for 1820 GPD, an excess 1000 gallon loading may flood and irreparably harm the system and stress the water supply. 3 LIMITATIONS - Our layout, design and recommendations are based on data submitted. If subsurface conditions different from those described in this report are encountered, we should be called to observe the sub- surface conditions. If proposed construction is changed, we should be notified to evaluate the effect of the changes on the proposed system. All construction is to be in accordance with the Pitkin County 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 requirements of the ISDS regulations. The installer of the system is to be approved by the Pitkin County Health Department, and is to have demonstrated a knowledge of the ISDS regulations and requirements. The OWS design includes one installation observation. Additional observations are not included in the cost of this design. If there are any questions or if we can be of further service, please call. The Project, Manager for this site is Corey Stricker. E. O. CHURCH, INC, Joseph C. Kordz iel- $L -'E 994 r": . -2y JCK/cbs '+NA �z 3 copies sent cc/fax: Aspen/Pitkin County Environmental Health Department, Attention: Nancy MacKenzie LOT 9, WILDCAT RANCH PITKIN COUNTY, COL ORAl3� NO TES V. 1. SITE PLAN PROVIDED BY BILL POSS AND A SSOCIA TES. 2. DOSING SIPHON AE N 77,W - PRESENTED IN F1 Nb 1250 NT " f . .................. L/ IIPPII�,14 7 T-- l. —1 Ila 0 2 MIDI. - TFORM f,�y --. GE T 2000 WLON.� 'SIN COMPA R ENT -"Ph �ONCRE?r SEP 17C jDOO GAL ON.,*SIN( COMPAR )N T� Ph CONCRETE SEPTIC ,TF EFFLUENT T J IL TER e�k 87.5' CHAMBER FIELDS 5 OF 14 CHAMBERS PER FIELD OF 112 AND L OCA TION 110SED 0 WS A FIG. 1 .rr111111111F TYPICAL PLAN VIEW 3" OR 4" PVC OBSERVATION/ 3" OR 4' PVC PIPE HUNG TO MANUFACTURERES SPECIFICATIONS 6' MIN. GRAVELLESS CHAMBERS TYPICAL CROSS—SECTION NATURAL GRADE SPECIRCATIONS DESIGN CRITERIA 3" OR 4" PVC OBSERVATION/VENT PIPE SLOPE FOR NAC�- 1.5' o 0 o I o o 3 6' MIN. A GRAVELESS CHAMBERS TRENCH SPECIFICATIONS STRUCTURE - 7 BEDROOM RESIDENCE. )6000 SF LOADING - 130 GPD PER PERSON TOTAL LOADING - 0 - 1820 GPD PERCOLATION RATE - T - 15 MPI AREA - (1.75 X 0 X-TT)/5 TOTAL AREA - 2467 SF REDUCTION FOR CHAMBERS - 30/ TOTAL P,REA WITH REDUCTION - 1727 SF EFFLUENT INLET FROM DISTRIBUTION BOX LENGTH - 87.5 FT WIDTH - 12 FT NUMBER OF FIELDS - 2 TOTAL PROPOSED AREA - 1736 SF NUMBER OF CHAMBERS PER ROW - 14 NUMBER OF CHAMBERS PER BED - 56 TOTAL NUMBER OF CHAMBERS - 2 * 56 - 112 TREAMENT UNIT SPECIFICATIONS PROPOSED CARETAKER UNIT - 2 PEOPLE/BEDROOM • 2 BEDROOMS - 130 GPD - 0 - 520 GPD TOTAL CAPACITY - 1.75 X 0 X (30 HOURS/24 HOURS) - 1138 GALLONS RECOMMEDATION -1250 GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET ALTERNATIVE - WTH IASO GALLON TWO D SING SIPHON IN ACOMPARTMENT SCREEN VAULT IN HEECAST S ECRCHAMBERSEPTICETE TANK OND SUBSTITUTED FOR 1250 GALLON TWO COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER AND 1000 GALLON DOSING CHAMBER PROPOSED GUEST HOUSE - 2 PEOPLE/BEDROOM } 5 BEDROOMS • 130 GPD - 0 - 1300 GPD TOTAL CAPACITY - 1.75 X O X (30 HOURS/24 HOURS) - 2843 GALLONS RECOMMEDATION - 2000 GALLON SINGLE COMPARTMENT PRECAST CONCRETE SEPTIC TANKS AND ONE 1000 GALLON ONE COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER ON OUTLET ALTERNATIVE - A DOSING A SECREEN VAULT IN THE SECOND COMPARTMENT OF A 1500 GALLON HTWO ON NCOMPARTMENT PRECAST CONCRETE SEPTIC TANK s BSITUTED FOR 1000 GALLON ONE COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER AND 1000 GALLON DOSING CHAMBER RECOMMENDED TREATMENT UNIT INCLUDES A 1000 GALLON SINGLE COMPARTMENT SEPTIC TANK WITH A DOSING SIPHON. JOB NO 9797 FIELD DETAILS FOR RECOMMENDED RELD CONRGURATION RG 2 TYPICAL PLAN VIEW 3" OR 4' PVC OBSERVATION/ 3" OR 4" F u HUNG TO MANUFACTURERES SPECIFICATIONS GRAVELLESS CHAMBERS TYPICAL CROSS-SECTION 3' E 4' PVC OBSERVATION/VENT NATUFZAL PIPE GRADE 15 SPECIFICATIONS DESIGN CRITERIA 3- �-- VGRAVELESS CHAMBERS STRUCTURE - 7 BEDROOM RESIDENCE. )6000 SF LOADING - 130 GPD PER PERSON TOTAL LOADING - O - 1820 GPD PERCOLATION RATE - T - 15 MPI AREA - (1.75 X 0 X-.JT)/5 TOTAL AREA - 2467 SF REDUCTION FOR CHAMBERS - 30% TOTAL AREA WITH REDUCTION - 1727 SF SLOPE FOR E' DRAWL -E TRENCH SPECIFICATIONS LENGTH - 100 FT WIDTH - 21 FT NUMBER OF FIELDS - I TOTAL PROPOSED AREA - 1736 SF NUMBER OF CHAMBERS PER ROW - 16 NUMBER OF CHAMBERS PER BED - 112 =NT INLET )ISTRIBUTION TREAME14T UNIT SPECIFICATIONS PROPOSED CARETAKER UNIT - 2 PEOPLE/BEDROOM % 2 BEDROOMS • 130 GPD - 0 - 520 GPD TOTAL CAPACITY - 175 X 0 X (30 HOURS/24 HOURS) - 1138 GALLONS RECOMMEDATION - 1250 GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET ALTERNATIVE - ONE 1750 GALLON TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH A DOSING SIPHON IN A SCREEN VAULT IN THE SECOND CHAMBER SUBSTITUTED FOR 1250 GALLON TWO COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER AND 1000 GALLON DOSING CHAMBER PROPOSED GUEST HOUSE - 2 PEOPLE/BEDROOM • 5 BEDROOMS - 130 GPD - 0 - 1300 GPD TOTAL CAPACITY - 1.75 X 0 X (30 HOURS/24 HOURS) - 2843 GALLONS RECOMMEDATION - 2000 GALLON SINGLE COMPARTMENT PRECAST CONCRETE SEPTIC TANKS AND ONE 1000 GALLON ONE COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER ON OUTLET ALTERNATIVE - A DOSING T OF A 1500 GALLON HTWO ON NSECOND A SECREEN VAULT IN THE COM ARTMENT PRECAST CONCRE ESEPTIC TANK NS BSITUTED FOR 1000 GALLON ONE COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER AND 1000 GALLON DOSING CHAMBER RECOMMENDED TREATMENT UNIT INCLUDES A 1000 GALLON SINGLE COMPARTMENT SEPTIC TALK WITH A DOSING SIPHON. JOB NO" 9-1797 FIELD DETAILS FOR OPTIONAL FIELD CONFIGURATION FIG" 3 E.O. CHURCH, INC. Septic Tank with 4" Dia. Biotube®Effluent Filter`1: Orenoo Systems® ,r— f Splice Box w/Cord Grips kmwnmw Inspection Access Riser and Ud lot or r:; nr ground S;Xl ej fit f? rlaI .vk Adoptef (coet or S.^.ltew) h -flet vee D!s&-sure: The owners of W.O. Church. lrc- are also owr S.C,G. I terprises, iro. Which, d str`b tc trier co S s r s Inc. Products Fibergloss C;asketed lid vrdti� -- atai:mess- S; pel- WtFi i—=—=— h � Riser with PVC Gond to tack odopter with recommended ;adhesive.•) ter cut "o de*nl Gu'irid6e }•ondle h Yonk .{.er4er .{ Vent Orifice E :uen 13`scharge _....... .............. a— Mod dating Discharge Orifices Vault Irti(ct Ports E' 1'':4r �.ruCid�e 7u yfl series Biott� e Effluer. Fiter • • :°eMks 1 4,439, 23 & 5,492,535 EDW—TD-9 i ore gn Pectenis Pending �; }�Y � _ Q 1997, Orenco Systems, inn. Rov. 1.0 (2/98) ;XyB NO. 979 FIS. 4 ■ .m Slope Ground Awcy Frorn. R: - ser To Dose Counter ----------- - --------- Milat Tee ........ Dose C"mier Float F X� Drowdown Mould Le ell Doslnq Siphon Crenco or Eau'volent D"sclosre. The Owners of E-0. CtL;.rc;n irc. or cis^. ^wl S.C.G. Enterp!r1ses, inc. which a disfirlbute Omnco sw .0 fs. s Cr, -- $j c t .- r. t ' 4,439,323 If C '1997, Cremo System% JOB NO. 9797 GGske'ed Ud with �Ztclnl:esq Steel Bolts t Fru Riser tI ui6rrlrn� bord to tank adopter with recomm-ended o-&.esive) 1* Vent PIPM.g imik Adopter 6nst or bofted) UISC orge ue Eire r&ou'red) (3, dic. transport 2" Flexible �cse Assern-* with Quick Disconnect 0 0 EDW M-13 Rev. 1.0 (2/98) 5; Dose UQ,,.id Le ed <•a ro; ev; n Disclosra: The owners of E.Q. Church, inc, are u'::so owe S.G,C, wntemriees, Inc. wh`Ch cis,rihuc renco S rstcrn.s lnc. Products. Pc4ert A 4,439,323 0 1997, urenco Systems, Inc. SGB I0. 9797 rliii r9iUSU ;.IQ5KekUQ Lig 64 MI Sta .mess S:oe l Bolts F'Yu Riser with Grommet ;bond to to.. -..k odopter with recemm.ended odhesiye) ...................... (cost -or boted) } . Vr r;lrser; ;re rti �:rer 13R d a, >r - \ vo iit !rhea Po—;+.5 "o'yethy!ene Screen Orlin Port ScreenedS°} men 'Vcu'; 2' Flexible Hlose P;ssem-bly with Quick Disco-inect • Rev. 1.0 (2/98) I IG. 6 M Slope Ground Awry From Riser i'..55? Cord Vp ;z9 To Dose Counter Dose UQ,,.id Le ed <•a ro; ev; n Disclosra: The owners of E.Q. Church, inc, are u'::so owe S.G,C, wntemriees, Inc. wh`Ch cis,rihuc renco S rstcrn.s lnc. Products. Pc4ert A 4,439,323 0 1997, urenco Systems, Inc. SGB I0. 9797 rliii r9iUSU ;.IQ5KekUQ Lig 64 MI Sta .mess S:oe l Bolts F'Yu Riser with Grommet ;bond to to.. -..k odopter with recemm.ended odhesiye) ...................... (cost -or boted) } . Vr r;lrser; ;re rti �:rer 13R d a, >r - \ vo iit !rhea Po—;+.5 "o'yethy!ene Screen Orlin Port ScreenedS°} men 'Vcu'; 2' Flexible Hlose P;ssem-bly with Quick Disco-inect • Rev. 1.0 (2/98) I IG. 6 M JOB NO. 9797 LJ APPENDIX A CTL/THOMPSON SIC AND PRELIMINARY GEOTECHNICAL INVESTIGATION HOMESTEAD 9, WILDCAT RANCH DATE NOVEMBER 15, 1998 JOB NO. GS -2022 I %01� GEOLOGIC AND PRELIMINARY GEOTECHNICAL INVES71GAIION PRESTON RESIDENCE HOMESTEAD 9, WILDCAT RANCH PMN COUNTY, C'''OLORADO Prepared For: Mr John Preston c/o Coates Reid & Waldron P.O. Box 8450 Snowmass Village, CO 81615 Attention: Mr. George Huggins Jeb No. GS -202.' November 15, 1996 CTUTHOMPISON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS. COLORADO 61601 x (9701945-2809 Small cuts with rock wall facings may be required. A "rock wall" is generally a landscaping feature. Rock walls greater than approximately 6 feet in height do not provide adequate resistance to lateral loads. If rock wails are used we suggest a maximum height of 6 feet. The wall should bo battered at an angle of approximately 60 degrees, the width of the base of the wail should be at least one-half the height and the wail face should be no steeper than 3/4 to i (horizontal to vertical). Sur M --m Malmo The ground surface around structure should be shaped to provide for rapid run-off of surface water away from the structure and off drive surfaces. We recommend slopes be at least 6 inches in the first 5 feet. Roof downspouts and other water collection systems should discharge well beyond the limits of all backfill around the residence. Water should not be allowed to pond between residence and drive. Landscaping and site grading should provide, for channell"tion and dlrecting of surface drainage down, around and away from the building and drive. Areas where sheetwash can be expected to occur over ground surfaces at this site during spring snowmelt need to be protected from erosion. Proper control of surface run - oft Is also Important to prevent the erosion of surface solis. Sheet flow should not be directed over unprotected slopes. Water should not be allowed to pond at the crest or bottom of slopes. Permanent slope$ should be re -vegetated to reduce erosion. PERCOLATION TESTING We drilled six (6) percolation, borings to approximately 4 feet deep and two (2) profile boring$ to approximately 10 feet deep. Locations of our borings are shown on Figure 2. Our profile and percolation borings penetrated 0.5 feet of organic clays underlain by very dense, sandy to clayey gravels with cobbles to a maximum drilled depth of 9.0 feet. No free groundwater was found In our borings during our field Investigation. Summary logs of the soil penetrated by our borings MIR. JOHN PRENT0141 CTLfr 08-20n I -- are - - are Shown on Figure 3. Results of our percolation tests are shown on Figures 7 and g, We recommend a design percolation rate of 15 min/inch. LIMITATIONS Our borings were widely spaced to provide a general picture of subsurface conditions for sfte grading and preliminary planning of development. We recommend a design level soils and foundation Investigation be performed at the building location to develop foundation recommendations. This Investigation was conducted In a manner consistent with that level of care and skill ordinarily used by geotechnical engineers practicing in this area at this time. No other warranty, express or Implied is made. If we can be of further service In discussing the contents of this report or the analysis of the influence of the subsurface conditioor the design of proposed construction, please call. t". Bra Manager:> I f� (3 copies seat) MFM JON" PREMN 9 CTL/r 08.2M II JUN Gb ' 7ti b7 ; Ubl-9'1 ti1�LL t V; �&H�nVl.1H I LD �,IV� OCZsi 0010 rO lsr� r9 O1$ r r8 I �o n bd 2 OA 0 J p d if 1 L6�4p TS -1 SIr8135 r--- 0 t TH-.2 ProMe Profile RI.�8166 No. i . No. 2 r-� 0 10- 15- 20 pw 20- K -1 0- K-1 Job No. [S-2022 250 P-2 P -S P-4 P-5 P-0 r� Mme rrtr est r_—_A 0 5 10 - SUMMARY LOGS OF 0 5 10 a p at 15 � 20 P-5 IrY to rr 5 10 UIGM02. 4 �- Orgavio aim. maist. dark brown.. (OL) Grovels, sandy to &Jey with cobbles very dense. 2U&tly moistp gyred—brawn• (Gp� 4�� r�o7�►n, � i ly� sun, Drive semp10. The symbol 50/8 indicates &at 5,0 blows of a 140 pound ]yammer 1AUL S 30 inches Ware required to drive a 2.0 inch O.D. sampler 5 inches. Drive OS 10 t 10. The symbol 35/12 96 blows . of a 140 pp = �gaer tailiu� $0 inches wase regatred to drive a 2.5 inch O.D. �P1dsr 12 inches' Indicates bag ■a]nPle. T jsA0atoo drW rig refusal• Multiple Wymbols indicate more than One T tiot hole at the sezu,& location - NOTES: 1, g�plorator�► booms "tea drilied on eub21 19118 with a four inch diameter' fligbt power auger. were f rom to 6mPhic mapPl 'ovided 2. ffievations by Schmueser Gordon Mayor and are appsositoate. S. These borings are subject to the explanations, limitatfone anal conclusion& as contained in this report - 3GS OF MWLORATORY BORINGS ft. SATURATION AND PREPARATIO., DATE: 11!10/!6 TIME AT START OF SATURATION: PERCOLATION Tm DATE: 11/13/96 WATER IN BOMNa AFTER 48 HOURS X_.. YES (P-2) x No (p.1 a P•3) PERCOLATION TEST RESULTS HOLE DEPTH TIME AT TIME DEPTH TU WATER NUMBER (INCHES) START OF INTERVAL CHANGE PERCOLA- INTERVAL (MINUTES) START DF END OF IN WATER DEPTH TION RATE MTERVAI. INTMWAL (INCHES) (WNIINCH) ONCHIM (INCHES) P61 47.60 51:46 30 ES.B 4i.0 15.5 2 10`15 30 41.0 47A a a 10:43 30 26 3 37.0 10.5 3 11:15 g0 37.0 42.25 5l6 6 11:45 30 23.73 31.75 0 4 12:13 30 31.75 40.3 9.73 3 12:43 30 35.75 34.3 5.73 3 42.0 5:43 o 2 s 33.75 11.5 3 1013 30 33.73 30.0 5.25 a 10`45 30 10.0 x6.0 • S 11:18 30 26.0 31.25 3.216; 6 M" 30 31.25 35A 4.76 a 12:13 30 36.0 41.0 5i 9 1243 30 24.5 31.0 9.5 5 P-3 44.0 W46 30 24.0 32.0 a 4 10:15 30 32.0 39.5 4.3 5 ia`4a 30 22.0 24.0 1 30 11:18 30 24.0 24.75 0.7'5 40 11:45 30 24.75 26.5 0.75 40 12:15 30 25.5 25.5 1 30 12:45 30 xA.S 25.0 1.5 20 140b Na. GS -2022 Fig. 7 SATURATION AND PREPARATION PERCOLATION TEST DATE: 11 /10/% DA'C'E: 11 /13/96 TIME AT START OF SATURATION: WATER IN BORING AFTlill 48 HOURS _j_ YES (P -M -Y- NO (P-4 4 P•5) PERCOLAT1QN TEST RESULTS DEPTH TO WATER HOLE DEPTH TIME AT TIME CHANGE PERCOLA- NUMBER (INCHES) START OF INTERVAL IN WATER TION RATE INTEfiVAL (MINUTES} STAIN OF so OF DEPTH (MIN/INCH) INTERVAL INTERVAL (INCHES) P-4 53.6 101)0 30 28 37.8 635 3 10•,.30 30 37.$ 42.0 5 4 11:00 30 20.0 27.5 7.5 4 11:30 30 27A 2L75 2.25 13 moo 30 29.75 32.75 3 10 12.30 30 32.75 21.75 3 10 1 �0 30 3L?b 37.5 1.76 17 P-5 44A t 0:00 30 29.25 35.26 s i l 10M 30 353i ass 1.25 24 1.1:00 30 20.21 2135 1 30 110 30 21.25 23.6 2.25 13 12:00 30 23.5 24.25 0.75 Ao 1210 30 24.20 261 2.25 13 1 �0 30 25.6 2/?5 1.76 17 P-4 49.0 10:00 30 10.6 29.0 9.5 3 100 11:00 90 30 29.0 19.25 42.0 3t.23 13 12 2 3 11:30 30 31.25 40.0 6.75 3 12:00 12;30 1 �0 30 30 20 226 30.0 19.75 MO 42-" 36.0 13.5 6.26 1025 2 5 2 '% NO. QS -2022 Fig. 9 FROM Wildcat Ranch Association PHONE NO. : 970 923 2157 Jul. 02 1998 03:15PM P1 W W I L D C A T R A N C H DATE: July 2, 1999 TD' Kim Weil Bill Poss & Associates RE: Preston Residence Lot # 9 Wildcat Ranch This tetter shall serve as confirmation► that the Wildcat Ranch water system has the ability to deliver 1.7 million gallons of water per year to the Preston residence. Do not hesitate to conmet me for any other information or questions you may have. i J Mike Thomas Ranch Manager WILDCAT RANCH ASSOCIATION 0 2 7 5 WILDCAT WAY • P O, BOX 2 7 4 SNOWMA55, COLORADO 91654 7 F L 3 0 3- 9 4 3. 2 5 4 1 . FAX 3 0 3. 9 2 3. 2 1 57 RECEIVED t SNOWMASS VILLAGE TOWN COUNCIL 199 ORDINANCE NO. 8 SERIES OF 1994 BILL POppSS AND ASSOCIATES AN ORDINANCE APPROVING THE REZONING OF PORTIOASEOffN%AT RANCH TO PLANNED UNIT DEVELOPMENT (PUD) AND ADOPTION OF A FINAL PLANNED UNIT DEVELOPMENT PLAN FOR THOSE PROPERTIES WHEREAS, Wildcat Ranch, Ltd. and Wildcat Ranch Association (collectively the "Applicant") have submitted to the Town of Snowmass Village (the "Town") an application (the "Application") for the rezoning to PUD of portions of Wildcat Ranch together with certain immediately adjacent lands acquired by Wildcat Ranch since its approval by Pitkin County, known as BLM Parcels 87, 90 and 91 (collectively the "Wildcat Ranch Lands"), all of which are legally described in Exhibit "A" attached hereto and for approval of a Final Planned Unit Development Plan for the Wildcat Ranch Lands; and WHEREAS, all land owners whose properties are included with the development area have consented to the Application; and WHEREAS, by Resolution No. 10,,Series of 1994 the Town Council determined that the Application involved minor development only and that a Combined Conceptual and Final Review of the Application would be permitted pursuant to Section 16- 180(b)(1)e of.the Town of Snowmass Village Municipal Code (the "Code"); and WHEREAS, the Planning Commission of the Town of Snowmass Village and the Town Council reviewed the Application at a joint meeting on April 18, 1994; and WHEREAS, by Resolution No. 5, Series of 1994 the Planning Commission recommended approval of the Application, subject to the conditions set forth therein; and WHEREAS, at a joint meeting of the Planning Commission and the Town Council held on May 16, 1994 the Town Council received the recommendations of the Planning Commission regarding the Application; and WHEREAS, in accordance with both written and published notice, given as provided in the Code, a public hearing was scheduled and held on May 31, 1994 and June 20, 1994 to receive public comment on the proposed rezoning of the Wildcat Ranch Lands to PUD and on the proposed Planned Unit Development Plan for the Wildcat Ranch Lands; and NOW, THEREFORE, -BE IT ORDAINED by the Town Council of the Town of Snowmass Village, Colorado: \i TC Ord 94-08 Page 2 SECTION ONE: Findings 1. The Application meets the submission requirements and was processed in accordance with the applicable provisions of the Code. 2. The Wildcat Ranch Lands have been annexed into the Town pursuant to Snowmass Village Town Ordinance No. 10, Series of 1994. Prior to the annexation, development approvals for Wildcat Ranch and BLM Parcel 90 were subject to extensive land use and environmental reviews conducted by Pitkin County that resulted in the establishment of a zone district, the granting of subdivision approval, the establishment of Protective Covenants and the imposition of numerous and comprehensive conditions and restrictions on the land use of said area designed to promote, preserve and protect the goals and objectives of the Pitkin County Land Use Code. 3. The Pitkin County approvals, conditions and restrictions on the land use of Wildcat Ranch (the "County Wildcat Approvals") consist of Resolution No. 90-113, (granting 1041 hazard review approval to the Ranch Manager's Parcel); Resolution 90-154 (granting General Submission approval for Subdivision Exemption, 1041 Hazard Review approval for multiple Building Envelopes, GMQS exemption and approval of Employee Dwelling Units); Resolution No. 90-39 (granting Final Plat approval); Resolution No. 92-381 (granting minor adjustments to the Final Plat and BOCC Conditions of approval and amendments to the 1041 Hazard Review for the Ranch Manager's Parcel); Ordinance No. 92-16 (Rezoning Wildcat Ranch to RS 160); Resolution No. 92-389 (allowing dogs); Resolution No. 94-46 (awarding a 1994 Non -Metro Residential Growth Management allocation for Homestead 13); Ordinance No. 94-05 (rezoning Homestead 13 to RS -30 and BLM Parcel 91 to RS -160); and Resolution No. 94-47 (Lot Line Adjustments, 1041 Hazard Review and Employee Dwelling Unit for Homestead 13). 4. Given the unique circumstances affecting the Wildcat Ranch Lands annexed into the Town and the extent of the existing land use regulations to be preserved, and since the proposed modifications to the County Wildcat Approvals will not generate any significant new population, traffic, visual or environmental impacts that would under Section 1-21(29) of the Code, qualify this Application as a "Major Development", the Town Council finds that a "Combined Conceptual and Final Review" for a minor development, as allowed under Section 16-180(d)(i)e of the Code, is appropriate. TC Ord 94-08 Page 3 5. The Town Council finds that it is in the public interest, including the preservation of critical wildlife habitat, that the County Wildcat Approvals be preserved, adopted and implemented by the Town subject to the minor modifications and clarifications set forth herein. 6. The rezoning to PUD of the Wildcat Ranch Lands and the Planned Unit Development Plan described herein are reasonable and consistent with the policies and provisions of the Town's Code, including the development evaluation standards, the primary constraints to development,• and the general policies of.the Town MasterPlan. 7. The Wildcat Ranch Developable Land Summary, which is on file with the Town as part of the Application and which identifies 1041 Hazard Areas including wildlife sensitive areas, constitutes the map to be utilized by the Town for purposes of approving Wildcat Ranch lot line adjustments; the location of barns, with or without caretaker units, outside Development Activity Envelopes adjacent to pasture lands; and the approval of amended or new Development Activity Envelopes. This map will ensure that future actions permitted by the Town are generally consistent with the approvals granted by Pitkin County. 8. The Irrigation Master Plan Map dated November 12, 1992, which is on file with the Town as part of the application constitutes the map identifying pasture lands and will be utilized by the Town for purposes of approving the location of barns, with or without caretakers, outside Development Activity Envelopes adjacent to pasture lands is appropriate and adequate for such purposes. This map will also help to ensure that related future actions will generally comply with the approvals granted by Pitkin County. 9. The Town finds that the vesting for a period of thirty (30) years of the zoning, development rights and uses herein approved is appropriate in order to allow owners of Wildcat Ranch Lands annexed into'the Town a reasonable opportunity to use and develop their lands. SECTION TWO: ACTION 1. The Town Council hereby approves the rezoning to Planned Unit Development of all the Wildcat Ranch Lands annexed to the Town. 2. The Town Council hereby approves the Wildcat Ranch Final Planned Unit Development Plan set forth herein and shown in Exhibit B, subject to the conditions contained in Section Three. TC Ord 94-08 Page 4 3. The Town Council hereby approves the Wildcat Ranch Planned Unit Development Plan, allowing twelve (12) Homesteads (i.e., original Homesteads 1 through 11 and BLM Parcel 90 to be known as Homestead 13) and a Ranch Manager's parcel within the Town of Snowmass Village. Wildcat Ranch Homestead 12 and portions of Homesteads 7, 9 and 10 are not annexed into the Town. Within the boundaries of Wildcat Ranch, there is located a separate parcel of land of approximately thirty-eight (38) acres currently owned by Pitkin County (the Employee Housing Parcel"). Furthermore, Wildcat Ranch, Ltd. has stated its intention to acquire from the United States of America another parcel of land, that being BLM Parcel 86, adjacent to the boundaries of Wildcat Ranch. Should Wildcat Ranch, Ltd. acquire either the Employee Housing Parcel or BLM Parcel 86 or both, such parcels (less any portions of BLM Parcel 86 that are located within Snowmass Creek Valley) shall, if requested by Wildcat Ranch, Ltd., be annexed into the Town subject to all the applicable terms, provisions and conditions of this Ordinance and compliance with applicable laws -governing annexations. Wildcat Ranch, Ltd. shall have the right to create up to two additional Wildcat Ranch Homesteads (the "Additional Wildcat Ranch Homesteads") as follows: (i) one (1) Additional Wildcat Ranch Homestead may be created consisting of BLM Parcel 86, as reconfigured and/or enlarged by lot line adjustments with adjoining Wildcat Ranch Homesteads (less any portions within Snowmass Creek Valley) and (ii) one (1) Additional Wildcat Ranch Homestead may be created consisting of -the Employee Housing Parcel, as reconfigured and/or enlarged by lot line adjustments with adjoining Wildcat Ranch Homesteads, (if development is prohibited on the Employee Housing Parcel and it is merged into Homestead 11, then such Additional Wildcat Ranch Homestead may created by utilizing any approved development activity envelope together with adjacent portions of one or more existing Homesteads, as may be reconfigured by an appropriate lot line adjustment.) Amendments to any Detailed Final Plats that are necessary to create the Additional wildcat Ranch Homesteads shall be approved by the Town at the time of the annexation without necessity of further review, referrals or hearings. Upon such incorporation, each Additional Wildcat Ranch Homestead shall become a part of Wildcat Ranch as though originally platted therein and shall be entitled to all the benefits and subject to all the conditions of this Ordinance. In connection with any incorporation of the Additional Wildcat Ranch Homesteads into Wildcat Ranch, Wildcat Ranch, Ltd. reserves the right to designate said Additional Wildcat Ranch Homesteads as Homesteads 14 and 15 (or such other designations as Wildcat Ranch, Ltd. may desire). Liq TC Ord 94-08 Page 5 0 4. Each of the Wildcat Ranch Homesteads, to the extent they are included within the Wildcat Ranch Lands and located within the Town, including the two (2) Additional Wildcat Ranch Homesteads, shall all have the following allowed uses, as a matter of right, subj.ect only to obtaining a building permit: (a) Each Homestead shall be allowed a principal dwelling unit, a detached or attached caretaker unit, and a guest house dwelling unit. Home occupations, as permitted in the Code, are allowed. (b) Owners are not required to rent out caretaker units but if an owner elects to rent out the caretaker unit, the rental shall be to a person selected by the owner who otherwise qualifies under the provisions of the Town's Code, as adopted from time to time, that are applicable to the rental of caretaker units. Caretaker units shall be registered in accordance with the Code. (c) Other than the accessory uses described below, total floor area allowed on each Homestead shall be capped at fifteen thousand (15,000) square feet of floor area, of which up to two thousand five hundred (2,500) square feet can be applied to the guest house and up to one thousand five hundred (1,500) square feet can be applied to the caretaker unit. "Floor area" shall mean the sum of the gross horizontal surfaces of each floor of a building or structure calculated in accordance with Exhibit "C" attached hereto. Exhibit "C" also sets forth the method of calculating height of dwelling units. (d) At the time of building permit application, and to accommodate owners that may initially desire to construct smaller structures, owners of Homesteads may designate whether the structure is to be a primary residence or guest house. Any structure of two thousand five hundred (2,500).square feet or less may be designated as a guest house but may nevertheless be utilized by an owner as a primary residence. This shall not limit the overall square footage caps allowed in subparagraph (c) above. (e) Each Homestead shall be allowed accessory structures and uses. Accessory structures and uses shall mean subordinate no buildings (excluding portions of which may contain a caretaker unit) or uses incidental to ranch operations or the principal uses of a lot. Accessory uses and structures shall include, but not be limited to, barns, sheds, huts, gazebos, TC Ord 94-08 Page 6 boat shelters, decks, terraces, stables, kennels, storage or equipment buildings, garages, satellite dishes, outdoor recreation uses such as swimming pools, ponds, tennis courts, riding rings and trails, grazing of horses, agricultural uses of all kinds permitted by the Association, and no more than one "back country" type recreation hut. None of the accessory structures shall be subject to floor area limits, except barns shall not exceed 3,000 square feet of ground coverage or a total of 6,000 square feet. Indoor riding arenas shall not exceed 15,000 square feet of ground coverage. Accessory structures or uses in addition to those specified above, shall be approved by the Town Planner provide that they are similar in nature to the above listed uses, without further review, referrals, or hearings so long as the use or structure is first approved by the Association. 5. The Town Council hereby approves the Detailed Final Plats for the Wildcat Ranch Lands, which shall consist of: (i) the Wildcat Ranch Amended Exemption Plat for Wildcat Ranch recorded in Book 31 at Page 1, (ii) the 1041 Hazard Review Plats for Wildcat Ranch Homesteads 1 through 11 (and in the case of Homestead 6 the amended 1041 Hazard Review Plat) which Plat for Homestead 1 is recorded in Book 26 at Page 61; as to Homestead 2 in Book 26 at page 63; as to Homestead 3 in Book 26 at Page 65; as to Homestead 4 in Book 26 at Page 67; as to Homestead 5,in Book 26 at Page 69; Homestead 6 in Book 4 at Page 34; as to Homestead 7 in Book 26 at Page 73; as to Homestead 8 in Book 26 at Page 75; ;as to Homestead 9 in Book 26 at Page 77; as to Homestead 10 in Book 26 at Page 79; as to Homestead 11 in Book 26 at Page 81; and (iii) the Amended 1041 Hazard Review Plat for the Ranch Manager's Parcel recorded in Book 30 at Page 98. All of the foregoing are recorded in the real estate records of Pitkin County, Colorado. The Applicant shall have the right to submit to the Town Planner amendments to these Detailed Final Plats, the purpose of which shall be to make the plats previously approved by Pitkin County conform to the terms, provisions, and conditions of this Ordinance. The Mayor and Town Clerk are hereby authorized to execute the plats on behalf of the Town once they have been reviewed and approved by the Town Planner and Town Attorney. 6. The amended Detailed Final Plat for Homestead 7, allowing the incorporation of BLM Parcel 91 into Homestead 7, is hereby approved. The Detailed Final Plat for Homestead 13, which creates said Homestead out of Homestead 6 and BLM Parcel 90, is approved. The amended Detailed Final Plat for reconfigured Homestead 6 is also approved. All revisions approved here shall be consistent with the "Proposed TC Ord 94-08 Page 7 Development Plan," dated October Application. The Mayor and Town to execute these plats on behalf been reviewed and approved by the Attorney. 4 1993, which is part of the Clerk are hereby authorized of the Town after they have Town Planner and Town 7. The Town shall, from time to time, at the request of Wildcat Ranch, Ltd. and/or the Association, approve lot line adjustments (and necessary plat amendments) between the Ranch Manager's Parcel and any adjacent Wildcat Ranch Homesteads or between Wildcat Ranch Homesteads, original or additional, which adjustments may result in lots being less than five hundred acres (500), requiring only that such adjustments do not result in an increase in the allowable density of Wildcat Ranch (i.e. not more than fourteen (14) Homesteads) to be located within the Town. Said lot line adjustments shall be processed through and approved by the Town Council without further review, referrals or hearings. 8. All of the existing Development Activity Envelopes and driveways shown on each Detailed Final Plat are approved without the necessity of further review, referrals or hearings. Identified driveways require only suitable plans for retainage, revegetaion, and erosion control for approval be the Town Planner. 9. Pursuant to C.R.S. 24-68-1-1 et. seg. and in accordance with Section 16-29 of the Code, the Town hereby approves the vesting in the Applicant and the other owners of the Wildcat Ranch Lands the zoning, development rights and land uses set forth herein for a period of thirty (30) years from the date of final adoption of this Ordinance, which shall be June 20, 2024. 10. Additional Wildcat Ranch Homesteads and/or any original Wildcat Ranch Homesteads involved in lot line adjustments to create the Additional Wildcat Ranch Homesteads may be less than five hundred (500) acres; provided however, the maximum number of Wildcat Ranch Homesteads, both original and additional, in Wildcat Ranch shall not exceed fourteen (14) Homesteads within the Town, unless Homestead is annexed to the Town in which case the maximum number of Homesteads shall be fifteen (15). 11. Reference is made to the Town of Snowmass Village Public Trail Easement (the Rim Trail Easement") granted by Wildcat Ranch, Ltd. and recorded in Book 648 at Page 987 of the real estate records of Pitkin County, Colorado. Wildcat Ranch, Ltd. and the Town shall by October 1, 1995 enter into an amendment to the Rim Trail Easement so as to minimize steep grades along the easterly most boundary of Homestead 5 while • TC Ord 94-08 Page 8 not encroaching more than one -hundred and fifty feet (1501) into Homestead 5 from the boundary, unless it is determined that there is an acceptable trail location that encroaches more than 150 feet, but does not adversely affect either Homestead 5. Wildcat Ranch will make every effort to work with the Town to provide additional easement areas on Homestead 6 to eliminate steep sections on the Rim Trail. 12. Reference is made to the Wildcat Access Use and Maintenance Agreement between Wildcat Ranch, Ltd., the Town, and Sandra Mosbacher (the "Sinclair Road Agreement) recorded in Book 638 at Page 455 of the real estate records of Pitkin County, Colorado. As to the obligations of Wildcat Ranch, Ltd. and the benefitted lands described in Exhibit "A" to the Sinclair Road Agreement, but not as to Sandra Mosbacher or the benefitted lands described in Exhibit "B" (i.e. Popish Valley).to said agreement, the Town hereby agree to amendments (or in the event the consent of Sandra Mosbacher is necessary to such amendments and cannot be obtained by Wildcat Ranch, Ltd., then waivers) to the following provisions of the Sinclair Road Agreement: (a) Paragraph 4.2, Annual Payment, is hereby amended to require an annual payment from only Homestead 12 which is not part of this annexation, so long as Homestead 12 is not part of the Town. From the effective date of this Ordinance and forever after, excluding any fees that Wildcat Ranch may owe the Town for the current year (1994), no annual payments shall be paid to the Town by Wildcat Ranch, Ltd. or any individual owner of any Homestead now annexed to the Town. (b) The control gate installed by Wildcat Ranch, Ltd. is approved by the Town as to design, function and location. In accordance with Paragraph 1.1, Access Devices, such devices shall mean and include remote sensor or beepers as well as cards and other forms of access devices already described in said Paragraph 1.1. (c) The total number of Wildcat Ranch parcels entitled to benefits of the "Wildcat Access", as that term is defined in the Sinclair Road Agreement, shall include all Wildcat Homesteads and shall be increased from 13 to 16, consisting of Homesteads 1 through 13, the Ranch Manager's Parcel, and the two (2) Additional Wildcat Ranch Homesteads. The total,number of Access Devices, as that term is described in the Sinclair Road Agreement, as amended in (b) above, to be allocated to Wildcat Ranch, Ltd, shall remain at forty one (41) and will be allocated by the. Association among Wildcat Ranch owners and the Ranch Manager's Parcel. The i . TC Ord 94-08 Page 9 interim number of Access Devices to which Wildcat Ranch, Ltd. shall be entitled under Paragraph 5.2.2 of the Sinclair Road Agreement shall be increased to 17. (d) The Town agrees to execute and deliver in recordable form a separate document setting forth the above amendments (or waivers), which shall be recorded within ninety (90) days of the final adoption of this Ordinance. 13. Reference is made to the Wildlife Management Agreement between Wildcat Ranch, Ltd. and Pitkin County ("County Wildlife Agreement") recorded in Book 649 at Page 39 to assure funding for the Wildlife Management and Enhancement Plan recorded in Book 699 at Page 47 of the real estate reccrds. The Town and Wildcat Ranch Association (the "Association") shall within ninety (90) days of the final adoption of this Ordinance enter into a new agreement in replacement of the County Wildlife Agreement. The new agreement shall be identical to the County Wildlife Agreement except that all references to Pitkin County and applicable Pitkin County Land Use Code regulations shall be deleted and replaced by references to the Town and applicable Town Code regulations. The Wildlife Management and Enhancement Plan shall be amended to provide that: (i) mechanical foliage height management or aerial fertilization shall be acceptable in place of burning for range improvements and (ii) portions of the plan dealing with range improvements shall place an emphasis on winter range improvements instead of summer range. With respect to the Wildlife Management and Enhancement Plan, the parties hereto agree and confirm: (i) that a written report is due for February 1, 1995 after which there shall be no further obligation to provide such reports, (ii) the filing of such reports satisfies the Association's obligations thereunder and is not subject to annual, public or any other reviews by the Town and (iii) the Association is not responsible to pay any fees, costs or changes to the Town for any staff or outside review for any purposes relative to the Wildlife Management and Enhancement Plan or any report thereunder filed by the Association. 14, The Wildcat Ranch Developable Land Summary Map dated September 27, 1993, on file with the Town as part of the Application which identifies 1041 Hazard Areas including wildlife sensitive areas, constitutes the map to be utilized by the Town Council for purposes of approving Wildcat Ranch lot, line adjustments;.the location of barns, with or without caretakers, outside Development Activity Envelopes adjacent to pasture lands; and the approval of amended or new Development Activity Envelopes. The Town Council will, i • TC Ord 94-08 Page 10 n without further review, referrals or hearings, approve: (i) amended or new Development Activity Envelopes and (ii) new driveways not approved in Paragraph 8, Section 2 above and changes to approved driveways that cross grades in excess of thirty percent (30%) subject to the criteria that in both cases the approval of the Wildcat Ranch Association is first obtained; that in the case of new or amended Development Activity Envelopes 1041 Hazard Areas are avoided as shown on the Developable Land Summary Map; that no new envelope may exceed ten (10) acres in size and that in the case of driveways that cross thirty percent (30%) grades the applicant shall submit plans to the Town Planner for mechanical retainage, revegetation and/or erosion control as necessary. 15. The Irrigation Master Plan Map dated November 12, 1992, on file with the Town as part of the Application, constitutes the map identifying pasture lands and shall be utilized by the Town Planner for purposes of approving the location of barns, with or without caretakers, outside Development Activity Envelopes adjacent to pasture lands, so long as the pastures remain irrigated. 16. No new or additional land use approvals or modifications to or variances from this Ordinance shall be granted by the Town to any Wildcat Ranch Lands, unless the written consent of the Association has first been obtained. 17. Provisions of the County Wildcat Approvals that are inconsistent with this Ordinance or not reincorporated herein are hereby repealed and no longer affect the Wildcat Ranch Lands. References in the Detailed Final Plat to the Pitkin County Land Use Code or County Wildcat Approvals are hereby superseded by applicable provisions of the Town's Code or this Ordinance or repealed to the extent they impose conditions or restrictions inconsistent with or not found in the Town's Code or the Ordinance. SECTION THREE: CONDITIONS 1. Owners of Homesteads having multiple Development Activity Envelopes shall at the time the first building permit is obtained, select one envelope to be the exclusive envelope for development activity for the lot. All development activity shall occur within the Development Activity Envelope selected, or where a Homestead has only one envelope within such envelope, with the following exceptions which structures or improvements may be situated outside Development Activity Envelopes: (a) Driveways, fences, corrals, ponds and utility C TC Ord 94-08 Page 11 0 extensions and all Wildcat Ranch infrastructure; (b) Barns and/or sheds without caretaker units, so long as the barn is located proximate to pasture lands as shown on the Irrigation Master Plan Map and not within any 1041 Hazard Areas as shown on the Developable Land Map; (c) Barns and/or sheds with attached or detached caretaker units, so long as the barn is located proximate to pasture -lands as shown on the Irrigation Master Plan Map and not within any 1041 Hazard Area, as shown on the Developable Land Map, and so long as the barn is located within 100 feet of the driveway to the principal dwelling unit. Any detached caretaker unit must be within 50 feet of the barn. (d) One "back country" type recreation but per Homestead not to exceed three hundred and fifty (350) square feet. No owner may construct a but without first obtaining a building permit from the Town and approval of the Wildcat Ranch Association (or the Wildcat Ranch Site and Architectural Review Committee or "SARC"). Prior to obtaining any building permit for the hut, the owner shall restrict the use of the hut. The restriction shall be for the benefit of the Town and Wildcat Ranch, and shall be enforceable by the Town, to assure that the but will not have plumbing, electrical service or vehicular access and that the use thereof will be subject to seasonal use restrictions in wildlife sensitive areas based on recommendations of the Association and the Colorado Division of Wildlife. In no instance shall a recreation but be permitted in any severe winter range or winter concentration area as identified on the Wildcat Ranch "Fall Migration/Winter Range Map," which is on file with the Town as part of the Application. At the time that any homestead owner applies to the Town for a building permit to construct a recreation hut, the Wildcat Ranch Association and the owner of that Homestead shall grant to the Town the right to enter upon Wildcat Ranch and the Homestead in order to periodically inspect and enforce the restrictions described here. 2. The Ranch Manager's Parcel shall be used for all current uses now in place including, but not limited to, ranch management functions and residential uses for Association employees. It .may also be used in the future for the creation of a central barn, expanded employee housing for the Association, fire protection including a substation and employee housing for the fire protection purpose related only to Wildcat Ranch. Regarding the Ranch Manager's W 40 TC Ord 94-08 Page 12 Parcel: (a) A one hundred foot (100') natural buffer shall be provided along each side of the Wildcat Creek within the ranch center complex expansion area with the exception of an existing corral enclosure for horses. The current state of the stream buffer shall be enhanced/restored through revegetation efforts utilizing native plant materials. The actual implementation of the buffer shall occur prior to the construction of any new structures or uses within the expanded ranch center complex area. Maintenance of the stream buffer shall be incorporated into the wildlife management plans to be reviewed annually. No domestic livestock shall be allowed to graze within the stream buffer, with the exception of the existing horse corral as provided above. (b) spill containment structures shall be provided around all above ground fuel tanks located on the Wildcat Ranch property. (c) The existing recreational development envelope on the northeast side of Wildcat Lake, and the envelope on the west end of the dam shall be limited to low -impact recreational uses and amenities such as rest room/locker structure, limited boat storage, picnic area with dock and lake maintenance equipment storage. The combined square footage of rest room and maintenance equipment storage shall not exceed five hundred square feet (5001), and shall be located in a single structure. The boat storage facility shall consist of an open sided shed type structure, not limited in size. (d) Access to the new envelope on the west end of the -dam shall follow the approved alignment to Homestead 7. Up to twelve (12) parking spaces may be provided at the recreational envelopes, to be allocated per envelope at the discretion of the Applicant. (e) Automobile access to the picnic and boat landing recreational easements on Homestead 7 shall be prohibited. (f;) Use of Wildcat Lake shall be limited to electric powered and non -motorized boats. One gasoline powered boat shall be allowed for emergency and maintenance purposes. 3. Dogs shall be permanently allowed within the Wildcat Ranch TC Ord 94-08 Page 13 Lands subject to the following restrictions: (a) No more than two (2) dogs shall be allowed on any Homestead. Dogs must be maintained inside residences or within escape proof kennels constructed inside Development Activity Envelopes. The term "escape proof kennels" shall extend to electric containment systems, which shall enclose an area of no more that three (3) acres. No kennel may be constructed unless the precise location, design, materials and color shall first be approved by the Association or SARC. Approved kennels shall be kept in good repair. Owners may take dogs outside kennels or residence provided that a leash is used at all times to keep the dog under positive control. Working ranch dogs may be maintained and used by the Wildcat Ranch Manager or employees of the Association in connection with ranching or livestock operations. Under no circumstances may dogs be allowed to run at large or harass wildlife. Notwithstanding any of the preceding, dogs may be prohibited temporarily or seasonally from any area of Wildcat Ranch other than Development Activity Envelopes or the Ranch Manager's Parcel, if necessary,to further the objectives of the Wildcat Ranch Wildlife Management and Enhancement Plan. Workers at construction sites on any Homesteads, as well as guests, employees or caretakers of owners are all strictly prohibited from bringing any ,.--= dogs onto Wildcat Ranch. Dogs shall not be allowed in any caretaker unit. (b) The Applicant shall within ninety (90) days from the date of final adoption of this Ordinance grant to the Town a license to enter upon Wildcat Ranch in order to enforce any of the restrictions set forth herein with respect to dogs. Enforcement on the part of the Town may include the capture or destruction of any dogs running at large in Wildcat Ranch. Owners of dogs running at large shall upon demand reimburse the Town for all costs incurred in the capture or destruction of such dogs. (c) The Wildcat Ranch Manager or any other employees of the Association are hereby authorized to enforce any of the restrictions with respect to dogs, including the capture or destruction of dogs running at large and the right to obtain reimbursement from owners for all costs incurred in the capture or destruction of such dogs. (d} in addition to the capture or destruction of dogs, the Association shall promulgate a schedule of fines to be imposed on owners for violations of these restrictions. , TC Ord 94-08 Page 14 Except as otherwise provided herein, the minimum first time fine for any violation of these restrictions shall be Five Hundred Dollars and No Cents ($500.00); the minimum fine for a second violation shall be One Thousand Dollars and No Cents ($1,000.00) and the minimum fine for a third violation shall be one Thousand Five Hundred Dollars and No Cents ($1,500.00). With regard to any third violation, the dog must forthwith per permanently removed from Wildcat Ranch. The first time fine payable by an owner, where a construction worker, guest, employee .or caretaker of an owner brings a dog onto Wildcat Ranch shall be One Thousand Dollars and No Cents ($1,000.00) The second time any construction worker, guest, employee or caretaker of an owner brings a dog onto Wildcat Ranch the fine to be paid by the owner shall be Two Thousand Dollars and No Cents ($2,000.00). The third time that a worker, guest, employee or caretaker of an owner shall bring a dog onto Wildcat Ranch the fine to be paid by owner shall be Three Thousand Dollars and No Cents ($3,000.00). In the event of a third violation involving a construction worker, all further construction on that site shall cease until a meeting of SARC shall occur for purposes of implementing additional procedures at that particular construction site to assure that no workers will again bring dogs onto the site. Fines collected by the Association above shall be remitted to the Town to be expended by the Town for animal control purposes. (e) The Association may, from time to time, promulgate rules and regulations to supplement the above restrictions or provide additional enforcement procedures or to further restrict dogs on Wildcat Ranch. 4:, All Wildcat Roads (i.e. Lake Wildcat Road, Wildcat Way and Popish Road), the Wildcat Water System (i.e. domestic, agricultural, recreational and other allowed -uses together with the water treatment plant, pumps, tanks, distribution lines, ditches and all related facilities) and the Wildcat Trail System (i.e. a system of recreational trails constructed or to be constructed within Wildcat Ranch) shall all remain the private property of Wildcat Ranch, Ltd. and/or the Association, as the case may be. There shall be no public use of the Wildcat Water System, Wildcat Roads or public access..to Wildcat Ranch, Wildcat Lake, the Wildcat Trail System or any of the Wildcat Ranch Homesteads excepting only: (i) the Rim Trail and (ii) the Fishing Easement for Snowmass Creek recorded in Book 649 at Page 2. TC Ord 94-08 Page 15 5. Wildcat Ranch may place signage along the Rim Trail, notifying users to stay on the trail and that the trails crosses private property. The signage plan, including information placed on the signs, shall be approved by the Town. ,c6! Wildcat Ranch, Ltd. agrees that separate development of BLM Parcels 87 and 91 shall be prohibited. Instead BLM Parcel 91 shall be merged into Wildcat Ranch Homestead 7 and BLM Parcel 87 shall be merged into Wildcat Ranch Homesteads 10 and 11. 7. Each Wildcat Ranch Homestead shall be entitled to two (2) wood burning fireplaces which may be allocated between the primary residence and guest house at the discretion of the owner thereof. Further, there shall be no limit on the number of gas log fireplaces that may be installed in any of the principal residences, caretaker units, or guest houses. S. Except as otherwise provided herein, all construction on Wildcat Ranch Homesteads shall be in compliance with applicable Town building codes. No construction on Wildcat Ranch shall be required to obtain architectural reviews from the Town, Snowmass Homeowners Association or any other authority purporting to exercise such control except Wildcat Ranch Association or SARC. All construction on Wildcat Ranch Lands shall be'in accordance with floor area and height limits set forth in Exhibit "C" and otherwise in compliance with the Town's Code. From and after the date of final adoption of this ordinance all further building inspections, the issuance of all building and other permits, certificates of occupancy.and the like shall be administered and issued by the Town provided however, owners of Wildcat Ranch Lands shall (notwithstanding any prior payments to the County) pay all applicable fees and charges to the Town for such inspections, permits, certificates and the like. All construction on Wildcat Ranch Lands for which building permits have been obtained from the County are hereby approved and may be completed in accordance with such permits or in the alternative the owner may obtain an amendment to such permit to modify or complete such construction in accordance with this Ordinance. 9. The following wildfire and fire protection measures shall be incorporated into Wildcat Ranch. Specifically the wildfire and fire protection measures are described in detail in Exhibit "D". a) Roofs on primary residences will be made of I fire - retarding materials. TC Ord 94-08 Page 16 b) Chimneys will be equipped with approved spark arresters. c) Firewood will be stored uphill from structures and surrounded by a zone ten feet (101) wide that is devoid of combustible material. d) structures will be surrounded by a zone ten feet (10') wide that is substantially devoid of major trees, shrubs, weeds and tall grass that are considered high in fuel content. Clumps of shrubs and clusters of trees without ladder fuel will be permitted within this zone. e) Parking areas will be kept free of tall grasses and other combustible ground vegetation. f) Within a thirty foot (301) wide zone around structures, existing trees and shrubs will be thinned to minimize fuel. g) Roofs shall be kept clear of debris. 10. Applicant shall provide the following requirements of the Snowmass/Wildcat Fire Protection District (the "District") which requirements may be modified by an agreement between Applicant and the District: a) A storage tank to be a minimum of two hundred and fifty thousand (250,000) gallons, or equivalent, approved by the Fire Protection District; b) All primary residences, guest house and caretaker units shall have NFPA 13D or 13R sprinkler systems; �) Wherever private drives are used, bridges and culverts to support fire equipment will be provided; and wherever possible oversized turnarounds and curve radiuses will be created without causing large cuts and fills in roads; d)i The Association shall provide 10,000 square feet of land at the northern -most tip of the Ranch Manager's Parcel where the District will construct a sub -station at the District's own expense when needed; e) Wildcat Ranch, Ltd. shall provide a sixty Thousand and No/100 dollars ($60,000.00) matching fund donation to the District for the purpose of purchasing a piece of fire/rescue equipment. 11. Roads within Wildcat Ranch.shall be treated for dust control. During construction (including construction of roads), the Applicant or lot owner shall submit to the Town a fugitive TC Ord 94-08 Page 17 dust control plan which commits to measures which will reduce wind-blown dust. Measures may include cleaning of off-site roads whiche dirt trackeonto of roadwaysa and ther,watering measures,of disturbed areas, watering 12, Two Hundred and No/100 dollars ($200.00) per principal dwelling unit, per guest house, and per caretaker shall be paid to the school district upon issuance of a building permit. Since Wildcat Ranch Lands fall within two school districts, the actual amount of the contribution to each school district shall be commensurate with the portion of Wildcat Ranch property taxes attributable to each district. 13. Utility service to individual 'lots shall follow driveways wherever possible. Within migration corridors, placement of utilities shall take place between June and November. Construction shall not prevent elk and/or deer migration between winter and summer ranges: 14. The owner of any Wildcat Ranch Land, which is partially located outside of the Town boundaries, shall pay to the Town at the time of any sale the real estate transfer tax, as required by Town Ordinance. The amount of the tax shall be based on the sales price* of the entire property and no attempts shall be made to discount the tax for those portions of the property not located.within the Town. 15. Subject to wildcat Ranch Association approval, Wildcat Ranch will convey two parcels -of land totalling approximately 78 acres located in the Northly section of Homestead 11 to the Town. The location of these parcels is shown in Exhibit "E." Both parcels shall be zoned for employee housing. Wildcat Ranch shall prepare a detailed final plat for the two parcels. The Plat is hereby approved by the Town Council and the Mayor and Town Che Town subject toare hereby treviewdto execute the and approval by theTown t on behalf of t Town Attorney and Town Planner. Section Four. Severance If any provision of this Ordinance or application thereof shall be determined by a Court of Competent Jurisdiction to be invalid, such determination shall not affect other portions of this Ordinance or their application, which shall continue retains allfull rightoand reaediescto In this instance, Wildcat Ranch such action. INTRODUCED, READ AND ADOPTED on first reading by the Town Council of the Town of Snowmass village, Colorado on the 6th day of June, 1994 by a vote of 5 to 1 Councilmember Blake opposed. Councilmember Mercatoris absent. JUN a3 194 10:03 TC Ord 94-08 Page 18 P.1%1 INTRODUCED, READ AND ADOPTED an.second reading by the Town Council of the Town of Snowmass Village, Colorado on the 20th day of June, 1994 by a vote of 4 to 0 Councilmembers Slake, Unger, and Mercatoris absent. ATTEST: Trudi Worlins, Town Clerk EOC E.O. CHURCH, INC. ENGINEERS & GEOI June 29, 1998 Brikor Associates Attention: Briston Peterso 495 Morrison Street Carbondale, Colorado 81623 Subject: OWS Design, Prope Lot 9, Wildcat Ra Pitkin County, Cc Job No. 9797 Dear Mr. Peterson, As requested., we prepared an Onsite Wastewater System (OWS) design for the subject site. Subsurface conditions were investigated by CTL/ Thompson (CTL) under Job No. GS -2022, dated November 15, 1996. We visited the site with you on June 23, 1998. SITE CONDITIONS - The site is a 500 acre parcel. The site has a moderate cover of grasses and scrub. The proposed field area has a gentle to moderate slope. The proposed structures will be served by a community water district. The water lineexist within 0 feet of the proposed field area. - --- PROPOSED CONSTRUCTION - A two bedroom caretaker unit and a two bedroom and one bunk_roQm_guest_house isr000sed. A detached storage unit is proposed near the guest house. A detached garage is proposed near the caretaker unit. Due to possibly finishing unfinished areas, the pro- posed OWS design consist of a 10 bedroom residence greater than.. -000 square feet (SF) Using the Pitkin County standard of 130 gallons per day (GPD) per person with two people per bedroom and 10 bedrooms, the sewage load for a greater than 6000 SF residence is 4550 GPD. Loading with a 1.75 peaking factor is 7963 GPD. This loading includes a gar- bage grinder, dish washer, and washing machine. SUBSURFACE CONDITIONS - A subsurface investigation was performed by CTL. Please refer to the attached CTL report for details. Subsurface conditions were investigated by drilling one profile pit and three percolation holes in the area of the proposed field. Subsurface con- ditions consist of a 2 foot organic clay layer, underlain by clayey to sandy gravels with cobbles to the maximum depth explored of 10 feet. No ground water or bedrock was encountered. During our site visit, we observed very large boulders at the surface and excavated from a trench for the water and electric line. Percolation tests indicate results of 3 to 4-0ver inch (MPI). The average percolation rate using the greatest rate measured is 17 MPI. The CTL report recommends the OWS be designed on a percolation rate of 15 MPI. 925 East 17th Avenue • Denver, Colorado 80218-1407 P.O. Dox 2869 • Evergreen, Colorado 80437-2869 (303) 832-9692 FAX (303) 832-3517 (303) 674-0660 FAX (303) 674-0813 2 RECOMMENDATIONS - We recommend a septic tank and ch mber-bed OWS be installed at the location presented on Fig. 1. e OWS design is based on an average sewage load of 4550 GPD and a rcolation rate of 15 MPI. We recommend each structure be serve 's own septic tank near the structure and then a combined septic a At the caretaker unit, we recommend a_--1250-_g.al.lon-- azo=c-ompa _ t precast concrete septic tank with an effluent filter at the utlet. At the guest house, we recommend Xwo 2Q0D_=gallon single -compartment precast con- crete septic tanks and a 100Q -gallon sing_he�-ompartment precast con- crete septic tank with an effluent filter on the outlet. The sewer pipes from each structure should connect before a 100D—gallon single compartment precast concrete septic tank with a dasJng siLhpn. The dosing chamber requires a minimum capacity of 500 gallons. An alter- native to the dosing chamber is installing a dosin siphon in a screen vault in the treatment units serving each structure. A dosing siphon in a screen vault in the second chamber of a 1750 gallon two-compart- ment precast. concrete septic tank may be installed to serve the care- taker unit. A dosing siphon in a screen vault may be installed in the second compartment of the proposed 1000 -gallon two-compartment precast concrete septic tank to serve the guest house. We recommend the field be installed to serve both residences. A distribution box should be installed to equally distribute between two 15 feet by 100 feet chamber fields. Each field will consist of 5 rows of 16 chambers as presented in Figs 1 and 2. A total of 160 chamber is needed. This configuration must be approved by the Aspen/Pitkin County Environmental Health Department (APEHD). If APEHD does not approve of this configuration, we recommend the installation of a 30 feet by 100 feet chamber field. The field will consist of 10 rows of 16 chambers for a total of 160 chambers as indicated on Figs. 1 and 3. The proposed OWS is designed for a 10 bedroom residence with greater than 6000 SF of living area. If additional bedrooms are anticipated, we believe the installation of a larger OWS at the time of original construction to accommodate any "build -out" size of the residence is cost effective. The septic tank would have to be increased by 569 gallons of capacity for each additional bedroom. Each additional bedroom will require 248 SF of chamber -bed, 16 chambers. OPERATION AND MAINTENANCE - The owner must realize an OWS is different from a public sewer system. The owner must be aware of and assume responsibility for maintenance of the system. We recommend the septic tanks be pumped and filters be cleaned (hosed off) every two years. There are daily considerations such as not putting plastic or other nonbiodegradable materials down the septic system. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running toilet will consume in excess of 1000 GPD if allowed to run. As the system is designed for 4550 GPD, an excess 1000 gallon loading may flood and irreparably harm the system and stress the water supply. LIMITATIONS - Our layout, design and recommendations are based on data submitted. If subsurface conditions different from those described in this report are encountered, we should be called to observe the sub- surface conditions. If proposed construction is changed, we should be notified to evaluate the effect of the changes on the proposed system. C 3 0 All construction is to be in accordance with the Pitkin County 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 requirements of the ISDS regulations. The installer of the system is to be approved by the Pitkin County Health Department, and is to have demonstrated a knowledge of the ISDS regulations and requirements. The OWS design includes one installation observation. Additional observations are not included in the cost of this design. If there are any questions or if we can be of further service, please call. E. 0. CHURCH, INC, i Edward 0. Church, EOC/cbs 3 copies sent cc: Bob Nelson Fed Ex: Brikor Associates, Attention: Briston Peterson t , (i LOT 9, WILDCA T RANCH r P/ TK/N COON TY, COL ORAD y NO TES .r ARAIR w... �s { I = �r.• 1. SITE PLAN PROVIDED r JNI`T a BY BILL POSS AND h: - 00SED` { ASSOCIA TES. 2. DOSING SIPHON A ENA 7J>t%E` 1 P AGE PRESENTED IN FIGS :2 ND I { i -0 f t,of �- ,PR fOEt TroF PI 1250 COM =Alz"T I(�1£N �hfEC/4::ff CO CRETE/DTIC 'T (111. TIFfL E JN a �,�, It i { . t? I ROPOSEIJ CH�DU G`(JET lOU E ` 7i1,�11``' :Ei/+' RAE . Tll1N' TWO 20 0 ?GALL 011! Sl fIAMT f ':COMPAR ENT PRECf T z rJai ' CONCREI SEPTiGANf�S�� I000 GAL' AL OAA SINGE l✓ OOMPAR EN7` PRA-CA5 f yr `f CONCRETE SEF T/C TANK M f EFFLUENT F/L TFR ON THE AP}'`O' L_QC1 TSO OFi r ''z N ' WA E SNF '�, � . 1000 GAL N $INLO-E .CONT' ,PRECAST CONCI?,ETW';.�E /C ,gRJA!I RDPSED W/ JH DQSING s '.iI3NAeI ONfIOUPt el --dl.. ZRt�U ON'$QX` ;N 1 O15 OF, 16 Ic j,E' 1r 'rt jr� 1 1 rE.fi l�l�11f1L0 CONFIGURA nON - t 100' EACH. PER FIELD OF 16 CHAMBERS o/ r-? 'r{rl > 1 �T�'J.7A ..: ' 2480 SF. AND L OCA TION DOSED OWS FIG. 1 r TYPICAL PLAN VIEW 3' OR 4' PVC —/ OBSERVATION/VENT PIPE 3" OR 4' PVC PIPE HUNG TO MANUFAC,—, SPECIFICATIONS Ul •e C 6' MIN. GRAVELLESS CHAMBERS TYPICAL CROSS-SECTION OBSE 4' PVC OERVATION/VENT NATURAL PIPE GRADE i un --, 3 6' MIN. GRAVE -LESS CHAMBERS SPECIFICATIONS DESIGN CRITERIA STRUCTURE - 10 BEDROOM RESIDENCE. MOO SF LOADING - 130 GPD PER PERSON TOTAL LOADING - 0 - 4550 GPD PERCOLATION RATE - T - 15 MPI AREA - i1.75 X 0 X--FW5 TOTAL AREA - 3524-' REDUCTION FOR �H MBERS - 30% TOTAL AREA WITH REDUCTION - 2467 SF TRENCH SPECIFICATIONS EFFLUENTINLET FROM DISTRIBUTION BOX LENGTH - 100 FT WIDTH - 15 FT NUMBER OF FIELDS - 2 TOTAL PROPOSED AREA - 2480 SF NUMBER OF CHAMBERS PER ROW - 16 NUMBER OF CHAMBERS PER BED - 80 TOTAL NUMBER OF CHAMBERS = 2 • 80 = 160 TREAMENT UNIT SPECIFICATIONS PROPOSED CARETAKER UNIT - 2 PEOPLE/BEDROOM . 2 BEDROOMS . 130 GPD - 0 - 520 GPD TOTAL CAPACITY - 1.75 X 0 X (30 HOURS/24 HOURS) - 1138 GALLONS RECOMMEDATION - WITHALLON TWFO CORPONTTMENT HE OUTLET ST CONCRETE SEPTIC TANK ALTERNATIVE - ONE WITH I750 GALLON A DOSING SIPHONIN COMPARTMENT N VAULT IN HE CONCRETETANK SECOND CHAMBER PROPOSED GUEST HOUSE - 2 PEOPLE/BEDROOM - 8 BEDROOMS * 130 GPD - 0 - 4550 GPD TOTAL CAPACITY - 1.75 X 0 X (30 HOURS/24 HOURS) - 4550 GALLONS RECOMMEDATION - TWO 2000 GALLON SINGLE COMPARTMENT PRECAST CONCRETE SEPTIC TANKS AND ONE 1000 GALLON ONE COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER ON OUTLET ALTERNATIVE - A DOSING 000 GALLON HTWO COMPARTMENT PRON IN THE SECOND ECAST CONCRETE PROPOSED CON RETE SEPTIICENT OF A TANK RECOMMENDED TREATMENT UNIT INCLUDES A 1000 GALLON SINGLE COMPARTMENT SEPTIC TANK WITH A DOSING SIPHON. JOB NO. 9797 FIELD DETAILS FOR RECOMMENDED RELD CONFIGURATION RG. 2 TYPICAL r 3" OR 4" PVC OBSERVATION/ 3" OR 4" 1 HUNG TO SPECIFICA , .. . TYPICAL CROSS-SECTION NATURAL ----,, 1.5' SPECIFICATIONS 3" OR 4" PVC OBSERVATION/VENT PIPE 3' �-- VGRAVELESS CHAMBERS DESIGN CRITERIA STRUCTURE - 10 BEDROOM RESIDENCE. )6000 SF LOADING - 130 GPD PER PERSON TOTAL LOADING - 0 - 4550 GPD PERCOLATION RATE - T - 15 MPI AREA - (1.75 X 0 X-47)/5 TOTAL AREA - 3524 SF REDUCTION FOR CHAMBERS - 30% TOTAL AREA WITH REDUCTION - 2467 SF SLOPE FOR TRENCH SPECIFICATIONS EFFLUENT INLET LENGTH - 100 FT WIDTH - 30 FT NUMBER OF FIELDS - I TOTAL PROPOSED AREA - 2480 SF NUMBER OF CHAMBERS PER ROW - 16 NUMBER OF CHAMBERS PER BED - 160 TREAMENT UNIT SPECIFICATIONS PROPOSED CARETAKER UNIT - 2 PEOPLE/BEDROOM - 2 BEDROOMS • 130 GPD - 0 - 520 GPD TOTAL CAPACITY - 1.75 X 0 X (30 HOURS/24 HOURS) - 1138 GALLONS RECOMMEDATION - 1250 GALLON -TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET ALTERNATIVE - WONE ITHIASDOSNG �PHONTWO INCOMPARTMENT SCREEN VAULT INPRECAST THECONCRETE SECOND CHAMBER SEPTIC TANK ER PROPOSED GUEST HOUSE - 2 PEOPLE/BEDROOM • 8 BEDROOMS = 130 GPD - 0 - 4550 GPD TOTAL CAPACITY - 1.75 X 0 X (30 HOURS/24 HOURS) - 4550 GALLONS RECOMMEDATION - TWO 2000 GALLON SINGLE COMPARTMENT PRECAST CONCRETE SEPTIC TANKS AND ONE 1000 GALLON ONE COMPARTMENT SEPTIC TANK WITH AN EFFLUENT FILTER ON OUTLET ALTERNATIVE - A DOSING SIPHON IN THE ENT OF THE PROPOSED 1000 GALLON TWO COMPARTMENT DPRECASMCONCRETEH TSEPTC TANK RECOMMENDED TREATMENT UNIT INCLUDES A 1000 GALLON SINGLE COMPARTMENT SEPTIC TANK WITH A DOSING SIPHON. JOB NO. 9797 FELD DETAILS FOR OPTIONAL FIELD CONFIGURATION FIG. 3 E.O. CHURCH INC. -- Septic Tank with 4" Dia. Biotub? Effluent Filter O Orenco Systems® ,r—PVC Splice Bax w/Cord Grips incorporated Fiberglass Casketed Lid with St iriless TMI Woks InsDec ion access Slane Ground RIC Riser with Grarnmet(sf R`:.ser and Lia (at May FrorrE Riser (bond to tank odcpter with or near ground recomr-nerided adhesive) ........ .T.............. xw.., -landeitar Cartridge i Conduit Tankdaakercrm Rte! ;f id c;i to desir£� (cMf or bolted) CarndA Bea! Tank Adlnpter (cast air halted) .......... _ <.... .............r....................................:.......................................................................:... , 'ems° Qriiie lrtlet Tee e :...... _ . �s i.. Effluent urn: � g .:Liquid k.vvel High Lzvel Aicrr>irat lodulafing Cischcrga Cruces vault Inlot Parts Iter Cartridge ................................................................................................................ ........................................+s�S eries 8101"ube Eff uenk 'Iter D`:.sclosure: The owners of W.�3. hunt. Inc. ore also own S.C,1...nfer�rives, Inc. chic^ distribute Crenn, Systems Inc, products ?efenks f 4,439,323 & 5,492z63 aregn Patents pending DW—TD-9 1997, Crenco Systems, Inc. `�. 1.' '98) JOB NO, OiP FIG.. . E. 0. CHURCH, INC. • 2" Dia. Dosing Siphon System QD ...... Orenco Systems Incorporated F . iberglem-9 Gusketed L;d W stainless Steel Bolt"; PV" C Riser with Grornrn;et ;bond to tank adapter with recornmefided adhesive) Slope Ground 1 Verit Piping Away Frorn R`ser ..... . • ....................................•Y .... — — ------ . ........ ................. ......... rn Adapt.er Cara ;rip (cast or bo feed) „Dose Counter ;rflet Tee Dose C",n4-r 9cm, .......... =hnrge F':+t';ngs . ....... Drawdown ............ Dosing Siphon— !r,.& V&c.u:red) dia, tronsport 1: orer,..co or Equivaler, i ......................................... .................... . . . .. ... ..... ....... . ..................................................................................................................................... ........................ ........................................................................................... .......................... ..................................... ..... ................... h c. h are also own Q.C.G.Enterpri-ses, Inc. w ullsc�:osre, The awn-ers of ED. ("hurc., ir.. 2" Flexible Hose Asssernlbly ............................. dlsf�ibute Cresco Sy-,�;ernq Inc, Produ<Aks- pith 20--uick [Nsconriect Potent Ug 4,439,323 Rev, 1,0 (2/98) FIG. 53 JOB NO. 9797 E. 0. CHURCH, INC. 2" Dia. Dosing Siphon System Slope Ground Away Frorn Riser .. --.. f ,ora Cr -gyp To nose Counter Inlet The �: ' _ _ ...�.�� Dose :.,..0 unteir:�lo�_ ..... ,. s..� € .....' E-.. : raWG wn f 0.1 ni dosre: The owners of E.C. Church, Inc, are also own S.C.C. Enterprises, Inc. which distribulkc OrVC0 Syeterf:s inc, Products. Patent # 4139023 ` 199'7, urenco System--% ;rc. JOB NO. 9797 Fibergless uasketed I. d with Staness Steel Bolts PW, Riser with Grornm.et (bond to tank adapterwith recommended adhesive; i" Vent Mp&q ''enk Adopter (cnvkt or bolted) f # t Discharge Rtbngs " d'a, lmnsport be reWred) \ Yeut lisle° Ios "oyethylene Screen ra'r- Po -I screenod S phon Vau'•.t 2� Flexible Hose Assseribly with Quick Disconnect u EDW—TD— 13 Rei. 11 (2/98) ;: i. 6 R • 10 APPENDIX A CTL/THOMPSON GEOLOGIC AND PRELIMINARY GEOTECHNICAL INVESTIGATION HOMESTEAD 9, WILDCAT RANCH DATE NOVEMBER 15, 1998 JOB NO. GS -2022 JOB NO. 97'97 I I ' GEOLOGIC AND PRELIMINARY GEOTECHNICAL INV'ESTIGA11ON PRESTON RESIDENCE HOMESTEAD 9, WILDCAT RANCH PITKIN COUNTY, COLORADO Prepared For: Mr John Priaton c/o Coates Reid & Waldron P.O. Box 6450 Snowmass Village, CO 81615 Attention: Mr. George Huggins Job No. GS -2022 November 15, 1996 CTUTWOMP SON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS. COLORAOO 81601 W (1270) 945.2809 LSI Smail cuts with rock wail facings may be required. A 'rock wall" is generally a landscaping feature. Rock wails greater than approximately 6 feet In height do not provide adequate resistance to lateral loads. if rock wails are used we suggest a maximum height of 6 feet. The wall should bo battered at an angle of approximately 60 degrees, the width of the base of the wall should be at least one-half the height and the wall face should be no steeper than 3/4 to 1 (horizontal to vertical). Surface drag The ground surface around structure should be shaped to provide for rapid run-off of surface water away from the structure and off drive surfaces. We recommend slopes be at least 6 inches in the first 6 feet. Roof downspouts and other water collection systems should discharge well beyond the limits of all backfill around the'residence. Water should not be aliowed to pond between residence and drive. Landscaping and site grading should provide for channeilzatlon and dlrecting of surface drainage down, around and away from the building and drive. Areas where sheetwash can be expected to occur over ground surfaces at this site during spring snowmelt need to be protected from erosion. Proper control of surface run- off is also Important to prevent the erosion of surface Solis. Sheet flow should not be directed over unprotected slopes. Water should not be allowed to pond at the crest or bottom of slopes. Permanent slopes should be re -vegetated to reduce erosion. PERCOLATION TESTING We drilled six (6) percolation borings to approximately 4 feet deep and two (2) profile borings to approximately 10 feet deep. Locations of our borings are shown on Figure 2. Our profile and percolation borings penetrated 0.5 feet of organic clays underlain by very dense, sandy to clayey gravel* with cobbles to a maximum drilled depth of 9.0 feet. No free groundwater was found In our borings during our field Investigation. Summary togs of the soil penetrated by our borings AIR. JOHN P"MON CTUr 09-2022 aje shown on Figure 3. Results of our percolation tests ara shown on Figures 7 and g- We recommend a design percolation rate of 15 min/Inch. UM1TATIONS Our borings were widely spaced to provide a general picture of subsurface conditions for site grading and preliminary planning of development. We recommend a design level soils and foundodon Investigatian be pefformed at the building location to dewlap foundation recommendations. This Investigation was conducted in a manner consistent with that level of care and skill ordinarily used by geotechnical engineers practicing In this area at this time. No other warranty, express or implied Is made. If we can be of further service In discussing the contents of this report or the analysis of the Influence of the subsurface condltlopar the design of proposed construction, please call. ohn hilrig;�•P.E. ra Msnagi3 (3 copies sent) MR. JOHN PRESTON CTllr QS -2M ■ �l 01 1 1 O O L0�q L.- -p .' �---'� TH-1 EL --8135 0 ff= 0 10 b 0 a .r 20 25 4 �--- 5 :s �- L--- 10 Job No. GS -2022 50/5 TH-2 $1,=8165 35/12 PrafIle Na. 1 P-2 P-3 P-4 P-5 P-8 15- 5- 20- 20- 25 25 w 5 10 - SUMMARY LOGS OF 0 5 0 _; 10 LIGEN11: M 0 Organic oleys. moist. dark brawn. (OL) Gravels, .010 to away with cobbles very dense. suwly moist. gyred -brown- (GP� E2 =a"dy to silttiy. verb stiff# m4 brown. ( Drive saranp10* The symbol 50/6 indicates that b0 blows of a 140 hound hammer fALUM9 90 inches were required to drive a 2.0 inch Q.D. sasapler 0 inches. Drive samppl1ee The s�bol W;/12 140 indicates fiat 36 blows So - of inches POM& has=te aping ,K. roquired to drive a 2.5 inch O.D. somipler 12 inches - Indicates bag sample. Indicates drib rig refusal. ytultiple boys indicate more than one tt ea hole at the sate location. NOTES: 1, ploratary bo10) oms a 'wed Novemb i1. ifl�8twith a fourav;er�ch diameterco powes re f rcm to �aplsic mappimate. �ded 2. Nlevations Arte lip Schmueser GordonMeyer and are APProz S. These borings era subject to the explanations, limitations and conclusiona ss cautained in tris report. JGS OF MLORATORY BORINGS -ft. i SATURATION AND PREPARAT101 PERCOLATION TEg1 DATE: 11/1"a DATE: 11 /13/9!f TIME AT START OF SATURATION: WATER IN BORINO AFTER 43 HOURS A-- YES (F-2) _?L No (p.1 i P.3j PERCOLATION'RESULTS HOLE DEPTH TIME AT TIME DEPTH TO WATER NUMBER ONCH" START OF INTERVAL CHANGE PERCOLA- INIEEIVAL (lVIINU7ESM41.10 IN WATER TION RATE DEPTH (WINCH) (INCHES) F'1 47.90 9:43 30195 *47.0 2 10:13 30 6 3 10:4830 2" 37.0 105 3 11:15 30 37.0 42.26 6.25 0 1145 30 23.79 31.75 >t 4 12;19 30 91.7!5 40.6 0.79 3 12:48 30 25.75 34.5 &75 3 p"'Z 42.0 0,45 30 22-25 33.75 11.6 3 !aha 30 33.75 3e.0 6.25 ¢ 10:43 30 10.0 25.0 0 6 11:16 30 26.0 31.25 9.25 a 11y45 30 3135 30.0 495 8 12:15 30 30.0 41.0 Fj 6 1$:45 30 24.5 31.0 6.5 a P,9 44.0 9:48 30 24.0 32.0 3 4 10:15 30 azo 39.6 6.5 8 10:,46 30 22,0 24.0 1 30 1116 30 24.0 24.75 0.75 40 11:46 30 24.75 28.6 0.75 40 12:10 30 25.5 25.5 1 30 12:45 30 2" 2" 1.5 20 140b No. GS -2022 Fig. 7 SATURATION AND PREPARATION PERCOLATION TEST DATE 11 /10/94 DATE: 11113/96 TIME AT S'T'ART OF SATURATION: WATER IN BORING AFTER 48 HOURS YE.S (P4) -I_ NO (R4 & P-6) PEWOLATION 7=T RESUL-M DEPTH TO WATER HOLE DEPTH TIME AT NUMBER (INOHM START O TIME INTERVAL CHANGE PERCotl4- INTIPIVAL (MINUTES) START OF Em OF IN WATER DEPTH TION RATE (MIN/INCH) INTERVAL 11IMPIVAL (INCHES) Pro 63.5 10.-00 30 28.25 57.6 9m 3 10.30 30 37-5 42.0 8 6 11:00 30 20.0 27.5 7.5 4 11!30 30 27.5 25.75 2.25 13 12:Oa 30 215.733 52.55 3 10 12:30 30 3:L75 25.7E 3 10 1 m0 90 36.73E 37.5 1.75 17 P -a 44.0 10000 So 29.0 it 10m 30 56.2: 3" 1.315 24 1.10 50 20.26 21.25 1 30 11:30 30 2121 23.8 2.25 13 12:00 30 25.5 24.250.75 40 1'.1"SO 30 24.21E NJ 225 19 1:00 30 2L5 29 6 1.75 17 P-6 49.0 10:'00 30 19.5 29.0 9.5 3 100 30 25.0 42.0 13 2 11:00 Sb 19.25 31.20 12 3 11:30 30 3125 40.0 6.75 3 12:00 30 225 36.0 19.6 2 12:30 30 96.0 42.25 6.25 5 1= 30 19.75 36.0 1625 2 `'* No. Q5-2022 Pig. 8 FAX COVER SHEET BRIKOR Associates LLC Post Office Box 1361 Aspen, Colorado 81612 Phone,(970) 923-3088 Fax: (970) 923-3088 SEND TO Company name From Attention Data Davo-ov rz 1074f Office loc8tfon Office location I &AW Fax number Phone number Inez, XUrgent 0 Reply ASAP ❑ Please comment ❑ Please review ❑ For your Intbrmadon Total pages, includnq cover: .............................. - ....................... I .................. 11.1 ......... .............................. ............................. .............. . ..... .. F ................................ & . .................. . . .. . . . .... . . . .. . ........... ........... ....... . ...... .... . I ........ ....................... . . ............ ...... .... .............................. ..... .......... - .......................... .. .... .......... I ........... ........ ....... ."00 ........................ X ........................................... I .................. 1.1-1-1-1 ................................................ I ......................... ..................................... individual or entity to which it is addressed, and may be This massa --q-e- is intended for the .... use o f the *e* ...... . .............. ....... . information that is privileged and confidential. If you are not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient and have received this information in error you are hereby notified that any dissimilation, distribution, or copying of this communication is prohibited. Please notify us immediately by telephone at the number indicatod above. Thank you. a4A� �3' C 4-0 /6". - /11f -4r :i: { 1 Q,.:5} t UNSUITABLE ElSTANDARD BACTERID' 'CAL WATER TEST .T S1J Analyst :j FOR TEST SNOWMASS WATER & TATION DISTRICT (� x P.O. BOX o'i00 t RESULTS SNOWMASS VILLAGE, CO. 81615 MEMBRANE FILTER �~ Sample Location - PWS ID#DIRECT ' NAME OFf j{+,(j( SAMPLE TAKEN. DATE '' + TIME SUPPLY -- VERIFIED w o :CHLORINE FECAL � ABSENT PRESENT V COU TY SAMPLER RESIDUALMGIL ¢ (� COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY ADJUSTED v 0 ( ) NON COMMUNITY (Y) CHECK SAMPLE ( ) PROCESS WATER COUNT: COLIFORM/100 ML ( )OTHER PUBLIC ( )RAW ( ) GROUND (11Q,SURFACE LAURYL SULFATE BROTH ( PRIVATE ( ) SPECIAL PURPOSE SAMPLE' "NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL 24 4 BE DISCARDED, a kr. t REMARKS: .,,. ;fir �S^- � 1 1x V �C` in .V 48 BGB RETURN TO �+ �1 { MPN COLIFORM/100ML q ADDRESS v (� RESULTS GREATER THAN ONE CITY-STATE _ tom,' j COLIFORM PER 100 ML INDICATES NON-COMPLIANCE WITH MINIMUM SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS. DRINKING WATER STANDARDS. LAB -MICRO 106 (Rev. 3-79) 100M 4- .. _. .- ..:... w•?o-x. 4�":4:s1'_,..f.R ..�.:jxt „, .h0..'Y.'Td�n u,a. Gcv h'nGt xx...Y4'.w'Ma.Ie?u_�kva. .'.ir-�1uG.. X^5 he..2ftu'XM'�'.�:N� �'•i�Sue'fi. In• 505 EAST "N STREET ASPEN *COLORADO 81511 TEL: (970) 925-4755 Issue Dot": 05-1-1-98 DE516N DEVELOPMENT 05-11-98 BUILDIN6 PERMIT 06-10-415 GON5TRUCTION DOCUMENTS Last Modified: oe-oe- b I I SEMINOLE INVESTMENTS LOT 9, WILDCAT RANCH 5NOWMA55, COLORADO PROJECT GUE5THOU5E T71o0 anlOoO.4eQ1 DESCRIPTON LOYVER LEVEL FLOOR PLAN 51 -ALE. I/4' • I'-0" SHEET A o1 r°OSwiN c"svSOL u -RE µ ow rzRscR,in wc�irtsiRcuroiw wwRc�r 805 EAST MN STREET ASPEN, COLORADO 81611 TEL: (970) 945-4755 Issue Date: 05 -1? -9H DE516N DEVELOPMENT 05-11-98 BUILDING PERMIT 06-10-95 CONSTRUCTION DOCUMENT5 Last Modified: --I -9P [ I SEMINOLE INVESTMENTS LOT 9, WILDCAT RANCH 5NOINMA55, COLORADO PROJECT GUESTHOUSE 4110m 411000-4622 _ DESCRIPTION MAIN LEVEL FLOOR PLAN 30:ALE: V4' • I'-0' SHEEP l-Uod—y-L 'IE m ma : .sP Sxw oix xcsEmTo 9icMrs, iNcwoiNc mvrxcKr 805 EAST MN STREET ASPEN, COLORADO 81611 TEL: (970) 945-4755 Issue Date: 05 -1? -9H DE516N DEVELOPMENT 05-11-98 BUILDING PERMIT 06-10-95 CONSTRUCTION DOCUMENT5 Last Modified: --I -9P [ I SEMINOLE INVESTMENTS LOT 9, WILDCAT RANCH 5NOINMA55, COLORADO PROJECT GUESTHOUSE 4110m 411000-4622 _ DESCRIPTION MAIN LEVEL FLOOR PLAN 30:ALE: V4' • I'-0' SHEEP l-Uod—y-L 'IE m ma : .sP Sxw oix xcsEmTo 9icMrs, iNcwoiNc mvrxcKr ambbm oz;o,^w4;y- 695 EAST "N STREET ASPEN, COLOR 81611 TEL (970) 925-4755 I... Wt.: 05 -11 --la DE516N DEVELOPMENT 05-11-.qa BUILDING PERMIT 06-10-15 CONSTRUCTION rPOr-UMENT5 L..tV. ifi.d: or -II as C] SEMINOLE INVESTMENTS LOT q, AlLVr.AT RANCH 5NOAMA55, r,0LORADO PROJECT 5TORASE DESCRIPTION MAIN LEVEL FLOOR PLAN 5C, -,LE 1/4' - I-•. SHEET A98 2 DD MTES --E m� 91u P.c. . E DSD OR —D p—, v.c IM E/ -- STREET .'D..COlOR6W 315,' TEL (970) 925-x155 I. -Date: 05 -IT -48 DE516N DEVELOPMENT 05-I I -q8 15UILDIN6 PERMIT 06-10-98 GONSTRUOTION DOCUMENTS Lost Modified: D6-08-98 CJ SEMINOLE INVESTMENTS LOT q, WILDGAT RANCH SNOWMASS, GO_ORADO PROJECT GUESTHOUSE ,n10m-,000•4.m DESCRIPTION UPPER LEVEL FLOOR PLAN SCALE: 1/4' • I'-0" SHEET p ,... °u ross a .smc3TEs o.c �vossTMi�i�ssa�cMi[�z6i�K1°¢ RE ME BE E,sEI ir M C—ED .sT THE w+m�n ER vmusslw F °u voss . ws 4CLARE AI® vUwwG, v. 0�CeRs. 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M MD .T REiNN ILL LCa110N LN ONER RE50.Ym IeGNR, I1ICLUOYL COPYRbM r4l M 605 EAST "N STREET ASPEN, MLORIDO 8.611 TEL (970) 925-4755 I-- Dote: 05-11-98 DE516N DEVELOPMENT OS -I I-98 BUILDING PERMIT Ob -10-115 CONSTRUCTION DOCUMENTS Last Mod�,f ied' Ob -08-9E 5EMINOLE INVESTMENTS LOT 9, WILDCAT RANCH 5NOY4MA55, COLORADO PROJECT STORA6E „10.00----- -1000-4a74 DESCRIPTION ROOF PLAN SCALE: 1/4' • I'-0" �b -7 \\ j/ P�"O M 605 EAST "N STREET ASPEN, MLORIDO 8.611 TEL (970) 925-4755 I-- Dote: 05-11-98 DE516N DEVELOPMENT OS -I I-98 BUILDING PERMIT Ob -10-115 CONSTRUCTION DOCUMENTS Last Mod�,f ied' Ob -08-9E 5EMINOLE INVESTMENTS LOT 9, WILDCAT RANCH 5NOY4MA55, COLORADO PROJECT STORA6E „10.00----- -1000-4a74 DESCRIPTION ROOF PLAN SCALE: 1/4' • I'-0" LJ LJ \\\ \ \\\\\ \\\\\ a05 FAST AWN STREET ASPEN, COLORADO elfin TEL. (970) 925-4755 lesw Date: 03-17-98 DESIGN DEVELOPMENT 05-11-98 BUILDIN6 PERMIT 06-10-98 . CONSTRUCTION DOCUMENTS Lost Modified: 06- 1N 8 [ I SEMINOLE INVESTMENTS LOT 9, NILDCAT RANCH 5NONMA55, COLORADO L20 CARETAKER UNIT d 6ARA&E mlo.00 m1000-4ms DESCRIPTION LONER LEVEL FLOOR PLAN S0/•LE: 1/4' • V-0' SHEET 1�doQl� p was au rocs a AssocNT6 r.1- aaaF <oNTANEe aaNNAN" °e °` a.LF ar a1- ASSaLNI� .FLFrtEFNRE ANo a roar a 7Ns NroFwnoN wN'v Nei lien oR corm nman ,NF rwoa wFFrtN PoaassoN a eu wss a Assa:Nrrs. FRELIURE AIO gNaMK P.F P053 ASWCNTR MCN2CFME AIF) RINHINa. 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