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pitkin.eh.246314200008 (1999)
Document L (From Most Recent to Old Permit Applicati( Log Sheet/Notes Communicz As -built De Engineer DI Soil Inform Water Permit & Inrormatlon Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. Aspen/Pitkin Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # f � Q YD Parcel ID # Type of permit New( ) Repair( ) Addition to House( )legalizing unpermitted work -GUEST HOUSE Name of Owner Flying Dog West Ranch Richard McIntyre Street Address 1625 County Rd 111 Carbondale Property legal description 2463-142-00-008 Size of lot 422 acre Water source # of bedrooms in house Caretaker unit Total square footage of the house 900 sq. ft. -Guests House # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) TWO Designed by Mailing Address Perc rate Septic tank capacity Permit information Profile hole depth Depth to groundwater or bedrock Absorption area Cnmments This permit is to legalize an unpermitted septic system which serves the guest house. Proof must be provided that the system meets present Pitkin County ISDS Regulations. If the present system does not meet regulations, all necessary changes must be done so that it does meet regulations. Based on a 2 bedroom house, less than 2,000 sq ft, with a pert rate of 5 mpi (based on soil data from the barn/conf center) a 750 gallon, two compartment septic tank and an absorption area of 235 sq ft are required. Receipts for supplies and service must be provided to help indicate size of tank and field. An inspection must be done by this department to verify proper installation and sizing. This would include an inspection of : (a) the septic tank including inlet and outlet t's, (b) the method of equal distribution of flow to the field by exposing the manifold or distribution box, (c) the actual size of the absorption field by must be verified by exposing the corners of the field. An 'as -built' diagram of the system imust be provided to this deparment which shows all dimensions and distances. Permit approved by: XA Date: 1 i y As -built drawings must be inclu4 with this permit before the final approval will be issued. Final inspection approval: /L-t'YUDate: D 0. o0000i 3 op 00-1 6-71x-3'1 12 5 a 000002 )fav_z�_gS T ASPEN/PI'VUN ENVIRONMENTAL HEALTH DEP MENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOS'i SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070!Pax 970-920-5039 Name of OWNER Owner's Mailing Address Name "C. . 1�) � I 4(D3 t; Primary Contact Person (all communication regarding this permit will go through this person) �1 Company Contact Mailing Address Parcel IDA (available from assessor's office at 920-5160 or at www.aspen.Comfassessor/11 Street address of property z.5- C.le !(oz 5 Fax : 4 4 CQ I. I �4z_.b I tl 0151 �lCOZ�J Legal Description: Lot o— .Flock - ,Filing ,Subdivision Sze of lot: � acres. Type of proposed structure: 71eff � Size of bldg. envelope: Total square feet of house — �j p r7 # of bedrooms in house # of offices. lofts & similarsized rooms in house Caretaker Una: Attached ( ) Detached ( # of bedrooms in Caretaker unit /'D # Total area(sq. It.) of caretaker unit t�Owt r� Permit is for. New Home ( ) Repair due to failure Water Private well ( ) Spring ( ) Stream ( If Name of syster ) RemodellAdoibon ( ) Emergency use Community/Public Water System ( ) 0=1 1 TNA L,x:oRvi� , The fee for a !SDS applioa6on is $330 for a permit that takes.5 hours or less for the department to approve. If approval takes 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 iSOS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. 1 hereby certify that :he above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed welts, contour intervals, buildings, property Imes. ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, takes, water courses, streams, ftoodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown an 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 employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction, The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in ase of failure of the system, Signature of applicant _,L , �� Date 0, (0 Rt4beived by :. A� l✓ ® J Receipt # 3 7 S 9 Date 6_jo_Vf l t i t 0 0 lO 000905 ;OCUO V TO: Gabe Preston, Community Development Department FROM: Nancy MacKenzie, Environmental Health Department DATE: September 13,1999 RE: Flying Dog Ranch West (McIntyre)1041 Hazard Review & conceptual submission Parcel ID# 2463-134-00-002 A condition of approval for this application is the Applicant must document to the Environmental Health Department that the well(s) meet setback requirements and that quantity and quality of the well water are adequate, prior to issuance of septic system and building permits. A condition of approval for this application is the Environmental Health Department must receive and approve a septic system application, and issue a permit for construction of the septic system, prior to issuance of a building permit. A condition of approval for this application is the Applicant shall file a fireplace/woodstove registration document with the Building Department prior to submittal for a building permit. A condition of approval for this application is that any more extensive projects than a single family home, such as building a large pond or a large landscaping project, do require a Fugitive Dust Plan if it will impact adjoining neighbors and/or roads. The Aspen/Pitkin Environmental Health Department must approve the plan. If an earthmoving permit is require, a Fugitive Dust Plan shall be approved by EHD prior to issuance of the earthmoving permit. When application is turned in for an Earthmoving Permit, the approved Fugitive Dust Plan must be attached. The other concerns this department has is that Richard McIntrye and Flying Dog Ranch West have not fulfilled all the requirements in Resolution 99- 75. The requirements of the septic permit issued on 6/2/1/99 for legalizing the unpermitted ISDS for the guest house have not been met. Mr. McIntrye has not provided proof that the present illegal system meets present Pitkin County ISDS Regulations. The EHD has not been called to do an inspection to verify proper installation and sizing. If the present system does not meet regulations, all necessary changes must be done so that the system does meet regulations. Winter is approaching and if changes are required, they should be done now. We have no documentation that a water meter was installed for the barn. No monthly reports have been provided to the Environmental Health Department documenting the water usage, particularly the water usage per event. A septic permit was issued to expand the existing septic system for the ham. This department has agreed that the additional septic tank could be installed this fall, so that the garden area would not be disturbed during the summer season events. 000007 P. W—a. dy N,, N m a a m In m a m F V Name a C ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN REQUIREMENTS -DEPARTMENT USE ONLY Flying Dog West -Guest Cabin House Size <900 (75 gpd, 100 gpd, or 130 gpd) 75 #of Bedrooms, Similar Rooms accessible to baths in Main Residence 2 # of Bedrooms, similar rooms w/ access to bath in ATTACHED caretaker # of Bedrooms & Similar Rooms w/ access to baths in DETTACHED caretaker Average Daily Waste Flow_ 300 # bedrooms X 2 people/br X 75 State Review Required? no Perc Rate 5 (T) 3 equals # of Perc Holes Required Design Flo w (Q) = # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 525 Minimum tank capacity 656 gallons Absorption Area (A= Q/5 X SORT) A = 235 sq. ft. of absorption area required 15 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 164 sq.ft. with reduction 11 infiltrator units with reduction AREA NEEDED FOR STANDARD ABSORPTION TRENCHES 78 235 Total sq ft /3 =lineal ft of trench needed 2 78 lineal ft/assumed trench length of 60ft = # of 60ft trenches needed 1 # trenches minus 1 = rows of 6ft wide undisturbed soil between trenches 6 2 times 3 = total width of of 60" long field needed for just the trenches 6 1 times 6' = total width of 60' long field needed just for undisturbed soil 12 width of trench +width of undisturbed soil = total width needed 12 by 60 ft is the area needed for a standard absorption field in a trench configuration with no reductions taken and ASSUMING AN AVERAGE PERCOLATION RATE OF 5 SLOWER PERCOLATING SOILS WOULD REQUIRE MORE AREA. SETBACK FROM WELL SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 100 # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day should be added unless an RPE can verify that it is not necessary to prevent contamination. 1/20/99 "OV V 7 Printed on Recycled Paper A"' B & R Septic, Rooter & Jetting Service 1555 Hwy. 133 Carbondale, CO. 81623 963-3814 920-2059 GS -06 QUICK VI yPRINTING INC.-GLENWOOD SPRINGS. ,081p 945.6230 2g265.AR &6 e00010 ,AMOUN. DUAN. I DESCRIPTION PRICE PRICE FROM NO 4 0. GS -06 QUICK VI yPRINTING INC.-GLENWOOD SPRINGS. ,081p 945.6230 2g265.AR &6 e00010 00/13/2000 02:01 970704191 WHITE HORSE CON PAGE 01 �A WHCPE HORSE CONSULTANTS, LTD. LAWRENCE A. DOBLE, P.E., C.B.O. 1406 Main St. Carbondale, CO 81623 2061mf ,*Xopris.net 970-704-1907 970-704-190 USA FACSIMILE COVER August 15, 2000 Environmental Health Department Nom, Here is the info that you requested for Richard McIntyre's guest cabin bathroom addition Please call with any questions. Lary Doble. Dk QU 05/27/1999 09:20 910-9233 STANDARD NAUTIMOLOWCAL WATER TEST SNOWMASS WATER i SANRAT)ON DISTRICT P.O. SOX 5700 SNOWMAN VK.LASS. LN). SIMS WATERWISE INC PAGE 01 An UNSUITABLE ❑ FOR TEST ►WS ION Semple "D L oI CAMPLE//TAFFKEK OATS ~/ TIMt_ SUPPIOF COUNI�TA/�//— SAMPLER PESIDTIL—_MOIL ( ) COMMUNP ..,IPPLY I )ROUTINE 015TRI UTION SYSTEM SUPPLY 1 ) NON COMMLNItt ( )CHECK SAMPLE I ) PROCESS WATEA I ) OTHER PURLIC ('' wIW ( ) GROUND , SURFACE (J0'rPILNATE (SPECIAL PURP05£ SAMPLE "•NOTE: IF AU INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL /E DISCARDED. REMARKS: RETURN To -/y'�!7��/ AODREZS..s -x O - CRY -STATE SEE REVERSE FM IIME LIMITAT1 NS. SAMPLING INA11, ICTIDN'S '.ND OEFINITIONS LAN-MICAO 106 rota 3-70I IOOM l cffi" 2 . v MEMBRANE FILTER RECT zo FIRED V Q CAL ABSENT PRESENT � uUSTED h IUM: COLIFORM0110 ML LAURYL SULFATE BROTH F'I x �+ s 21 - 3 tN F. 1 BGB x O 1 MPN COLIFORM/f00ML RESULTS OREATER THAN ONE1c, COLIFORM PER 100 ML INDICATES w ,� NON-COMPLIANCE WITH MINIMUM DRINKING WATER STANDARDS 05/27/1999 08:41 910-923- 9TANDARD BACTERIOLOGICAL WATER TEST BNOWMAS6 WATER At SANITATION DISTRICT P.O. BOK 5700 SNOWMAS6 VILLAGE. CO. 61616 WATERWISE INC —, PAGE 01 ARINJ L ) UNSUITABLE p FOR TEST PWB III* � �y� Sampl! Lata VIEW SAMPLE TAKEN. DATE � —� TIME..= SUPPLY F ~ A� VERIFII /-_ CHLORINE CIXI /V SAM►LER flESIDUAL MG/L FECAL f O COMMUNC ...!PPLY 1 1 ROUTINE OISYRI UTION SYSTEM SUPPLY ( ) NON COMMUNITY ( �I CHECK SAMPLE ( 1 PROCESS WATER AD ( 1 +OTHER PUBLIC ('.-I<Wl ( O GROUND I I SURFACE 1 1 PRWATE I —O SPECIAL PURPOSE SAMPLE -NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL BE O(SCAROED. N REMARKS: / Ae RETURN TO �+If+V`+F .�. POO ADDRESS //•11j d" 77 �- MPH HE REVERSE FC -i TIME LIMITATI6NS. SAMPLING INSTRUCTIONS AND DEFINITIONS LWMICRO 10614, 649) LOOM MEMBRANE ABSENT ( PRESENT COLIFORM/tOONI GouFDRM PER 100 ML INDICATES NON-COMPLIANCE WITH MINIMUM DRINKING WATER STANDARDS. B & R Septic 1555 Hwy 133 0603 Handy Dr. Carbondale, CO 81623 (970) 963-3814 BILL TO Richard McIntyre 1625 County Rd. 111 c/o Flying Dog Ranch Carbondale, CO 81623 0 _ Invoice SITE Richard McIntyre 1625 County Rd. 111 Go Flying Dog Ranch Carbondale, CO 81623 Please Pay: $321.00 Payment Terms: Net 10 000014. Invoice Number: 122408 Invoice Date: 07 -Jun -99 P.O. Number: Job Description: 122408 Quantity ----&en-fjlpe Amount Tax -- �__ Workers L Warranty (Days) 1 Digging $30.00 No No 0 1 Locating $30.00 No No 0 1 Septic Pumping $261.00 No No 0 Subtotal NonTaxed: $321.00 Subtotal Taxed: $0.00 @ 0% Tax: $0.00 Subtotal: $321.00 Less Payment: $0.00 Please Pay: $321.00 Payment Terms: Net 10 000014. 10 'Sy F7M 257463.24J464 COPELAND CONCRETEINCORPORATED Manufacturers of Precast Concrete Products Also Distributor or nsisted Items 28803 U.S. Hwy. 8 Rifle, Colorado 81680 WSJ 525.1112 SOLD TO JJ •G DATE CHAROE RESALE MOSS. RETO. Joe NO, 6,.A K y_ Nil .i --- L . Y / / 2— - mvnc rw. / "EIGHT ITEM Gly. ilrpne art FA PEECA�n1roN ►. O. NUMBER VNITT VR ICE I EXTENSION .4- J rE /Y�Sl Lot c..� Q �"--sem•-�► lS� 3Z ,�, .(� SIL �,•1' ��-....I, ., , ., LI NI DI DI TO BY MATERIAL I COPIES OF 271- F_ 'ARTS 8 SI E AVAILAE SrAYETAX TOTAL I. _�•$ nent will be sent on request only. PER MONTH,wocif to AN ANNUAL PERCENTAGE. RATE Of 11 ANCES THAT EXCEED 30 DAYS, 9 49590 P-02 SHIP TO e"14 ' II --o'16 l j 1011 PEECA�n1roN ►. O. NUMBER VNITT VR ICE I EXTENSION .4- J rE /Y�Sl Lot c..� Q �"--sem•-�► lS� 3Z ,�, .(� SIL �,•1' ��-....I, ., , ., LI NI DI DI TO BY MATERIAL I COPIES OF 271- F_ 'ARTS 8 SI E AVAILAE SrAYETAX TOTAL I. _�•$ nent will be sent on request only. PER MONTH,wocif to AN ANNUAL PERCENTAGE. RATE Of 11 ANCES THAT EXCEED 30 DAYS, N COPELAND CONCRFTF INCr1RPCIRATFr1 Manufacturers of Precast Concrete Products Alto Distributor of Related Items 28903 U.S. Hwy. a Rifle, Colorado 81850 ,p 825.1112 To Gni �/B t �rtyrt 2t sscv"I tv-2-- Itr ONT ITEM 9%Nw a3 --,/,v 6NIP TO • .�r..9 7 D. e u MVMa" PERSOJD N CALLING e NAME �,t,, Ffr'�L' YNIT rH ICE 6XTE1,1e10N Dis[XIVI IVN __4 13 s' WARRANTY ON ABOVE -LISTED MATERIAL (INCLUDING NSW MAC & HINCS. PARTS"SUPPLIES) IS LIMITED D TNA 'AS PROVIO Y THE MANUFACTURER, COPT OP WHICH V ILABLE UPON RErtUE 4T. R•96)8 AT VRF 11sJ MfR'S SI .XA 1 R / b , (/ a�AIII IAX olu� I � RA0jF161 D COUNTY TAR S S 9 5"a I F PAI D BY .... ......... DISCOUNT AFTER THIS DATE. THIS IS A CASH Ct L i v eRYCNAROE %OUNT AND MUST BE PAID ON TIME TO TAKE ',OUNT.TOTAL _7777 . MOMTHANK YOU Please pay on invoice. Statement will be sent on request only. r No q �q n A FINANCHARGE OF 11/2% PER MONTH (wH1c NO 1 1 V H Is AN ANNUAL PERCENTAGE RATE 0� 18%? FINANCE CHARGE SE ADDED TO ALL ACCOUNT BALANCES THAT EXCEED 36 DAYS. a ,. ranuv r FNrERPRISEs—Mand)uA.466--t'D .:. .. ET/80 906TD0L0L6 TO:Z0 0002/ET/80 Pitkin Cour" Environmental Health & Natural Resc-. ces Department P nit for an Individual Sewage Disposa. stem 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 07073 Parcel ID # 2463-142-00-008 Type of permit New(X) Repair( ) Addition/Remodel to House( 11a n Hot L�P Name of Owner Richard & Lydia McIntyre Street Address 1625 Prince Creek Rd Property legal description Size of lot Activity envelope 1.45 acres Total square footage of the house 2496 sq ft Water source Serino # of bedrooms in house # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 3 bedrooms (2 bedrooms + den) Permit information Designed by Timberline Engineering Mailing Address P.O. Box 631 Cardondale, Colorado 81623 Perc rate 10 Profile hole depth 8 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1312 gallons Minimum Absorption area Comments Greater than 8 ft 332 so ft w/ 50% reduction Septic permit approved per compliance with the engineer design and specifications dated August 28, 2007. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. There must be at least 54 feet from the ditch to the absorption field. If a drinking water tank will be installed on the property, it must be within the Activity Envelope and must be at least 25 feet from any component of the septic system. The design will consist of one 1500 gallon two compartment tank with an effluent filter on the outlet. Effluent will be distributed to three trenches via a distribution box. The distribution box should be filled with water at the time of final inspection to check for equal distribution. Each trench will consist of 8 Biodiffuser chambers, for a total of 24 chambers. There must be at least 6 feet of undisturbed soil between each trench. This permit is expressly conditioned on the property owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: ) Date: fro? Expiration Date: 3L o Plans and specifications of the proposed individuaLwage disposal system have been reviewed and are considered 0% satisfactory. Permission is hereby granted to the owner or the owner's agent to perform the work indicated in accordance with 'w'4 the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the 0 permit was issued unless system construction has commenced, or an extension has been approved in writing by the Q Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: ' -kyyol k's License Number: (A ) Final approval: ��_�7M.e.� YA �c I Date: L C' PIMN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 9205070 Fax (970) 920-5077 Name of OWNER ICI- Q le 1,M14 /' f!2 405- Owners Mailing Address /�i Z S /I/Z'EEK Q�, City, State, Zip Business Phone: Home Phone: 19Z E-mail Address: /L14f'C6191. -39th/Mr ,QE &,04/L. &Aj Primary Contact Person (all communication regarding this permit will go through this person) Parcel Name /ar/ Company 005. CO/VS>- Contact Mailing Address o City,Stgqate,Zi t! /?PjpAv U Co 'F/67,�i Business Ph 7' Cell Phdn2" '3/9 - 96 / Q/- Fax : 70 - -%o E-mail Address: iD,¢E ✓4,W9- 2A/L Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.org) 2 L% G Building Permit # (if available) Street address of property /G Z S / /L A4( r!% FES A-2 (;41ZOB/ P" i W 4a7y 6 f i.7 ox Si—e' /V "Tl 1/ /o // af. W /S Lots 213 Y). 8 of SEG 1q)) Legal Description: Lot / ,Blee4r- ' ;Ftknej- /-�ub�wiston Size of lot: �• ys �'Qacres E�EL� I ype of proposed structure: f Total square feet of house ,,// nLY 9i # of bedrooms (potential) in house _ Caretaker Unit: Attached (* ) Detach ad (�//4 ) - COM 14A/✓84E JF W oG Permit is for: New Home V< ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring (}C) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate Information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. Theo ner ass s fu responsibility in case of failure of the system. Signature of applicant Date 7 /% Received b Receipt # `Q/A5- Date 000020 Fro, %b-9Dn Pitkin County Environmental Health Department Contact Log Sheet Name: ParceiID#: Address: Date personspoken To Comments / Aciion to be Taken Initials Time G — 1 PA) hur A1 (Jplg 0 3i�i-RA LI MC) P� "1lf.. , I,". nrN 4— O I Or-jA Waif 000021 ., y.. _ r h 11�• A40 W r Vii. �J r fix!' ,■ i �- - - ate. 1 v y_ F ;��"_ -.- ��- �r r� !9 � ` '.�� s �. ,�. ., Y. 1 I , qi �•�: Ill '�' `� '� }� � A. � � •r v .. 1 'T' rJ' l ._ rte:, �� i c i ti. � .. to n —w i". �i � ' �` ,..,� v.:.2 aYa'����+� �_ _ _ �� �.. R ,� t � y. 77 / J r =_ rk 2 a - - �- 1. err w f y m l J y4J:. /n sem• � A .IA✓ r.Y .... � r a � "-�r� '.-*'�,�.s��J .6i. - .aM:' .r.1� ' >: /n 71 `�; n5 a>�/RA,e , 000034 O �i)A�rY u/ jh? ECUOUO TLMB ERLEN E lENGE\\TEIEFJNG .......... I I n u CIVIL / STRUCTURAL / CERTIFIED ENERGY DESIGN PROCESSIONALS �FCVIVED June 2 Zoos JUN 0 3 2008 PITION COUNTY EWRONMENTAL NEAI.TH b Npm T >l RESOURCES Pitkin County Environmental Health Nancy Mackenzie 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 Re: McIntyre ISDS Permit #07073, 1625 Prince Creek Road, Parcel ID# 2463-142-00-008 Dear Environmental Health: The installation of the ISDS for the above residence has beet completed and has been installed m accordance with applicable county specifications and the approved plan. Enclosed is the as -built drawing for the system. If you have any questions, please call me at 963-9869. Reg. No. 25851 000035 P.O. BOX 631 CARBONDALE, CO. 81623 P. 970 963 9869 F. 970 963 9003 timberline@sopris.net HEADQ U4RTERS PARCEL i. 798 AC. + - 41 J \ "I Ilk 10 � J ------------ It ------- I; i)1,� _ PROPOSED w1� + n/0 ENITLOPE L ACRES ryill, t tl� FLYL-VG DOG NEST RANCH GUEST CA 1 ACTIWTY EiNVELOPE157TE PL 4-V if �� SECTIONS 14 AND 15, TOIINS7lIP 8 SOUTH, &CVG8 88 111 BTX P.M. PIT"V ii COMP.ADO t - t U SCALE 1'=75' J 50 700 200 T`9 Nr OOC ANG' WEE' 625 PP/NGL ^RtXK ROAD AR rn, :c 8. 2• 4 _ ,JTF!#Av ROAD 34011111 CO. 816_54 xCk+ �'es, jn�sonrs. nec ;MP.mvdm om - ae lac xc.Pc^y REC9R1..i, 3]909], OB29,3Y0] al —�—+— 0i]l.]a VM.+OF3 R 331.00 Jinki R. 5- =c cs eorr q ;treat -e me Br v.n Re'o er P;'t rb c c or .-s ;1j* -' . ;067 n Rot Bonk 8y -'-t Pcq 10— cs Re,af Non V, Sg• \ i ( r twi_obe R r F'. rCN ' APC2L a 07`5 6 AND 1J OF SECAON 14, TOWNSHIP 8 SOUTH, .RANGE 88 WEST ✓F --HE 5!h PRINCIPAL MEMDIAN •• SF, PARCEL C. \ C'� 493 9, 10 AND f 1 OF SFV70N 'S, 7011111 8 504/-`1, F AIVGE 88 11 \ 7F NE' 6-, ?RINCIP44 MERIDIAN EXCEPT : HAT PART AS OESCMdED /N DEET TO GEORGE- L 'NOMAS �• 4 r0RDr0 MARCH 7, 1899 IN BOOK 85 A7 PAGE 198 v\\ 4M' 3: •�• Al '+A- %4RT O t07S 2 J, 4 ANO B Or SECnON 'S, 'OWNS.`VP 8 50UTH, RANG. 86 A'I!, / JF THE 6th PFNC.'PAL MERIDIAN LYING *FS, OF A JNE DESCRIBED 9Y N/3 IXC RFNG Y PARCELS OUT OF FAPCEC D, BOOK 415. RAGE Jdo; EXCEPT EXHIB17 B, BOrrM 415 P46E' i'4 BOOK 559, PAGE 7J5, 1 566, PAGE .`,J6. t - t U SCALE 1'=75' J 50 700 200 T`9 Nr OOC ANG' WEE' 625 PP/NGL ^RtXK ROAD AR rn, :c 8. 2• 4 _ ,JTF!#Av ROAD 34011111 CO. 816_54 xCk+ �'es, jn�sonrs. nec 000037 NO —i Q O a 1 t e 1� ' 4r lir �e/A,Y r , L VVL I — IN, I�SI — Ili ` y p iOYieAOCw lOM3.m^' Wr�mu�} vrv�.5e ianii.mvW Y/G/NITY MAP 000037 NO —i Q O JE�- 1 1� ' 4r lir �e/A,Y r , L VVL I — IN, I�SI — Ili ` y If Owner's Name ISDS DESIGN CALCULATIONS - for Pitkin Parcel ID # House Size (sq. ft.) r (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms in Main House 3 CR rl Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House NOW_ 2000so Number of Bedrooms in Detached Caretaker unit - Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 600 State Review Required? no Pere Rate �(I) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1050 Minimum tank capacity 1312.5 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 664 sq. ft. of absorption area required 43 gravelless chamber units without reduction # of Perc Holes Required: 3 M DICK 4 9.87- UO ICK 4 9.2 A = 332.03915 sq.R. with 5o% reductionTRENCHES 464.85482 sq 8 30% reduction BED 34 gravelless chamber units with reduction 51 chamber units with reduc. STANDARD A= 332.03915 sq.ft with 5o% reductionTRENCRES 464.85482 sq ft 30% reduction BED 21 gravelless chamber units with reduction 30 chamber units with reduc. E36 21 EQ36 units in TRENCHES 37 EQ36 units in a BED QUICK4-EO36 332 465 43 73 SETBACK FROM WELL # of feet = 104 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 54 SETBACK FROM DRY GULCH # of feet = 29 000038 il il ®MiR0■ i ■ E El® R V E ar,a® E N G I N E E R I N G I N C Walker Design Services c/o Bob k talker �p 1325 Gateway Road �* Snowmass, CO 81654 Via First Class Mail and Email Re: Flying Dog Ranch — Vandeventer Spring Ditch Dear Bob, June 1, 2007 As requested, Resource Engineering, Inc. (RESOURCE) has eva uated the capability of Vandeventer Spring Ditch to serve all of the current uses at Flying Dog Ranch (Ranch) and the proposed guest cabin. In addition, this letter is intended to meet the Pitkin County requirement that the Ranch demonstrate to the Environmental Health and Natural Resource Department that there are adequate water rights to serve the proposed guest cabin as outlined in Administrative Decision No. 089-2007. BACKGROUND Potable uses on the Ranch are currently served by the Vandeventer Spring Ditch (Spring). A portion of the Spring is diverted into a collection and distribution box for use by the Ranch and both the Danciger and Piller properties. All three properties split the available spring water collected equally. Water yield from the Spring was evaluated by Wright Water Engineers, Inc. (WWE) at the collection and distribution box from 1989 to 1991. WWE reported that the box collected 5 gallons per minute (gpm) during the study period, however as much as 20 gpm may have been collected in past years. In addition to the domestic uses, water from the Spring box historically served approximately 250 head of livestock when the Ranch functioned as a commercial cattle operation. Water for irrigation purposes is supplied from other ditch water rights owned by the Ranch. WATER DEMAND Present water demand on the Ranch from the Spring consists of a main residence, guest house, barn apartment, and conference center. A guest cabin is proposed. Table 1 summarizes the average daily water demands for both current and proposed uses. TABLE 1 Water Demands at Flying Dog Ranch (all values in gallons per day) Water Use Demand (Upd Main House 350 Exiting Guest House 280 Proposed Guest Cabin 300 Baro Apartment 100 Conference Center 1,125 Total 2,155 Consulting Engineers and Hydrologists 909 Colorado Avenue ^u Glenwood Springs, CO 81601 r (970)94Eir6777 i' Fax(970)945-1137 Mr. Bob Walker June 1, 2007 Page 2 Water demand at the conference center is based on maximum use. The conference center has approximately 35 yearly events: 15 events at 75 persons maximum and 20 events at 25 persons maximum) with no more than 3 events in any one week. Peak day at the Ranch is therefore based on 75 persons at 15 gpd per person or 1,125 gallons plus 1,030 gallons for the existing and proposed domestic uses. Five (5) gpm is the equivalent of 7,200 gallons per day (gpd) and a one third (1/3) share of the flow is 2,400 gpd which exceeds the proposed demand. Because 5 gpm is much less than the maximum day or peak hour flow rates, water storage must be provided. Therefore, RESOURCE recommends a minimum of 2,500 gallons of storage be provided for the Ranch. CONCLUSIONS Vandeventer Spring Ditch can meet the water demand for the proposed guest cabin and existing uses. The requirement for a 2,500 gallon storage tank is recommended to offset maximum day and peak hour demands provided that the collection and distribution box reliably distributes 2,400 gpd to the Ranch. One third of the collected 5 gpm flow (minimum) from the Spring can meet the peak day demand of 2,155 gallons. Should the Spring become unreliable in the future, the Ranch has the option and right to construct up to six (6) exempt wells as allowed by C.R.S. 37-92-602 Presumption 3b -IIA on tracks of land of 35 acres or more. Each exempt well can serve up to three single-family dwellings, irrigate up to one acre of lawn and garden, and provide water for the individual's domestic animals and livestock. If you have any questions, please do not hesitate to contact me. Very truly yours, RESOURCE ENGINEERING, INC. By -- Eric F. Mangeot, P.E. Water Resources Engineer Attachments 735-1.0/EFM cc: File K VG�enlsl]15 NCIMIREIt gVaMerenla Spnlg Per:a:,d dot "11168RESOURCE ..... E N G. ry E. P. N G , N. 000040. FAa MV ch HEPWORTH-PAWLAK GEOTECHNICAL ()ctobcr 27, 2006 Hrp,�:urh•fmrlpR 1: ;+uvrlmiial. Ini. il'?OiCgpnrc Frchl 1 ii l;Inrov4Ai Sprinm naan Sl fail 4'h,�rw: OitiA15 SRS I im 9Atu45.SO4 email: hi`vo4hiverwtth.1 n11, Jacober Brothers Construction Attn: Forrest Jacober P. O. Box 1073 Carbondale, Colorado 91623 Job No.] 06 0910 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residt.-oce, Flying Dong Ranch. 1625 County Road I 11, Pitkin County - Colorado As requested- Hepwmth-Pawiak Gmechnical, hoe- performed a sabsoti studb- and pete Wun rest for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our aemment for viral enrinem* sernim to you dated October 19. 2006. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presetfed in this repo: t. Evaluation of potential geologic hazard impacts on the site are beyond the scope of this study_ propaeed Cons) meborv: The proposed residence will be Otte Ston wood '�mne construction above a cmvdspam atod located on the site as shows on Figure 1 _ Cort dep4hs ars expected to ranee between about 2 to a Feet_ Foundation ioeffioP for this gpe of eorsu»ction are assented to be relatively light and apical of the proposed type of eortstruction. The septic disposal system is proposed to be located downhill and south of the resideme- If building corrdrtiorrs or forrardation luaditrgs aur significantly diSereuF from those descnlxd above_ we should be notified to re-evaluate the reconnneodaaons presented in this report - Sift CouffiGom The building arra is located in a fenced irrigated pasture. Vegetation caasists 01 -sparse grass and weeds. The ground surface is relatively flat with a slight slope down to the south at a grade of about 2 percent. Sublsaface Coodmoac The subse face cmdi ions at the site were e%W ated by observing one exploratory pit in the building area and one profile pit in the septic disposal area at the approximate locations shown on Figure l . The lol;s of the pits arc presented r, Parker 303.841-7111 • Colorado, 51+nnLs 719.6:33-5562 • Silterrhorne 970-4(1ti.It)5S1 000041 4. -2- tr on Figure 2. 'I he subsoils encountered, below about one foot or topsoil, consist of slightly silty sandy gavel with cobbles. Results of a gradation analysis performed on a sample of sandy gravel (minus 5 inch fraction) obtained from the site are presented on Figure 3. No free water was observed in the pits at the time of excavation and the soils were moist. /1 Foundation Recommendations: Considering the subsoil conditions observed in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2.000 psf for support of the proposed residence. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. T.00se and disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their hearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of -at least 45 pcf for the on-site soil as backfill. 000042 Underdrab System: Although fmc water was not coca entered doting our exploration. it has been ora upenenoe is the area that local padtod pvwW > m carr develop during fines of beavy precipitation or st wmW runoff. Haan p mid ducting spring runoff cat create a perched condition- we recommend below -grade corsaWdon, such as retahmm- walls and deep crawlspace antes, be protected Sym weablIl and hydrostatic PtessuQe bmfdup try an tmderdrdm system. Shallow less -fear 4 reet should net acct wall backfill is tvz1l compacted and positivz an underdrain provtitled that the foumdamon drainage (as described below) is Maintained around the residence. if installed, the drains should tx rtsist of tba®pipc plaexd bi due Ixt[our of the wall baclU it surrotmded above the invert level with fix-drazMg Vr amilart��. T� s3rotrld be placed at cacb levet of excavarion and at kart l foot below lmrest adjacent finish grade and sloped at a minimum l% to a mutable gravity outlet Fee-draitung granWar mat rW usexl ire die un&p&ain system sbovld eont>sm Icss tbmt 2%peesine the No. 200 sieve_ less ohm 50% passing the No. 4 sieve and have a maximum sixx of 2 inches. The drain eravcl backfill should be at least 1'/ feet deeP- 15.1la. The following e6airngr p=mmoos should be obsen od dm'ma construction and maintained at all times after otic residence has been completed_ 1) lmmdnbon of the foundation exeav'amons and underslab arers should be avoided during construction - lob No.106 G cl+U9ct1 e -3- 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 9o% of the maximum standard Proctor density in landscape areas- Frec-draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoll around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percubdim Test Percolation tests mere conducted on October 19. 2006 to evaluaie the feasibility of as frrfiitrarm septic disposal system at the site. One profile pit and three percolation holes were dug a the locations Showa on Figure 1. The test holes (nominal 12 inch diameter by 12 inch dap) were hmd dug ar the bottom of Sha Iu - beaLlim pig% and soaked with nater one day prior to testing. The soils exposed in the pelcolarion holes arc similar to those exposed in the Profile Pit sbona on Fgure 2 and wrist of abort one foot of topsoil overlying slightly silty sandy gravel vrM o"es to 4 feet and silt;- sand to 7 feet. 'I -he percolation test results are presented in Table 1. Based on ibt: substaferz conditions encountered and the percolation test results the tested area should be suitable for a comentionai immn-ation septic disposal system. PiWo cumity requires that a professional engineer design the iufiltration septic disposal stistem. ,Amdzbww This study has been conducted in acoadaace with eener-AY accepted emiecloocal wg%xaurg principles and practiocs in this arca aG thus tin o- we make no warratity either expressed or impired. The eoneb>sioas and ttxommerdanons suhmiued in ihib report arc based upon the damn obtained from the wTIO a m pits w".1 -ted at rhe locations indicated on Fratue L the proposed type of construction and oar experience in the arra Our scrvwx* do not include determzOnIg the Presence- Preaeatioo o: possibTITr% of mold or other biological contaminzats (MOBC) develop* in the f4tu e. If !be clie:rt is conccrned about MOBC. then a professiooal in this special field of practice should be =*Wted. Our firK ings inchidc interpolation and extrapolation of the subsurface conditions idcatified at the exploratory pits and variations in the subsufaee conditions may not become evident until excavation is performed. if conditions encountered during eonsontction appear different from those described in this report. we should be notified ar once $0 re-evaluation of the remt>®enda ions may be trade 1ob710.10609t0 000043 _q - This report has been prepared for the exclusive use by our client tix design purposes. We r are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and tield services dunng construction to review and monitor the implementation of our recommendations, and to veri fy that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. 0' rI Respectfully Submitted, HEPWOKI H - PA WLAK (iEV I hCHNICAL, INC. :--Louis E. Eller Reviewed by= Datic LEM attfchmn is FiSuFe 1 - Location of Exploratory Pits and Percolation Tta Holm. Future 2 — Logs of Exploratory Pits Fiera¢ 3 — Gradation Test Results Table I — Summary of Pcrcolarion Test Results Job xro.t060910 r rl r G7 0 r - PIT t PROFILE PIT ELEV.= 996.5' ELEV.= 995' 0 0 .i WC=4.2 - 5 5 +4-55 b '200 10 a WC -6-4 DD -93 -200--dl 10 10 LEGEND: ® TOPSOIL: organic sift and clay. Sandy, firm, moist, dark brown. GRAVEL (GM); sandy. silty. with cobbles, dense, moist. brown, subangular to subrouded rock 4 SAND (SM): silty to very silty. loose to medum dense, moist tlgm Drown. 7 Diameter Hand driven fns sanple r Disti a bunk sample NOTES: 1. Explor33ory Pas were observed an Ockbeir 18. a% and had been exxr" wih a berM 2. pim locations 0n exprorat0ry � .vers meaoaad apprm mm:t r by P�^9 t'rorn Mures snlown an :.'+2 ste provided. 3. Elevations of exploratOry pits were Obtaifed by irder0 b�rrtal Cordo �1r�R1 Ut'e - siteplan pron+dec`. 4. The exploratory Pit btabonS and 6eva6ons should be consdered awiate oNy to tyre deals Plied by 9e meC= used. a The fines bei~ amwials strewn on 21e egJorafor9 pr logs F013msert doe auPuwnate 5oess<taies between madenal types and aarsifrbrs may be gratlre!- 8. No tree weer vow enootrtered 1n go pis W the *110 d 9- Flimiluabon in vp" revs[ mey ocas wC, t ne. 7. Labor" TesSng PASJft: WC = vyaoa Oorseri M DD = Dry DmAy C)d) �4 - Pervert retained on the No. 4 Sieve _200 = PWCed passing No 200 sieve 000046 d L u N O LOGS OF EXPLORATORY PITS I Figure 2 e r it ill iil� ll�l�s i l�►ii i� iii l iii ii 598120 f 05/22/2007 03:37F „PLAICE K '.'OS CRUDt LL PITKIN COUNTY CO R 0.00 D 0.00 ADMINISTRATI 'E DECISION OF THE CO-NBR INITY DEVELOPMENT DIRECTOR OF PITICLN COU -STY, COLORADO, APPROVING THE FLYING DOG «EST R-k1CII :ACTIVITY ENVELOPE AND SITE PLAN REVIEW Administrative Decision NofS�-2007 RECITALS 1. Flying Dog West Ranch Inc. (".Applicant'') has applied to the Community Development Director of Pitkin County ("Director') to establish an acti% ity em elope and obtain site plan approval for a guest cabin. 2. The pro,^_em, contains 224 acres and is conforming in size in the RS -30 zona district. 3. The lot is located at 1625 Prince Creek Road; and is more specifically described in Exhibit A. 4. The application was received after July 6", 2_006 and therefore is reviewed pursuant to the 2006 Land Use Code ("Code"). 5. The BOCC approved a one year trial special review use permit for a reception hall and meeting facility, two guest ranch cabins and an arts and crafts studio pursuant to Resolution No. 99-75, and also granted 1041 hazard review approval and designated the "headquarters parcel" to the County's historic inventory. The Applicant applied and was granted an extension of the permit pursuant to BOCC Resolution No. 161-2000; this Resolution granted a one year permit for the event facility and a five year permit for the guest ranch cabins and arts and crafts studio. The Applicant then applied and was granted a four year extension of the permit for the event facility, pursuant to BOCC Resolution No. 127-2001. The BOCC granted a 10 year extension of the permit, pursuant to Resolution No. 101-2005. In addition, the property is subject to a Conservation Easement to the benefit of Aspen Valley Land Trust. 6. The Director finds that the request is consistent with the applicable requirements of the Code. APPROVED by the Director, subject to the following conditions, which shall run Ns ith the land and be binding on all successors in interest: 1. The Applicants shall adhere to all material representations made during the application process and the conditions of BOCC Resolution No. 101-2005. 2, Prior to submission of any building permit applications for the guest cabin, the Applicant shall be required to submit for approval by the County Attorney and Community Development a Site Plan Ns ith an Activity Envelope in accordance with Land Use Code Section 2-30-20(g) and Application Manual Section 2.1.12. The above referenced approvals shall be a condition precedent to finalization end recordation. The following changes shall be made on the Site Plan prig to submission for -ccordation: A. Amend title to "Flying Dog Nest Ranch Guest Cabin Activity EnvelopeiSite Plan." 000050 I'll a;z %�211G3/�20003 1 3dnitiistratiee Decision .�'� '007 Page 3 IIIlicl J61410E K v S CPUD:LL PI KIN OOXJY CO R 0.00 538153 of 7 05/22/2007 03:37F 0 0.00 B. Amend the Community Develepmer,t Director, signature block to read as follows: "This site plan has been approved b} the Community DcvcIopment Director this _ day of , '_'007, and is subject to the cond:ti::�s of Administrative Decision No.— 00, recorded ra tyeccepron Ao. C. Ir. the Acceptance for Recording, change "10 ;1 map' to'`Site Plan." D. Designate the amended Headquarters Parcel only. 3. Prior to submission of a septic permit for the guest cabin, the Applicant shall dcmons,,rate to the Em ironmental Health and N i!ural Resources Department that there are adequat; %N arer rights to tj_ serve the ^uest cabin. ��MV�4. Prior to issuance of a buildim_ permit for the guest cabin, the .applicant shall: Cpl Pp� A. Obtain a septic system permit from the Em ironmental Health and Natural Resources Department. lP1 'f tie sewage disposal system must be designed by a registered professional engineer and shall be located within the approved activity envelope. B. Submit a drainage and erosion control plan acceptable to the Planning Engineer. C. Submit a construction management plan for review and approval by the Planning Engineer. D. Obtain a driveway/access permit from the Planning Engineer to extend the driveway to the residence. E. Complete a fireplace/woodstove registration form with the Community Development Department, if necessary. F. Pay the applicable road and employee housing impact fees. 5. The Applicant shall comply with the following standards for Development in a Low Wildfire Hazard Area: A. Defensible Space: The area around the guest cabin, limited by property boundaries that may limit a property owner's ability to comply with this section, shall incorporate landscaping with wildfire defensible space considerations as follow � (note: actual vegetation manipulation to meet these conditions may not be necessary where the natural vegetation patterns have already fulfilled these conditions): 1) NVithin 15' of the structure, there should be primarily noncombustible hardscape surfaces. R, Woody vegetation shall not be planted in this area. If some trees or shrubs are desired Q adjacent to the structure, then the 15' area shall be extended out from the furthest growth expected from the mature trees or shrubs. Crowns of vegetation within this area shall be at least 10' from any portion of the structure, and limbs of trees shall be pruned to one half the height of the tree or 10', whichever is less. Weeds and grass shall be maintained at less than 6". 2) All deadfall up to a one hundred (100) foot perimeter shall be removed. 3) The property owner shall be responsible for the continued maintenance of the defensible space vegetation requirements. Roofing Materials: Class A covering or Class A assembly as defined by the currently adopted Building Code. No wood shakes or shingles. All other adopted Building Code compliant 06 000051 .� enq a ar 1�s a538153 5 �I al a a v lii� Page: 3 of 7 chninistrative Decision VoQlQ-=C07 JaNICE K V 5 r. j-:LL F TKIJ CO-1,Y CO R 0.00 D 0.03 Page 3 methods and materials per;nitted. Roofs kith less than a 3:12 crtch are not permitted unless they comply with the folloNv ing: 1) All roof coN grins n!l ail re C nstruQ?ed of non-com Custlble mat:rlals and installed on a Class A roof assembly. 2) All roof coverings shall h: ve a surface that shall facilitate the natural process of clearing roof debris. 3) Protrusions above the roofline, such as parapets, >hall be prohibited. 4) Roofs shall be inatailed as required by the adopted Buil ling Code and shall have a mtmmum pitch of 1:48. 5) All roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marshal prior to submittal of a building permit application. C. Maintenance and Miscellaneous Requirements 1) Roofs and gutters shall be kept clear of debris. 2) Roof vents shall be screened with corrosive resistant wire mesh, with mesh one-fourth inch maximum. 3) Any outbuilding shall adhere to the "same wildfire requirements. 4) Yards shall be kept clear of all litter, slash and flammable debris. 5) All flammable materials and firewood/wood piles shall be stored on a parallel contour a minimum of fifteen (15) feet away from any structure. 6) Swimming pools and ponds shall be accessible by the local fire district. 7) Fences shall be kept clear of brash and debris. 8) Wood fences shall not connect to other structures. 9) Fuel tanks shall be installed underground with an approved container. 10) Propane tanks shall be buried, if possible, or installed according to NFPA 58 standards and on a contour awav from the structure with standard defensible space vegetation mitigation around any aboveground tank. Any wood enclosure around the tank shall be constructed with materials approved for two (2) hour fire -resistive construction on the exterior side of the walls. 11) Each structure shall have a minimum of one ten (10) pound ABC fire extinguisher. Szti 12) Addresses shall be clearly marked with rico (2) inch non-combustible letters and shall be visible at the primary point of access from the public or common access road and installed on \ a non-combustible post. 4 6. No development shall occur outside of the approved activity envelope, except as necessary to comply with the wildfire mitigation measures described above. "J 7. Prior to commencement of any earthmoving or other construction activity, the Applicant shall stake the corners of the activity envelope and install construction fencing around the construction site within the Derimetci of the building envelope. The fencing shall remain in place until issuance of a Certificate of Occupancy. 000052 9�I as � � •ana oil la 9l as I � s � l€0 538153 Gn@i Page: 4 of 7 AdministrativeDecisionA"o0 -'007 tagg�¢o gi g� h 1.7. ;II Wiig! d I uL 05/22/2007 03:37F i Page -1 —NICE K 1'CS C3'J�S! L pITK:N COUNTY CO R 0.00 0 0. _0 r S. No c:.lcuiations for he' -ht, bulk, setback, size, floor area, or an} other building and zoning requirements hate been conducted. These requirements v, ill be considered at the time of building permit. Any strucr.:res represented in tha application may not be permitted under building and zoning regulations. ). Staurion tested rights for the approval contained herein are ,'.-muted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code § ,-20-170 and C.R.S. § =-1-68-105. The statutory vested rights granted herein shall expire on .I I ,--o10. A Pailure to :th th:: renditions of this approtal mac resu't in relocation of this approtal, or any sUbsequcnt pennit(s) or a; :otal(s) related to this property. or tested rights associated pith this property. APPROVED by the Director, this Il bN day of � _ , 0007. Cindy Houben, Community Development Director PIDr 24631420008 P043-07 000053 EXHMIT A LEGAL DESCRIPTION i Order No.: 45329 7y�II�III 11IIlI�II III ��I�IIIIIIIinI Pagel 5 of 7 7, ©5/22/2007 03:37f ,il s 0.00 ' - LL PlcK ir! 30,''4TY Coo R 0.03 Parcel E: K :o= Lois 6 End 13 of Sec?ion 14, Te:, a 8 --]ID, P.angc S8 West of the Sixth Principal Meridi n. Parcel C: Los 9, 10 and I 1 of Section 15, To -,i _rsi' ip S South, Range 88 `','est of the Sixth Pri—, rip al Meridian. EXCEPT that part as described in Decd to Geer e L. Thomas recorded - [, ch ?, I X99 in Book 85 at Page 195. Parcel D: All that part of Lots 2, 3, 4 and 8 of Section 14, Township 8 South, Range 88 West of the Sixth Principal Meridian lying Westerly of the following described line: oa g �t , nt ioht Of wav' line of the Prince Creek County road whence ....bannin.... po' nn the Northerly ro--- the Southeast comer of said Section 14 bears South 36°01'03" East 3879.18 feet; thence North 25'59'14" East 327.36 feet along a fence; thence North 60020'29' West 243.20 feet along a fence; thence North 00119'05" West 365.01 feet along a fence; thence North 87'56'12" West 177.29 feet along a fence; thence North 82'18'17" West 204.62 feet; thence North 69°17'50" West 133.95 feet; thence South 76'37'00" West 159.49 feet; thence North 31053'39" West 30.24 feet along a fence and gate; thence North 41'07'11" West 62.53 feet along a fence; thence South 88039'41" West 230.87 feet along a fence; thence North 60°46'05" West 166.83 feet along a fence to a corner on the Easterly right of way line of said County Road; thence North 03°35'00" West 465.00 feet along a fence on the Easterly right of way line of said County Road; thence North 01°54'35" West 1186.00 feet more or less along said Easterly right of way fence line of said County Road to the Northerly line of said Lot 9 of Section 1 I Township 8 South, Range SS West of the Sixth Principal Meridian. EXCEPTL�G from Parcel D the following described Parcel: Beginning at a point on the Northerly right of way of said road whence the Southeast Corner of said Section 14 bears: South 36°01'03" East 3879.18 feet; thence North 25'59'14" East 327.36 feet along said fence; thence North 60'20'29" West 243.20 feet along said fence; PAR 6--IL0S�6519SOOO $ 000054 thence North 00°19'05" R . 365.01 feet along said fence; thence North 87156'12" We- "77.29 feet along said fence; thence North 82°18'17" Wes"LtO4.62 feet along said f nce; thcrce North 69'17'50" "'est 133.95 feet along said fence; t thence South 76°3T00" Nest 159.49 feet along said fence; thence South 61'49'21" \Fest 100.72 feet; thenee Soutll 71'25'5 I" Vl -st 203.12 feet to a point on he Nor herly right of way line of said road; tnencc South SC'29'30" last 397.20 feet along seri=1 right of Way line; tnencc SOntl 75`32'OG" -20.33 feat along gaiO F 1'.-3y line; fllenc e Scut 40�0,7711'`H st 4 62./S feet a;u ng said -i&—ht of way lme t0 the Mrit of Beggs in ALSO EXCEPTrNG from Parcel D, the following desenbed Parcel: Bunning at the Souheast Comer of said Lot 8, wllmce the Southeast Corner of said Section 14 bears: Souter 30"W -59" E:!_,t 3916.14 feet; thence North S9`56'5b"';'lest 75S.45 feet along -ie Soul =;y lints of said Lots 4 and S; thence North 13059'06" :est 418.45 feet along a fence a, c-ons'mcted and in place to a point on the Southerly right of way live of said road; thence South 75'32'00" East 363.13 feet along said right of way, thence South 65'37'25" East 80.00 feet along said right of way -1 thence South 43'08'00" East 350.75 feet along said right of way to a point on the Easterly line of said Lot 8; thenrP South 00'16'39" Fact 28.76 feet along the Easterly line of said Lot 8 to the Southeast Comer of said Lot 8, the point of beginning. AND ALSO EXCEPTING from Parcel D, the following described Parcel: A parcel of land situated in Lots 8 and 9 of Section 11 and in Lots 3 and 4 of Section 14, all in Township 8 South, Range 88 `gest of the Sixth Principal Meridian, lying Southerly of Northerly line of said Lots 8 and 9, and Easterly of the Westerly lines of said Lots 4 and 8, said parcel of land is described as follows: Beginning at a point on the Section line between said Sections 11 and 14 whence the lVitness Point to the Sec..fion Comer common to Sections I0, 11, 14 and 15 bears South 85'16'32" Rest 300.16 feet; thence North 00'16'4 7" West along the Westerly line of said Lot 8,413.52 feet to the ]northwest Comer of said Lot 8; thence North SS'29'47" East 1476.31 feet along the Northerly line of said Lots 8 and 9; thence South 02'28'39" East 552.51 feet; thence along the Northerly line of a road, South 73°33'21" West 1572.64 feet; thence North 00'09'28" West 54.08 feet to the Southeast Corner of Lot 5 of said Section 14; thence North 00'09'28" West along the line between said Lots 4 and 5, 790.57 feet to a poiat on the Northerly line of said Section 14, the Point of Beginning. EXCEPTING FROM the above described parcels the ,flowing described: A tract of land situated in Sections 14 and 15, Township 8 South Range 88 West of the 6th Principal \4en_dian, Pitkin County Colorado, described as follows: 539153 ►��!� �� � � I ! 11111111 till X111 0 9 2/20 7 03:37F JaN:C"c K VCS CPJDILL PITKIN COJNTY CO R 0.00 D 0.00 000055 Bednnittg at a No. 5 rebs .th yellow cap #2376 being a point on the � is erly line of Parcel ""C"" in Book 3OO at Pa—'"82 Pitkin County, and on the'%vesterly R W. of a county road whence the comer cone into Sections 10, 11, 14 and 15 bears w> '_worth 77°06' West 1,824.21 feet (a 115 rebar with red cap whence a Garncid county brass cap property marked for a witness corner to said Section comer bears Soup 00°2x'29" East27.18 feet); thence South 73°33'21" West 1,:36.64 feet :Tong the southerly ne of said Parcel ""C"', in Pool, 300 at Page 282; i IZTICe Noin 00`09'2S` W�st.:4.08 Ieet to the Sout icast CJIIIer Of Lot J GI said S:CitOn 14 c2COTdi—? iv the' 3'JeA =00 tLer_ce along the Noche ky h e Lot 4 Section 14 a: -d Lot 9 S, ction '5, S. 89 d rlirutes W. 1,329.24 feet to Lh No;.% est comer of sr d Lot 9; thence along the West line of Lot 9, Section 15 South, 295.24 feet; thence South 72°21'40" East 1,299.89 feet; thence North 63°34'40" East 1,759.62 feet to the West-lly R.O.W. fence of a county road; thence aloua the We_terly R.O.W. Bance of a coon -y road North 02°l3'30" V,'est 294.22 i_e'.:o the Point of 3e,-qnning. TOGETHER -with an access easement over an existing road described as follows: Beginning at a point on the Southerly line of the herein conveyed Parcel whence the comer common to Sections 10, 11, 14 and 15 bears North 15°47'45" East 1350.42 feet; thence South 27°02' West. 210.00 feet; thence North 72°21'40" West 40.00 feet; thence North 11'03' East 208.56 feet; - thence South 72°21'40" East 98.21 feet to tl7e Point of Bea nnina. All in the County of Pitkin, State of Colorado 5381750 03:37f Page: 7 of 7 .: arri C2 K VOS CRUDILL PITKIF! COUNTY CO R 0.00 D 0.00 �/ICEG �ZS�631S�ZGrG60$ 000056 Aspen/Pitkin Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5197 Permit # 99028 Parcel ID # 2463-142-00-008 Type of permit New( ) Repair( ) Addition to House( ) Change of use to event center (X) Name of Owner Street Address 1625 Property legal description Ranch West - Richard, 111. Carbondale, CO 81623 Size of lot 422 acres Total square footage of the house Water source spring # of bedrooms in house Caretaker unit attached N/A # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of bedrooms in caretaker unit 1 # of offices, lofts & similar sized rooms in caretaker unit Designed for what# rooms (list) designed for flows for the event @ 75people X13 g/p/evet & 1 BR caretaker unit Permit information Designed by Jay Hammond, SGM, Inc. Mailing Address PO Box 2155 Aspen CO 81612 Perc rate Profile hole depth Depth to groundwater or bedrock Septic tank capacity 1,5 48 total gallons needed Absorption area Comments Septic permit approved per compliance with the engineer design and specifications dated May 20, 1999 to add a new 500 gallon tank downstream from the existing 1250 gallon tank and to line the irrigation ditch. Additional conditions of this permit are as follows: No food is to be prepared at the site. No dishes are to be washed at the site. A water meter must be installed to monitor the actual water usage. Water usage records must be kept for each event and submitted to the Environmental Health Department on a monthly basis. If water usage exceeds the capacity of the septic system, this septic permit is void. Permit approved by: �� Date: Plans and specifications of the 00posed 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 1 Date: it i Y Ana ct im' m y. ASPEN' -KIN ENVIRONMENTAL HEALTH D6"" ARTMENT APPLICA'&.&!N FOR INDIVIDUAL SEWAGE DISPO%w#4L SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 C'( '1j4y_ Name of OWNER Mr. Richard Owner's Mailing Address Primary Contact Person (all communication regarding this permit will go through this person) Name Jay W. Hammond, P.E. Company Schmueser Gordon Meyer, Inc. Contact Mailing Address P.O. Box 2155, A N Parcel ID # (available from assessor's office 2 4 6 31 4 2- 0 0- 0 0 at 920-5160 or at www.aspen.com/assessoril _ _ _ _ _ _ _ _ _ _ _ Street address of property 1625 County Road 111, Carbondale, CO 81623 Legal Description: Lot N/A ,Block N/A Filing N/A Subdivision N/A Size of lot: 422 acres. Type of proposed structure: Club HouseSize of bldg. envelope: Total square feet of house N/A # of bedrooms in house N/A # of offices, lofts & similar sized rooms in house N/A Caretaker Unit: Attached (X) Detached ( ) Total area(sq. ft.) of caretaker unit 0 # of bedrooms in caretaker unit 1 # of offices lofts and similar size rooms of caretaker unit N/A I Permit is for: New Itome ( ) Repair due to failure( ) Remodel/Addifion (X ) Emergency use ( ) Water: Private well ( ) Spring ( X ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes 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 AspenlPitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of applicant / 41 c (� Date Received by A Receipt # Date She 000054 r- ,; .. MEMORANDUM To: Suzanne Wolff, Community Development Department From: Nancy MacKenzie, Environmental Health & Natural Resources Department Date: June 27, 2005 Re: Flying Dog Ranch West Special Review Extension Parcel ID # 2463-142-00-008: CASE #P108-05 SUMMARIZE APPLICATION: Renewal for 10 years with no changes which includes 40 functions per calendar year. The Pitkin County Environmental Health Department has reviewed the details of the Flying Dog West application under the authority of the Pitkin County Land Use Code and has the following comments. Lydia and Richard McIntyre has faithfully submitted monthly reports to Environmental Health since they were granted special use of the ranch. EH required these reports to insure that their water usage did not exceed the capacity of their sewage treatment system. The reports for the last two years indicate that water usage was well below the capacity of the system. Environmental Health has received no complaints on the special usage operation at the ranch. Condition of Approval: Continue to submit monthly reports to Environmental Health to include water usage, number of guests, use of shuttle van, length of event and type of event. Water usage shall not exceed the capacity of the sewage treatment system. Pial - Itr.ydcJ Pope' Em suzannew, 04:10 PM 05/08/2000 -0600, Flying Dog Ranch -Available Water Quantity To: suzannew From: Nancy MacKenzie < nancym@ci.aspen.co.us > Subject: Flying Dog Ranch -Available Water Quantity Cc: Bcc: Attached: A water report was included in the initial application by Flying Dog Ranch for 75 -person events. A letter from Resource Engineering, Inc. dated April 5, 1999 stated that the existing 1,500 gallon tank along with the 5 gpm spring flow (minimum) can meet the peak day demand of 1,855 gallons which was the demand estimated for 75 -person events and the existing residential uses. No information was included in the new application about available water quantity for the potential expanded use. I called Richard Mclntrye today to see if he has any other information since the Resource Engineering report did mention that their recommendation of a larger 2,500 gallon storage tank was no longer valid. Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> 1 9;OOOb6J 20010 TO: Suzanne Wolff, Community Development Department FROM: Nancy MacKenzie, Environmental Health Department RE: Flying Dog Ranch West Special Review Use Permit Extension 2463-142-00-008 Individual Sewage Disposal System (ISDS) permits have been issued by this Department for the Guest Cabin and for the Barn/Event Center/ Caretaker unit. All conditions of the permits had been met by April 2000. The Environmental Health Department (EHD) has given our "Final Inspection Approval" on the ISDS permits. EHD signed -off on the Certificate of Occupancies (CO's) from the Building Department, but other signatures were still required. The Building Department should be contacted to see if the CO's have been issued. 2. The water meter was installed and Lydia McIntyre is providing monthly reports to track activities, # of people, # of cars, and water usage at each event. (See Attached) 3. The ISDS for the Event Center was evaluated by their engineer and modified in size to handle the caretaker unit and 75 people per day at the Event Center. The system is sized to handle a peak capacity of 1,238 gallons per day. 4. In reviewing the water use data submitted, one activity exceeded the design flow capacity of the ISDS. On 9/4/99 the meter usage showed that 1,300 gallons of water went into the system. The next event on 9/11/99 used 1,190 gallons, close to but not exceeding the design capacity of the system. No event since then has come close to exceeding the design capacity. Exceeding the capacity of the system is cause to 'void' the ISDS permit. Flying Dog West will need to monitor the water usage with regards to the type of event, duration of the event and number of people attending so that the capacity of the system is not exceeded. The events on 9/4/99 and 9/.11/99 were both weddings, attended by 65-67 people and the duration was 4-1/2 to 5 hours. Twice in the past year the water usage at the Event Center came close to and exceeded the design capacity of the ISDS. The Environmental Health Department recommends denial of the Flying Dog West request to increase the number of people allowed at an event, unless the capacity of the ISDS is increased to handle the increased number of people. 00006` FROM : LYDIAS GARDENS PHONE NO. : 3039631337 Nov. 01 1999 05:46PM P2 Flying Dog Ranch 1625 Rd 111 Carbondale, Co 81623 Ph/Fax:970-963-1337 Environmental ileahh Report for )!lying Dog Ranch Water Meter Report Water Meter ln+talled 6/22MJ9 11:00 am July 1999 Events Water Meter Date Time #of People #orf Vehidles Before After Total Gallons Activities 7/2/99 6:30pm-9:30pm 75 13 0046790 0047600 810 rehearsal dinner, shrink, no amp musiclviohns). Anon 1999 Events Water Meter Date Time #of People Not Vehicles Before After Total Gallons Activities 8/6/99 5:00pm-9:30pm 120 * 41 0050300 0051110 810 Fond raising dinner sponsored by the Marble Retreat. They went before Pilin Co. Conmiisionetm and were given a special exemption to be allowed to have 120 people. No alcohol. No amplified music. String instruments. Moved inside before dark - 8/23/99 8:30am-40Opm 60 36 0062840 0063540 700 Compass. Teacher education conference September 1999 Events Date Time icor People Adm Vehkiex Water Meter Before After Total Gallon Activities 9/4199 1:00pm-6:00pm 65 16 0072940 0074240 1300 Wedding & reception. Shuttle. Amplified music over 9/11/99 3: OOpm-7:30pm 67 5:55pm Port -putties, 27 0079280 0080470 1190 Weng & mcMuom Shuttle. Ampliiiled music mw 9/12199 9:30am-12:00pm 43 17 6:OOpm, Port-poUics. 0OSW20 0080590 70 Brunch for wedding group from 9/11. No alcohol. 9/25/99 1:00pm-5:00 mm 36 No nmsic. pmt.®.potties. 16 0091430 0091498 68 Family re. union. No alcohol. No music. Flying Dog Ranch ' 1625 Rd 111 Carbondale, Co 81623 Pitkin Co Environmental Health, 9/24/99 RECEPURD i/ N m ALHEALIH I am sorry that this report was not submitted sooner. However, I was using the Elk Mountain Lodge Report as a guideline and their report includes the entire year's events. I assumed (incorrectly) that as long as I was keeping monthly re- cords that it wasn't necessary to submit the entire report until the end of the year. It won't happen again. I hope this report contains the correct information. The meter was installed on 6/22/99 and for approximately three weeks there was an undetected leak in the line which is reflected in water usage. Also, the two bathrooms have not been installed as of yet but have been renting port -a -potties for each event. mcerelg, Ly ra McIntyre 9100064 0 SEP 241999 ENVIRONMENTAL PAITKIN LTM 0 ENVIRONMtNTAL HEALTH ASP N / PITKIN TO: Gabe Preston, Community Development Department FROM: Nancy MacKenzie, Environmental Health Department DATE: September 13,1999 RE: Flying Dog Ranch West (McIntyre)1041 Hazard Review & conceptual submission Parcel ID# 2463-134-00-002 A condition of approval for this application is the Applicant must document to the Environmental Health Department that the well(s) meet setback requirements and that quantity and quality of the well water are adequate, prior to issuance of septic system and building permits. A condition of approval for this application is the Environmental Health Department must receive and approve a septic system application, and issue a permit for construction of the septic system, prior to issuance of a building permit. A condition of approval for this application is the Applicant shall file a fireplace/woodstove registration document with the Building Department prior to submittal for a building permit. A condition of approval for this application is that any more extensive projects than a single family home, such as building a large pond or a large landscaping project, do require a Fugitive Dust Plan if it will impact adjoining neighbors and/or roads. The Aspen/Pitkin Environmental Health Department must approve the plan. If an earthmoving permit is require, a Fugitive Dust Plan shall be approved by EHD prior to issuance of the earthmoving permit. When application is turned in for an Earthmoving Permit, the approved Fugitive Dust Plan must be attached. The other concerns this department has is that Richard McIntrye and Flying Dog Ranch West have not fulfilled all the requirements in Resolution 99- 75. The requirements of the septic permit issued on 6/2/1/99 for legalizing the unpermitted ISDS for the guest house have not been met. Mr. McIntrye has not provided proof that the present illegal system meets present Pitkin County ISDS Regulations. The EHD has not been called to do an inspection to verify proper installation and sizing. If the present system does not meet regulations, all necessary changes must be done so that the system does meet regulations. Winter is approaching and if changes are required, they should be done now. fe have no documentation that a water meter was installed for the barn. No monthly reports ve been provided to the Environmental Health Department documenting the water usage, particularly the water usage per event. A septic permit was issued to expand the existing septic system for the barn. This department has agreed that the additional septic tank could be installed this fall so that the garden area would not be disturbed during the summer season events. Prinedm Rttycletl Paper N WA4X76�1 = To: Richard McIntyre CC: Suzanne Wolff, Community Development Department From: Nancy MacKenzie Date: 03/17/00 Re: Flying Dog Ranch West .✓ 7 ASPEN • hITKIN ENVIRONMENTAL HEALTH DEPARTMENT I have reviewed your file and have the following comments as far as your compliance with Resolution 99-75. Individual Sewage Disposal System (ISDS) permits have been issued by this Department for the Guest Cabin and for the Barn/Event Center/ Caretaker unit. All conditions of the permits have been met with one exception. The ditches have been lined, but the edges have not been properly sealed. You have told me you have purchased the proper sealant and will apply it as soon as the weather gets warmer and you will call me for an inspection. If everything is satisfactory at that time, I will be able to give "Final Inspection Approval" on the ISDS permits and give approval for your building department CO. 2. You have installed a water meter and are providing monthly reports to track activities, # of people, # of cars, and water usage at each event. (See Attached) In reviewing the water use data you submitted, one activity exceeded the design flow capacity of your ISDS. Your system is sized to handle 1,238 gallons per day and on 9/4/99 the meter usage showed that 1,300 gallons of water went into the system. The next event on 9/11/99 used 1190 gallons, close to but not exceeding the design capacity of your system. No event since then has come close to exceeding the design capacity. Exceeding the capacity of your system is cause to 'void' your ISDS permit. Ydu will need continually monitor your water meter reading and when necessary make adjustments to the type of event, duration of the event and number of people attending so that the capacity of the system is not exceeded. The events on 9/4/99 and 9/11/99 were both weddings, attended by 65- 67 people and the duration was 4-1/2 to 5 hours. oOO130 SOUTH GALENA STREET ASPEN, COLORADO 81611-1975 PHONE 970.920.5070 FAX 970.920.5197 uD 6 P iW,d - R .... W Paper �, �W?NeY2 iuES� suzannew, 12:12 PM 03/20/2000 -0700, Richard McIntyre! EV E N t C iF //7erL To: suzannew From: Nancy MacKenzie <nancym@ci.aspen.co.us> Subject: Richard McIntyre! Cc: Bcc: Attached: I talked to Richard about the memo I wrote regarding the status of permits etc with Environmental Health. He was surprised that the septic system was used close to capacity a few times, since he is applying to increase events to 125 people. His septic system for the event center was evaluated by his engineer to handle the caretaker unit and 75 people at an event. So he would have to almost double the capacity of the tank and absorption area to handle larger events. He did not realize this. Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> 1 M MEMORANDUM To: Suzanne Wolff, Community Development Department Through: Lee Cassin, Environmental Health Department From: Jannette Whitcomb, Environmental Health Department Date: November 19,1998 Re: Flying Dog Ranch West Special Review & Code Amendments Parcel ID #2463-142000-008 The Aspen/ Pitkin Environmental Health Department has reviewed the details of the Flying Dog Ranch West application under the authority of the Pitkin County Land Use Code and has the following comments. ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-17 and 3-1104: "It is the policy of the County to insure the availability of a water supply of adequate quality, quantity, pressure and dependability for fire protection and support of a proposed land use prior to approval of the use. The County shall require land uses to hook up to existing public systems if service is available." The applicant intends to host 75 special events at the Barn. This qualifies the project as a public water system. Under the Colorado Primary Drinking Water Regulations it states that "a public water system is a drinking water system that regularly serves an average of at least 25 persons daily at least 60 days out of the year." The applicant must contact the State Water Quality Control Division (WQCD) for specific requirements. A condition of approval is that the applicant acquires State approval and follows all monitoring guidelines. The County cannot issue a septic permit, building permits or food service license until the applicant meets these requirements. SEWAGE TREATMENT AND COLLECTION: Sections 2-18 and 3-1105: "It is the policy of the County to ensure that adequate sewage treatment facilities are available to serve existing and new developments. Public and private sewage disposal systems and connections to such systems shall comply with the sewage disposal guidelines of Pitkin County's Individual Sewage Disposal System Regulation." The average wastewater flows for this project will be in excess of 2 000alg lons per day, and will require review, permitting and approval by the WQCD of the Colorado Department of Public Health and Environment (CDPHE). Prior to state review, the Board of County Commissioners must approve the site application before the state will consider analyzing the application. The P-ld — rxyded Fa,r cm system must comply with Pitkin County Sewage Regulations as well as the state regulations. The state approval process for a site application can be quite lengthy. Sewage amounts used in calculating the minimum design flow were taken from Table 1 in the 1998 Pitkin County ISDS Regulations. For this review, the Department only looked at the food service and bar use at the Barn during special events when estimating sewage amounts. We estimated for an event serving 150 people with food and bar service the average wastewater flow would be 4500 gallons. The applicant must include all uses of the Barn and the other structures on the property when sizing a septic system. The WQCD will also require a discharge application to be submitted as part of the National Pollutant Discharge Elimination System (NPDES) program. Approval will require sampling of water from monitoring wells, and annual association costs related to that sampling. A condition of approval for this application is the receipt and approval of the site application by the Environmental Health Department, the Board of County Commissioner and the WQCD. WATER OUALITY IMPACTS: Sections 2-14 and 3-705 and 3-710 "It is the policy of the County to preserve and protect its present water resources. To this end it is the policy of the County that no land use be initiated which would adversely affect the quantity, quality, or accessibility of the County's water resources; or which would occur at the expense of established water -dependent agricultural activities; or which would result in increased salinization of water resources, loss of minimum stream flows, further destruction of wildlife habitat, or major expenditures to reacquire or redistribute major water resources. It is also the policy of the County to maintain a natural vegetative buffer along its surface waters such that the surface and groundwaters of the area are not encroached upon by land uses or other human activities which could cause deterioration of water quality or impair the natural treatment processes provided by meadows and wetlands." The Environmental Health Department will be addressing water quality impacts on down stream water quality. This application should not impact down stream water quality if the setbacks between the septic system and physical features comply with the Pitkin County Sewage Regulations. The Environmental Health Department's mission is to preserve and protect the quality of Pitkin County's water resources. Since a large percentage of the population is dependent upon water from wells, elimination of groundwater pollution, and protection of aquifers and their drainage areas are of utmost importance. Roofs and asphalt areas can be nonpoint sources of water discharge that can contaminate water supplies. This Department recommends that nonpoint sources of discharge be retained on the property of origin. To accomplish this, the owner can use landscaping, drainage patterns, detention ponds, and/or dry wells for water runoff from buildings. AIR QUALITY: Sections 2-13 and 3-602: Ponied on Re,yded Pape, ►111.' "Only that development is permitted which will not contribute significantly to degradation of air quality in Pitkin County. Developments may not constitute an indirect or direct air pollution source under Federal, State or County regulations." We expect that this site will generate over 200 trips per day given the following uses: (1) 150 guests; 75 cars per event (2) Caterers and set-up staff (3) 2 Art studios (4) Lydia's Herbal Garden; one employee (5) 2 Guest Cabins (6) 1 Single Family Dwelling (7) Tree Nursery This site will have a significant impact on the air quality of "one of Pitkin County's remaining rural side valleys' (stated by applicant on page 10 of the Flying Dog Ranch West application). A condition of approval should be that the applicant should meet with this Department to develop a mitigation plan that offsets their traffic. FUGITIVE DUST Activities such as road building and landscaping require a Fugitive Dust Plan. The measures must prevent windblown dust from blowing off the property or creating a nuisance. This plan needs to include, but is not limited to, fencing, watering of haul roads and disturbed areas, daily cleaning of adjacent paved roads to remove mud carried out by trucks, speed limits, or other measures. A condition should be approval by the Aspen/Pitkin Environmental Health Department of the fugitive dust control plan. 111100U11MN-0 The less densely populated parts of the county like this site may have two devices per building. The owners can install no more than one wood burning fireplace and a second device that can be either a gas log fireplace or a certified woodstove. In addition, the owner can install unlimited numbers of decorative gas appliances. Occupants may not burn coal in any device. The owners cannot install fireplaces or woodstoves in barns or agricultural buildings. Any remodeling that affects the firebox of your fireplace will necessitate that the device meet current regulations. A condition of approval for this application is the receipt and approval of the fireplace/woodstove permit by the Environmental Health Department. This is a condition of building permit issuance. Rimed.. Rlytlrd N11 000010 3 CONFORMANCE WITH OTHER ENVIRONMENTAL HEALTH LAWS: Section 2-7:,,it is the policy of the County to ensure that no use or development of land is permitted which is in violation of the laws of the County, the State of Colorado, or the United States of America.' FOOD SERVICE FACILITIES The application states that one use for the Barn is for special group events and that the food will be prepared off-site. With food prepared off-site this facility must comply with Colorado Food Service Regulations. Since the events will be on a continuing basis, this Department will require that there be hot and cold holding equipment and cleanup facilities. Section 10-401 of the Rules and Regulations Governing the Sanitation of Food Service Establishments in the State of Colorado requires a review of plans and specifications by this Department. The operators will need to consult with this Department well before preparation of plans and specifications. A minimum of two weeks is necessary for this Department to review and approve plans. Also, final approval from this Department is necessary before opening for business and before issuance of a Colorado Food Service License. A minimum of four toilets for men and four toilets for women are required to accommodate 150 people. Please consult the "1994 Uniform Building Code." A condition of approval for this applicant is to obtain a Food Service License. Footed — R -,,W Paper 000071 gry Jili�lY�' Intended use of the Flying Dog Ranch West (1) Guest Ranch (2) Outdoor recreational uses (3) Club houses or recreational buildings (4) Arts and crafts studio (5) Remodel dairy barn into a guest cabin (demolish barn) (6) Host weddings, receptions, small meetings and similiar activities. (7) Tree nursery (selling trees to contractors and public) Current use (legal &illegal): (1) Meeting/ event center (2) Lydia's commercial kitchen (3) 1890's log cabin used as a Bed and Breakfast guest ranch The meeting and reception space and guest cabin have been operating for a year! Wastewater, water quality and food safety implications to these unpermitted acitivites. Suggested limitations from the Applicants: (1) Maximum of seventy-five (75) events per year; three (3) events in any week. (2) Maximum number of attendees one hundred -fifty (150) persons. Applicant did not state if they intend to include the personnel needed for a given event in the 150 persons. (3) Food service will be provided by outside caterers; unknown number of people. Headquaters parcel for all improvements to the Ranch contains approximately 11.8 acres of land. Records check: (1) Remodeling of the single family dwelling... Building permits... its address (1567 Prince Creek Road possibly) Possible ISDS permit #94030. (2) Barn renovated into several small meeting rooms and a larger room for receptions. (3) In 1990 an ISDS permit #90051 was issued for the caretaker unit and barn floor drains ... 1250 gallon septic tank and 519 absorption area (seepage pit=8' diameter and 16' deep). (4) Two bedroom cabin remodeled into a guest cabin. Do not have septic records or floor plan of this cabin. Parking Lot intended to hold 75 to 100 cars. CODU72 The Applicants estimate 75 vehicles which translates into 150 trips per day. Maximum 75 events gives 75 X 150= 11,250 trips per year. Water Supply comes from Vandeventer Springs... their share is 2,400 gallons per day. Storage tank of 2,500 gallons per day proposed! Wastewater Calculations and Air Calculations: (1) Event center(barn) with employee unit; event center to have: 1 o 2 art studios, kitchen, bar(?), bathrooms, meeting rooms and reception room. (2) (2) two bedroom guest cabin ... one was converted from a "modest cabin" with an unknown ISDS and the other intends to be replacing a dairy barn. ,.000073 . 1r1• ♦ v M MEMO TO FILE 10/6/99 Flying Dog Ranch West, Richard McIntyre, EVENT CENTER 1) Water meter installed. 97860 was the reading on 10/5/99 2) New 500 gallon plastic septic tank was installed down stream of existing 1250 gallon tank. *No access to visually inspect tank to see if there are '"Tees" on the inlet and outlet pipe. Will need a confirmation by installer, Todd welch. *There are no risers on this tank. Risers must be installed to bring access to the lid to within 8" of the surface. 3) There are no risers and no access to original septic tank *Risers must be installed to bring access to the lid to within 8" of the surface. 4) Existing tank has never been pumped. Tank must be pumped. 5) * Ditch has not been lined. The setback from a ditch and pond is 50 feet. Where this setback is not met, the ditch and full pond must be lined. The lining of the ditch and pond must extend up and over the bank. This `lip, should be weighted down w/ rocks or dirt so that it does not shift. The lining material must be ultra violet and chemical resistant. Al least a 20 mil liner is required, 30 mil if there is activity in the ditch. 000074 CM MEMO TO FILE 10/6/99 Flying Dog Ranch West, Richard McIntyre, GUEST HOUSE 1) Receipt for septic tank and pumper report indicate that the tank is 1250 gallons, larger that the required 750 gallon. *There are NO "Tees". on this tank. "Tees" must be installed on the inlet and outlet pipes. 2) The distribution box was exposed. It was intact and level. 3) There were two trenches 17-1/2 feet apart, pipe and gravel. The length of the trenches were about 67 feet. 67 times 3 foot wide trenches would mean the absorption area of the system was 400 sq ft, which is more than required. 5) The closest trench is 27 feet from the ditch.* Ditch has not been lined. The setback from a ditch and pond is 50 feet. Where this setback is not met, the ditch must be lined. The lining of the ditch must extend up and over the bank. This `lip' should be weighted down w/ rocks or dirt so that it does not shift. The lining material must be ultra violet and chemical resistant. Al least a 20 mil liner is required, 30 mil if there is activity in the ditch. 0000?51 ENGINEERS • SURVEYORS SGM (970) 925-6727 SCHM°ESER P.O. Box 2155 FAX (970) 925-4157 GORDON ME YEn Aspen, CO 81612 MEMORANDUM r' .�'// TO: Nancy Mackenzie, Pitkin County Environmental Health #Qrp� PN�aoh�c ,_ 19yy FROM: Jay Hammond, P.E., SGM, Inc. - 7FZ: qsp H; QC d DATE: May 20, 1999 RE: Flying Dog Ranch West, Permit Application to Add a Septic Tank I received your message regarding the permit application to add a septic tank to the on-site ISDS serving the event center and attached caretaker unit in the barn at the Flying Dog Ranch West property. I am providing this memo and attachments to clarify our request. You are correct that the sketch plan attached to the original permit form included an incorrect note that we were adding a second "drywell" when in fact we are adding a second septic tank to improve detention times associated with the larger events at the barn. Based on the permit records for the original ISDS we believe the existing drywell to be adequate for the flows associated with the event center subject to the use limitations in the Resolution of Approval (also attached to the original permit form). I have attached a revision of the sketch plan to correct this notation with regard to the additional septic tank. In terms of design calculations for the additional septic tank, I would offer the following: DESIGN CALCULATIONS DETERMINE FLOWS FOR THE EVENT CENTER AND AN EXISTING 1 -BEDROOM ATTACHED CARETAKER UNIT TO A COMMON ISDS SYSTEM Maximum event @ 75 Persons X 13 Gallons per person per event = 975 Gallons (We viewed the 75 person event as a peak Design event as it is the largest event permitted under the approval and cannot occur more than three times in one week). Caretaker unit @ 1 Bedroom X 2 Persons per bedroom X 75 GPCD = 150 GPD (average) X 1.75 (peaking factor) = 263 GPD (Design) DESIGN FLOW TOTAL = 1,238 GPD (Q DESIGN) 2. SEPTIC TANK CAPACITY Design flow X 1.25 (30 Hour detention time) = 1,548 GALLONS There is an existing 1,250 Gallon tank in place as indicated in the permit documentation 118 West 6th, Suite 200 • Glenwood Springs, Colorado • (970) 945-1004 May 20, 1999 Ms. Nancy Mackenzie Page 2 for the original ISDS system. 298 additional gallons of septic tank capacity is therefore required to meet the detention requirement of 30 hours. A 500 Gallon minimum tank is specified as we believe it to be the smallest septic tank likely to be available from area suppliers. By placing the smaller tank downstream of the existing tank, more than 50% of the total septic tank capacity is in the upstream tank. I hope these items are helpful in clarifying our permit request to add a septic tank to the Flying Dog Ranch West event center ISDS system. I understood from your message that there is also an issue regarding the existing system for the guest cabin. I will speak to you tomorrow on this or any other outstanding issues. JHljh 93193NM2 ESER GORDON MEYER, INC. MQ ,oa 1 -4i ll, 215B�AACN V.�EbT SCHMUESER GORDON ML'4'ER, INC. Mir 118 W. 6th St. Suite 200 P.O. Box 2155 SHEET NO. 1 OF� Glenwood Springs, CO 81601 Aspen, CO 81612 (970) 945-1004 (970) 925-6727 CALCULATED BY, DATE 5 • (s FAX (970) 945-5948 FAX (970) 925-4157 CHECKED By DATE SN7ERm� TT EJ1� TKR\CA_T\p 11 I>TC tF �R.C1PbS�.L�.._�EC15hlD 500 Gk(-.. t� �KtSTt rtCo I `STI N G .-KED 3. ARta ' EJ4Ewi Gt=rlTE P+ NOW -pITCH- ext mNC� I,ZSO GAL-UoK -SCTArAK t`IoTE: =NT6R.,mrrTArtc 1RR\fh4notS Dart! \S. Tb I3� t_\NEU -- \Am\ A Pvt- LINE.iZ \N ALL AREAS .7.ItT"vrA 570 V::**E:T' OF "T+\1&- ,`JEPT\C.-rAr1\r-5 RN.D J=x\5Ttt'kG DR1V,1VL:0- i --- 1��.115'�i� 's•7A • Rq ■""FRES0URCE ENEM MESON ■ENEM E N G I N E E R I N G I N C Mr. Richard McIntyre 1625 CR 111 Carbondale CO 81623 RE: Vandeventer Spring Dear Richard: April 5, 1999 We have revised the water demand calculations for the proposed conference center to reflect the lower uses allowed by Pitkin County. The new water demand is based on the following maximum use of the conference center; 35 yearly events (15 events @ 75 persons maximum and 20 events @ 25 persons maximum) with no more than 3 events in any one week. The total annual water demand for the 35 events is 24,375 gallons. The average day water demand will be about 67 gallons. Peak day demand, based on 75 persons at 15 gpd per person, is 1,125 gallons, plus 730 gallons for the existing residential uses. As was stated in our previous letter, the Vandeventer Spring can meet the water demand for the proposed conference center and the existing residential uses. The requirement for a 2,500 gallon storage tank as recommended in our earlier letter is no longer valid. The existing 1,500 gallon tank along with the 5 gpm spring flow (minimum) can meet the peak day demand of 1,855 gallons. If you have any questions, please call me. Sincerely, RESOURCE ENGINEERING, INC. l J � aul S. Bussone, P.E. Water Resources Engineer PSBlmmm 735-1.0 M18eieeeaemen 73S. -.pd Consulting Engineers and Hydrologists 509 Color^adt �ene ■ Glenwood Springs, CO 81609 ■ (970) 945.6777 ■ Fax (970) e45-1137 • O6DO79 ,Ci I CT- aiF nnl Tl N.l TnNl� 71Nnnc LJn>la Ljvgp:R RRR1-qn-r i q z X MEMORANDUM To: Suzanne Wolff, Community Development Department From: Nancy MacKenzie, Environmental Health Department Date: March 26,1999 Re: Flying Dog Ranch West, Review of SGM March 9, 1999 Revised Wastewater Flow Calculation Memo Parcel ID # 2463-142-00-008 The revised plan is based on a maximum group size of 75 person, 3 events per week, and the Resource Engineering report dated August 26, 1998 which suggests that the water demand would be 13 gallons per person per event. I have reviewed the water use data from David. Middleton for Elk Mt Lodge, which is a similar special events operation. David has been keeping data for each event since May 1997. The highest water use was 1.9 gallons per person per hour for an event that last 6 hours for a total of 12 gallons per person per event. Most other events were reported to use about 1 gallon/person /hour. The actual water usage for Elk Mt is similar to that suggested in the Resource Engineering report, so 13 gallons per person per event could be assumed to be a figure that could be used to size the septic system for the Event Center portion of the barn if Flying Dog Ranch West uses the same controls that Elk Mt uses : Elk Mt Lodge has a water meter to monitor the actual water usage to be sure it does not exceed the capacity of the septic system. No food is prepared at the site. No dishes are washed at the site. These practices have kept water usage to a minimum. Not operate Lydia's commercial kitchen during the days that they are holding the special events, etc. The Water Quality Control Division of the Colorado Department of Public Health and Environment will require review, permitting and approval if the average wastewater flows from this property are in excess of 2,000 gallons per day. rMm+.mx yd.d r,pp� 0 X I have estimated the flows for this property including: 975 the Bam/event center for 75 people x 13 gal/person/event 150 attached 1 br caretaker unit in barn 450 the 3 bedroom main house 300 the existing guest cabin 300 the proposed guest cabin 2175 gallons/day The total flow is only slightly over 2,000. The applicant could make some adjustments and changes and thereby reduce the water flow to below 2,000 gallons per day. They could decide to not build a new guest cabin, reduce the group size to no more than about 60 people per event, etc. The memo from SGM is not correct when it states that the existing ISDS for the barn is now entirely capable of handling the flow. The existing septic system for the proposed Event Center (barn) is not sized adequately under present regulations even for the reduced use and will need to be enlarged or replaced. EHD has no permit on record for the guest cabin. The EHD is willing to work with the Flying Dog Ranch West to correct this in an agreed upon time. They must apply for a permit and an engineer must assure that the system is working properly and sized adequately under present regulations. WATER The state does not regulate the water system if the number of events are reduced to 35 per year and if there are less than 15 water taps on the whole property. NI.W'� w'v W r.� w (970) 925-6727 FAX(970)925.4157 March 9, 1999 Mr. Alan Richman Services Alan Fichman Planning P.O. Box 3613 Aspen, CO. 81612 RE: SURVEYORS SUURVEYORS SGM SCHMUESER GOROONMEYER P.O. Box 2155 Aspen, CO 81612 and T�imra°`�a' Dear Alan: I am writing in follow-up to our recent discussions regarding potential event usage re the barn structure on property owned by Richard McIntyre at 1625 County Road 111 (Prince Creek Road) acts associated with ?he use of the near Carbondale, COl ote °iaAs you l wastewater flows and traff�iort dcamp ted October 6, 1998, I had provide some calculations of p haomrn as these pdatesrto therwastewaterland traffic impact calculations. rogram for the grope rty prompt wastewater Flows idual The October rep et discus to the need for anadditional wastewater inivflows thatmaI bwage e anticipatal ed with wi h the clubhouse Y use for a range of event sizes. Oferty ave resulted ew Of tin the clubhouse and recreational building proposed use by Pitkin County and discussions with neighbors of the property significant reductions in the proposal in terms of group size and frequency of events. From our most recent conversations regarding the outside limits of the use and occupancy of the barn facility at the Flying Dog Ranch West, I've now anticipated the following: Group size range: 20 to 75 persons Annual event maximum: 35 per year Weekly event maximum: 3 per week om Resource Engineering, Inc. In our October analysis, we referred nt r Spring water sunce pply ly dated August 26, 11998 which of .he Vandeventer Spring ce for apmaximum (design) water demand. analyzing the adequacy per capita per event (gp ) used a figure of 15 gallons p p p the maximum event size to 75 Wastewater flow is typically viewed as 85% of water demand ;�hich would represent a design figure of about 13 gallcns per person per event. Reducing persons and continuing to assume a worst case scenario of 3 large events in a single week as a peak design level requirement, this would represent a per event flow of 975 gallons and a weekly average flow of 418 gallons per day associated with the barn use. 0089 R West 61h. Suite 200 • Glenwood Springs. Colorado • (970) 945 1004 `` AO March 9, 1999 Mr. Alan Richman Page 2 Under current regulations, the caretaker apartment in the barn building represents 75 gallons per capita per day (gpcd) x 2 persons x 1.75 (peaking factor) = 263 gpd. Design Flow for the combination of the caretaker unit and clubhouse and recreational building use is therefore reduced to 681 gallons per day averaged over the week. In our report of October 6, 1998, we noted that: " Wastewater treatment for the barn structure is currently provided by an individual sewage disposal system (ISDS) that comprises (according to the permit record) a 1,250 gallon septic tank and a seepage pit (drywell) of approximately 450 square fleet of sidewail and base area. Constructed under permit number 90051 in 1990, it provided for an average flow of 450 gpd and a design flow of 675 gpd. According to the permit documentation, the system anticipated flows from a one -bedroom caretaker unit in the barn and floor drain systems in the main building. Under today's regulations, the drywell system has a theoretical capacity of up to 1,000 gpd of design flow (emphasis added, 3/9/99).° Based on the reductions to the proposed program for the Flying Dog Ranch West clubhouse and recreational building use, the existing ISDS is now entirely capable of handling the design flow of 681 gallons per day under the current regulations. The existing septic tank, at 1,250 gallons, is also capable of providing sufficient detention time for the per event flow of 975 gallons so our prior concern about handling the "slug flow" aspect of special events at the property are addressed by the existing system. From the standpoint of the condition of and access to the current ISDS system, the October report also noted the following: " We did note that the septic tank and drywell are not easily accessible at this time and are probably located under some revised landscaping west of the barn structure. I would recommend locating and excavating the access manways on both the septic tank and drywell structures to establish access for maintenance and inspection purposes. Access to a location near the surface would permit pumping of the septic tank chambers for intermittent solids removal as well as inspection of both structures. Access would be, perhaps, annually at most so replacement of landscape features over a buried access lid should not be a problem." I would continue to recommend that these actions be taken to ensure the adequacy of the existing ISDS for special event use. As we had also noted in October, data gathered at special events at the Elk Mountain Lodge clubhouse and recreational building facility in 1997 and 1998 would suggest an average demand of 0.8 gallons per attendee per hour per event and a design demand of 1.5 gallons per person per hour. Assuming 75 people at a four hour event, this would represent a total water demand impact of 450 gallons per event on the high end. Anticipating 975 gallons per event therefore appears highly conservative for purposes of this discussion. GORDON MEYER, INC. [1.. n n 4 C k 1, March 9, 1999 Mr. Alan Richman Page 3 As you know, in a memorandum dated November 19. 1998, the Pitkin County Environmental Health Department suggested that the Flying Dog Ranch West clubhouse and recreational building could generate as much as 4,500 gallons of wastewater flow for an event accommodating 150 persons. In referencing Table 1 of the Pitkin County Individual Sewage Disposal System Regulation, the Environmental Health Department utilized a food service and bar use figure to estimate sewage flows at the Flying Dog Ranch West facility. We would respectfully disagree with this approach to estimating potential sewage flow at this facility since the calculations for food service establishments under the coae is calculated on a "per seat' basis. Restaurant and bar seats are typically expected to turn over in the course of daily operations, accommodating several people in the same "seat'. The proposed use at the Flying Dog Ranch West facility are truly one-time events each day they occur so a calculation which assumes multiple occupancy of a single seat seems inappropriate. I would stress the comparison to the actual data from the Elk Mountain Lodge facility as more directly applicable to the Flying Dog proposal and we are utilizing flow figures substantially higher than even that data would support. Suitable on-site wastewater treatment that avoids contamination of creeks and area water features and wells will be feasible for the Flying Dog Ranch West clubhouse and recreational building using the existing on-site wastewater system. Access and Road Impacts The Flying Dog Ranch West Special Review clubhouse and recreational building will now generate a maximum occupancy of 75 persons at a special event. The applicant will be offering a van shuttle service to groups using the facility although my analysis has assumed that a larger group may not take full advantage of this service. Based on a maximum event of 75 persons and assuming an average 2 persons per vehicle (likely to be low for a planned event at a specific location) up to 38 vehicles could be expected to park at the site. Assuming, again, that they all arrive within the same hour, an additional 38 vehicles per hour would be the maximum impact on Prince Creek Road. Access to the property will continue to be from existing ranch entries off of Prince Creek Road located approximately 1.52 miles (the parking field entry) and 1.61 miles (the ranch entry) from the intersection of Prince Creek Road with Colorado Highway 133. The internal access to existing and proposed uses will utilize existing ranch roads meeting Pitkin County driveway standards. The parking field entry will be utilized for access during lark a events at the barn building. The parking field access off of Prince Creek Road is located on the west side of the County roadway on a straight segment of the road before the road turns east up the Prince Creek Drainage. The available intersection sightline to the north and south is in excess of 500 feet, well in excess of the 350 feet that is required for a County roadway posted at 35 miles per hour. Fr, -.-n a conversation with Pitkin County Road and Bridge Supervisor Brian Pettet, specific traffic counts on Prince Creek Road were last taken in June of 1997 when a count of 421 vehicles per GORDON MEYER, INC. March 9, 1999 Mr. Alan Richman Page 4 day (vpd) average was recorded for the Lower Prince Creek Road at the Pitkin County / Garfield County line. This represents a low existing volume on a road with a 19 to 20 foot chip/seal surface plus shoulders meeting a Class IV Rural Access standard accommodating up to 800 vpd. Trip generation rates for the maximum anticipated event size at the Flying Dog Ranch West clubhouse and recreational building would be 76 vehicle trip -ends per day impacting Prince Creek Road (38 vehicles, round trip). Adding a theoretical 76 vehicle trips per day to the currently existing traffic on lower Prince Creek Road results in a total volume of approximately 497 vpd in the Summer. Even adding in the anticipated trip -generation associated with build -out at the Tybar Ranch Subdivision (105 vpd), total volumes in the range of 602 vpd would be the maximum impact. Prince Creek Road, the existing County road #5 adjacent to the project site, is a paved two-lane roadway which is classified under the Pitkin County Road Management and Maintenance Plan as a Class IV Rural Access and a "Moderate Service Area" road. A total projected traffic volume of 602 vpd for the lower Prince Creek Road does not suggest any further need to upgrade the road section under Pitkin County standards as a result of the Flying Dog and proposed Tybar Ranch projects. I hope these revised comments will be sufficient for the Flying Dog Ranch West Special Review application. Feel free to contact me if I may provide additional information or detail. Very Truly Yours, SCHMUESER GORDON MEYER INC. WJHammond, P.E. cipal, Aspen Office JHIJh 93193WW2 l a, M V GORDON MEYER, INC. `'x .4 I4a- 00 -`20 Ir ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. 'F gCOS I TYPE OF PERMIT: 6 Initial Construction ( )Emerganey Use ( )Repair Mork.(Pievioua Permit 1 .) 1 )Alteration of an existing system, or installation (Previous Permit 1 .) ( )Use Permit as a result of Sale - ( )Others ISSUED TO: DATE OF ISSUE 1I- Z -� - 9 U Owner D� 5� GL✓1fz�- Home Phone -q 7-3-3111 q Business Phone Address �oy5 Wood�� (fie¢ k boa �1�1b�ol�� iu�� �D i R"'i. Phnnn �lyz-�..F 3r0 /G(o3-- Address C�. r�X Za i- l.fi A42t v�l�Q L- � d 3 Sewage Disposal S stem Work to be performed by�V COS-b"Ll-Ul Q-Iti I (F�A5 � 0A-0 - I I U�e0Tkc AJJ , CC Va*u 'VIA Z This permit valid V o�ynly, for51� * ,,premises location by the following legal descriptionsa J F- ad W LOT SIZE_ 1'JI A -y- 15 . MATER SUPPLY_ :5 r-OLq. . AVERAGE PERCOLATI/ON, RATrE.� W)'•P• This Individual Sewage Disposal Permit is granted with regard to the following usos 6�y�: n 4 UM �'FT�Uu� IIVU Numbs[ of, Dodreoms I Lofts �� Garbage Disposals �' Dishwas'h1er�s'/� � Clothes Washers CALCULATED AVERAGE DAILY HASTE LOAD iI� GALLOmS11l'1(�RA( r, . �pl I.'I THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT: J UJ Type of Tank or Treatment Units 6-t vtl C I -T Tank Capacity 2 50 _Gallon minimum av)thod of Final Disposal' 5< G L2"'c Y i + Absorptloq Area '5-1Square Feat minimum Description (including brand name', is any) of other equipment or appurtnanwst Other Conditions or Specifications$ STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: ( )Before Excavation ( )Upon completion of excavation and prior to placement of gravel `N Befotom rc co eriebso �pdistron t old n sys 1/,Prior to backfill of any component ( JOthere Specify' Plans and specifications of the proposed sewage disposal syntem have Bern reviewed and are considered satisfactory. Permisalon is hereby grae.trd to the owner or his agent to prrform the work indicated abnve In accordaneo with the Pitkin County Individual Sewage Disposal Rcvulations in effect on the date of issue. In addition to general provision. act forth on the reverse hereof, this Permit is suh)ect to the following additional terms and conditions$ APPROVED FOR ISSUE BY 'A44�� ✓1 (title) y ILU�✓�VII�ILNU� PJ L� Thr ahnve inAividu.1 sc+rago disposal system Installed by 1 has been in epected (or use by a representative of the Aspen Pit in Lnvironmeeta Health De par unont, T e uwnOr asnvmoa a reelwnsibility in cost of failure or inad quacy of this sewage disposal system. Complete as -bull[ drawing attached. DATE OFnFINAL INSPECTION 00008 p 7'BY: (I _GtiL - TITLE i�w �VD1tiVV�GVId�}G b�I U 130 South Galena Street Aspen, Colorado 81611 .303/925-202' I OQOU 6. MM s ASPEN06PITKIN ENVIRONMENTAL HEALTH OEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL•PERMIIT Name of OWNER �--e� PHONE Address of OWNER (7/S/ Name of APPLICANT /IPHONE J�G3 - X31 /03- /33 PERMIT TO BEs ( )Picked Up 0M(ailed tot TYPE OF PERMIT: S) New Installation ( )Repair ( jOwner 96 Applicant f )Emergency Use ( )Alteration NOT due to failure LDCATION OF PROPOSED SYSTEM[ Legal Description -5- Sat Block_ Filing subdivision of Lot --size TFPE OF STRUCTURE: ( )Single Family Dwelling ( ) Chart t — """ Do you plan any further dditions to the ..r�siden«2 O ( )YES 9GO so. of bedrooms__ No. of Lofts No. Of Garbage Disposals No. of Automatic Dishwashers No. Of Automatic Clothes washers - NATER SUPPLY: ( )Private well, Depth Or ( )Pub11C, Name of system " Spring ( )stream or Creek _ TYPES OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED[ 10111'septie Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound 1 )Recycling, potable use ( )Recycling, other use ( )Vault Privy ( )Other[ The initial site inspection must be arranged with the Aspen/Pitkin Environmental Health DeparGCnt (925-2020, 8:30-9:10 a.m.) before a permit can be Issued. The individual sewage disposal permit must be Issued before a building permit can be obtained. FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION Or THE SYSTEM. Application for an individual sewage disposal permit is hereby submitted. The undersigned acknowledges that the above information is true and that false infosmatic w �1 inva Ii t e application and any subsequent permit. signs ttu of Applic;nt (�/(`Q_Git =i p iv DATE '? O/,,, (/�) (This application becomes. invalid 12 months from the above date.) NOTE: PLOT PLAN must be filed with this application. Please locate the following items by measured distances: I. Property lines and dimensions. IV012: 2. Proposed and existing water wells on subject property and adjacent property. 3. Domestic water service lines. {. Proposed and existing buildings, driveways, and other structures. 5. Streams, lakes, ponds, irrigation ditches, and other water courses. 6. Proposed and existing individual sewage systems on subject property. SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO BE CHANGED FROM ORIGINAL PLAN. The undersigned hereby acknowledges receipt of this /individual sewage disposal Permic apnp i�clatlon and s permit ee 1,nI '4ha amount of 3 �(%. 6 0 Receipt Number '9L % Date Fee Received �� �J� / �� , by L°r ��y-'l-- Adaiinistrativo Officer 000091130 OOO J`1130 South Galena Street Aspen, Colorado 81611 303/' r.C)70 .1. 0 �— -- -,dab,, } PIFFER C 2259 CONSTRUCTION CO. CHARLES LARRY PIFFER 7 P. O. BOX 297 303-963-2830 _ CARBONDALE, CO 81623 - // p� Q �82-193/1021 PAY19/d TOTHE ORD r7% DOLLARS 404, Alpine Ban 11e?3aoaa ►® ��H�Ee�9, Colo.a0o 81843 FOR n Ila 002259R°Y1:1021019331: 019 6661I° i n s„_�-t?'.1.}, a �bt� t t, !�,.,,...h roar&:flt affrrr�tPV�Mi�nirti� t31P?t i mi£1zt L h 11,Sy1)z<1:1)i31?1V i±t1 t. fl1r::,<z,Ub 1ti811i?1J?i,Nt 1nAz r.. i3`iS,, .Li21ki r i k,1.t:Y.i.fi Pt. 5=*9i. - ,i 1k� ,4.4.31 —�1 stw V-4 4JP�C IY add,I wn jr io 10 N w w v I� o o. ib u) 600 Sal e- . d I=Sd 7 �6 1 1 588°34� 1ZONING APPROVED Per: Title If Pitkin noun 1 Article 5 Aspen Municipal de Date ; y � \ pen/ i� 'Cjv� tanning Department Legal Description: A portion of a parcel of land situ- ated in Lots 2, 3, 4 and 8 of Section 14, Township 8 Sout\ Range 88 West of the 6th Princupal Meridian, Pitkin County, JUN p,91989 ®�`�RAEMT I hereby certify that on May 31, 1989 a survey was performed by mean under my direct supervision on a portion of a parcel of land, the legal description of which is attached. A house and barn were found to be on said parecl of land as shown on this plat. This survey is true and correct to the best of my knowledge and belief. \ i By: w._c y i icome P.L.b. 14111 C. L Up i By- LINES /N SPACE- `1 SYDNEY L/NC/COME (L.S. /4///) i0X 121 CARBONDALE COLO. 303-963-3 :2LA-V ? ACtBQ I SCALE:1°=.51 am 01C C:®PELAND CONCRETE INCORPORATED Manufacturers of Precast Concrete Products Also Distributor of Related Items 28803 U.S. Hwy. 6 Rifle, Colorado 81650 625-1112 0 SHIP TO 102a A"o? ! i e4t / E CHARGE RESALE MDSE. RETD. I JOB NO. P.O. NUMBER rOMER NO. v SALESMAN PHONE NO.PERSON a 3 CALLING mow, P; 4 AB NAME EIGHT ITEM Gw. SN,PP eJ DESCRIPTION UNIT PRICE EXTENSION o 73. WARRANTY ON ABOVE -LISTED MATERIAL (INCLUDING N�W MACHINES, PARTS SUPPLIES) IS LIMITED UPON REQUEST. TO TNA AS PROVID Y THE MANUFAell vER'S S ATURE - Y15 STATE TAX NOTICE 777FGARFIELD COUNTY TAX SS S 9.5'c IF PAID BY-._AAr,_,..1A- S. -------- ... _ ) DISCOUNT AFTER THIS DATE. THIS IS A CASH DELIVERY CHARGE SCOUNT AND MUST BE PAID ON TIME TO TAKE SCOUNT.�y2 TunMv vnll TOTAL I f IZ D�O 000094 Please pay on invoice. Statement will be sent on request only. NG . 1010 3 A FINANCE CHARGE OF 11/2% PER MONTH (WHICH IS AN ANNUAL PERCENTAGE RATE OF 18%) WILL BE ADDED TO ALL ACCOUNT BALANCES THAT EXCEED 30 DAYS. MARPLE ENTERPRISES—Grand Junction,, CO . 13 C COPELAND CONCRETEINCORPORATED Manufacturers of Precast Concrete Products Also Distributor of Related Items 28803 U.S. Hwy. 6 Rifle, Colorado 81650 625-1112 SOLD TO a� SHIP TO SFA .�.t�.,6rP t,>f/ ✓Y-��! 6AT MER NO. 1/Z CHARGE RESALE SALESMAN MOSE.RETD, JOB NO. P.0 NUMBER PHONE NO. PERSON CALLIN�G JOB NAME 7 bla /�Li/C�r'�l WEIGHT ITEM DIY. ShlP DESCRIPTION UNIT PRICE EXTENSION l Sn 1 1 5/ en C � .2 IeLC r J WARRANTY ON ABOVE -LISTED MATERIAL (INCLUDING NEW M'LCIj NE$. PARTS & SUPPLI j5 IS LIMITER--- TO THAT AS PpbvIDED BY Tq0 MANUFACTURER. COPIES OF W CH ARE ILAP E PO EGUW ORty Eft'S 1 NATURE /?� OUST ME N HE�� .j J; STATE TAX II GARFIELO COUNTY TAX Lf N ( L 1 DELIVERY CHARGE DI DI TOTAL / 3•a. i f I I 000095, I N9 1. nent will be sent on request only. PER MONTH (WHICH IS AN ANNUAL PERCENTAGE RATE OF 18%) ANCES THAT EXCEED 30 DAYS. - MARPLE ENTERPR ISES�,Imd Juncllon. CO • �- ® �/63-iva- oo-oog �s c n PITKIN COUNTY HEALTH DEPARTMENT PERMITNUMBER�', 0 �� RECEIPT NUMBER c'L'A/ Phone H Owner's Contrac Address Systems Contractor's Name Address Legal Description LiK1&/1YAt /71'(0^"7 Lot Size �20 t Ace s Number of Bedrooms Type of Building by Type of Water Supply Phone # S Type of Individual Sewage Disposal SystlemjEPT/C' 4AIr— ('5P/9 Type of Soil or Soil Classification / L f!M % •S�� n �A/� QfjVF 1— Proximal Location of Bedrock Proximal Location Owner's Signature PLOT PLAN: r, Percolation Test Data — Minutes per inch Minimum Recommended Absorption System Size �_ f E LC /0%`fLdW/N"T) Minim Re ommended Tank Size Po -3 Z Pe t a plication valid one year from Date. Application to beco it and inal only after lower portion is completed and signed by the Sanitarian. R TAIN THIS FORM AT THE CONSTRUCITO T SIT ,. Date Sanitarian (graving of system on back) 00007 ... • COLORADO DEPARTMENT OF HEALTH DIVISION OF ENGINEERING AND SANITATION A C T I V I T Y R E P O R T Section FILE REFERENCE: v, rfl+o Ap.nge INDIVIDUAL OR ESTABLISHMENT: Arbany Ranch ADDRESS: Ill gjuxay 82 - West Code 12 County NARRATIVE: Re: Remodeling of Arbany Ranch; new private sewage disposal system, gay Rather An excavation was dug some time age, apparantly with the intent of replacing the existing sewage disposal system, consisting of a 750 gallon metal tank, which is pretty well corroded, and approximately 10 - 12 feet of vitrified clay tile leach line running out. When I arrived they had prepared percolation test holes, not only in,the bottom of the recently excavated dry well holes, but on the surface of the ground. The surface perc holes were dug only about 25 feet from irrigation water running at a pretty good flow in several ditches crisscrossing the acreage out beyond the house itself. These test holes perced at rates from 60 min's: to the inch to about 20 mins. to the inch. But, with the Construction of the house and the exiting points of the sewer lime, the gradual uphill slope and the fact that the slowest test hole was in the ntighborhood where any leach field would have to be installed, I suggested they use the dry well, which breaks through to the sand and gravel strata, percing about 5 min. to the inch around 3 feet below the surface of the ground, as their absorption area. This enables them to stay 50 feet away from all irrigation ditches in the area and, at the same time, come out of the house using some of the existing plumbing. The contractor indicated that he would build a dry well out of cinder block, approximately a 300 block dry well, which I sized at 12 feet in diameter and 10 feet below the inlet for the three bedroom house. This should provide an adequate sewage disposal system for the residence. LETTER TO FOLLOW: ( ) OTHER RECOMMENDATIONS: C3 ON O O O DATE: August 20 19 75 . REPRESENTATIVE: ES: 7 (Rev. 6-70-100) r i N J � COUNTY � COLORADO DEPARTMENT OF HEALTH REQUEST FOR SERVICE PROGRAM—RECEIVED'�/ �/ i �I/-BY LOCATION J1/1/c lP 404t �dr/�� ✓/ma y I TE 8/ 7� REPORTED BY 2S�-N _P4L+"� 6" 3�– ADDRESS TELEPHONE SERVICE REQUESTED TaC 44Div1n ACTION REPORT 10"C 7FS7- buil/ AT S M/�/1',vCle /N Off yMeZe— ADVI SG D /JUF To G�O�IIST•PdCT/o ✓ iPESTPI�/.UTS OF �,P,P/G'RT/on/ D/TONES /N eeey / V/T/ 7-0 SY ,F- LE.aCH F/EGA TEST /ia6,6-15 ZAW1i4BLE Eton OA'T�S T7 Afiv11WlfW To /o /yJ/n/�N�N. 11AY LOAM 7-» /DEPTH. ACTION BY IlWe-A'OSyL_ DISPOSI TI DATE SH -M-71 (4-7 1 -`.0 Suzanne Wolff, 08:39 AM 3/ , Re: flying dog To: Suzanne Wolff <suzannew@ci.aspen.co.us> From: nancy mackenzie <nancym@ci.aspen.co.us> Subject: Re: flying dog Cc: Bcc: X -Attachments: Yes, that is correct. Then if they want to phase in the guest cabin later, at that point they could start the state review process. Actually they should start the process a year or two ahead of time! since the state seems to be so slow. nancy At 08:02 AM 3/29/99 -0600, you wrote: >regarding the wastewater flows, would they only be required to go for state >review when they actually build the new guest cabin, since without that it >appears that they would generate less than 2,000 gpd? ted for nancy mackenzie <nancym@ci.aspen.co.us> 1 0I 1 11H Suzanne Wolff, 09:00 AM W6, Re: more fly dog To: Suzanne Wolff <suzannew@ci.aspen.co.us> From: nancy mackenzie <nancym@ci.aspen.co.us> Subject: Re: more fly dog Cc: Bcc: X -Attachments: The letter dated August 26, 1998 from Paul S. Bussone, P.E. , Water Resource Engineer for Resource Engineering, Inc. Has analyzed the yield from the spring that serves this property. He says the flow is 2,400 GPD . I had estimated that the flows for this propery would be 2175, so there is enough water to serve the proposed uses. Resource Engineering recommends a 2,500 gallon storage tank and this would provide 24 hrs storage for domestic use (not firefighting) and that is the recommendation of EHD. We would require a water quality test on the spring. The comments from Jannette in her Nov 19, 1998 memo are still relevant with regards to the Food Service Facilities. The applicant needs to submit a Plan Review form for us to review to be sure the facility is in compliance with this new use. There must be hot and cold holding equipment and cleanup facilities for the size groups being served by the caterers. (This was also required at Elk Mt.) nancy At 08:06 AM 3/29/99 -0600, you wrote: >if state review is not required for water, do they need to prove adequate >quantity and quality to EHD? for nar 0101 mackenziie <nancym@ 1 AUG -27-90 06:59 AM 237Q3.24J464 r A 000102 97049590 P.01 J S • Aw C� o LUAWwwo add e, _ ? —1 UUM c Ten, CO 81611 ASPEI 3/920-5440,,,--- pOcant to Complete numbered spaces only. IAT NU. r/1 DOESC �"/ ✓� LN ARCHI OR DESIGNER 7. 0 /i/ C t in£ -K rem PITKIN a I 6. CLASS Of WORK: 7 C NEW C ADDITION ALTERATION ❑REPAIR ❑MOVE P V'/R K FEI 1 S. No. �: III g/6Z3 SEE ATTACHED SNEETI PHONE HE }•� LIOENSENO- 9�s 1d3o 131 I INE LICENEE NO. DNE LICENSE N0. dj3y ) PERMIT FEE 0� O[cuwnq Gr P j 9-3 IA41 -1 W. of Etorlea S -p 0— " Remarks SSI �i 5..o null '" /3 /.� G NO. OF BEDROOMS E%IS G Au ar Uea Zana - Fire SpinNm Roc (J YK I� _ / No. of Dwelling /nits OFF EET PARKING SPA s' VncovareE _ (i �V SPECIAL APPROVALS REQUIRED AUTHORIZED SV ♦ i{./�•��yy.L�L' ZONING �4•�,... H.P.O. FI%1Uf6 Count: W — _3 PARK DEDICATION HEALTH DEPARTMENT DATE 8 a y ri1'f 11a I0MR _(I.11y WATERTAP NOTICE OTHER SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. / SELECTION OF METHOD FOR PAYMENT RETURNS WILL BE USE TAX MONTHLY USE OF QUARTERLY SUBMITTED. ly THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION C DEPOSIT MTHIN 120 DAYS, OR IF CON- ETHOO: 3% OF 25% OF PERMIT VALUATION PAID NOW AUTHORIZED IS NOT COMMENCED STRUCTION OR WORK S SUSPENDED OIR ABANDONED FOR APER OD AT ISSUANCE. FINAL REPORT ON TOTAL ACTUAL MATERIALS OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. COST MUST BE FILED WITHIN 90 DAYS AFTER COMPLETION OF I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AN AND AND WORK. GENERAL CONTRACTORS CHOOSING THIS METHOD KNOW THE GOVERNI TO ENG THIS TV ETRUE AND ROF WORK WRECT ALL ILL BIE COMP ONS OF EDLA SWITH PRESUME TO GIVE AU HORITV TO OLA EGOR CANCE FTHEEPRIT DOES NOT OV S ON)ESS OF TIHATTDO NOT ROBTA N THEIR OWN PERMIT, IT TAX FOR WHETHER SPECIFIED HEREIN OR NOT, THE LL SUBCONTRACTORS ANV OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION Oa TJ�E ERp- n UL( �' / C EXEMPT: STATE & PITKIN COUNTY RESALE NO. pNCE OFpONST ucnoN. / EXEMPT ORGANIZATION THIS FORM IS A PERMIT ONLY WHEN VALIDATED. inns L�T„awzeow + WORK STARTED WITHOUT PERMIT WILL BE DOUBLE FEE Iwrel 3% UEe T -x WpDS14VaIlAatlen lrml[VSI -tion WL 11 etlo 1 o R� og 3�� a���.� �I� �. Larry PiffeOW Piffer Construction P.O. Box 297 Carbondale, CO 81623 Re: Building Permit Application #1594 George Stranahan, 1625 County Road 111, Carbondale, CO Dear Mr. Piffer: The building permit application submitted by you for Mr. George Stranahan for the addition of a caretaker unit in an existing barn has been received by the Environmental Health Department for review. I have been unable to reach You the existing M r. barn down not by telephone. According to our records, g have a septic system for the disposal of waste water. A septic system will need to be installed for the disposal of wastewater generated by the new caretaker unit. We will need a septic ired fees yourlplans and forward them to on and the the Building efore we Department. an approve Departm nt I have enclosed a septic permit application. Please ion fillwe outnthe application completely. With the permit app a plot plan of the site, and the $150 permit fee. If you would like us to do your soil percolation test, the fee will continue for to tdo hat is $100, bringing the total to $250e rc tests until November 15, weather permitting. After that date, if you wish to have the test done this winter, you will need to hire an engineer). I have enclosed an information packet that explains this more thoroughly. Based on the soil conditions that we hve observed that as conventional nsept c system can be other sites on installed. property, I anticipate installed. Please feel free to contact questions regarding the septic as I receive the above items I them to the Building Department. Sincerely, Carolyn J. Hardin Environmental Health Officer me at 920-5076 if you have any permit. As I mentioned, as soon can approve the plans and forward cc: George Stranahan Aspen/Pitkin Building Department 930 South Galena Street Aspen, eolorado B1611 9 00010b rte. 303/920-5070 1625 Prince Creek 1, ii! 0 0 MEMORANDUM To: Suzanne Wolff, Community Development Department Through: Lee Cassin, Environmental Health Department From: Jannette Whitcomb, Environmental Health Department Date: November 19,1998 Re: Flying Dog Ranch West Special Review & Code Amendments Parcel ID #2463-142000-008 The Aspen/Pitkin Environmental Health Department has reviewed the details of the Flying Dog Ranch West application under the authority of the Pitkin Coun!y Land Use Code and has the following comments. ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-17 and 3-1104: "It is the policy of the County tb insure the availability of a water supply of adequate quality, quantity, pressure and dependability for fire protection and support of a proposed land use prior to approval of the use. The County shall require land uses to hook up to existing public systems if service is available." The applicant intends to host 75 special events at the Barn. This qualifies the project as a public water system. Under the Colorado Primary Drinking Water Re ations it states that "a public water,system is a drinking water system that regularly serves an average of at least 25 persons daily at least 60 days out of the year." The applicant must contact the State Water Quality Control Division (WOCD) for specific requirements. A condition of approval is that the applicant acquires State approval and follows all monitoring guidelines. The County cannot issue a septic permit, building permits or food service license until the applicant meets these requirements. SEWAGE TREATMENT AND COLLECTION: Sections 2-18 and 3-1105: "It is the policy of the County to ensure that adequate sewage treatment facilities are available to serve existing and new developments. Public and private sewage disposal systems and connections to such systems shall comply with the sewage disposal guidelines of Pitkin County's Individual Sewage Disposal System Regulation." The average wastewater flows for this project will be in excess of 2,000 gallons per day, and will require review, permitting and approval by the WQCD of the Colorado Department of Public Health and Environment (CDPHE). Prior to state review, the Board of County Commissioners must approve the site application before the state will consider analyzing the application. The PAnW m R. Wr.11 000106 system must comply with Pitkin County Sewage Regulations as well as the state regulations. The state approval process for a site application can be quite lengthy. Sewage amounts used in calculating the minimum design flow were taken from Table 1 in the 1998 Pitkin County ISDS Regulations. For this review, the Department only looked at the food service and bar use at the Barn during special events when estimating sewage amounts. We estimated for an event serving 150 people with food and bar service the average wastewater flow would be 4500 gallons. The applicant must include all uses of the Barn and the other structures on the property when sizing a septic system. The WQCD will also require a discharge application to be submitted as part of the National Pollutant Discharge Elimination System (NPDES) program. Approval will require sampling of water from monitoring wells, and annual association costs related to that sampling. A condition of approval for this application is the receipt and approval of the site application by the Environmental Health Department, the Board of County Commissioner and the WQCD. WATER OUALITY IMPACTS: Sections 2-14 and 3-705 and 3-710: '4t is the policy of the County to preserve and protect its present water resources. To this and it is the policy of the County that no land use be initiated which would adversely affect the quantity, quality, or accessibility of the County's water resources; or which would occur at the expense of established water -dependent agricultural activities; or which would result in increased salinization of water resources, loss of minimum stream flows, further destruction of wildlife habitat, or major expenditures to reacquire or redistribute major water resources. It is also the policy of the County to maintain a natural vegetative buffer along its surface waters such that the surface and groundwaters of the area are not encroached upon by land uses or other human activities which could cause deterioration of water quality or impair the natural treatment processes provided by meadows and wetlands." The Environmental Health Department will be addressing water quality impacts on down stream water quality. This application should not impact down stream water quality if the setbacks between the septic system and physical features comply with the Pitkin County Sewage Regulations. The Environmental Health Department's mission is to preserve and protect the quality of Pitkin County's water resources. Since a large percentage of the population is dependent upon water from wells, elimination of groundwater pollution, and protection of aquifers and their drainage areas are of utmost importance. Roofs and asphalt areas can be nonpoint sources of water discharge that can contaminate water supplies. This Department recommends that nonpoint sources of discharge be retained on the property of origin. To accomplish this, the owner can use landscaping, drainage patterns, detention ponds, and/or dry wells for water runoff from buildings. AIRQUALITY: Sections 2-13 and 3-602: MnW cm F ydW rape, 000101 U b "Only that development is permitted which will not contribute significantly to degradation of air quality in Pitkin County. Developments may not constitute an indirect or direct air pollution source under Federal, State or County regulations." We expect that this site will generate over 200 trips per day given the following uses: (1) 150 guests; 75 cars per event (2) Caterers and set-up staff (3) 2 Art studios (4) Lydia's Herbal Garden; one employee (5) 2 Guest Cabins (6) 1 Single Family Dwelling (7) Tree Nursery This site will have a significant impact on the air quality of "one of Pitkin County's remaining rural side valleys" (stated by applicant on page 10 of the Flying Dog Ranch West application). A condition of approval should be that the applicant should meet with this Department to develop a mitigation plan that offsets their traffic. 112030 0 MA :19111-11 Activities such as road building and landscaping require a Fugitive Dust Plan. The measures must prevent windblown dust from blowing off the property or creating a nuisance. This plan needs to include, but is not limited to, fencing, watering of haul roads and disturbed areas, daily cleaning of adjacent paved roads to remove mud carried out by trucks, speed limits, or other measures. A condition should be approval by the Aspen/Pitkin Environmental Health Department of the fugitive dust control plan. FIREPLACE The less densely populated parts of the county like this site may have two devices per building. The owners can install no more than one wood burning fireplace and a second device that can be either a gas log fireplace or a certified woodstove. In addition, the owner can install unlimited numbers of decorative gas appliances. Occupants may not burn coal in any device. The owners cannot install fireplaces or woodstoves in barns or agricultural buildings. Any remodeling that affects the firebox of your fireplace will necessitate that the device meet current regulations. A condition of approval for this application is the receipt and approval of the fireplace/woodstove permit by the Environmental Health Department. This is a condition of building permit issuance. r—wo. Rmdee rv" �f t CONFORMANCE WITH OTHER ENVIRONMENTAL HEALTH LAWS: Section 2-7: "it is the policy of the County to ensure that no use or development of land is permitted which is in violation of the laws of the County, the State of Colorado. or the United States of America." FOOD SERVICE FACILITIES The application states that one use for the Barn is for special group events and that the food will be prepared off-site. With food prepared off-site this facility must comply with Colorado Food Service Regulations. Since the events will be on a continuing basis, this Department will require that there be hot and cold holding equipment and cleanup facilities. Section 10-401 of the Rules and Regulations Governing the Sanitation of Food Service Establishments in the State of Colorado requires a review of plans and specifications by this Department. The operators will need to consult with this Department well before preparation of plans and specifications. A minimum of two weeks is necessary for this Department to review and approve plans. Also, final approval from this Department is necessary before opening for business and before issuance of a Colorado Food Service License. A minimum of four toilets for men and four toilets for women are required to accommodate 150 people. Please consult the "1994 Uniform Building Code." A condition of approval for this applicant is to obtain a Food Service License. p.mma,M H¢ dw P." 000109 Intended use of the Flying Dog Ranch West: (1) Guest Ranch (2) Outdoor recreational uses (3) Club houses or recreational buildings (4) Arts and crafts studio (5) Remodel dairy barn into a guest cabin (demolish barn) (6) Host weddings, receptions, small meetings and similiar activities. (7) Tree nursery (selling trees to contractors and public) Current use (legal &illegal): (1) Meeting/ event center (2) Lydia's commercial kitchen (3) 1890's log cabin used as a Bed and Breakfast guest ranch The meeting and reception space and guest cabin have been operating for a year! Wastewater, water quality and food safety implications to these unpermitted acitivites. Suggested limitations from the Applicants: (1) Maximum of seventy-five (75) events per year; three (3) events in any week. (2) Maximum number of attendees one hundred -fifty (150) persons. Applicant did not state if they intend to include the personnel needed for a given event in the 150 persons. (3) Food service will be provided by outside caterers; unknown number of people. Headquaters parcel for all improvements to the Ranch contains approximately 1 1.8 acres of land. Records check: (1) Remodeling of the single family dwelling... Building permits... its address (1567 Prince Creek Road possibly) Possible ISDS permit #94030. (2) Barn renovated into several small meeting rooms and a larger room for receptions. (3) In 1990 an ISDS permit #90051 was issued for the caretaker unit and barn floor drains... 1250 gallon septic tank and 519 absorption area (seepage pit= 8' diameter and 16' deep). (4) Two bedroom cabin remodeled into a guest cabin. Do not have septic records or Floor plan of this cabin. 000110 Parking Lot intended to hold 75 to 100 cars. The Applicants estimate 75 vehicles which translates into 150 trips per day. Maximum 75 events gives 75 X 150= 11,250 trips per year. Water Supply comes from Vandeventer Springs... their share is 2,400 gallons per day. Storage tank of 2,500 gallons per day proposed! Wastewater Calculations and Air Calculations: (1) Event center(barn) with employee unit; event center to have: 1 or 2 art studios, kitchen, bar(?), bathrooms, meeting rooms and reception room. (2) (2) two bedroom guest cabin ... one was converted from a "modest cabin" with an unknown ISDS and the other intends to be replacing a dairy barn. A CALCULATIONS BIODIFFUSER TRENCH 1. PERCOLATION RATE = 10 MPI AVG. (H.P. GEOTECH JOB NO, 106 0910) 2. DESIGN FLOW FOR 3 BEDROOM HOUSE (>2000 SF)= 3 BEDROOM X 2 X 100 X 1.75 = 105.0 GPD 3. REQUIRED SEPTIC TANK CAPACITY = 1050 X 1.25 = 1313 GALLONS USE ONE - 1,500 GALLON, TWO COMPARTMENT CONCRETE SEPTIC TANK 4. ABSORPTION TRENCH AREA REQUIRED = A = ( 1050 / 5 ) - 10"1/2 = 498 SF x 50% TRENCH REDUCTION = 332 SF. 5. SIODIFFUSER (10OBD) TRENCH INSTALLATION: 332 SO. FL / 15.5 SOFT PER UNIT = 22 EQUIV. UNITS MIN. INSTALL 3 TRENCHES, 8 BIODIFFUSER UNITS EACH TRENCH = 24 UNITS. 6, WELL SETBACK DISTANCE = 104 FEET 7, DITCH, STREAM AND POND SETBACK DISTANCE = 54 FEET 8, WATERLINE SETBACK DISTANCE 10 FEET TO TANK, 25 FEET TO FIELD B. GENERAL NOTES 1. THE BIODIFFUSER TRENCHES SHALL BE LEVEL (+/- 0.1 FEET), ON NATURAL GROUND(NOT IN FILL) AND BACK FILL MUST PROVIDE POSITIVE' DRAINAGE AWAY FROM THE TRENCH SYSTEM. 2. THE SEPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDENCE & 4' DEEP MAX TO TOP OF TANK. 3, THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: THE PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. IF A CHANGE IN ALIGNMENT OR GRADE IS NECESSARY, A CLEANOUT WILL BE REQUIRED AT THE CHANGE. THE MINIMUM GRADE OF THE PIPE MUST BE 1/4" PER FOOT. THE PIPE MUST BE A MINIMUM OF ASTM 3034 PVC PIPE. A MINIMUM OF i CLEANOUT SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDENCE. THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 4. THE PIPE FROM THE SEPTIC TANK TO THE DISTRIBUTION BOX SYSTEM MUST BE INSTALLED AS FOLLOWS: THE FIRST 10' MUST BE SCHED.40 PVC. THE MINIMUM SLOPE OF THE LINE MUST BE 1/4" PER FOOT, THE PIPE SHALL BE A MINIMUM OF ASTM 3034 PVC PIPE. THE PIPE SHALL BE A MINIMUM OF 4' IN DIAMETER. 5. USE RISERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6" OF FINAL GRADE. 6. ALL MATERIALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL COMPLY WITH PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 7. BIODIFFUSER COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE INSPECTION PORTS AT EACH END OF EACH TRENCH. 9. PROVIDE REMOVABLE ORENCO EFFLUENT FILTER IN SEPTIC TANK & EXTEND HANDLE TO W/IN 1" OF RISER LID. 10. PLACE DISTRIBUTION BOX AND DISTRIBUTION PIPING ON 3/4" SCREENED ROCK. SEAL ALL PIPES ENTERING DISTRIBUTION BOX WITH WATERPROOF MATERIAL NOTE: WATERLINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS ARE CLOSER THAN TEN (10') FEEL PIPE OF SCHEDULE 40 RATING OR BETTER MUST BE USED, OF SUFFICIENT DIAMETER TO EASILY SLIDE OVER AND COMPLETELY ENCASE THE UNE. RIGID END CAPS OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED IN A WATERTIGHT FASHION TO THE ENDS OF THE ENCASEMENT PIPE. THERE MUST BE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE PIPE IN THE LOWERMOST SECTION OF THE RIGID CAP SO THAT THE CONVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPE. THE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDCAPS MUST BE SEALED WITH AN APPROVED UNDERGROUND SEALANT COMPATIBLE WITH THE PIPING USED. THIS DRAWING SHOWS ALL EXISTING WELLS WITHIN SETBACK DISTANCES (INCLUDING ON SURROUNDING PROPERTIES), CONTOUR INTERVALS, ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, DITCHES, SLOPES OF GREATER THAN 15% WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION (IRRIGATION) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRIGATION DITCHES, LAKES, PONDS, WATER COURSES, STREAMS, FLOODPLAINS, FLOODWAYS, DRY GULCHES, OR EXISTING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON NEIGHBORING PROPERTIES WITHIN SETBACKS. IJ 000112 0 0 0 A PLAN RC TEE INSTALLED TO _ SOLE FROM MANHOLE 6 IN. MAX. BACK FILL OVER OPENING COVER OF MANHOL UPPER EXTENSION OF INLET AND EXIT `TEE'S" SHALL BE MTHIN I IN. OF TOP OF TANK. INSTALL OUTLET FILTER IN TANK OR BETWEEN TANK AND FIELD, REMOVABLE ORENCO FILTER PER MANUFACTURER SECTION —Inrvn hvmcn. �EFNL1NAF�TOREIALATAAnOOAN OR LINE CONNECTIONS TO TANK. CONCRETE SEPTIC TANK DETAIL NOT TO SCALE BIODIFFUSER TRENCH DETAIL NOT TO SCALE VICINITY CAC SI TE DITCH OFFSET 100 0 50 100 SCALE 1 inch = 100 ft. 0 UNIT GROUND O W C Q EISiING RoAa PROPOSED EXTENDED DRIVE AREA 50.7' I Q� Q'O? lv" 6 INSPEcnoN PORTS TOTAL 30 0 15 30 SCALE 1 inch = 30 ft. f l �,—aEAN-our WININ 2' OF HOUSE \�4" PVC O 29 MIN. e (iF 1,500 GALLON e _.2 -COMPARTMENT CONC. f SEP17CTAW W/ 4" 4 PORT CONCRETE) ORENCO FiFI.UENT FILTER DISTRIBUTION BOX' ABSORPTION TRENCHES / eloaFFuSERsER 110081) uTSTs 3 ROWS (8 UNITS EACH) TOTAL - 24 BIO MSER UNITS � h � � r 54' DITCH OFFSET s,, f F COPYRIGHT V C� Fri W O� W Uz °ko ) C) LT. ,U V l GA rl U M �U �0 oz MMW d� O p., f / f ,_• �� � .r J.l 1/ I�9�F �I I COPYRIGHT DRAWN BY DA V C� Fri W O� W Uz °ko C) LT. ,U V l GA W Q00 U M �U �0 oz MMW d� O p., C1. DRAWN BY DA DATE 08/28/07 REVISIONS CHANGES GEs SS raN ?(rtlfl5P SCALE AS SHOWN DRAWING I.S.D.S. DESIGN, DETAILS, and NOTES SHEET 1 V pp °ko ,U V l 1� �U V w DATE 08/28/07 REVISIONS CHANGES GEs SS raN ?(rtlfl5P SCALE AS SHOWN DRAWING I.S.D.S. DESIGN, DETAILS, and NOTES SHEET 1 A. CALC'IJLAIIONS_BIODIFFUSER TRENCH t PERCOLATION RATE = 10 MPI AVG. ('H.P. GEOTECH JOB NO. 106 0910) 2. DESIGN FLOW FOR 3 BEDROOM HOUSE (>2000 SF)= 3 BEDROOM X 2 X 100 X 1.75 = 1050 DIP 3. REQUIRED SEPTIC TANK CAPACITY = 1050 X 1.25 = 1313 GALLONS USE ONE - 1,500 GALLON, TWO COMPARTMENT CONCRETE SEPTIC TANK 4. ABSORPTION TRENCH AREA REQUIRED = A = ( 1050 / 5 ) * 10"1/2 = 498 SF x 50% TRENCH REDUCTION = 332 SF. 5. BIOOIFFUSER (10OBU) TRENCH INSTALLATION; 332 SO. FT. / 15.5 SO.FT. PER UNIT = 22 EQUIV. UNITS MIN. INSTALL. 3 TRENCHES, 8 BIODIFFUSER UNITS EACH TRENCH = 24 UNITS. 6. WELL SETBACK DISTANCE = 104 FEET 7. DITCH, STREAM AND POND SETBACK DISTANCE = 54 FEET B. WATERLINE SETBACK DISTANCE 10 FEET TO TANK, 25 FEET TO FIELD B. GENERAL NOTES 1, THE BIODIFFUSER TRENCHES SHALL BE LEVEL (+/- 0.1 FEET), ON NATURAL GROUND (NOT IN FILL) AND BACK FILL MUST PROVIDE POSITIVE' DRAINAGE AWAY FROM THE TRENCH SYSTEM. 2. THE SEPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDENCE & 4' DEEP MAX TO TOP OF TANK. 3. THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: THE PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. IF A CHANGE IN ALIGNMENT OR GRADE IS NECESSARY, A CLEANOUT WILL BE REQUIRED AT THE CHANGE. THE MINIMUM GRADE' OF THE PIPE MUST BE 1/4" PER FOOT. THE PIPE MUST BE A MINIMUM OF ASTM 3034 PVC PIPE. A MINIMUM OF I CLEANOUT SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDENCE. THE PIPE' SHALL BE A MINIMUM OF 4" IN DIAMETER. 4. 711E PIPE FROM THE SEPTIC TANK TO THE DISTRIBUTION BOX SYSTEM MUST BE INSTALLED AS FOLLOWS: THE FIRST 10' MUST BE SCHED.40 PVC. THE MINIMUM SLOPE OF THE LINE MUST BE 1/4" PER FOOT. THE PIPE SHALL BE A MINIMUM OF ASTM 3034 PVC PIPE. THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 5, USE RISERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6" OF FINAL GRADE. 6, ALL MATERIALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL COMPLY WITH PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 7. BIODIFFUSER COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.. 8. PROVIDE INSPECTION PORTS AT EACH END OF EACH TRENCH. 9. PROVIDE REMOVABLE ORENCO EFFLUENT FILTER IN SEPTIC TANK & EXTEND HANDLE TO W/IN 1" OF RISER LID. 10, PLACE DISTRIBUTION BOX AND DISTRIBUTION PIPING ON 3/4" SCREENED ROCK. SEAL ALL PIPES ENTERING DISTRIBUTION BOX WITH WATERPROOF MATERIAL ITE_ WATERLINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS - -- -- _ -_- -- -` - "NATURAL BACKFILL ARE CLOSER THAN TEN (10') FEET. PIPE OF SCHEDULE 40 RATING OR BETTER MUST BE USED, OF SUFFICIENT DIAMETER TO EASILY SLIDE OVER AND COMPLETELY ENCASE THE LINE. RIGID END CAPS _ OF AT LEAST SCHEDULE 40 RAT!NG MUST BE GLUED OR SECURED IN A WATERTIGHT FASHION TO THE ENDS OF THE ENCASEMENT g �; PIPE. THERE MUST BE A HOLE OF SUFFICIENT SITE TO ACCOMMODATE _ THE PIPE IN THE LOWERMOST SECTION OF THE RIGID CAP SO THAT THE CONVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPE. THE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDCAPS- MUST BE SEALED WITH AN APPROVED UNDERGROUND SEALANT COMPATIBLE WITH THE PIPING USED. THIS DRAWING SHOWS ALL EXISTING WELLS WITHIN SETBACK Y DISTANCES (INS:LUDING ON SURROUNDING PROPERTIES), CONTOUR INTERVALS, I. ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, DITCHES, SLOPES OF GREATER THAN 15%, WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION (IRRIGATION) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRIGATION DITCHES, - LAKES, PONDS, WATER COURSES, STREAMS, FLOOOPLAINS, FLOODWAYS, DRY GULCHES, OR EXISTING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON 36" NEIGHBORING PROPERTIES WITHIN SETBACKS.----- B10D_IFFUSE_R TRENCH _ DETAIL NOT TO SCALE PLAN OC TEE INSTALLED TO SIBLE FROM MANHOLE 5 IN, MAX BACK FILL OYER OPENING COVER OF MANHOL FLUID TRANSFER UPPER EXI,pNSIGy OF INLET AND EVT TEE'S SHALL BE WITHIN 1 /N. OF TOP OF TANK. INSTALL OUTLET FILTER IN TANK OR BETWEEN TANK AND FIELD. W TLET REMOVABLE ORENCO SECTION —'�nnn �u,viocrt. NOTIFY ENGINEER OF HIGH WATER TABLE BEFORE FINAL INSTALLATION OF TANK OR UNE C014NECTIONS TO TANK. CONCRETE SEPTIC TANK DETAIL NOT TO SCALE V1 i i Y N/lA i 0 0 a0 N C I SI TE Or 110 ,/of DITCH OFFSET I 1 ry .0, 100 0 50 100 SCALE 1 inch = 100 ft. to 000113 BIODIFFUSSER UNIT Lo yoy NATURAL GROUND J i I MAIN 1 % HOUSE X, / � v <} x V) 1"xrsnnlc hoAO f� HISTORIC BARN PROPOSED EXTENDED� DRIVE AREA \ 9 245.0 PROPOSED �b ��) f Pi')RF1 G ---, \ ti I --FIN I SH I9 rf� I 3 \_ ? � CLEAN-OUT WITHIN 2' EX HOUSE 4 PORT CONCRETE 4 PVC 6°2X ABN. Q'e+ DISTRIBUTION BOX (1)-1,500 GALLON 8 INSPECTION 2 -COMPARTMENT CONC. PORTS TOTAL ABSORPTION TRENCHES SEPTIC TANK W/ 4- N BIODIFFVSER 110080 UNITS OREN00 EFFLUENT FILTER 3 ROWS (8 UNITS EACH) TOTAL - 24 BICOF'FUSER UNITS _ a; \� i i r�. i J �s i y S iC, ? , rt, 54' DITCHOFFSET �s � w /x ;g) 0 IS 30 ' SCALE 1 inch = 80 ft. COPYRIGHT tI J i I MAIN 1 % HOUSE X, / � v <} x V) 1"xrsnnlc hoAO f� HISTORIC BARN PROPOSED EXTENDED� DRIVE AREA \ 9 245.0 PROPOSED �b ��) f Pi')RF1 G ---, \ ti I --FIN I SH I9 rf� I 3 \_ ? � CLEAN-OUT WITHIN 2' EX HOUSE 4 PORT CONCRETE 4 PVC 6°2X ABN. Q'e+ DISTRIBUTION BOX (1)-1,500 GALLON 8 INSPECTION 2 -COMPARTMENT CONC. PORTS TOTAL ABSORPTION TRENCHES SEPTIC TANK W/ 4- N BIODIFFVSER 110080 UNITS OREN00 EFFLUENT FILTER 3 ROWS (8 UNITS EACH) TOTAL - 24 BICOF'FUSER UNITS _ a; \� i i r�. i J �s i y S iC, ? , rt, 54' DITCHOFFSET �s � w /x ;g) 0 IS 30 ' SCALE 1 inch = 80 ft. COPYRIGHT DRAWN BY DA A� —= I✓ 00 M ---- W I --I W Orn U 1 I� Q 00 — — U On M �O — - w �U a hal Q+ DRAWN BY DA DATE 02/26/08 1 REVISIONS (I /13F -SUBMITTAL. 08128F" - CHAYGES FOR 2000 SF (pr6/C8 - AS-BUILTS f SCALE AS SHOWN DRAWING I.S.D.S. DESIGN, DETAILS, and NOTES — SHEET I --I U 1 zoUo U � a � Ww DATE 02/26/08 1 REVISIONS (I /13F -SUBMITTAL. 08128F" - CHAYGES FOR 2000 SF (pr6/C8 - AS-BUILTS f SCALE AS SHOWN DRAWING I.S.D.S. DESIGN, DETAILS, and NOTES — SHEET