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pitkin.eh.246513200018 (2007)(Barn)
Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. Pitkin Counlonvironmental Health & Natural ResoSs Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 � aoaii Permit # 07045 Parcel ID # 2465-13-'�nn-' Type of permit New(X) Repair() Addition/Remodel to House() BARN Name of Owner Jim Colombo Street Address 300 Horseshoe Drive Property legal description Size of lot 30.118 Water source Private Well # of bedrooms in house Caretaker unit # of bedrooms in caretaker unit Total square footage of the house 7326.44 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) Powder room in BARN for two employees Permit information Designed by Owner Designed Mailing Address Perc rate 26 Profile hole depth 8 ft Depth to groundwater or bedrock >8 ft Minimum Septic tank capacity 750 Minimum Absorption area 118sf/50% reduce= 59 sf Comments Septic permit approved per compliance with the Owner design dated 6/6/07. 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. The design if for a 750 gallon two-compartment septic tank with an effluent filter on the outlet tee. Gravity flow to a manifold with equal distribution to two trenches each with a minimum of 3 Quic1<4 infiltrator gravelless chambers for a total of 6 chambers. Inspections pipes must be installed on the last infiltrator in each trench. There must be 6 feet of undisturbed soil between the trenches. This permit is expressly conditioned on the property owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel. This department does not endorse any brand of products. This permit must be kept on-site during installation. The owner 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:Expiration Date: l7r z O Plans and specifications of the roposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the owner's 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: License Number: 057 Final approval: Date: Id 0a 3 LQ � 2 - ,sem w.,� �. 'Itt�._ 0 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER Owner's Mailing Address S City, State, Zip Business Phone: Home Phone: C E-mail Address: Primary Contact Person(allcommunication regarding this permit will go through this person) Name � v CompanyN N , Contact Mailing Address l� City, State, Zi r,r Business Phone: -TZ Cell Phone: q'2 -2 Z Fax: \��' E-mail Address: Parcel ID # (available from assessor's office at 9205160 or at www.oitkinassessor.org) Building Permit # (if available) Street address of property Legal Description: Lot lx Kms` Filing Subdivision Size of lot: acres. Type of proposed structure: RAY? I Total square feet of house # of bedrooms (potential) in house Caretaker Unit: Attached (*Vit) Detached ( ) iA Total area(sq. ft.) of caretaker unit N # of in N Permit is for: •+ew4+ome ( ) Repair due to failure ( ) Remodet(Addition ( ) Emergency use ( ) Water: Private well X) Spring ( ) Stream ( ) Community/Public Water System ( ) If communitv 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 Hea should the individual sewage disposal the applicant or his/her repr a i Signature of applicant, . . 'tis(�1MEW, QG:Vsdslisds applicUsdsapp rev072904.doc rtment, Pitkin County and employees of these agencies will be held harmless fail or malfunction. The permit to construct is issued on information submitted by NngLassuples�fy reVonsibility in case of failure of the system. Date Receipt # q64 Date T Appendix A Percolation Test Results LJ Ln PER( 'ULA7ION '1"S. Kvl . i Job Wnixr 07 aW2I Date. 518,200' "I'csmd B,%. %SJ Hole Number I line Depth Length of \later Depth U,:tar Depth Drop ill .1�cr:u;v Length of Interval rnli,mnar) Water Denth at %tar. i Interi.rf (mclt�sl Interval at Star oC at Ltd of R,uer Per: o,ation 17 :3 I Intvnaf Intcr.zl Lc�ei K:nc '`J , ,Iris el lnlinitic's'1 ,nx•im.c! rnn)raV :rcfie.o nwa ro, pl 38.0 lU 20 IU U.J 20 , U 0.'1 20 10 22.5 '.: U.51 10 IU 10 27 _s 1 10 IU 2F 1 '9 ! IU IU ,o '9 , -57 'U 10 '9.5 r0 0 5 .'o 10 30 ;0.5 0.5 20 10 30.5 ..1 OS 20 10 31 315 (I S 20 Average = 20 dole Number Ilole Depth Length of %% :tier Denlh `S'.:a• Dcp!It 1) cp in `,. verage Interval at Stan o! ,u fr,d .,I V,xer P<rcnlauon In•r_n;G i ner,;.l i ewl Kate (inchei) (IlliauleA, Wk; !C.V I:hi .i d, �,lif,:✓, P: j6.0 10 1 1 (1 I0 10 '> _ - 0 i 351 10 _' _ ;,� 0.i 'G 10 'G .G.` U.` 'J 10 26 0.5 1 20 10 27 -' 5 m_ 20 10 ' 2.5 33 OS 20 Average = 20 I lulc Nu;nKr I tole Depth 1 th cimsl Length of Interval rnli,mnar) Water Denth at %tar. i Interi.rf (mclt�sl ',later :)cpth .a End dl 1, lend rur: JW S, Drop in lti atel Level uncles) tvcragr it Kate _ nein ur,, i 36.0 10 17 :3 I II) to 13 '`J 1 IU 10 19 I '7 t III lU 30 :J.i.� 0.5 '_0 l 0 30 5 S I 0.5 20 U.� 20 IU U.J 20 , U 0.'1 20 10 22.5 '.: U.51 20 06/13/2007 09:22 9709253972 �Y pati' i. An the COLOMBO INTERNATIONL itkin County tvirarmental Health & Natural Re;ourc& OWNEA BUILDER ACKNOWLEDGMENT a may provid I DS engineering services for themselves the 7SDs eery is his/her primary residence. ie full respo bility for costs or delays incurred because of o:vr ►g from my 1 k of knowledge of the pertlnert Regulation, or to properly ci ign and build an ISDS in conformance with the tion. PAGE 01 3)WS3N ON 411f3N WAN3 Vr )Z:z Jon v AM ai x02/22/2006 a. 13:23 9709253972 jI�' • Irorl IV Irloyvaof.'!7 COL0MBO INTERNATIONL • DE MA3A Transmission TO: NFy Mackenzie Pi n County Envh ionmental Health & Natural Resources 04; Castle Creek Ri. Suite 10 Asn, CO No. Pa' total: 3 Fax Na 0 920-5077 Return x: 927-0316 lReturn Telephone: 970 618-9222 RE: O S Permit # 07 5 Pa Jel ID # 2465-13 404009 -- Dear N Ocy, Please d attached a lett T of confirmation for installation of the waste yer system (septi system) for the project on my property at 301 Horses lion Drive, Basalt, O. The letter provides verification that the install of the system hick I designed and which was approved by Dep 'rnt of Pitkin Co ty Environmental Health and Natural Resou was co pleted in accord ce to terms of the engineering design and approv 10. The system s in fact enlarged from a 750 gallon tank to a gallon and a total 0 0 infiltrators where installed rather than the require infiltrators. signature below indicates my confirmation proper 9tallation accor g to my design and the approval granted for design * the Departmen f Environmental Health and Natural Resow Jim PAGE 01 02/22/2008 13: Pi 9709253 Gressett icavation 0501 E. Sopris Creek Road Basalt, C 0 81621 Project:: Colombo Barn — Se tic System 300 Horseshoe Dri lBasalt,C081621 COLOMBO INTERNATIONL • January 20, To Nanc r Mackenzie Pitkir County Environme 1 Health and Natural Resources 405 tle Crock Rd. Ste.'; Aspe 'CO 81611 Re: Re $tion Sec. 6.28.50 P d ID # 2465 - OW FS Permit # 07045 This lett r,is to confirm that I the installer of the wastewater treatment system septic Sy am) for the Colour Dam project located at 300 Horseshoe Drive in Be Colorad . As the installer I 'fy that the construction and installation of the sys been co pleted in accordanc th the terms of the engineering design that was al by the D piartment of Pitkin unty Environmental Health and Natural Resources Mark G PAGE 02 has One toilet and one sink � /Q^ 750 gallon two compartment septic tank/ Field 8.4 gpd x 2= 16.8gallons sink 24.8 x2 = 49.6 gallons toilet 66.4 ll� 0 0 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Jim Colombo Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow State Review Required? Perc Rate � (T) no [7 Design Flow (Q) _ #potential bedrooms X 2 peoyjgLbedroom X gpd X 1.75 Q= 116 Minimum tank capacity 750 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 118 sq. ft. of absorption area required 8 gravelless chamber units without reduction # of Perc Holes Required: 3 QUICK 4 9-8 A= ft. with 50% reduwith 6 gr eBess chamber units with reduction STANDARD 59.1 A= 59.148626 sq.ft. with 5o% reductionTRENCHES 4 grave0ess chamber units with reduction EQ 36 4 EQ36 units in TRENCHES QUICK4 E036 59 8 SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 0 QUICK 4 9.2 82.808077 sq h 30% reduction BED 9 chamber units with reduc. 82.808077 sq ft 30% reduction BED 5 chamber units with reduc. 7 EQ36 units in a BED 83 13 r� 3 aoo 4 e�� 0 U C n 0 4b Subsurface Exploration Program Individual Septic System Recommendations Colombo Property Proposed Agricultural= Pitkin County, Colorado Prepared for: Mr. Jim Colombo 300 Horseshoe Drive Emma, Colorado 81621 Job Number 07-6024 GROUND ENGINEERING CONSULTF3NTS INC. May 25, 2007 101AAirpark Dr., Unit 9, PO Box 464. Gypsum, CO 91637 Phone (970) 524-0720 Fax(970)524-0721 www.groundeng.com Office Locations: Englewood Comme,ce cry Loveland Gianby Gypsum 13 4F ft 0 Individual Septic System Recommendations Colombo Property -Proposed Agricultural barn Pitk;n Cojr.:y, Colorado PURPOSE AND SCOPE OF STUDY I This eport presents the results of a subsuface exp oration program :c aruv ce mdra dual sea:ic system recommendations =r a � �osed ag-icuitura! Dar- o a; c. Colombo 'roperty at 300 Horsesroe Cnve n Fitk r County. Colorado sur .%Crf aas performed in general accordance with 3ROJNCs prcpcsal ncmbe: 009d "area Ja%t ry 22. 200-,. A dela explorattor. program was concumec or -el- to obtain information regarding the subsurface coiditions. Material samples cbtained ducno the suosurace exploration were tested In the laboratory to prov de -,ata or, the c.assdlcauun and eno.neering characteristics of the on-site soils Tne resuits o the field and laboratory studies are presented herein. This report has been prepared to summa,ize :ne data obtained and >o present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered Design parameters and a discuss:,r of the geotechnical engineering considerations related to the proposed Ind vidual septic system is included. PROPOSED CONSTRUCTION The proposed const-uction at the site co-sists c' ar, individual sannc system nor a proposed ba,n that will have 3 sinks a-ic a single *cllet and for to s design It was s zed to, a 1 -bedroom single-family residence effluent floe. The arr.o,:nt of site grading required for construction appears tc be lo,, ver i ie grade of the site If the project -eatures differ significant y =ro-,. 'hose above we shoved oe contacted to reevaluate the recommendations coma ncd Hanel SITE CONDITIONS The projeot site was located in an exis;ing castuie at the time of o.i• subsurface exploration. The proposed absorptior fele was coated near the soutmr,est corner of the property An existing single-family resioence vas ocated several nundred feet to the northeast of the proposed absorption field arc a and utilized nor n c:atlon was or,atee Joo No .%-E-: GROUND Engineer ag Consi.ltant5. nc. 0 • dpprcxirnat0,v I uV tee, to ine easttie vagd:a: CC, at Me prcpeCy g2 here ny' c.:n Sis icO e. casture grass. Basec on the provided site plan the site s cces to the northwest at aooroximately 2 ;0 3 percent Maximi'7i elevation difference acrcss the crojeot site was apprcxirnateiy feet and oetwee i :he test pits excava'PC VJas ie5s than 2 fee:. SUBSURFACE EXPLORATION One profile test pit (S1; was excavated ,sing a rubber -tired backhoe to depths of approxiamtely 8 feet below existing grade near the proposed septic field to evaluate the soil profile. n representative of GROUND logged the soil profiles of the test pit. Samples of the subsurface soils were owainee dwiny the exploratior procass for laboratory testing. Three additional shallow test pits were _:Xcavatea in the same area to conduct percolation tests Approximate locations o` ,ne profl e test pd and percciation test piss a,e shown in =icure 1 Depths at which the sa-,u!es .vele taken are shown on the log o° the exploratory soil profile pit in Figure 2 +vii- associated notes and legend inciuoed in Figure 3 LABORATORY TESTING Tne samples from the exploratory test pit were examined and cassia cc it the labo 3iory by the project engineer Laboratory testing :^cwoed starcarc. prcl,err tests suL, as natural moistu e content, grain size analysis and ! puidlplastic lira is Laboratory tests are summarized on Table 1. The laboratory testing was conducted in genera! accordance with ASTM specifications SUBSURFACE CONDITIONS The subsuriace conditions ercountered -. tre zest pit genera iv corsiSlec jf J 'nin veneer of topsoil approximately g incnes 'n z- c,ness, that v�+as ..nde is r by pati /e sares ano grasels extending to the '.est p.: te'T'!.atior depth CI ap Ji VX_Iriatel'y 8 ; feet oe cw the existing grade :o� No J7-_,-'. GROUND Engineerrg Zvr�xdtants. inc. I(3) 0 C olorr: Native Sands and Gravels were �-- They were fine to coarse grained wit^ moist, and bro,vn in color ft Groundwater was not encountered to the depths explored in our test pits b_ existing grades at the time of the subsurace exploration procram G'ou•rdwater -ves can �Iuctuate however in response tc ann-a and longer -tern- cycles of o'ec,pdation, irrigation surface drainage and land use and ti -e development and drainage of transient. perched water conditions. INDIVIDUAL SEPTIC SYSTEM RECOMMENDATIONS Percolation Test Results: Percolation tests were performed in genera accordance with applicable cot.rt7 and state requirements. The average perco.atior nate ; ;�rse soils was fo-r- to oe per inch. This percolation rate fails within the alio abie range 15 nm,utes pe minutes per inch) for conventional absorptio-i' e ds. Percolation tests were conducted in accordance with applicable county and state requ remerts. The perco ation test data is shown In Appendix A Storage: Using a 1 -bedroom single-family resicence effl ieni flaw we have calcu ated a design flow of 36C gallons per day. The sewage volume calculations are shown in Appenot, 8 The septic talk (Or a senes of :aeKs) src� c n3, a total aapaCliti c` at least .000 gallons per EPA and State Deparment of Heath guidelines. A tyc cal cross-section of a septic tank is provided in Appendix B Only a licensed and qualified professional insta.,er should oe used 'Lc Instaii nese systems An effluent filter is recommerceg :-- -aduce the flow _r sodas the absorption field. The septic tank(sl most be located at least 5C feet iron) any wate wei., spring, and suction lines. Please refer :o Septic System GwCc Specificatrats section of this report for additional information. Jct; No r="--- GROUND Engmee: , 5 .o 's.,;!znts. Inc. I-, F7 0 Individual Septic.:ys,_,r. �ccsmmendations Colombo Property - �rcpcsed A.grieuitural Barn Pitkin--ounty --olcrado Absorption Field Sizing: `7 fhe cesign and construction criteria p'ESCrrtea oeiow snouia oe obse ved fc the absorption fie'a design The corstructlon detal s si ould be considered when preparlrg project documents Cnamoered Systems: Chambered systems are referred to as systems :sing a moiled polyolefin plastic ?he plast c is shaped to form a hollow structure with an exposed bottom area and increased sidewall area for infiltration of effluent .rto tne so.l These systems do not require the use of aggregate and Pitkin County generally allows a 50 percent recuction in absorotior field size when these systems are utilizes rstead of the convemicnai gravel and a:pe systems. Cnamoered systems should be ;nstalled by a licersed and qualified professional Installer of these systems Installauon should oe perorrned •n general accordance wltr the manufacturers and Pitkin County specifications More information on these systems car be obtained from www.inf ltratcrsystems co: • Ir a corventional graveilp,pe absorotior field is preferred instead of the chambered system. recommendations i- this regarc car oe provided upon request. Sizing criteria `o, e cnamoer absorption field in a tench configuration is provided below The seepage trenches should ha,- a: least 3 feet of so, ccver over tre chambers In no case more Phan 8 feet o sod cover should be placed above the chambers. - Trench System should consist of at least 22 QuicW 'Equalizer 36' Chamoers The system should consist of ec,.al ength aterals that are less than 80 I near feet in argth. Laterals snail ce a lc r un• of 5 -foot apart frcr- ecge o' :re 'h ;o edge o' trench, measu, - • Length of Each Lateral • Number of Quickc' 'E:qt.a ;,,.r )c" Chambers Per TrencD Lateral 11 3ROUND Engineering CVISLIi MS, Inc. 0 ft Indivioual Septic Syste:r. Rec �mmendatfons Colombo Property - Proocsad agricultural Barn Pitkin court: _oio2do Othe- Configurations are also please contact tGeotez, real Engineer for more information Trp Ceotechn cal Ergineer shouid be retaired to eviev✓ and approve the proposed re, -,i, configure: or or c: tc instal,anon F ease refer is AppeCdX b for trench Sizing J31 Cl.iatlDnS aro typ'coi aetails Chambers should be placed at leas: c -mc -nes frci^ tre trem_F J:a .s The seepage :rench bottoms shLu a to leve . Trencr leveiness snoula oe ✓enfied and documented using survey &_ r.ipment f,laximu^- e.evation di-ference acress the seepage trench bottom sho,.� c r.D° exceed _" inches Rock pieces, gravel andro co;:cles a -_ soil c'_mps exc�ec:nc _ ThaS n cl amete, shall not be useL as bacFL i ! !,m i 'Lack-filiinc a -1 a ree: systen the CD r acicr should fill the sue,ial a,eas'irst and pack the !i c; i,alr, rc a'or the edges of the chamber units prior tc piacin; scu over the ao o' iPe cnambers GROUND recommends instadation cr an'nspection Dort at eacn seepage trench, on -,he opposite end of the trenc-i noni vd-,ete effluent eme,s inspection pipes should nave a mini -nu -n internai c irensiv-. of 4-inc7es and st-cula exte-o to finisrec: grade (Refer to Appends cr a :y.) Cal oeta I , Wastewater Distribution: Gravity flow and dosing are the NY ^ -._. JSed dist;_IbUl r .n_ c::; G arty flow is the most co'nmon!y usec simple arc iie r.Ov✓pve� d strib'Jtierl cf the effluent .)sing g,a: t_. ._.. 3JSte175 IS J`e: �a Iloco Izec D'Jercading .-fthe Infll:-atlor surface mai ... c!1 may fesuli r0! ireatmer: and soil. ologg'r.g .=itrcugh inef'cien: giant, s:eo's ar cc r, i_r seascnai --mes ,vith .ntenritten: use or for housenoids r:iT, _tcupanaes Seasora ise of systems a,lcvis ire Infll!ration surface to o i 3nJ '.rc ciomat tc ox cite :whi::n re;uve:�ates the Inf'Itratl7` capacity. LOW cccupanclps eSc': Irl ',iaSs :ad f1C i•jaI"c".later co,nst'tuenis :hat aIle '.cuter and IeSs liNe,j :eec the soils capacit'" it C37l DIe:.C:], 'scat 'ne eiil_ert. Dosing acric�es better distribution _r as.e✓:a.p a:�usn; c�pr ire atc^ s,.^ace than grav�:y'c.v systems anc provide ntpr,as LeA,Jeer doses �': tic i' df 5[eav6ier 5 apphec Doses s}'stems reduce :ie rate � sc -going. and no vflcC'. bclV ma )t'o'il GROUNE En3,11 zn:' a,unn. rc -.- 0 Individual Sepik System Reccmmendat;ons Colombo Property - P-cposed Agricultural Barn Pitkin Couniy c:o',r rado unsaturated conditions in the soi, Howeve 1,e uncerstanc tnat ;uslne systeni� are commonly perceived as less desirable because :rey add a mechani::al comp -one -1: an otnerwise passive system and add cost be-a_.se, of the dos rg equipment If the OwnerBullder considers a gravity flov. s:siarri than eithe, a stanoaro Tee ft: rg or a distn'outcn box method oould be utiize_" :o a_nieve ever `,c�t ever :ne =_yster: Recor-merdations on distribution box: -eV -2u zr= .,lov ded in the A.; --erdlx S sec:i_r o this report On y a qualified and cemf ec nsta:ler ,t mese systems Sr -J.0 re uses If the Owner/Builder considers a acsea-floe d suibutlon system. :r)_-- effluent should be dosed Into the absorption field )ia a closing ;ank oump and a rig o pipe pressure eistnbuton network. The ngic ppe presstr.- strbution netw'crks consist of solid DVC pipe manifoics tnat supply water to a series i sn-,ai er pe (orated FdC aterais that are suspended or placea withic Me rfiltrator chamoers The latera!s ;re aesxrea :o discharge nearly equal volumes o` wastewate nil eaor- on=ce :^,r. -I 'al _, PTes<_u :z_c A manual f:usning mechanism shouio cc tc enable Per::;clC flusrino C :ne !=:ais The `glowing recommendations should .�e rollewea The pump tan+. shall be equippec ;c _,event sipno^ no Tie ;arr, sna be provided with an aucl and v:slblc rg:, nater aia-m 'f air dice:"icai aa: is used :ne dower circuit for the aiarm seal CB separate trorn :ne power CrcLq fd: the -,j--p Batte,ies may be sec fcr cae'r: peer supply o' , Pump tank size sna,l be at leas: cc' ua.;urr arc: snoulc be S _ea 1G Coma r Jne- third a a day's flew between the ie�e! and the iniett_::he pomp tar^ The dosino purnp mould be least a 1.7 nxsepower pump located m the dosing tan* :,dual pump sizing must ce casej :;r site-specific cnaractens':ics pipe grade, length elevation diffeierces etc , The equipment supplie wistalier snoulc be consulted for pump sizing. -he systen shouid ce adjusted to move effiuert:c the cra'n f,eld in a single -ccse ct ap CChin-,ata:y dailons 7 fie efr JE": snouwc be distributed to the crag fel- ..a a distnb nol _- C mecharical "ratcnet valve. A dual pump system is recommender ti c..a, pumo systo „_ yr the 's^ccrd _ _ _ _.. and s -al! Individual Septic Systc�, Recommendations Colombo Property - Pr000scc Agricultural Barn Pitkin Cuur t; a do the alarm circuit so that once It z5 3�tivateC It wh not go G` ;inert ine 86 -Otic pump thaws :he liquid level belo,:' ^` a a' n on' level ,,I a -diose and vc,Ihle alarms shall have a marLal "silence s.vac'n_ The pump switch -gear srall b- set such :-at each pump operates as the � rst pump on an a :ernatlrrc bass, ,4II pumps steal be rated by the n di fo- cumpng sewage o, se..age effluent 5 An eff cent filte• is also eoonimericd to reduca ,ne flow o scuds ntc the absorption fleld. Effluent filter shoulc be coaled between the sept c tanK ant the ocs ng tank. c, To= laterals shou,d consist cf t /. : _- Sc',?duie =0 P`iC pipe wdh 118 Inch -ores located approx mately 30 -inches 2r .erter Tne laterals shcuic be Installed into the ,mnitrator chambers as shover r ,pre,:dlx E. Each mdlwuua ia:era' sr cuid be Installed w.th a flushing • al e 'u 1, aeranc=. Only , qualified and certified Instail= or- t-�zse sys:er-s snou17 o:. _sec 8 'JV-- als; ecommend ;hat line Ins:ader :es; ;he system tc ;enfy that t is fr.cctloning properly prior to bact'.!i r; the entire system_ Additional recommendations regarding ._resu,r s;s,errs can be provided upon recuest Please ceotact this office for rrore - , INDIVIDUAL SEPTIC SYSTEM GUIDE SPECIFICATIONS 1 Ali •eg : ations of the Pltdrr ;ount;. ant: State o' Ccloraoc Departmet.: of En,!renmentai Health must oe complied Baring of Absorption Feld Area. Cleaiwn should be limited to mowing and raking because surface shoulc be mmlmaliy disturbed If trees must be removed, ;he; should be cut at t -e case funk ant ren-c.,ec :✓I'ncc. r.-a.r ^.lath Ul=r)' If it Is necessary "c 'e,. _.c : •e sLlmpb they chow- grG_mi Gr_.btuly of the site (mechanical; -a- ry a,.lay ,cots snOUJ-_ r a,adec 3 Al construction equipment shad be r._N ch the proposed aosorption field area Carte snail be taker not to tomcat: toe cottom of the aosorptcn field -I to GROUN_ 6 y .'o',su tants. Inc 1@l 0 Sanitarian at the fol owing pc nts durir;g -,Instruction,: a After subgrade excavation a _: septi:. ;ani instal aticn. b. After oiacement of JJasncJ _'nambers and pi es. Dut refore are covered c Lpcn comple,lor o` the cro.ec I as Geotecnnlca Engineer or r tar an shouic be =:a ned 7c _cserJe tre construction of :he ndividual sept. s;s,em ano absorpuz-- =vela as well 3s to verify treat the sods encounterea co:-.ae t^:hose tha: .:ere este~ septic tanK shall have :v✓c l�, - - :- ;anmenis Or n''.0 b tIar. ;i'1C-' ? :ark may to used r series :c prov.ce: fol --ming capacity ara age^ ent The f.rst compartment o' a septic tank shat have ✓el'Nee.'7 rift/ 1,5�':n; ano sixty-seven 67 S) percen', cn're recuired effect,.- capac ti. 6 Tne sod oeneath :ne pipes ent=-:r and :eav ng a septic tan- which has eon excavates, srall be backfilled in 6 efts ala mechanically compac,ec Cas rcn pipe or PVC pipe meeting ASTfvI 3C-,4 SDR 35 r Scneaui= :C sra re use , for 5 feet on either s ce of the tank 7 �rovice a minimum o` 12 o- sou c_.- al: p res 5 3efore leaving the site the area a: c. iC, tie acsorption fielc sroud be graced tc diven at; surface runofffdrainage f, :na aosorp:ion Beit area Tne oackf lL over thr absorption field should ne ric.:c e slightly tC acco...rt 'of seUITC a:'c elimina-e depressions over the eyste n tha: can allo.v porcirg .iatei Filial,. et disturbed surfaces should oe covered •mr .oasou heav Iv seeder ana mul� .ec: The Homeowner shoo d mainta n the cDsitive surface Jra rape c%e� t'ne aoscrpiion field area ;hroughcat the -' t e syster Js 14, _._ - GROUND Endre-w g enc:, ;a -t, 1, c - i Ift Individual Septic System Recommendations Colombo Property - Proposed Agncultural Barn Pitkin County Colorado GROUND makes no other warrarties. elthe, expiess or Irnpliea. as to the proiFess oval data. opiniors cr recommendations contar�ec aereln Sincerely, GROUND Engineering Consultants, Inc. Zacnary t St Jean i Reviewed by Michael K. Wariner, P E. Job Vo 97602: GROUND Engineerioc :;o-,sultants.:nc. - a3 Ln ft ~� J LOG OF TEST PIT FIGUn2 2 CADHLE NAMC IM.i�---- ft LEGEND lopsoll Sand and Gravel: Generally classified as clayey g avels w[-. sanes "ney were `-e :o coarse grain,:: ,v.:n gravel ano cobbles. ow c:as[lc shgntly most to moist, and crcwr n Coo, I' Small disturbed sample NOTES. 1) Test pits were excavated on 5%13/07 with ribber're cacRhoe. 2) Locatioc of the test pits were measured approximatery by pacing from features snown on the site plan provided. 3) Elevations of the test pits were not measured ano the leg of the tact pit is drawn :c depth 4) The test pit locations ana elevations should be cors,dered accurate only to the degree implied by the method used. 5) The lines between materials shown on the test pr, to represent the approximate boundanes between material types and the transitions may be gradual. 6) Groundwater was riot encountered during excavtion of profile pit. Groundwater levels car ilucaate seasnna,�y and in response to landscape irrigation EiJGGROUIW The materia descriptions on this legend are for gene,si classification purposes only. See the full text of thhs r<_per. for descriptions of the site materials and related.ca r:o •ecommendaticns. ----- FiGUFF -EGENE AND NO -1 ES 3 n�R: VEC BY NAM �.Q,aLLG cnG yl GROUr[D 1 IVI-IN1: L FIINC� C IIN •,111 IFIN I`. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Sample Location Natural I Natural _Gradation _ Percent i Atterherg Limits USCS Test Moisture Dry Passing Liquld Plasticity Classifi- Pii Depth Content Density Gravel Sand No. 200 1 Limit Index cation Sod or No, feet % c %) % Sieve % % Bedrock T 'e _ 3 3_0 SD L_ 1 _ L- 8 I _34 L 10_- 1 (GC)s Clayey GRAVEL with Sand S1 _ S1 8 _J 3 B _ SO r 63 27 _ 10 24 �8 (GC)s Clayey GRAVEL with Sand Job No. 07-6024 0 O A °x �•�• o U 28 m � 8 O U 6Ef„tE.fYn.4t aE<«o 8 wm m wm s AF 09 aro^ O ma wm TJ' O xmxn� +tam ro &EEILIRE MAIN FLOOR PLAN ,GINNaBI 112 zoos [MiE V^,a.I, 7 v4wlm JIBBIDVI a�nula;alm xo oNreE 4R ev 1 �s A-1 Dimensions Noted O A °x o U 28 m � 8 O U 6Ef„tE.fYn.4t aE<«o 8 wm m wm s AF 09 U O O5� O O xmxn� +tam ro &EEILIRE MAIN FLOOR PLAN ,GINNaBI 112 zoos [MiE V^,a.I, 7 v4wlm JIBBIDVI a�nula;alm xo oNreE 4R ev 1 �s A-1 BREEDING/WEANMIG COR�tAL#s tq y �:� "vi _. j T1tACK PA9 ' DOW.SHELTER SHELTER # I - ^ i -HoxaesnooE, \ R' RA ING AREN '%\ SHELTER** F2" 6' 98'45" W S PASTURE FIAY FJEL4S... �. PASTURF' HAY FIELDS' \ X. PASTURE ` y COLOMBO PROPERTY PARCEL SIZE: I0.37 ACRES \'\ / CONSTRUCTION PARKING SILT FENCING ` ``•. _ ' `- : STAGING AftF ICLW PROPERT grog SHBI STORAGE I C) ggRN x Y SILT FENCING.;; Rebar and Cap i LOYa 4 ]. 11 A/m I9 OIbY.9PY 11, ]OWINV! Rllln4 RANOR A]W1lf OPTIB6M IrI0AL1MMNM. 11IRY1'Cp/N'rY'. mIAl1E90Dr 1• Hy0y9pP)IYYr/0Y1NAr IAK'HI. LYLAI•DMBWXrD B Deep rofLU.r LtilA1�.lA1l. IIC. Y[Y1MMY41r]O A3 PB91110N M0. IIIIPS IN WON 919 ATrA08]M Or MRB[V MOF PTIVN NUM' OlL1YM. LM'L r.YI]I.lO1fD i]QIfPROYBYlUATBO B 11NCT 69, 9UWNVb 1IblT1(Mlp9 n LYrb M sn/ /Irnmbl9QRR9AxNn rs NDIr vARrna1N91r • 9YCi� N 104.014 • /M�fblfAl9INTYs.O AIOIPQ" 9, TNAR N, WiBM:8 A 19119rAA4 GV I(II/�YRYi(YryJIYNM I. 1MRr AIR) A NYMI.]RM.T 170.9]HB ellr.rA� pr ]N(.T Lt ]pYN91O3 ANTE RAMI 87 WBNT• brrl PYI Q9A✓aS Y m NYlP SMGb 7M W. 77Q6CR MR) -49W 1396.01 PWTACONG rN6 L YI WI ItACTM 10A 1691 MAS4GV QPI.A�/ABL60ANOLS l0'9f] }MLT aYA!•ANQ.[IQ1Il1, M ,, NWNSBFa SJUIH, RANO817W .6MP.Mf AIO BN= Mb11LYL3i Or AW WALT N; TN86•C8 MI-I.'W 131930 FICET"M rm M v Df mjN MOT .TO AMY.N"AT I OF SAID TRAIT av;'IHS6C8 Y/'AtW Il1LSI riI7.UOM M IMRIWALY LNE OF SAID TRAIT 69707]16POINT W M9NNAM LVIITIIDIA9 r9M ACRM WIM OR IRW I'NDMM INW Q muUAW PMR BAR)PAIMBL 8%l3 MR ROM M /6/iI i1�DI rIN'L r A PAA101lAAD LY1M'6Y{D IO TNL O.YARIORS m iJ•i6Y'6FIM{ UUAY6/f D /AIAW3. AS 61AIX4bNIN IMrR63TT0 DVY LDMr�CIMX CC r36f11 M!L I6 NIl.Y➢L9CQABDAS FWIA) WS' LCVAiIW10AT1bXU$ OOYYXIRM'LAIm O➢PN4 RONVYGYI'FVR AN�Rl IC9NP i. RkTf(APdiIO1M1, TRN.TNA]QOXYNIINLNBOP rRAIT N. T)M'NSNIP 8 60fTL MIW mWlll'OI MQX /QlN9At IQRIIYM' SVn NUNI.'IQ+'f eYIM: A IYN i1rlV ONd1QCN/N�THBDB A519W 9]i15PEPTRWITIi TING (1 O! rppl/R{ XAp /pprQmKX'6DDY A3/6 /Nfx S18El fl1N WTI A PL15-111' IAP rNX11rMf: YAR(p!/9R•1'! 19166' MUKE !IIOYIW ISl9 . S 1NiT. N.ON(i A WLP6 )1M'Z 7p A US BCX 911iL MR M7Ili A PL4tt}(' CM NONI IW.NP AIARXPlI N12T1'.YrF 1916k 7MiN(i NII•S6Y61.16 rYPTO A 3/1 Bm 9TSPL fNH' Tf18NL'R SIO'M'8 ... n����..v•�vr.. uw���.m u1YY[D RINNVIN(4YOIA mAWINE . 1IlOY1�1 HIII AXYANO ALL QRII ANDWATPR NN)/lB (t580 UWX ONM CON�LIfOMMM MIWLJXfMiR1T HM6NY mNVBYM /MJLIX.W B1/I'Mlf Lun>r9roMUI cr6B raNDAQ.SvrN.r DTCl/R89PFYP0 ar nRAMDRs 6Y1x� tlCiimQITY 919ATfAOtIN. flu- PANY:Nr A Ig(.YII O PAC8109) A IARIr OIIAND LII/ATH IN I1Nl'6], 7UWN9MP I ]pllH RANO! IT WRST OYTHB YLJIbpAt 1lrOAN YlAO YDRe IAmLrDARLY Dtlf'RIDEO A9 XRLOWs �N579N59•W 159.01 RUT IIQWB R PLAT ADMENDMENT & LOT LI1rE ADJUSTME Situate in Section 14, Township 8 South, Range 87 West of the 6TH P.M. County of Pitkin, State of Colorado Vicinity Map scale: P-1000, 1.1 DAIY W rN61LID IVRVm WASRTY➢R 9IXX 2111/6 NRR)Y 0/ 1]IQ AIRVm6IO ADNCT]NrlOr IJNC DOWIVI MNryDAM CIYXAND cd/Yr)AA9 CTAFF. A86WWNN3RNY. 5111®CVRVm NBA98D ONtt1RX9SM'S O. FATINDAND YCWVY6NB NJVX pMt3Y ,RUVA LINAfLIY. 11 IlYallr uu AuuL]r<M9ur rY usPA•.•,WNxan6xxoXorAcv333Nr1me I"YIYiYI'ANDDCV3Iq]IIPM$M'ARr18 SNACK DYIMS "IF1TIV pR aDo<cLm SVFYm 36A V9Ef�➢IC. 5)AQ[1R(9M1IV LOI<=AW 1Ar YPIr/ST O:WIQM'CAMY IlIiLLA[ll(196AM NO9 ANY pBr -IGTWS9IWVm WI1I01TlRN Y6Y9A]fYP I]YIFWR NH'OVY /IR'A:/ILT. p.Y/ BVfM'XAYAM AGIt)N BAYD UrfAY ANY Df'ILTWiNO 5VAV8YY C'CYY5f1 Y.MR MIN IN rslRa rFDR tK an er Lums.(rlDx snRvx xunrr. NUMYW'S STATf16M' wXw•r Q1o0 MNI4A/ENV MID esDIeJNe o➢Ts¢xore slirn.rmor rxe glJp{yq LYI1MY111.19'IY196511MI; THSNCB SH'33'.H'W 90.16 PS6'I: ]HHM:N 19rC1dL. IA19 MIlY AA /M•11'Y7,' 199.YR � 11vNQ N9W'SI-R' ISSS] r6NP. THCrI'RYM']I Jo'W IYtPY[LNIYrINYMAAVeY 191.E/Y1; raH4 W'ISIf1'9d)r 91. 11 FPEI: 1.790IIF MR -i MIX 4-42N , 1]9.05 PCR - W4Rl U741 IWW'19'W IlTfl'YYY19lYT MWi rrYIYI'W 9539%YT TNHNINN01YY1TW%30 13 1g,, _- � /MI�MK4111YIY9W IIQY rBeT TNLYCBffi9.10'19"W 16619 rdi9: lHE9LB LM I'81O Bab QNIBNDN[ Or M NOM IUMLY lY1CN ON A CIXIR98 SMIM ICJ. YI'11'S7T 9N.31 F6C 10 ]Nf NNNFOI1rINAT0N4 mMA1MM 37919 ACTISS, 9PN8 AipN MA]0.1T/ OI[Ltl_ 4 CLAM PAKALC IBOW 136 PAGE 1091 - ArAll�.oruND LIVAnBTIwc•1.6T. rowNQMPe�mr. NAxcE e'I wevrD➢rxe _ b}NIWIYAL IOmIAM. N6)MO YOR6IA1R1YY18ANAY OBAQIBP➢As F'OIIOWR 11o8iDATAMINNp'T90I i1N1 RKT69: 7/LL538 W I LWlglr 199656 P88T �YIGpl9i NT{(FQaPNpIMLT b]TJAIAId NLYT1 b9AIDTMLT6T: IN6YC6 Nr•Yr11Y0r/tTA1.Q.O raNORIli LR160I BIb TMIT 6T: IN6M3 I}T WY111 / 1/ /fC 1O A N]rT ON M CBYQAIL96 0/ M HO9R F/MY MCJf: TlIIQA{MY rb 11RItfU1 b M FIO1f8 SOMLYQICX 7O PWIUWIM. Nf/! MY9VS'r 1311W: YlQM2 MI'S451'Y W 1e!'BEI; TIQNcd MITI V71L•.1a rM; M6rf N9YYNW IIS.IT Fi81; THBM,'69M'91'30-W 191.y A91• MIH'{W'IYII'W HTr � 1NHIN3 N3Y1'S1'W 93.11➢881: .Di1RL MYaYry 1e399fT, 1MiMi MI'N'tl'R' 1]9.06 PH81; iHlNIE 4IrYl'r'7M19/YT TQIO r]•IIYI'W 9599r881I1 93.50 liPf�lOXRV W'lllar/88T }7♦j8Y469 15642FUV1'M ONA15619r881:IN£NTd WYIA/Ai(y1rtXQb M NOAe[!1/PLY MTI1ONAroVRY NLAlIq ' M6'11'DTY 9N.1/PICRI MIOP'1'Or IOP'M1A.mMAIMW ]J.612 AGP6C aars 011... GYSI.(JIrX) PARCEL IBOO/: 69! PA(Z 3511 TGTrOIQIW Cl YRALTbi, lAC1UX 19, TJWIBIOP39RD11, NAMQ 87 W OFTHF a]HI'iVACSmOGMSbIi MRIA]11AILV 04X18880 A5 FOLLOWS ra1YBIO ATANNMONMAMIiIILQOP 31m 9FM.T bT WN8.M:8 AN018 HNM1 IO[Mb MY.TBTArlSOU7M 89ro]90'W 195a151� DIW(H AIAM'IHB AORnI Insarav 6RAC1'NWWaI'i 39s.0 l88T, 6OYOIIdMroraO9R1YHR DF MI �.TNMti NOAH.. NMMo➢A41.75 G[aNMIIOIf�WIM - LW�'ANYNI'81M.OIPM1;529'JO']9E III.T5It8T 810W'ISLY%FPSP M HM'i H861/1; 1118KY NO'91'ITWIOSOO Ie3T,'/WM:B N93YSb9'W TAS93 rW f01KlObT OP9i01M'IM. T!lY1rl rNplN MiIiXTAlO RI(117!'b WAY 90 A8MlfI WBTil110RIAdOQE AND AOP/N t0 rli NOM Dle(i♦D TRACT ALOAO AN EV rLYo 1N1A0WAY O V8N AND • A0919 A1H11Nl1 IMIrY+lVI1l8AI18R,Y ANDA0GC4Nl ro MQANDYE DYE 1MLT, PORASQT(!♦ m OMN70Re AND muNlr3s. TN@ xNIY. 111L1�0YAMAXQW'D, IMYINEroi1MYR01DOy8R A.VD ACNOS60RANYORe Porrnr ro MAAOY69rraln TMLT. GWMYOW Hr\lN SMMOF CLWNDO 41 30 R PLAT ADMENDMENT & LOT LI1rE ADJUSTME Situate in Section 14, Township 8 South, Range 87 West of the 6TH P.M. County of Pitkin, State of Colorado Vicinity Map scale: P-1000, 1.1 DAIY W rN61LID IVRVm WASRTY➢R 9IXX 2111/6 NRR)Y 0/ 1]IQ AIRVm6IO ADNCT]NrlOr IJNC DOWIVI MNryDAM CIYXAND cd/Yr)AA9 CTAFF. A86WWNN3RNY. 5111®CVRVm NBA98D ONtt1RX9SM'S O. FATINDAND YCWVY6NB NJVX pMt3Y ,RUVA LINAfLIY. 11 IlYallr uu AuuL]r<M9ur rY usPA•.•,WNxan6xxoXorAcv333Nr1me I"YIYiYI'ANDDCV3Iq]IIPM$M'ARr18 SNACK DYIMS "IF1TIV pR aDo<cLm SVFYm 36A V9Ef�➢IC. 5)AQ[1R(9M1IV LOI<=AW 1Ar YPIr/ST O:WIQM'CAMY IlIiLLA[ll(196AM NO9 ANY pBr -IGTWS9IWVm WI1I01TlRN Y6Y9A]fYP I]YIFWR NH'OVY /IR'A:/ILT. p.Y/ BVfM'XAYAM AGIt)N BAYD UrfAY ANY Df'ILTWiNO 5VAV8YY C'CYY5f1 Y.MR MIN IN rslRa rFDR tK an er Lums.(rlDx snRvx xunrr. NUMYW'S STATf16M' J. IANOBIIRnIV1,4['1NYpUXIYIt 11Q 19rC1dL. IA19 MIlY AA IYtPY[LNIYrINYMAAVeY /A)WNXY1]N MTi AMK1;9W RYNOR UHO6MWOQ6GT M®tY,(®.rOY fATRVIIrrIrMAT1OX iN@3V ICJ. AipN MA]0.1T/ rtYA eoDrclJ/r wQ 11111111111162064!] = 1 ..... LOT LPE ADJUSTMENT PLAT LMNNOLONR CSR7TMGS= sur caa3n lO10; 19N A6/fN.N��1/1ryY��1 m: Alm( PLA/677 0I�'(_.9093mA If�Ifl 3lJYi V1661MJCJn.Y WNTIW 3IYXAX➢Nmn 1L lWp" - C9R7D1CA7MN OF O*TA RMW •,•• - AXw•Au.IM•m Ifas H6YNrr Ywr nQ QiOYO♦acrL�lA Spm b 3YMYA'YOIQRMLRVIMOMIR'. WIMW YQtr11I�1/� 1414 IIIYNBIIM.fD1YC)i AiA9L1ifI6Y [E�IMIROIMYfM11 X6X1o11, }�pyp�6p�ypyONil♦2L., (rfrV �J ai1WL.P .(�1. A90WMQ ar.-x3Ym NND,u'6a -� 9'rra W I i1r MTMNYNpY1•riIAAU}I!RDYt9m11�1Xs LCMI CY,IY(9p]rYr'JVIf ORHOK'R 1rY}(� MTb� 994 MYIWLQII/14V 3136Qi'! MrY1LA1pLYmllilLbM1♦•rN1101111N�,�� IICaiAi� LVYIIfR' I/KIACIO 4 M PID i+J-NA-1omS; w*r /a1"-d&w ACGi TMWA FORK QQY •� IfYIUT,1 /AOQI9N 101 173LaN®Vf81 �l 11/ AYO -'_`�93ef. AIYTAJ.i tlI1ARR�lY fr•:Tv'ti.• 91199-M 99�r 814 9Y 04.OI�D o �� 90T I WAIT. d� Noted J WSTRUCTTON PARKING 4 • .+ IT FENCING STAGING ARBA ' / ` �� �• Abum �. 1 _; .` • . — ' .ger _ .i �'.s�' ?, • �!•} ' . ii/a�r i us ' ' PERCULATION TEST HOLES f X �•�r : "�1 ` 1 `�.. LEACH FIELD � : ` +' -..:. � ; . a •..• � =I: .; : _ , ,, • ' PROPOSED41.1 PROFILE TEST HOLE - 8' DEE O M y= PROPOSED SEPTIC TAMC �, r PROPOSED BARN ' .j I PROPERTY ' SHBG, # 4 •4+w_1' :r �+ �t�/0 , ` F. .. R DR �.� • �\ b M GE x./ ; SILT RENCINt*: . Rebar and Cad , Illegible in place '• . ' i l6 �M • � J u:C.. •�j'•�I rJ`7 4'�ane� A(`11I('ill TlRt�I 1111 ](� C ai O � O _e ~.__,,,�, ._._ .a � o �_,� Mwmnoan g,4pN eme Bsael S,i278F Q x "� I..�m.,�,a� o u 1149+ I erd _ 4 SHO.TFRfl1 10'XZO' Sao SF � �+ f/j U '� r,wccm.�'m,aw� �A° s3®LTERn Ive®O+ Hasp U K. ' fl 88'9898' M O �. � - SHELl9R N3 II' X20' 23o 9F ►�y/ ' r.r SNBLTERH li'Aa.S MSSF Mil � Q I �� - � fry k I i _ k NORSE EAmOE B'%30' I6a SF I M ' _ °" STORAGE 10' %34' 210 eP � Q� ! .. TeW AWcuIOwlNma Naefle: fl,fl43.N eP M ��.' E � TaW Appove6 Admieievdw DrdAm Na. 11}2006 9A339F ITmF.IVe. ^p5- - Etlo li6;I Rm4ieag frrfiBue AgrivalwlUs 319.369P M.1' � _. d i � SITE PLAN / � � s I I .s Rwmvrwuo. . Fer31�rF � 6K1° � ; � Y�uSm � _ .— _ FBa'B1YY8 588.19. _ .+ . I + �� b L_i_ _._._ . .Mc.rw `"" ®mann m - I "�.. _ -- -- � PASIIAE , . ,�. ;,; _. - , , � mmm4. �.m Y` • Dwsawn � � •� , . 64lTram. � �( O � - "„".°' .. :. . cowNmo PROPERTY ��� ,gym \ + � PARCEL SIZE: 10.37 ACRES :�� \� �� - e4siiras � J use `/ � �YFM1F.lWwnll.iv i � n ro COwMBO PROPERTY � �� PARCEL SIZE: 30.081 ACRES �- ��°°� - . mmnuu \ � YASIUE Y \ wrP6m � -' � I�.e9q � \ % g •�� P4911flr j l : � '� ' '. �i � IMFiL6 �•..� mum. � ' � i' _ _ �{Q} x i 81tf1111E icreerurtw� rw�ye / Ir - ",•°�•�"`• ��. � ••°"��� msslRwmn; - _ SI�i`E PLAN . lur SROt : / � ��> ` '- ,y 4� - � IP 9 � - A"'� 1122007 y' �a$ �.,_ � � �`� � °." 4/04/07 . / 1�' . x �` wrlm JB mT1bVfIN�� �� .. - � � MD mPR1fl mfl R "°a� � \ 4 \� �- � 4 . - aaeem • SITE P,�,A_ N_- DRAINAGE/GRADING R[\'I � � �/'J� _ ^ .. g GRAPHIC SC.4_LE m - - i 1✓ Y � . L.+ It C I I I UdeCd/sUed POVUa'8 ��A70 CUBA IY[S/O/41+9INA11 AIOIEIY. YVLY. tlfVLVAW 1M8LVl. M�CIIXI ,A lv�re <l1aM dA141>YYQIra ®1/l.lt,CWMYMNIG'. edAva 0 COg1A00. lem MRT.6' O IAIO raIJ I0Y PAFIILlMI1LY I��AI19{IO.a A Md� ncetm W A Ivrw' dPAevtAAMDrAecnc, .eA'mgtrmr doa.et PAs Iwurac erxraaddxANoeacaemaoneQa.Pnm• Lppen. Lam. je®>YCj.O.IAIpeQVAfialALM1N l.. f0.14•IYe tilt. MFOI />eY>01Pf LH PY. UINII'KRIA. nATd O>Wfl1dA� _ MOMtlII OI,AAP1rNl1[Ma MALJI,wdLYOdeUrILA6R1fO.S lw cvr.�.v a rr AL1e{ eaed Oe uea A)O A PAeraenuaneFrvlore v2 oarua aAUnrR AS OL4:d®D,NaR`. s, A>IARN NI<yMflINI11f4Y CtlUMYgyt[A10 FKORUeFaU11[;i ertwsw RS.TG)oeNeNe m+m,. unw e'/ wvro))ua>x>.ec cavmr u lely WAS n maAv n Nm >AJua v,Aim mY>Anmv oa®Aneex e� ae tna commFC!RON OF Owmmsur A..]I m AM. Cy a M I4. 31143 d Y R PLAT AMENDMENT & LOT LINYADJUSTMENT Situate in Section 14, Township 8 South, Range 87 West of the 6TH P.M. County of Pitkin, State of Colorado 1'errY7 amk Ivo >..p. wv R.Om w. r.IP la Nn vala 4l� / 1 )Y MLI•tTSW N. N'—' 1 NAss.,w Mlrewr i A* AnW alar AQh.Y..A eu:31. M W 11 N P" rlir I 1 i 1 1 1 1 1 1 1 1 aas> AAe= quos nevmm.•a A.naW u dwM (lr.irN iter W Qr r O.k irk I, lye9>I NWVr3rW 1 1 a tO1.W a J199Ira "'o - . . Aeer .., J yw� � A OF/tOd wrwerer�R� ' i ...wrr ��crwery_ ssPliaii a1.r --i ry.\vue , �� MCYMMe OF d Y R PLAT AMENDMENT & LOT LINYADJUSTMENT Situate in Section 14, Township 8 South, Range 87 West of the 6TH P.M. County of Pitkin, State of Colorado 1'errY7 amk Ivo >..p. wv R.Om w. r.IP la Nn vala 4l� / 1 )Y MLI•tTSW N. N'—' 1 NAss.,w Mlrewr i A* AnW alar AQh.Y..A eu:31. M W 11 N P" rlir I 1 i 1 1 1 1 1 1 1 1 aas> AAe= quos nevmm.•a A.naW u dwM (lr.irN iter W Qr r O.k irk I, lye9>I NWVr3rW 1 1 a tO1.W a J199Ira "'o - . . Aeer .., J yw� � �a =thee W J.r >A.r taY lree'Ja tW I ,..,3Q I.AT 109 :AT Pal GRAPHIC RCAti (rem) A " IlenYeXr I ✓1 ' i ...wrr ��crwery_ ssPliaii a1.r --i .«•aefd MCYMMe J..,=.IS \ Jlele'lf[ 1 �a =thee W J.r >A.r taY lree'Ja tW I ,..,3Q I.AT 109 :AT Pal GRAPHIC RCAti (rem) A " IlenYeXr I IY ret J. 11►JS ' i ...wrr ssPliaii a1.r --i .«•aefd \ Jlele'lf[ 1 Ire A pu[.3.JI, I+IOI r i i LOT LICE ADJURMI r PLAT ]20528 a eMii ereuaY W. d,. MMa Bp z R.ai B7 T&C RB7I. BN PY ,ordl N 89802 00 " E .ail Hood cmuerom nee �O a sbrae ,Single Story Wood Frame Dwelling Deck �i Finish Floor © 6" dia. Mev.= 100' 4" dladla. 16e \ \garb e 9 �enCe z 10 12" di • Pond X_ Iris and . w `°OI � emrr.�r orv, rd use d�o��rn Muse a .o ...m yq. rmn lM dam N IM [N1vM1[n Ysn M.a. 3S .sass( loss Bm .._ 14 SCALE. 1 "= 40' 0 /ouoe Reber mad Gp v r.eew. Existing Cojidtions Map A portion of the Colombo T8S, R87W, 6th P.M. Pitkin County, Colorado .t LA:AVD !YJ m,4eU— Cmlrul vela J Spnnkly Hood ® .ail Hood cmuerom nee M duous Rve a sbrae /NT rMld INT f4BC 1.M IAL.W'G /J SI GRAPHIC SCALE la�l tine -w n Tract yb6 map bee boon pnpaeed pun1 to a c/fml rapue.R /or m erlrtiat oo—&U--ma eP a . ponlm a tbls perces. !3orkr Lbaoripum: 1le.f porUm a R.ol Cl. S Uoo 19, To.v>Alp B Sou Rote B7 vm.t a N. Btb.Prf ,d M/dim men pvTleulerly d..mfb.d ., foaa.s: a•tt^^tal el . pvlat on fb. norfb lin. a se id Ract B7 .boon Ileo/. Ibmf z for said rl.et B7 Mers sysBe'WB . dls oe of 1"M foot: Nmce Goat N. pOrlb Bn. a sold Reset 87 b'e IWa a dt.f ce of SS93P ! t, m v I.. to Ne roetm N Soprio (Seel: Nmce of o, Ne enter a Sopa, CT..X m Ne foao.fvt roman: SMI7'II a . d/efanee a 1z 01 tea, M. SB090'=, dGt.noo of 14fn f.si, Nmce S/0'N'l3a . df t. of WM 1.1 Nmce SIPb•Iba . dietmm a /IM fool: Noon SI "7797 a dls a 10308 fl Nmce N9 -59V . dletenro of M.M tea to N. pain( of bedooa PV.M., WO and eeeemmt and rttbt a y M lest to WdN for In,,. end V. to 0..Does deaonbed oma a/o.t m e.mbat .d., over sod .. B t.tor's prop, muNeeb'tany and adj..ni . Ne bon d000e"d tool far pool by ore and pmateea, Neo bele, mcc.mom rod esaigoe, l the moot, rood ., and C. ,onto,, property to the .bon desortl tool MWI. County, m. Ne.um a ioo r oo—1 It H and eu.mmv .re b I>om warn, mmam.aN found .e N. um. a ebia suis s .a seam b.rm. R]b . daoo n.t navtltub . Uu, ,ereb by 04 eurnyor oar . Doundery .1 or my N.estyeWn into record uoomsaf. or moumbrmos..®ocletad wIN !N. property Renum datum: 100' for N. fm1N floor fowd at N. wuNmly and of N. re.ldmae m .Dom b,n.a m N, date of W. y - cmmw mbrN i, 1 foot •8meyar •, evuaer.: L SR97'IIRN L RHId'I6' boot . Retblered Lend b .yor m Ne S to a Colorado, do b.. , oo,U& Net NU map of erfsliry oadfUam .ea prepared by me and radar my maim hom a survey meds I .oaor�.re to M. O aW lmoNW dtp a aonefm •r' o -u. and op�00 A[GIyf9. 20139 }G'� snmlml ��es Lx gyp If0t1t 1L11CbC NoG M, top%= ra p pbee .1N N.Uanel Yap Irouraoy Slmdu for lopgnpblo mope. Uben c t t BOX of pomv ,Dowd M mato 1/2 Ne soot., latervai end .ell dented pomv ebould b. plotted ntbln 1/BO' a Nair l . peatton. trluoa d.Lty Nolrld bo based upon aqe .br.uom, 11. ma Mot 3cbmumer Cord. loo. /or t spot e/enf(m info o,.voo Vicinity Map Scale: 1"=1000' CL PA CBLSA6CIPRRJRMLOTL ALVfWJMN77 A rAarJxn Lw smunlr nAcre] rowNsmxrol]rx xANONera'Ysl'rr+xAml]I A/wCR.LL IfYYM. muNnnlno.YranOroYMAQ seaPAaYDIIAR®IT 1r1Pd vANIRrNAecraevasVAa AODQ.1 COLOwBO PARCEL!PRIOR M LOT LWEAMAYT3WIM APM'3LOPLINOSRIpf81N AACI'6).9mTIQY IS 1Di'h40A NV1)L AAnI[I] W6rOF iIR «NfRA®AL b.@' N.Y.[WNIYpIYIA:N. 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