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HomeMy WebLinkAbout887 Lake Creek - 210507103004 - 3-12-7226Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 EAGLE COUNTY Private Wastewater Permit NO.OWTS-3-12-7226 System Permit Type: i Permit Work Classification: New Permit Status: Active Issue Date: 6/20/2012 Expires: 10/18/2012 Prolect Address Parcel No. 000887 LAKE CREEK RD 210507103004 Owner Information Address JAY PRECOURT 308 MILL CREEK CR Phone: (970)477-2579 SKYLARK LAKE CREEK LLC VAIL CO 81657- Cell: Engineer(s) 308 MILL CREEK CR Phone Alpine Engineering VAIL CO (970)926-3373 Contractor(s) License Number Phone Primary Contractor EDWARDS EXCAVATING 40-12 (9701926-3395 Yes Permitted Construction / Details: Inspections: For Inspections call: (970) 328-8755 Inspection IVR 1 Install exactly as designed by Glenn Palmer of Alpine Engineering as stamped, signed and dated June 13, 2012. Installation consists of an 1,800 gallon two compartment septic tank with Model 120C Eliminite Unit with 2,760 sq. ft. of soil treatment area via 138 Infiltrator Q4 chambers in 6 shallow, gravity fed trenches. Also, a 500 gallon tank will be installed to collect solids generated by the backwash of reverse osmosis and water softening units, the wastewater from which are incorporated into the soil treatment unit. The system is designed for a 5 bedroom residence. Abandon the old system as specified by the design engineer. Engineer certification of proper installation is required prior to occupancy of the residence and use of the system. CONDITIONS: Office Copy 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Ray Merry August 03, 2012 Issued by: Environmental Health Department, Eagle County, CO Date Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 EAGLE COUNTY Private Wastewater Permit NO.OWTS-3-12-7226 System Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 6/20/2012 Expires: 10/18/2012 Project Address Parcel No. 000887 LAKE CREEK RD 210507103004 Owner Information Address ,. JAY PRECOURT 308 MILL CREEK CR Phone: (970)477-2579 SKYLARK LAKE CREEK LLC VAIL CO 81657- Cell: Engineer(s) 308 MILL CREEK CR Phone Inspections: Alpine Engineering VAIL CO (970)926-3373 For Inspections call: Inspection (970) 328-8755 IVR Contractor(s) License Numher Phone Primary Contractor EDWARDS EXCAVATING 40-12 (97019263395 Yes Permitted Construction / Details Mall exactly as designed by Glenn Palmer of Alpine Engineering as stamped, signed and dated June 13, 12. Installation consists of an 1,800 gallon two compartment septic tank with Model 120C Eliminite Unit th 21760 sq. ft. of soil treatment area via 138 Infiltrator Q4 chambers in 6 shallow, gravity fed trenches. so, a 500 gallon tank will be installed to collect solids generated by the backwash of reverse osmosis d water softening units, the wastewater from which are incorporated into the soil treatment unit. The stem is designed for a 5 bedroom residence. Abandon the old system as specified by the design gineer. Engineer certification of proper installation is required prior to occupancy of the residence and use of the CONDITIONS: Customer Copy I. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Ray Merry August 03, 2012 Issued by: Environmental Health Department, Eagle County, CO Date DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecountv.us EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # -/oZ- Z BUILDING PERMIT # F C-5 -4-1Z— 7a 5-0 INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE 8� MINOR REPAIR FEE_J400.00 This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: 5KY LAQK L A Ke G2EEK L_l_C Phone: 170- y77 _ 2 51 C/O .3Ay EGo0fi`7 OP Mailing Address: 32 $ K L_L G24r__ew C-lktEemail ( U precool+(A? not I com VA11L1 CV 81657 A►-P)NIF r--"&, Registered Professional Engineer: 6LEA/1-1 PA L MCfZ Phone: 9i0 - i Z 6 " 3373 ` t yc 2Z 6 Applicant or Contact Person: 5h� harit G'Lb1t' Jo nn >ovl Phone: 1 7D ~ 12 6 - 5 3 D Licensed Systems Contractor:License # 00 7/r;Z� Company / DBA: Phone: -------- Mailing Address: email Permit Application is for: X New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: �OT I ►F01 t,L A E"5 p, Inc fvC " 5, U fy p) y 1 S' 1 a N Tax Parcel Number: 2 ti 0 5 - 071 - 03 - 00 Lot Size: (3. 3 �4 A G Assessor's Link: ww•w.eaglecountv.us/patie/ Physical Address: 07 L ftE C y-ee Building Type: �_�( Residential / Single Family Residential / Multi Family Number of Bedrooms: Number of Bedrooms: Commercial / Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: X Private Well Spring Surface Public If Public Name of Supplier: Applicant Signature: ************************************************************************************* Office Use Only - Amount Paid: 1S Q� Receipt #: Check #: 4/!�� Date: December 2, 2013 Skylark Lake Creek, LLC c/o Jay Precourt 328 Mill Creek Circle Vail, CO 81657 RE: Final approval of septic permit OWTS-3-12-7226; Tax parcel #2105-071-03-004; Property location: 887 Lake Creek Rd – Lot 1 Palmerosa Ranch Subdivision Jay: This letter is to inform you that the above-referenced septic permit has been inspected and finalized. This permit was approved for a 5 bedroom dwelling. Additional information about the maintenance your septic system needs as well as information about private wells can be accessed through web site links provided on the Environmental Health Department’s home page at http://www.eaglecounty.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the drain field can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, your system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Sincerely, Terri Vroman Administrative Technician IV cc: OWTS permit folder Energov electronic file DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director w4V ati g n r a y t n x y zx a f s a. /26/12 Eagle County Government Mail - Re: Precourt Septic on Palmerosa Ranch OWTS Documents.pdf 268K Glenn Palmer <Palmer@alpinecivil.com> Fri, Apr 20, 2012 at 3:45 PM To: Ray Merry <ray. merry@eaglecounty. us> Cc: #environment <environment@eaglecounty.us>, Stephanie Lord -Johnson <stephanie@berglundarchitects.com> Ray and Eagle County Health Dept: The owner and design team understands the benefits of a secondary treatment system, and has agreed to and approved the use of a secondary treatment system ("Eliminite") for the Precourt septic system. I am revising the ISDS application to include it, and waiting for removal of the berm where the field goes so I can verify the perctests/soil profile hole. I'll re -submit plans when they are ready, as soon as reasonably practical. Over and out: Glenn From: Ray Merry[ma i Ito: ray. merry@eaglecounty. us] Sent: Wednesday, April 18, 2012 12:14 PM To: Glenn Palmer Cc: #environment Subject: Re: Precourt Septic [Quoted text hidden] Ray Merry <ray. merry@eaglecounty. us> Fri, Apr 20, 2012 at 6:44 PM To: Glenn Palmer <Palmer@alpinecivil.com> Cc: #environment <environment@eaglecounty.us>, Stephanie Lord -Johnson <stephanie@berglundarchitects.com> That is great news, Glenn. Thanks to all who were involved in this discussion. Based on the preliminary soil evaluation work, I don't anticipate having to do anything special with the soil treatment area, like mounding so shallow, pressure -dosed trenches will function nicely. was in a meeting yesterday wherein our development review team was reviewing their proposal to improve the stream and riparian zone associated with Lake Creek. As we discussed, Lake Creek was recently listed as impaired for not meeting the aquatic life standard so anything we can do to reduce impacts will improve this situation. I think the restoration work indicates that we have a very environmentally conscience owner who is to be congratulated for their actions. Please tell them welcome to Eagle County! [Quoted text hidden] ttDS://mail.aooale.com/mail/?ui=2&ik=30478a9c52&view=ot&search=inbox&th=l 36c6a8ff17a351 a 2/ /26/12 Eagle County Government Mail - Re: Precourt Septic EAGLE COUNT Re: Precourt Septic Ray Merry <ray.merry@eaglecounty.us> Wed, Apr 18, 2012 at 12:13 PM To: Glenn Palmer <Palmer@alpinecivil.com> Cc: #environment <env&onment@eaglecounty.us> Glenn, I was just going to email you as I found the Palmerosa Ranch Preliminary Plan file and have pieced together what transpired. Concern over water quality protection was brought to the attention of the developer and in 2005 Kallenbach did design work to mitigate impacts from the private wastewater systems being proposed. Advanced treatment was proposed in their application as documented by Northwest Colorado Council of Governments 2006 referral comments on the subdivision proposal along with a memo I wrote which is reiterated in the staff report. Of further interest is the draft HOA covenants that describe the responsibility of the HOA to maintain and monitor these systems - page 24 & 25. Attached are these documents compiled into one pdf and keep looking for the design work which was supposed to be attached to Kallenback letter. I like the idea of dosing the soil treatment area so we can avoid the last trench over -excavation. With cleaner effluent, the shallow soils should be able to accept at least 0.5 gal/2Nday. We'll keep an eye on the building permit approval progress as to avoid holding them up. thanks On Wed, Apr 18, 2012 at 8:29 AM, Glenn Palmer <Palmer@alpinecivil.com> wrote: It looks like we are making positive headway on the secondary treatment system, even though it costs an extra $25,000. We should know within a week. Glenn Raymond P. Merry, REHS Executive Director of Sustainability & the Environment PO Box 179 Eagle, CO 81631 970.328.8757 ray. merry@eaglecounty.us AThanks for not printing electronic media ttos://mail.aooale.com/mail/?ui=2&ik=30478a9c52&view=Dt&search=inbox&th=l 36c6a8ff17a351 a 1 / March 17, 2012 OnSfite WastewitterSystein,,kpplictit'14)11 Lot 1, P11111nel-o'sta Ranch Subdivisi011 OSIS170, Ltake, Creek Rogad Eiatrle County, Colonado Pi-eparcd �'kfpine Ftigy'kneenrl'o hic -ner, PF Glenn Pali 07, 0-926-3, 373 PO F-11ox 9-7, f"Idv;arvas. Co S !63,2 r':? # i✓h 17, , 20', ` Table of CoBteSts- ,..,........_.............. 1SDS Applicatiom v ,. h ...... . ..... . ... . ... Allro ect Desoript iti..` ' �.ra,,.-,e and I'<.',t3.lt. Flow C.. <1Ics, Pere Rate, Lon',"Ferm Accept Rate- Field Sizingg. Setbacks 7. 8�... .. ...... ....... fltnc let- and Soil Profile file Hole 1 ....... J-01 19P"ev l�idg 2¥isr,c,: Plan (sanitary`'' backwash li.:1tN. -,�, .,5.' Memorandum To: Qle Chun, EnvOmmental Health. CC: Stephanie Lord-johnson. Berglund Architects From: Glenn Palmer AE1, 970-926-3373ph, 970-926-3390(fax'j, Date; L'Amary 24 120 12 Afile, wry Inc. RY OSWS lyalatan La 1. 111ahmerosa Ranch Subdi-vison- Lake Creek Legal deseriptkm: of 1, PWnwmsa Rand-, Subdivision Reception4 200614115, 13,33 Acres 0887 Eake (reek Road Prolect Deserimlon A 5 Moom hmme is proposed to be bWh on for I PaNwrona Rair--h Subdi,, ision. -the lc,Cation of -'is houss va, d - is in 'the same approx locmion of the Old Bud Palmer liouse, that " 's denio'd a couple is years ago. 11wre is an eximing barn, Mabk% and equiprtrent shed located on the property that are to rernain (no stater orse,per service). As pan of the Pahwrma Subdivi,;ion, f20W), sonte lanid---�caping bernis were built on the property: many are to be removed, hwWding the nround that dows W on Is k)l o "here the ahsoqition area Y� pnTowd, A watersannplc, front the eximing (drinking water well)scarrce indicated er- -, y poor water qualky: it would be difficult to treat and vvould add a lot of water treatment backwash to the sepfic System), A ne,,s- W was rxeraly dMV& ulich prehWnmily teesindbate is of good quAiV and AoWd mclihm MAW water trewnwa ( Asample has been sent to the lab Or detailed rest.tho, SAWks Rw the new -well location have requied the Inoposed absopion area m he shiRed Wint it's W&A NuMd facAom sotrav Jam M pacoladmi tew W sud profile lrole seem Men. It is proposed to romwe the berms dovon tit original grade, and re -do percolation tests and the soil prolile hole in the area of the Enwremly proposed sepne sywu Me eximing septic system is to be abandoned: fill the septic tank o%ith -;and, PtingpW In mdor to awd a HH Won. the sarthary sewer sembe Wn Te mechankal numl Mmw Wns md wan- treatment hacku,Q) is pmpowed to slope at L274 to a separate sViv twik (#Nt Or backia-ashy Shwe dwre shoulli't he amtdds diNcharged froa,., tire mcchanical ruora, the Slope less than. 2'!,4 -;howld be adequate - Separate nwer Hnes are patiposed Rw Te linwaic sown. sloped at 2%, to the septic tank . the K. to die field, !"to house is to have a svvinaming pool, ulkh is mA ul dmin w the wepne qworn Psp(wal nwthoLis shmdd be avieW by Eagk Ch I fmhh Mpt, Mumbhng Amumpdmn: 1. Plunhiny plans were not inadable at die W Mom YvaNn dwist If of be aswmnibn hdow are nca swrect, notify Gict-un ;it A W7046153 x 2NO paww w inwHIg my put of ?tit se Symms, 1 1 he s"hurning pwL pw4 nwchanwaL pwA ONv dAns & No t F Win uy the septic ymcn-,, tart 17, 20 '. The ; e,,ver pipe s£oZti the ninecfa.ltiical mom 6 isr }:w£<t„Ii1icwl won) fl .tt €. rait.., and water _ ,sicin softener tone ::.a:!-,. a h only (no Mz.! L the sewer is sloped at 'i., 2Ic a, , or :..ss ,.than 2 This Se ver Hire runs LO the grey ept tank. ` aiR £ . Mete et lines fro -In tliv inain z?_ o, ,tit°d upper #1r r til"7t}, l t tli n w th lea?,. cr Mm sld 3 fj at 211 ni nitntirn. 4 Verify ji:'ol disinfection ilie od is c nip-atsble s;ith the ajsp `, ed disposal itZedi d, For ex an'ple, if the pool i discharged tp , l<L3area spiiiat£€syqis3 , a saline chsirshvion s-cin could ;.m, the gma, '' t H gTt.1I211i ng Mii'es I'tium he approved ved Iow tic=w "iner w.t;sit5;..r" and, type, 6 Water ,,reatri-w _t awd . s and discharge _ tI?2i' ants are as noted in this re; on! l.t be > tined ilpun receipt of new water sctnitij£..l gas€s Omik6 .15 s. 7, Domestic wastewater Resi£ nti:aal Home 5 Few,:l`t o t t 5' :.t!i'tt,_anis at } g;34.rson, l-er'bedl o.. m at 75 cs'l,.l,`pt?.2`son .. 75 ..,pd s <a iaia as i Lail ( :suit 'Fas �` c4aaclin .a e ifi rhea backwash. etci Max l) i11 Flow 4,> syl average 1, vita ga:1) 11 -5 € A. I ewriodon of Water Schematic i?I a is l c tt€i7iai££7 f,,i€: t ;,£' c 1, tir' toi i 511 _ ?>it i£<' ,, 1 7cttx a ble a st ar c tank), .. Is, H-there is outside irrigation, it should oll'pre-treated €€ awr. c. Softener . Yellow = to be t e ltcfl 11pon re eip! Ta'Xe: -,vefl -water sample is to be f j'arlable in t"{?fit_ w turo 1 eck: (Agri f.§'_%), .4 pr lity Z w,, t limit cla; olvred sr Ile?', tits) i`TDS - 2m 0� ,-) indi taus cli ivate r is g good qua ltty fund 3;f?i idd not iE`quVe L.bra€3p",)€EdO_,.:.'£'� rim uzater `it'tZi`7i1Cmt . To be i`ei#iod upon i_a € ref fri b sit r »t'LFl?ple and 1iY rer Irc <€tP.en! s t x•uxal rlt tarl5.. Tile soReirer is to be '-lil',nnind" based regeneration (o tl b' tb a,-i oval a i f therL is ; at°cr usethou vacation mode with a 28 day cycle. le. lii= :ii ..earth 65 gal about every !0 days: or peak zltj€.x.' use 0 gal ci. UV prkw to di tribtadon. T. Pool t. r ai;t, pool i7ledi n iXt , tic' A Now dA,t..ins go As£wh£.re on la-11 Endi kwtali F F 5 =taHons,'ilq Nj;! aiacakaa Rail ' (3e i sit isFsaa : la-1 " L` aill 1t tv =: 1125 gJ%ti ,i,.itF1E.` hx t'it.ve 115 ,£pd 71wh t I,r artrwnt 1240 gpil Of calk) 1240 :;pci \Aditt. €nal S,.Liaac , 'c t per IM) =gpd,, 1000 _„ d -,t L'.-t} ' 20 °'tat (Well ell . t?l suk li1(i 202 3 : -;trejun irrigation At.tl 0 Nk idt',i It is p s Ataie Tat solttner bac „,sh can 'stir tip the, clich; it., tl.c. eptic tank, y , tiiiltla ly ..>tF 1, nu._ the 6M which is u,aci.,.,,cit*, A,.rl a-aate tank is to be pno%i lea3 for the -,,ate t rt<iin nt (R. t,t. €7 iti'ner) flak k, a.. t1 dim I€e.,, £.. : he °sw I$:'„ter should ins beset up un a tilli€ r .a.li€mi R ..i.iiPla.a bE.ia,.:,iash ever, day, regardless of tdictiter die tic.?i -^> to tt£.. sICII ICd ,ii itiiz, D,10.✓ h,. k ,a3;,,1 ::.t.ews =,4"kho .t Mter „<..or uis will _K...use the Sept € +'slim i i-'iy d" . arti.;, Uel?, to 01. it roAd be sa up on a'; it. r> ,livid,a such to t 500 or niore mall€,ns nniust tll -$ prior to ba.clntr"si k or mher ineans t i trio t7 x e;`}i` f €1ta1L onli ,, to tirn °£ when the house is €1, cup ied. SI(atic 'l sia Sire; i 1£ w band size: ( lily lit l ig, watts e treatment) 1 v (7 pd x_ 0 24= 11550 3 _.lhon.s Backwash Sewic tank Size R/O and soRener -. gaP1[,.ns Recommend 500,quilon tank erettlKation Date perc tests were taken, about 60 feet front the proposed field location. at the original iinn&d Rel p1cetllms New tests are to verity- a_' tnnptions t`Awn the bean is renn ved. Tho average percolation rapt: fee,- attached re t ) was 16 intflrit£m,: per &h. T fc Mouton %as 21 MPI. The `t1.5i1 was noted as "!dark brown, sift:' sandy - arils `e iih scattcivd miall rocks". THe wi t-ofile" Plan£ % ars pro.lined by 1IF Go tech, (Sea aaEached soil boring =1, and Boring Sy The sampling indicants tilat clay exims from a yt11 of I feet . to f to d feet deep. in the area of the prtillosed absogXi n Old. When I [wrRvin£d the perci`slkon tests, ley Lt`r;w dug to 2.5 Iect dmp, vtith the intern to be at the appr£tx depth of the proposed inliltratcirs, and to he, hi t e ch s irKicaated per tiC31i° report. I "anted to knurl' ifthe St)I;ti would percolate or not- 1 W1 !S Art-pa'ised to find that hit- ptreolati it rates were as fast as they t=.erg (14, 14 and 21 I PI), Inaddition, I have discussed the system ',vhh the cunrem rmwh mmnaWr (also for Bud Palmer). He noted than Me existing ,ibsorpt oll Held is in the sa me genet-rd area as Me farsposed Hell and aap a nartils' in Me same nut' riaL and wo `ked (ine in as IitiZnl er o yvaP:R It lt'm only abandoned because, 1•'suU ha31Ps<: tails +:1ei7icF& it. "a eked Bile until then., We need of run t2d-w peree tests and new soil prohle hole to __ :aonfinn. In case the i,tla's in M nets, field area are not as perm able as they Baer=.i where the pere teas were performed, one absorption tench can he excavated avated to depth 46 to 7 fkt and backfill d axith course saan& I wn mn wW 17i"t1Z;s"Ning IN 4£:itnion only on the Am UnRlAmtew till=rl2., so Am moil tiM:.'i.i4ra tr it l be subject to slower per ?iati€r,n rams Ond berg r twatZT em). ShOUld effluent, reach the Iris Z'CSw of infiltr,110: fruits, me last row is sized to handle average daily flows umng Is trill 5I1" i reduction for infiltrators. cata f 'eI atI 3 € c tEtzac Pa u a ssunla. -'sandy loam, to ant" -() 6` it:s1:'.jet-,.' bsorotion Area It is proposed to use -1n#if€earth;' ° hrantl „t4;u&k 4 `r,tamlai €T gravel -less ClTl N, In a , n al a'i%iitjt31"siEw a. -Quick uirck 4I s ' airy 4long. ".l iw state of ..ftllt3Tc?fPat has ap p,t:?wd ai = aet:[lti'Ihm 1C:iP Piittltt'atcit' unk, U.tv ado acceptedarea of 2187 sf per runt wlLtzles 5ti£} A i.'.s':l[,P'cte.mb I.:<a,- k C.I uws ,.'vti [ Nr mn, Full 50% reduction 20,, ; A`per unit Design lei fl;, v, . 1240 i,t id � 2067 sfl 0.00 sf per un (" 207 wtal units (in lud s Not r-eductkafa) *001 reduction DP uni':,., x 704 ( 3fPb rUaS2i-.'"tlm) 1K iT f'Ifi"d:tor arnt^ Mainch 17, 2012 6 ro)is at 25 units per row 150 units (6 rows at 100 ft long) Average Flow! possible chivey material to he verifled with nc$o perc test, (Sand !aver to extend thru possible chlys) 5 bedroorns x 2 person x 5f -a500 up ; -it 220 stifunit e- 25 units (one rov% atIOO feet Ici!to-0- —) -P - " u ifyou havc any qwcstions, please call, Amin Pal Lo! 1 Appi doc Memorandum ate. Inc. To: Eagle County Environmental Health CC: Stephanie Lord Johnson, Berglund Architects From: Glenn Palmer AEI, 970-926-3373ph, 970-926-3390(fax) Date: February 20, 2012, Revised June 13'h, 2012 Re: OSWS Application Lot 1, Pabnerosa Ranch Subdivison, Lake Creek Site Legal description: Lot 1, Pahnerosa Ranch Subdivision Reception # 200614115, 13.33 Acres 0887 Lake Creek Road Project Description A 5 bedroom house is proposed to be built on Lot 1 Pahnerosa Ranch Subdivision. The location of the house is in the same approx location of the Old Bud Pahner house, that was demo'd a couple of years ago. There is an existing bam, stable, and equipment shed located on the property that are to remain (no water or sewer service). As part of the Palmerosa Subdivision, (2008), some landscaping berms were built on the property: many are to be removed, including the mound that shows up on the topo where the absorption area is proposed. (This berm has now been removed). A water sample from the existing (drinking water well) source indicated very poor water quality: (it would be difficult to treat and would add a lot of water treatment backwash to the septic system). A new well was recently drilled, which preliminarily tests indicate is of good quality and should require minimal water treatment. (A sample was been sent to the lab jor detailed tests, which resulted in much better water quality. The Water sample test results are available upon request). Setbacks for the new well location have required the proposed absorption area to be shifted from it's original intended location, where last fall's percolation tests and soil profile hole were taken. It is proposed to remove the berms down to original grade, and re -do percolation tests and the soil profile hole in the area of the currently proposed septic system. (See attached updated perc tests). THe existing septic system is to be abandoned: fill the septic tank with sand. Piping plan. In order to avoid a lift station, the sanitary sewer service from the mechanical room (floor drains and water treatment backwash) is proposed to slope at 1.27% to a separate septic tank (just for backwash). Since there shouldn't be any solids discharged from the mechanical room, the slope less than 2% should be adequate. Separate sewer lines are proposed for the domestic sewer, sloped at minimum 2% to the septic tank. An Eliminite secondary treatment system has been added The water treatment backwash is to bypass both the regular septic tank and the Eliminite tank. THe Eliminite tank is to gravity,llow to the Absorption Field. The water treatment discharge is planned to connect to the discharge line exiting the Eliminite Treatment Tank. THe house is to have a swimming pool, which is not to drain to the septic system. Disposal methods should be reviewed by Eagle Cc Health Dept. Plumbing Assumptions: I. Plumbing plans were not available at the time of septic system design. If any of the assumptions below are not correct, notify Glenn at AEI (970-926-3373 x 226) prior to installing any part of the septic system. 1. The swimming pool, pool mechanical, pool floor drains do NOT drain to the septic system. 2. The sewer pipe from the mechanical room is for mechanical room floor drains and water system softener backwash only (no solids): the sewer is sloped at 1.27%, or less than 2%. This sewer line nuns to the grey water septic tank. 3. Sanitary Waste lines from the main floor and upper floor should drain to the higher drain, sloped at 2% minimum. 4. Verify pool disinfection method is compatible with the approved disposal method. For example, if the pool is discharged to a lawn area sprinkler system, a saline disinfection system could harm the grass. 5. All plumbing fixtures must be approved low flow water conserving type. 6. Water treatment methods and discharge amounts are as noted in this report: to be verified upon receipt of new water sample. Proposed Uses: 7. Domestic wastewater Residential Home 5 bedrooms 5 bedrooms at 2 persons per bedroom at 75 gpd/person = 750 gpd Average Daily Flow =750 gpd Maximum Daily (Design) Flow [excluding RO waste, softerner backwash, etc] Max Daily Flow = 150% of average flow x (750gpd) = 1125 and A. Description of Water Schematic a. Water to be pumped from the well directly to the mechanical room (probably a storage tank). b. If there is outside irrigation, it should come off pre-treated water. c. Softener . Total dissolved solids (TOS = 220 to 400+1--) indicates the water is ofgood quality and should not require abnormal/excessive water treatment. water treatment system details. The softener is to be "demand" based regeneration (only backwash if there is water use, then vacation mode with a 28 day cycle. Backwash 65 gal about every 10 days. for peak flaw use (verify) = 65 gal d. UV prior to distribution. e. Undersink R/O estimate (Treat 50 gpd, waste 50 gpd) = 50 gpd f. Pool drain, pool mech room, pool floor drains go elsewhere (not to septic system), s graved on lawn. Total backwash= 115 gallons/day Maximum Daily (Design) Flow Max daily flow = 1125 gpd domestic waste + 115 gpd water treatment = 1240gpd Setbacks Q(peak) = 1240 gpd Additional Setback 8 feet per 100 gpd> 1000 gpd = 8( 2.4)= 20 feet (Well setback = 100+20= 120' : stream/irrigation ditch = 50+ 20= 70') It is possible that softener backwash can stir up the solids in the septic tank, potentially allowing solids into the field, which is undesirable. A separate tank is to be provided for the water treatment (R/O,softener,) backwash discharge. The Softener should not be set up on a timer where it would backwash every day, regardless of whether the house is occupied or not. Daily 0 backwash events without other water use will cause the septic system (absorption area/leach field) to fail. It could be set up on a flow switch such that 500 or more gallons must flow prior to backwash, or other means to restrict backwashing only to times when the house is occupied. Septic Tank Size: Bedroom based size: (5 br) = 1250 + 1(250)= 1500 gallon Flow based size: (including water treatment) 1240 gpd x 30/24 = 1550 gallons Recommend next bigger size tank =1800 gallons. Backwash Septic tank Size R/O and softener= 115 gallons Recommend 500gallon tank Percolation Rate 3 perc tests were taken, about 60 feet from the proposed field location, at the original intended field placement. New tests are to verify assumptions when the berm is removed. The average percolation rate (see attached test) was 16 minutes per inch. THe slowest was 21 MPI. The soil was noted as "Dark brown, silty sandy soils with scattered small rocks". New Pere Tests were provided on May 18, 2012. 4 tests were taken, with an additional test at 4.09 feet deep to test for possible clays, as noted in the soils report bore logs. The 4 perc tests ranged from 15 to 28 MPI. AEI took soil samples from the pits, and it sure doesn't look, feel, or percolate like clay to me. Sol] Profile Hole: THe soil profile hole was provided by HP Geotech. (See attached soil boring #1, and Boring 8). The sampling indicates that clay exists from a depth of 1 feet , to 6 to 7 feet deep, in the area of the proposed absorption field. The percolation rates, soil sample for perc tests, do not indicate clayey soil.Percolation rates were were (14, 14 and 21 MPI, Fall 2011; 16, 28,22,15 MPI May 2012). In addition, I have discussed the system with the current ranch manager (also for Bud Palmer). He noted that the existing absorption field is in the same general area as the proposed field, and apparently in the same material, and worked fine for a number of years. It was only abandoned because Bud's house was demo'd: it worked fine until then. Lona Term Acceptance Rate: Assume "sandy loam, loam"=0.6gal/sf/day Absorption Area It is proposed to use "Infiltrator" brand "Quick 4 Standard" gravel -less units, in a serial configuration. A= Q/LTAR "Quick 4's" are 4' long. The State of Colorado has approved a 50% reduction for infiltrator units. Colorado accepted area of 20.87 sf per unit (includes 50% reduction). Eagle Co uses 20 sf per unit. Full 50% reduction = 20.87 sf per unit No reduction-- 10.00 sf/unit Design flow = 1240 gpd A= 1240gpd/0.6 gpd/sf= 2067 sf 2067 sFI0.00 sf per unit-- 207 total units (includes NO reduction) 33.33% reduction 207units x 66.67% (33.33% reduction) = 138Infiltrator units 6 rows at 23 units per row--138 units (6 rows at 92 ft long) Glenn D. Palmer, PE PalmerosaSepticLotlAppl.doc June 13, 2012 011 Site Wastewater System Application Lot 1, Palmerosa Ranch Subdivision 0887 Lake Creek Road Eagle County, Colorado Revised June 12, 2012 Prepared By: Alpine Engineering Inc Glenn Palmer, PE 970-926-3373 PalmerLa Alpinecivil.com PO Box 97, Edwards, Co 81632 June 13, 2012 Table of Contents: Page ........................ Description I ............................ ISDS Application 2 ............................ Vicinity Map 1" = 2000' 3.5...........................Project Description, Average and Peak Flow Galcs, Pere Rate, Long Term Accept Rate, Field Sizing, Setbacks 9- 5..............................Pere Tests and Soil Profile Hole 9................................Well Log/Permit (Water Well Permit Application) 10...............................Lot Survey 11................................Bldg Piping plan (sanitary vs backwash lines vs pool area) Xx ........................... Water Test Sample Results (available upon request). (J t DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaalecounly.us a EAGLE COUNTY P.O. Box 179 500 Broadway Eagle. CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # BUILDING PERMIT # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEESCREDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 00.00 This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: L A V- G9F_-F_K LL_C Phone: 770" y77 - 2 5 ? 1 Mailing Address: 32 S MILL_ GAZE EK G laffemail f Q Pre COO c0 GIOI • CDm VoOkILt C'? 81 (5-7 ALF')01� I Registered Professional Engineer: GLEN 11A L ME2 Phone: 970 - 192 6 - _3373 i yc 2 z 6 Applicant or Contact Person: '5*P h yi 14 LDrd Jt) n n >vvr Phone: 970 - 9 2 6 - �3 0 f Licensed Systems Contractor: T-bl✓ License # Company / DBA: Mailing Address: Phone: Permit Application is for: X New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: _ LOT I P/ l-lut C-Le_25 p, P-A ti/C vls �, � Vj ✓ K I oAl Tax Parcel Number: 210 5 - 071 - 03 - 0 0'9 Lot Size: Assessor's Link: www.eaklecounty.us/patiel Physical Address: Building Type: Residential / Single Family Residential / Multi Family Number of Bedrooms: Number of Bedrooms: Commercial I Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: X Private Well If Public Name of Supplier: Spring Surface Public Applicant Signature: Office Use Only Amount Paid: Receipt #: Check #: Date: .4 439 1 V z LIN ITI MAI? Xx T 45 '4 r( A/ IL Z 71. T wards I! T 5 S 0 A Ing Lake 1-* Creek Scii 57 0 0 -'dward' 66C o0o A L PFIET 7 fv (;7 7II tl 74Q.f- 740 qP z 7777 N '7812 JL rr 361 3 2 ow �FkT Mapped, edited. and Pl.jbhIshed Ly the Geological Survey Ea::;3/VA I IEC>-5- Control by LISGS and USC&GSit Or MN Topograpi-y by ohotogrannnletriL rnethor:15 from, aerial GN 11000 plhjlog%a Is TaKL!rl 1 96i] Field checKeo 1962 Pal conic projection 1927 North Arnerir�ln oatum 14 10.00C tGcl grid based or 17,nIcrado coordinate system, central ZQ--IE I IL 1000 ri Universal T rarSverSe Mercator grid tiC�S /one 13, shcvyr- in tl;e [Irles are omitted bFC3ii5e Of In1UfTCii]nt d1t3 UTM GRID AND 1962 MAGNETIC NORTH There may be private inholdings within the boundaries of IDIFCHNATiON A' CENTER OF SHEET the National or State reservations Shown on this map FOR SALE BY I To place on the predicted North American Datum 1983 A FOLIDEq move the projection lines 5 meters north and O Memorandum a4�w Eng. ram. To: Eagle County Environmental Health CC: Stephanie Lord -Johnson, Berglund Architects From: Glenn Palmer AEI, 970-926-3373ph. 970-926-3390(fax) Date: February 20, 2012, Revised June 4`4, 2012 Re: OSWS Application Lot 1, Palmerosa Ranch Subdivison, Lake Creek Site Legal description: Lot 1, Palmerosa Ranch Subdivision Reception # 200614115, 13.33 Acres 0887 Lake Creek Road Pro'ect Descri tion A S bedroom house is proposed to be built on Lot 1 Palmerosa Ranch Subdivision. The location of the house is in the same approx location of the Old Bud Palmer house, that was demo'd a couple of years ago. There is an existing barn, stable, and equipment shed located on the property that are to remain (no water or sewer service). As part of the Palmerosa Subdivision, (2008), some landscaping berms were built on the property: many are to be removed, including the mound that shows up on the topo where the absorption area is proposed. (This berm has now been removed). A water sample from the existing (drinking water well) source indicated very poor water quality: (it would be difficult to treat and would add a lot of water treatment backwash to the septic system). A new well was recently drilled, which preliminarily tests indicate is of good quality and should require minimal water treatment. (A sample was been sent to the lab for detailed tests, which resulted in much better water quality. The Water sample test results are available upon request). Setbacks for the new well location have required the proposed absorption area to be shifted from it's original intended location, where last fall's percolation tests and soil profile hole were taken. It is proposed to remove the berms down to original grade, and re -do percolation tests and the soil profile hole in the area of the currently proposed septic system. (See attached updated pere tests). THe existing septic system is to be abandoned: fill the septic tank with sand. Piping plan. In order to avoid a lift station, the sanitary sewer service from the mechanical room (floor drains and water treatment backwash) is proposed to slope at 1.27% to a separate septic tank (just for backwash). Since there shouldn't be any solids discharged from the mechanical room, the slope less than 2% should be adequate. Separate sewer lines are proposed for the domestic sewer, sloped at minimum 2% to the septic tank. An Eliminite secondary treatment system has been added The water treatment backwash is to bypass both the regular septic tank and the Eliminite tank THe Eliminite tank is to gravityflow to the Absorption Field. The water treatment discharge is planned to connect to the discharge line exiting the Eliminite Treatment Tank THe house is to have a swimming pool, which is not to drain to the septic system. Disposal methods should be reviewed by Eagle Co Health Dept. (�) June 13, 2012 Plumbing Assumptions: 1. Plumbing plans were not available at the time of septic system design. If any of the assumptions below are not correct, notify Glenn at AEI (970-926-3373 x 226) prior to installing any part of the septic system. 1. The swimming pool, pool mechanical, pool floor drains do NOT drain to the septic system. 2. The sewer pipe from the mechanical room is for mechanical room floor drains and water system softener backwash only (no solids): the sewer is sloped at 1.27% , or less than 2%. This sewer line runs to the grey water septic tank, 3. Sanitary Waste lines from the main floor and upper floor should drain to the higher drain, sloped at 2% minimum. 4. Verify pool disinfection method is compatible with the approved disposal method. For example, if the pool is discharged to a lawn area sprinkler system, a saline disinfection system could harm the grass. 5. All plumbing fixtures must be approved low flow water conserving type. 6. Water treatment methods and discharge amounts are as noted in this report: to be verified upon receipt of new water sample. Proposed Uses: 7. Domestic wastewater Residential Home 5 bedrooms 5 bedrooms at 2 persons per bedroom at 75 gpd/person = 750 gpd Average Daily Flow —750 gpd Maximum Daily (Design) Flow [excluding RO waste, softerner backwash, etc] Max Daily Flow = 150% of average flow x (750gpd) = 1125 gpd A. Description of Water Schematic a. Water to be pumped from the well directly to the mechanical room (probably a storage tank). b. If there is outside irrigation, it should come off pre-treated water. c. Softener . Total dissolved solids (TDS = 220 to 400+1--) indicates the water is of good quality and should not require abnormal/excessive water treatment. water treatment system details. The softener is to be "demand" based regeneration (only backwash if thcre is water use, then vacation mode with a 28 day cycle. Backwash 65 gal about every 10 days: for peak flow use (verify) = 65 gal d. UV prior to distribution. e. Undersink R/O estimate (Treat 50 gpd, waste 50 gpd) = 50 gpd f. Pool drain, pool meth room, pool floor drains go elsewhere (not to septic system), prayed on lawn. Total backwash= 115 gallons/day Maximum Daily (Design) Flow Mar daily flow = 1125 gpd domestic waste + 115 gpd water treatment = 1240 gpd Setbacks Q(peak) = 1240 gpd Additional Setback 8 feet per 100 gpd> 1000 gpd 8( 2.4)= 20 feet (Well setback — I00+20— 120' : stream/irrigation ditch — 50+ 20= 70') It is possible that softener backwash can stir up the solids in the septic tank, potentially allowing solids into the field, which is undesirable. A separate tank is to be provided for the water treatment (R/O,softener,) backwash discharge. The Softener should not be set up on a timer where it would backwash every day, regardless of whether the house is occupied or not. Daily 0 June 13, 2012 backwash events without other water use will cause the septic system (absorption area/leach field) to fail. it could be set up on a flow switch such that 500 or more gallons must flow prior to backwash, or other means to restrict backwashing only to times when the house is occupied. Septic Tank Size: Bedroom based size; (5 br) = 1250 + 1(250)= 1500 gallon Flow based size: (including water treatment) 1240 gpd x 30/24 = 1550 gallons Recommend next bigger size tank =1800 gallons. Backwash Septic tank Size R/O and softener = 115 gallons Recommend 500 gallon tank Percolation Rate 3 perc tests were taken, about 60 feet from the proposed field location, at the original intended field placement. New tests are to verify assumptions when the berm is removed. The average percolation rate (see attached test) was 16 minutes per inch. THe slowest was 21 MPI. The soil was noted as "Dark brown, silty sandy soils with scattered small rocks". New Perc Tests were provided on May 18, 2012. 4 tests were taken, with an additional test at 4.09 feet deep to test far possible clays, as noted in the soils report bore logs. The 4 perc tests ranged from 15 to 28 MPI. AEI took soil samples from the pits, and it sure doesn't look, feel, or percolate like clay to me. Soil Profile Hole: THe soil profile hale was provided by HP Geotech. (See attached soil boring #1, and Boring 8). The sampling indicates that clay exists from a depth of 1 feet, to 6 to 7 feet deep, in the area of the proposed absorption field. The percolation rates, soil sample for perc tests, do not indicate clayey soil.Percolation rates were were (14, 14 and 21 MPI, Fall 2011, 16, 28,22,15 MPI May 2012). In addition, I have discussed the system with the current ranch manager (also for Bud Palmer), He noted that the existing absorption field is in the same general area as the proposed field, and apparently in the same material, and worked fine for a number of years. It was only abandoned because Bud's house was demo'd: it worked fine until then. Lone Term Acceptance Rate: Assume "sandy loam, loam" —0.6ga1/sf/day Absorption Area It is proposed to use "Infiltrator" brand "Quick 4 Standard" gravel -less units, in a serial configuration. A= Q/LTAR "Quick 4's" are 4' long. The State of Colorado has approved a 50% reduction for infiltrator units. Colorado accepted area of 20.87 sf per unit (includes 50% reduction). Eagle Co uses 20 sf per unit. Full 50% reduction = 20.87 sf per unit No reduction= 10.00 sf/unit Design flow = 1240 gpd A= 1240gpd/0.6 gpd/sfl-- 2067 sf 2067 sf/10.00 sf per unit-- 207 total units (includes NO reduction) 33.33% reduction 207 units x 66.67% (33.33% reduction) = 1381nfiltrator units 6 rows at 23 units per row= 138 units (6 rows at 92 ft long) Glenn D. Palmer, PE PalmerosaSepticLot I Appl.doc L u a 0 a l7 a T a O Q O CL a a a Ln ai a 2 4- 0 a 'a Ln Y a _a L d a 0 a Y 1n Lo m O N LP d' tO rl Ol f ) tD a O 0 71 0 0 0 0 u a a � "I r O O O O ro o 0 0 0 0 a LL e-I Cr r-I Ln CD ri N m IZT Sk rV a N O +, Ln Ln 0 O a N N Ln 7t Y r9 O O lD O Lo lu N ri o 0 0 0 0 v � a = o 0 0 0 0 a C o 0 0 ai o +, LL rn00 N N rn m r1 N N N N N a ni o +, = LL a Ln Ln O n c-1 i I N N V u O O O O O a M Ln = O O O O O O O O O a a t� LL N co N Ln M rV Ql 171 O O r-1 O fj O N 10 a N 0 +, LL kLDa oN 1n 71 Ln cr- -4 O O u O O O O O a a m O O O O Y a {� +, LL w rrn Ln n r-1 ai rf; rr1 r+i fri M rn u O a v o +, = LL 0 0 o a o 0 0 0 0 0 0 0 v-i L Q o rl r-i r 4 IL; e 4 N N N N 5-31el,v I W 02 1S b I m O m m cD r*n O O O �D Ln to o O O O O O n N 00 Io n r O 7� In lD t` O ri N N O O O LA rr) O O O O O O N Ln at m In m N rV N 7 r` r` r• N N N 0 o a m m m 0 0 0 0 0 0 Ln Ln (n c0 m 71 7 O O O 0 0 0 0 0 0 oq cq rn rri m 0 0 0 CD CD7t LP o N N m H r-1 -1 S QL ry N 00 - DO Ln N v cr- - i N V O O a LJJ d 0 x BORING 11 PROFILE BORING 1 ELEV.= 7329' ELEV.= 733�' 0 3112 4/12 y' WC=24.5 5 '-200=75 8/12 // LL=28 WC=20.9 P1=7 DD=104 N I 10/6,50/2 r LLA� C- 10 1216,50/5 O �1G PF-�FSt� BARN LOT 1 15 BODING 7 BORING 8 BORING 9 BORING 10 ELEV.� 7,336' Ef_EV.= 7,335' ELEV.= 7,340' ELEV.= 7,343' 0 5112 r. 5/12 18/6,5W6 •. 50/5 WC=19.5 ❑D=103 5/12 3/12 5 WC=15.8 G LA j t J bb=110 LOT 2 (FUTURE) 16/12 6/12 1 d WC=6.5 WC=14.7 DD=121 y. DD=110 -200=25 -200=44 7/12 r:� 15/12 15 0 5 •' 18112 20 Note.- Explanation of symbols is shown on Figure 5, H 111 335A _h LOGS OF EXPLORATORY BORINGS _o 0 61 15 Figure 4 COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES Office Use Only Form GWS46 (11/2011) 1313 SHERMAN ST., Ste 821, DENVER CO 80203 Phone: 303 866-3581 Fax: 303 866-2223 dvvr ermitsonlin state.co.us MONITORI NGIOBSERVATION Water Well Permit Application Review instructions on reverse side prior to completing form. The form must be typed, completed online or in black or blue ink. 1. Well Owner Information Name of well owner 6. Use Of Well Use of this well is limited to monitoring water levels Skylark Lake Creek LLC c/o Jay Precourt and/or water quality sampling Mailing address 328 Mill Creek Circle 7. Well Data (proposed) City state Zip code Total depth Aquifer Vail CO 81657 50' to 70' feet Tributary Tribute of Lake Creek 8. Consultant information (if applicable) Telephone# E-Mail(If filing onlineitisrequired) Name of contact person Stephanie Lord -Johnson 9710-477-2579 japrecourt@aol.com 2. Type Of Application (check applicable boxes) ❑ Use existing well ❑ Replacement for existing monitoring well: Construct new well Permit no.: ❑ Other: Company name Berglund Architects Mailing address PO BOX 2378 3. Refer To (if applicable) Monitoring hole acknowledgment well name or # city State Zip Code MH- Lot 1 Monitoring Well Edwards CO 81632 4. Location Of Proposed Well (important! See Instructions)Telephone# 970-926-4301 county Eagle NE twofthe NE 1!4 9. Proposed Well Driller License # o tiona! : Section Township N ors Range E or W Principal Meridian 10. Name of Well Owner or Authorized Agent 7 5 ' ix I 82 I x I 6 The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 misdemeanor pursuant to C.R.S. 24-4-104 (13Ka). I have read the statements herein, know the contents thereof and state that they are true to my knowledge. Distance of well from section lines (section lines are typically not property linen NA Ft. from h N I S Ft. from F E W Sign or enter full name here Stephanie Lard -Johnson Date (mrNddlyyyy) 02/27/2012 For replacement wells only— distance and direction from old well to new well 887 Lake Creek Road feet direction If signing print name. Print title if other than land owner Stephanie Lord -Johnson, Consultant Wall location address (Include city, state, Zip) ❑ check if well address is same as hem 1. 887 Lake Creek Road, Edwards, CO 81632 Office Use Only Optional: GPS well location information in UTM format You must check GPS unit for required Settings as follows: USGS map name DWR map no. Surface elLv Format must be UTM I Zone 12 or f zone 13 Easting Receipt area only Units must be Meters Datum must be NAD83 Northing unit must be set to true north Was GPS unit checked for above? ❑ YES Remember to set Datum to NAD83 5. Property Owner Information Name of property owner Skylark Lake Creek LLC, c/o Jay Precourt Mailing address 328 Mill Creek Circle City State Zip Code Vail CO 81657 Telephone tt 970-477-2579 DIV WD BA l 6'30'26"E S89'44'46"E 42, 99' HOLY CROSS ENERGY UNDERGROUND RIGHT-OF-WAY EASEMENT REC_#200724467 4' e- Lo 0 O 0 O UZ S88'55'21 "E 228.27' S83'43'37"F z 308.92' 79.48' N14'41'D7"E 5.33' DETAIL s�Tl LIMITS OF OPEN SPACE EASMENT" { 1 E ITy. 1001 N 11 '58' 10"E 20.44' FOUxO 1-1/2' ALUMINUM COVENANT UNE Sn9°5e•21T o 59000'00'E 8.65' 2n oo w I~ ' T 33.06' CAP STAMPED Zs1 "� a as REG.# 325855 BASIS OF BEARINGS ao01o4r+x 5/e• REBAR EARTH S89'56'2 'E 1021.50' r 273.92 ! I• N ` - - PE Z ,n n i 7 � Cw _ - - " S89'54'42'E TEEPHONE S71'33'02 - - ��-•� PED 57AL vaUCx 1.75' vEN of ° 0 0 0 N I 57.60 ALUMINUM oIN TRANS- 1 r I I ROCESSORYeu cY' 1! 1 1 13.55' UTILITY EASEMENT ` 3/4' °0 1CDNc EaIVEiDPE y _ 1 f REC.#200614115 ACCES �� 58 g T UTILITY EASEMENT RAC. w WAL y 20wC' / /: PAD I S58'21'OYE y PAD ml u� i it REC.#200614115 SPIGOT � LAKE I � � 70'54'F W� � Qf � u; aN �!J � STUB _ �1 I° ACCESS EASEMENT / eraoc, "lQ ! !P1� LOT 1 �/ � / h T9�. REC.# 200809838 Z. II BUILDING / ENVELOPE /!00 / 582�0'S4•E' W la ��rn N / /1g' CUP ,-r--- '-� a1CH L oJHF.ADG.ATE STAB / 3 ! o CORRAL i a` 1 z !' 29.58' UMITS OF L5 7 133.35' z 30.67OPEN SPACE � 39.45' �S7a'2o'52E f z45 I EASEMENT W14 N90'00'0 "E 12.71 1 ! d REC # 20MI4115 �t IRHGATION */^ 1 1 w d \�" L,o COVENANT UNE POND ` L. Ls s4'wP RECEPTION NO. 325855 so' _ e 7 110.46' I 3 s1s1E+w sa ta�� j 1 R£Gi 2p0814115 ' / �y, f N4Z24'(I'M' BERM T�:4?• - J 's O yl D9' S S 8s?"56'21' E GEtEs / ..� ��.r��., au�INc VV��-- /BraDGr�• ^'. ENVELOPE 124.2Cr o 75 EARTH 1 N90170'OO*E SMACK /j ° Noo'oSTREAM � 4'O�oA BIMI 3c 00' / ' POND / 12' / 20AO1 --1'Tl, I ��tt1 ° HOLY CROSS ENERGY PLASTI All CULVERTC / LOT 2 �f con l0 UNDERGROUND BUILDING RIGHT-OF-WAY ENVELOPES wwI In / 1 EASEMENT oBOULDERi j` �I I REC.#200724467 / F°UT cz• �../ > C) . / (n?) P l i \ (SEE DETAIL SHEET 4) `\ BRDGE�� "� � � ` j EARTH / N273"i16"W ELEC.0 /TELEPHONE �j I ' / / •_4 B� 21.89' ° TRA.NS. PEDESTAL 100 I } FLOOD PLAIN / POND BENCH •} scan0'o4yw _._ 1 P!w / I LOT 2 `� 15.169 ACRES DECK � ,D4.a5' 17`J.39' �- 99.'PLASTIC N90'0400 W - SBB''3A'25-E ' 284 5fi _HEAD r' VAULT � 0979 1 / � N90'00'Oa' _ _21s.59; TIUTY EASI , j ss134.36'w % S8_? 5 2S'E 78.89' 137.70' \� REC,#2(.10614115 r' ° PLASTIC CAP 1 _ 41.99 TIE / 112.11' AR7- ON { / �\ N25'14'23'E .:4" PVC I uMITS OF _ i' I 37.38' CENTER NE OJI6 Rr�OPEN SPACE ! / 20' UTIUTY E ENT \ i EASEMENT N m / ! REC. #2 14115 EC. # 20081411 NT �"' S83'12'47•'E --h./1 (� , GE X-LOT 3n 10.21 ` / 1 N18'30'05"E PYLE. RANCH _jUD1TH E)ION PYLE RE:VOCAELF_ TRUST 41 x0 gcr 0 0 Q: N1; o ' U-nUN EASEMENT HOLY CROSS ENERGY EASEMENT l REC.#200614115 1,,; PEnEs-rAll; UNDERGROUND 200809838 RIGHT-OF-WAY h 1 WOOD/ EASEMENT 1'ol REC.#200724467 1 (SEE DETAIL SHEET 4) EXISTING GAS LINE 1 !" 1 PER KINDER MORGAN q� c GAS LOCATES MAY z J 2006 LOT 1 297.45' I I I 13.334 ACRE: R-1030.00 I L-285.04 088 Tan-143.44 �1; 1 x br15"S1' 22" 284.14 d I! I 454 05' co S84'42'01 "E OD I I ? 616.86' �d!I ro L►1 187v j 44!r Im 1ueE>z I CENTERUNE 12' 1 I �? o \ / l �f TRAIL EASEMENT ti ,n � REC,#200614115 L11 1 �Z / I NW38'53"W / 125.71' R-430.00 L=188.95 II1 Ln 16. CUP I Tan-84.54 CULV�T I Aw2214'42' , 1 CH-S10'4rO2'E 1 i 165.90 S \ NI815T40°W ] 53.25' S89'58' 21 "E 5. 2' NORTH 189'6'21'E SE FOUND 2- T6.46' CAP S. ON 3 w � Go - _ (25'1 MOUN GAS It q2006 OOK WHOL ALOE SHOU CF UTH co EASEL REI -f 30.1' LOT 3.334 73.70' 1 C4 3 1 LOT 2 15.169 [N ACRES x n 0979 � ibh UTIuT1r 8) EASEMENT ✓WAR([ REC.► 200614115 x L1 45. 5' 47.52' x 9' '07~E 3.2r �1 / i 7 8 � 10 11 12 13 14 yr 5 ' IR B � 17�18 `�Pb / � a-s yor.e.lr r.,, er T-I,w- a.e,n- r.svr a.e rr a,L „-,� � wPPornAwEn w.u-v rroraw.n / / P.nortmaE'.?]E I I REkEOs • — n If IIr / / , / - l2 srmn sLwrwr _ _ rc•+„ \ - _____ ____ -I I! _- T SNio PC.8m 2v6 2,0 Ee.ura 22f- Wr1 151 h11 � � t �� � YM. �V. 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Re oE1,u JJ _ 5 I' I - I I oE] at si, 1 I � 1 09t BA7HR 1 ' oot • � - — '� 1❑� F '1 \ 1 � � � � 1 IV c'D) ate} C 1 �C NOT FOR 1 } \ ` + CORE 8 SHELL 1' PROGRESSSET • � na. ow. 91i &20t2 7A Ch.M.tl by HB _ 1' Precourt Residence, Lot I Palmerosa ALPINE Percolation 3-Nov-11 ENGINEERING 1NC Percolation holes (3) Soil was dark crown, silty sandy oils with scattered small rocks, Sall Profile Hale: See report provided by HP Geotech. Water Depth, in feet Hole Delta H Pero Rate Hie2 13elta H�1�irate �(2,12CY�) C�elta H dateFt 2.20`} Ft Pi Ft (2.45') Ft Ft ]Perc PI :40:00 1.47 1:42:00 1.78I 1:44:00 1.8i � 1:50:00 i.6 0.13 0:06:25 L94 0,16 0:05:13 1.97 0,16 0:0 :13 2.00:00 2. i6 0.06 0:13:53 2,02 0.08 0,10:25 2,09 0.12 :t�6:57 2:10:00 1.74 O.08 0:10:25 2.1 0.0 0.10:25 2.16 0.07 0:11:54 2:20:00 1.8 0,06 0:13: 3 2.16 0,06 0, 3:53 2.22 0,06 0:13: 3 2:30:00 1.83 0.0 0 27:47 2.22 0.06 0;1.3:53 2.26 0,04 0:20:50 2,35 0,0- 0:1153 almost dry Use '21. Minutes Per inch P:EDe` 1104jjOCS BORING 11 PROFILE RIB i '; LEV. = 732 ' 1 ELR,,= 73301 3 3/12 ,12 W=: ' =75 /12LL-28 1=. 10/6,50/2 LL LL 11,50/5 a IN LO 1 15 15 f BORING 7 BORING 8 BORINGBORING 1 ELE14= 7,33 ` E s= 7,33 ' L ,= 7,3 ' EV. 1,34,E f V 5112�. 5112 �¢ 1 1 ;5cQ1 a 50/5 3 I is=19L a.a DD=103 qua' ° 5/12 3112 c=15.. (it A DD=110 _-' 16/12 5/12 10 .< WC1=8.5 WO=14.7 .200=25 9 0 =44 7/12 15112 LL '; s 18,112 r r .^, 20 Note, Explanation of symba's is sr COLORADO DIVISION OF WATEP RESOURCES ice Use Only �Form v€ G-46 (11,€2e i DEPARTMENT OF NATURAL RESOURCES ,,,� 9313 SHEyRM . €., Step 824, DE VER CO 80203 v MONITORINGIOBSERVATION' Water Well Permit Application Review instructions on reverse side prior to completing form, 1 he form must be typed, completed online or it black or blue ink, 1. Well Crier Information Narre o'oef .Case Of Well Skylark Lake Creek LLC c/o Jay ;ire court Use of this well is limited to monitoring eater levels and/or water duality sampling 328 Mill Creek Circle 7, Well Data (proposed) CEtr Scat:=. Z '- v ,"j depth Vail Co 81687 6 , to ; C; ��� Tributary of Lake Creek ;# s,e i i }, : ; # £ ::., 8. Consultant Information of applicable) 9710-477-257 taprocouri@aol.com . Type Of �lioatios� (ch �k appltoabla t�a�osj Stephanie Lord -Johnson 0 Use existing ,veil Pepiariament .car existing {rnnitr it g well- Construct nes ve;; Architects i'erilit no,:Berglund Other: Mac i .bees € . Refer To (if applicable) PO BOX 2378 ..r.tv_..ei T? -F .j;;:d MH- 1 M4onitohng Well [Lot Edwards co 81632 . Location Of Proposed Fell lip orta tl See in truetionr 9 11rr � ,' 76 9Z6y 3C 1 Cn{. Eagle ICE t,4= e NE 'A 9. Proposed Well Driller License (o t{onal}. Cvor. rr ,,. ;r ri .• s Ra zyry E w{ rqi _r,,i r. _ ;:_r 10. Name of Well Owner or Authorized Agent x $ The making of fake statements herein cons) totes ped v in the second G '� 82 degree, rit'1iGii i5 punishable as .5 class 1 misdemeanor plirSs_.-ar3t to C,h?.,"a. . 2 1- 4-104 (13Xa), l have read the statements herein know the ^,fjntents thereat and State thq( the ;r arc- true to my, , t?G-'lt?G'ge e {#;nz N S Ft ,: i_:n 4...... i 9 _-4.. na t:`}a ,.,. .:'is'• .sY?f NA elo"tr ,_r{ ,_ scr, Y-n�,`tanc ,� yr r _Mw•r, 4!0 Stephanie Lord -Johnson 0212 ,12C12 087 Lake Creek Road feet directicr, ih-_ P,ml tCi _,n_£r'.r lamluwne_. Stephanie Lord -Johnson, Consultant 887 Lake Creek Road„ Edwards, CO 81632 Office Use Only Optional: GP6v-.,oi,,ocatirjn. infomrjiuon in Ji"' Pw—nat { J rn sl i i s..3, S L6 `', ror rc' J,G r_! Sc $ „gs as f0,,,,#;r'5: z_t3'i? 7 i -' r �.r, . .;tAtq Rec6t t %errs nril'y ......_.._ _.v Datuni must be NAD3 t,r:._.,.€M: .._.,.._ Per;ia riper to sax Datum to NAD83 L; 5. Property Owner information I Skylark Late Creep L C c/o Jay Precourt i 328 Mill Creek Circle Vail CG 8165 S 77 F. „� Memorandum To: Environment@EagleCounty.us 24 CC: Todd Mann, Schaeffer Const, Ted Johnson, Edwards Exc. aFng.1w. From: Glenn Palmer AEI, 970-926-3373ph. 970-926-3390(fax); Palmer@alpinecivil.com Dates: October 25, 2013 ; October 28, 2013; November 22, 2013 Re: Precourt, Lake Creek Septic System. On Thursday, October 24, 2013 and Monday Oct 28th, I visited the site for the purpose of reviewing the septic system installation. Summary: the septic system installation appears to have been installed per plans and specifications . November 21, 2013: I understand that the Eliminite system has been hooked up by Peter Petrovski. An outlet filter was installed on the septic tank outlet, which should be rinsed off per manufacturer's recommended frequency. The following was observed: 1. Oct 25: Piping was being installed from the house to the septic tanks. The pipe material, size, and bedding appeared to be consistent with the plans. 2. Oct 25": The location where the two sewer pipes(backwash and sewer) leaving the garage area which was shifted south approximately 25 feet. (Added to As-Bilt). 3. The Number of Infiltrator units, depth and layout of the absorption area was reviewed. 4. The septic tank (grey and black water) internal piping was reviewed. 5. DIP sewer cleanout caps were on site, and to be placed on all infiltrator inspection portals and cleanouts, to provide a better appearance cleanout in hndscape areas, and allow for (metal detector location) in landscape areas). Reportedly done/completed by Edwards Exc. 6. THe access ports and lids to the septic tank are plastic, and are screwed into place. Oct 28 ": Some re -bar or other metal was recommended to be placed around the outside of all tank lids, at about 6" deep to allow for metal detector location. Reportedly completed by Edwards Excavating, 11122113. 7. An Eliminite Filter was installed on the outlet to the septic tank. It is located in the OUTLET TEE of the tank #1, and should be rinsed off/cleaned when the tank is pumped, or if it is clogged, or at frequencies as recommended by the manufacturer. A note was provided under the septic tank lid, " Clean filter in outlet tee when pumped". The note was placed in a ziplock bag, along with the owners manual (for the filter), and taped to the access lid. 8. The existing septic tank was removed from the site. 9. a. Edwards ExcavatinglTed Johnson provided "as built" information to AEL• info is also provided on the Attached "As•Bilt"plans. Legend: A= NE corner of house November25, 2013 B= Eliminite Electrical Junction Box, Mounted on a Green 6 x6 wood post C= Fire Dept Dry standpipe: galvanized steel in courtyard. E= San Sewer cleanout F= SW comer of absorption field G= SE corner of absorption field H= SE comer of absorption field G= NW corner of absorption field W= Well #1= 2000 gallon Septic tank #2= Eliminite Tank #3= 1000 gallon Backwash tank Swing Tie Table Tank #1 Tank#2 Tank#3 CO#E F: SW comer G: SE Corner H: NWComer Septic Eliminite Backwash Absomt Field Absorpt Field Absorot Field #A 50.5' 59' 64' 30' 137' #B 18' 8.5" 15.5' #C 78.5' 71' 60.5' 67' 100, 63' Well 128' 10. The grey water pipe now has cleanouts located near the sewer pipe: I recommended that the caps on the cleanouts be labeled and or colored. THe plastic caps, under the metal caps were marked with a magic marker, to denote "greywater backwash" or `Blackwater" 11. Oct 24'": The Septic Tank, Eliminite Tank, and Greywater tanks were installed, and, and reviewed prior to and during backfill. The tanks appeared to be consistent with the plans and specs (size, material, location). The Eliminite tank was rotated 90 degrees, to more appropriately line up with piping to and from the tank, and will be noted on the as -built. 12. Oct 2811: THe internal piping/tees were installed on Oct 28, and reviewed. 13. I did not go inside the building, but talked to Todd Mann (General Contractor) who said the grey line was only connected to mechanical room floor drains and water softener backwash. 14. Oct 24'": Installation of piping from the septic tanks to the infiltrator units is next, which will be observed at appropriate stages (per plan general note #17). October 28, 2013:The piping from the tanks was installed from the septic tanks to the first row of infiltrators, and then in a serial format (per plans). The depth of cover appeared to be a consistent Ifoot depth on all infiltrator units. The number of rows and units conformed to the plan (6 rows at 92 feet) with 6 It separation. 15. Oct 28`": The setback to the well was Measured, and ok (minimum 122 ft required, 128 provided). Glenn Palmer, PE PalmerasaSepHcObwrveNOV 2013.dm 7/11/12 Eagle County Government Mail - Saline disenfection/Septic ,I EAGLE CQU Saline disenfection/Septic Glenn Palmer <Palmer@alpinecivil.com> To: #environment <environment@eaglecounty.us> Terri Vroman <terri.vroman@eaglecounty.us> Mon, Jul 9, 2012 at 3:26 PM The Precourt Residence wanted to see if the pool backwash system could go to the septic system. For now, I asked them to tell me 1) how much volume of backwash, 2) how frequently, and 3)what was in the backwash. The pool uses saline disinfection. When I get info, I'll let you know. Glenn Ray Merry <ray.merry@eaglecounty.us> To: Glenn Palmer <Palmer@alpinecivil.com> Cc: #environment <environment@eaglecounty.us> Thanks for letting us know, Glenn. A few things come to mind: Mon, Jul 9, 2012 at 6:03 PM I think backwash water volume will be determined by pool volume and rate of water exchange which can be up to 5% of the volume. If the wastewater in the septic tank becomes saline, solids may end up floating as opposed to settling in non - saline water, causing pass -through of the solids and clogging of the soil treatment area. I'm a little concerned about adding salinity to the Lake Creek alluvium. I don't think we know enough about existing conditions to know if we'd be contributing salinity to Lake Creek over time but it is worth thinking about. Maybe we could evaluate how the ions would beha\&-, when discharged into the soils on site and maybe an argument could be made that the soils would attract and sequester the sodium and chloride ions? We should probably have you contact Tom Kallenbach with Eliminite to see if the backwash water may cause the aerobic microbes on the metarocks to become compromised. It sounds like the sort of thing that may deserve evaporation, depending on the volume but what about the winter months? These are simply my preliminary thoughts to help brainstorm a feasible alternative. [Quoted text hidden] Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 https://mail.google.com/mail/?ui=2&ik=30478a9c52&view=pt&search=inbox&th=1386da28d58aab2a 1 /2 These results may be invalid. Ordered By: Aqua Tec Systems, Inc. P.O. Box 488 Glenwood Springs, CO 81602-0488 ATTN: Tom Platzer Client: This informational water quality report compares the actual test result to national standards as defined in the EPA's Primary and Secondary Drinking Water Regulations. Informational Water Quality Report Sample Number: Collection Date and Time: Received Date and Time: Date Completed: 826492 3/15/2012 12:20 3/16/2012 09:00 3/26/2012 Well Water Definition and Legend The contaminant was not detected in the sample above the minimum detection level. The contaminant was detected at or above the minimum detection level, but not above the referenced standard. The contaminant was detected above the standard, which is not an EPA enforceable MCL. The contaminant was detected above the EPA enforceable MCL. mg/L (ppm): The lowest level that the laboratory can detect a contaminant. ND:The contaminant was not detected above the minimum detection level. Minimum Detection Level (MDL): Unless otherwise indicated, results and standards are expressed as an amount in milligrams per liter or parts per million. PrecourtLocation: Type of Water: Watercheck w/PO Primary Standards:Are expressed as the maximum contaminant level (MCL) which is the highest level of contaminant that is allowed in drinking water. MCLs are enforceable standards. Secondary standards:Are non-enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,or color) in drinking water. Individual states may choose to adopt them as enforceable standards. Action levels:Are defined in treatment techniques which are required processes intended to reduce the level of a contaminant in drinking water. 6571 Wilson Mills Rd Cleveland, Ohio 44143 1-800-458-3330 NA:The contaminant was not analyzed. Microbiologicals Total Coliform and E.coli were ABSENT in this sample.Total Coliform by P/A Inorganic Analytes - Metals NDAluminum mg/L 0.2 EPA Secondary 0.1 NDArsenic mg/L 0.010 EPA Primary 0.005 NDBarium mg/L 2 EPA Primary 0.30 NDCadmium mg/L 0.005 EPA Primary 0.002 109.0Calcium mg/L --2.0 NDChromium mg/L 0.1 EPA Primary 0.010 NDCopper mg/L 1.3 EPA Action Level 0.004 0.067Iron mg/L 0.3 EPA Secondary 0.020 NDLead mg/L 0.015 EPA Action Level 0.002 16.40Magnesium mg/L --0.10 0.005Manganese mg/L 0.05 EPA Secondary 0.004 NDMercury mg/L 0.002 EPA Primary 0.001 NDNickel mg/L --0.020 1.7Potassium mg/L --1.0 NDSelenium mg/L 0.05 EPA Primary 0.020 8.0Silica mg/L --0.1 NDSilver mg/L 0.1 EPA Secondary 0.002 6Sodium mg/L --1 NDZinc mg/L 5 EPA Secondary 0.004 Physical Factors 150Alkalinity (Total as CaCO3)mg/L --20 340Hardness mg/L 100 NTL Internal 10 7.2pH pH Units 6.5 to 8.5 EPA Secondary 410Total Dissolved Solids mg/L 500 EPA Secondary 20 0.3Turbidity NTU 1.0 EPA Action Level 0.1 Status Contaminant Results Units National Standards Min. Detection Level Page 2 of 6 Sample: 826492Product: Watercheck w/PO3/26/2012 8:30:20 AM Inorganic Analytes - Other 9.2Chloride mg/L 250 EPA Secondary 5.0 NDFluoride mg/L 4.0 EPA Primary 0.5 NDNitrate as N mg/L 10 EPA Primary 0.5 NDNitrite as N mg/L 1 EPA Primary 0.5 NDOrtho Phosphate mg/L --2.0 170.0Sulfate mg/L 250 EPA Secondary 5.0 Organic Analytes - Trihalomethanes NDBromodichloromethane mg/L --0.002 NDBromoform mg/L --0.004 NDChloroform mg/L --0.002 NDDibromochloromethane mg/L --0.004 NDTotal THMs mg/L 0.080 EPA Primary 0.002 Organic Analytes - Volatiles ND1,1,1,2-Tetrachloroethane mg/L --0.002 ND1,1,1-Trichloroethane mg/L 0.2 EPA Primary 0.001 ND1,1,2,2-Tetrachloroethane mg/L --0.002 ND1,1,2-Trichloroethane mg/L 0.005 EPA Primary 0.002 ND1,1-Dichloroethane mg/L --0.002 ND1,1-Dichloroethene mg/L 0.007 EPA Primary 0.001 ND1,1-Dichloropropene mg/L --0.002 ND1,2,3-Trichlorobenzene mg/L --0.002 ND1,2,3-Trichloropropane mg/L --0.002 ND1,2,4-Trichlorobenzene mg/L 0.07 EPA Primary 0.002 ND1,2-Dichlorobenzene mg/L 0.6 EPA Primary 0.001 ND1,2-Dichloroethane mg/L 0.005 EPA Primary 0.001 ND1,2-Dichloropropane mg/L 0.005 EPA Primary 0.002 ND1,3-Dichlorobenzene mg/L --0.001 Status Contaminant Results Units National Standards Min. Detection Level Page 3 of 6 Sample: 826492Product: Watercheck w/PO3/26/2012 8:30:20 AM ND1,3-Dichloropropane mg/L --0.002 ND1,4-Dichlorobenzene mg/L 0.075 EPA Primary 0.001 ND2,2-Dichloropropane mg/L --0.002 ND2-Chlorotoluene mg/L --0.001 ND4-Chlorotoluene mg/L --0.001 NDAcetone mg/L --0.01 NDBenzene mg/L 0.005 EPA Primary 0.001 NDBromobenzene mg/L --0.002 NDBromomethane mg/L --0.002 NDCarbon Tetrachloride mg/L 0.005 EPA Primary 0.001 NDChlorobenzene mg/L 0.1 EPA Primary 0.001 NDChloroethane mg/L --0.002 NDChloromethane mg/L --0.002 NDcis-1,2-Dichloroethene mg/L 0.07 EPA Primary 0.002 NDcis-1,3-Dichloropropene mg/L --0.002 NDDBCP mg/L --0.001 NDDibromomethane mg/L --0.002 NDDichlorodifluoromethane mg/L --0.002 NDDichloromethane mg/L 0.005 EPA Primary 0.002 NDEDB mg/L --0.001 NDEthylbenzene mg/L 0.7 EPA Primary 0.001 NDMethyl Tert Butyl Ether mg/L --0.004 NDMethyl-Ethyl Ketone mg/L --0.01 NDStyrene mg/L 0.1 EPA Primary 0.001 NDTetrachloroethene mg/L 0.005 EPA Primary 0.002 NDTetrahydrofuran mg/L --0.01 NDToluene mg/L 1 EPA Primary 0.001 NDtrans-1,2-Dichloroethene mg/L 0.1 EPA Primary 0.002 Status Contaminant Results Units National Standards Min. Detection Level Page 4 of 6 Sample: 826492Product: Watercheck w/PO3/26/2012 8:30:20 AM NDtrans-1,3-Dichloropropene mg/L --0.002 NDTrichloroethene mg/L 0.005 EPA Primary 0.001 NDTrichlorofluoromethane mg/L --0.002 NDVinyl Chloride mg/L 0.002 EPA Primary 0.001 NDXylenes (Total)mg/L 10 EPA Primary 0.001 Organic Analytes - Others ND2,4-D mg/L 0.07 EPA Primary 0.010 NDAlachlor mg/L 0.002 EPA Primary 0.001 NDAldrin mg/L --0.002 NDAtrazine mg/L 0.003 EPA Primary 0.002 NDChlordane mg/L 0.002 EPA Primary 0.001 NDDichloran mg/L --0.002 NDDieldrin mg/L --0.001 NDEndrin mg/L 0.002 EPA Primary 0.0001 NDHeptachlor mg/L 0.0004 EPA Primary 0.0004 NDHeptachlor Epoxide mg/L 0.0002 EPA Primary 0.0001 NDHexachlorobenzene mg/L 0.001 EPA Primary 0.0005 NDHexachlorocyclopentadiene mg/L 0.05 EPA Primary 0.001 NDLindane mg/L 0.0002 EPA Primary 0.0002 NDMethoxychlor mg/L 0.04 EPA Primary 0.002 NDPCB mg/L 0.0005 EPA Primary 0.0005 NDPentachloronitrobenzene mg/L --0.002 NDSilvex 2,4,5-TP mg/L 0.05 EPA Primary 0.005 NDSimazine mg/L 0.004 EPA Primary 0.002 NDToxaphene mg/L 0.003 EPA Primary 0.001 NDTrifluralin mg/L --0.002 Status Contaminant Results Units National Standards Min. Detection Level Page 5 of 6 Sample: 826492Product: Watercheck w/PO3/26/2012 8:30:20 AM Status Contaminant Results Units National Standards Min. Detection Level We certify that the analyses performed for this report are accurate, and that the laboratory test were conducted by methods approved by the U.S. Environmental Protection Agency or variations of these EPA methods. These test results are intended to be used for informational purposes only and may not be used for regulatory compliance. National Testing Laboratories, Ltd. NATIONAL TESTING LABORATORIES, LTD Page 6 of 6 Sample: 826492Product: Watercheck w/PO3/26/2012 8:30:20 AM EAGLE COUNTY, CO 200615039 TEAK J SIMONTON 370 P9s: 8 12:17:30PM 06 f 07/2006 REC= $0.00 DOC' $ r� Commissioner moved adoption of the following Resolution: BOARD OF COUNTY COMMISSIONERS COUNTY OF EAGLE, STATE OF COLORADO RESOLUTION NO. 2006 - OS5 APPROVAL OF THE TYPE A MINOR SUBDIVISION FOR THE PALMEROSA RANCH SUBDIVISION FILE NOS. SMA-00028 WHEREAS, on or about March 13, 2006, the County of Eagle, State of Colorado, accepted for filing applications submitted by Palmerosa Development Company, LLC, (hereinafter "Applicant") for approval of a Type A Minor Subdivision for the Palmerosa Ranch Subdivision, File No. SMA-00028; and, WHEREAS, the Applicant requested the approval of a Type A Minor Subdivision for a proposed development consisting of 3 residential lots, on a 43.689 acre site generally referred to as Palmerosa Ranch; and, WHEREAS, notice of the Preliminary Plan was given to all proper agencies and departments as required by the Eagle County Land Use Regulations, Section 5-210.E; and, WHEREAS, at its regular public hearing of May 16, 2006, the Eagle County Board of Commissioners (hereinafter "Board"), considered the proposed Subdivision; associated plans; and the statements and concerns of the Applicant, the Eagle County Community Development and Engineering Staff, and other interested persons. BASED ON THE EVIDENCE BEFORE IT, THE BOARD FINDS AS FOLLOWS: Pursuant to Eagle County Land Use Regulations Section 5-280.B.3.e. Standards for the review of a Preliminary Plan for Subdivision: Consistent with Master Plan. [Section 5-290.G. l .a.] - The Subdivision is consistent with the Comprehensive Plan and the Future Land Use Map (FLUM). 200615039 1 OF 8 2. Consistent with Land Use Regulations. [Section 5-290.G.1.b.] - The proposed subdivision does comply with all of the standards of this Section and all other provisions of the Land Use Regulations, including, but not limited to, the applicable standards of Article 3, Zone Districts, and Article 4, Site Development Standards. 3. Spatial Pattern Shall Be Efficient. [Section 5-290.G.1.c.] - The proposed subdivision is located and designed to avoid creating spatial patterns that cause inefficiencies in the delivery of public services, or require duplication or premature extension of public facilities, or result in a "leapfrog" pattern of development. 4. Suitability for Development. [Section 5-290.G. IA.] - The property proposed to be subdivided is suitable for development, considering its topography, environmental resources and natural or man-made hazards that may affect the potential development of the property, and existing and probable future public improvements to the area. 5. Compatible With Surrounding Uses. [Section 5-290.G.1.e.] - With the recommended conditions of approval, the proposed subdivision is compatible with the character of existing land uses in the area and should not adversely affect the future development of the surrounding area. 6. Improvements Agreement. [Section 5-290.G.1.f.] - An adequate improvements agreement has been provided. 7. Conformance with Final Plat Requirements. [Section 5-290.G.1.g.] - The application does conform to the Final Plat requirements and other applicable regulations, policies, standards, and guidelines. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF THE COUNTY OF EAGLE, STATE OF COLORADO: THAT, subject to the conditions set forth below, the application for the Type A Minor Subdivision for the Palmerosa Ranch Subdivision be and is hereby approved: 2 200615039 2 OF 8 1. The Applicant shall provide, prior to final approval of the plat for this subdivision, a Detailed Landscape Plan per Section 4-220.C., Detailed Landscape Plan, of the Land Use Regulations which is consistent with the conceptual landscape and irrigation plans provided as part of the application, and the Applicant shall provide a guarantee for the installation of the proposed landscaping and irrigation systems pursuant to Section 4-240., Installation and Maintenance Requirements. 2. The Applicant shall fully implement all wildlife -related mitigation measures set forth in the Wildlife Section of the Environmental Impact Report prepared by Jerry Powell, Wildlife Specialties, LLC. 3. The Applicant shall provide, prior to approval of the final plat for the development, complete engineering and construction drawings and other engineering detail which are satisfactory to the County Engineer. 4. The developer shall fully implement the recommendations included in and based upon the Revised Wetland Delineation Report, dated August 2005, prepared for this site by Western Ecological Resource, Inc.; the Geologic Site Assessment, dated September 28, 2005, and the Preliminary Geotechnical Engineering Study, dated September 15, 2005, both prepared for this site by Hepworth-Pawlak Geotechnical, Inc.; the Preliminary 100-Year Floodplain Study and Drainage Report, dated September 2005, prepared for this site by Alpine Engineering, Inc.; and the following recommendations of the Colorado Geological Survey in its letter dated November 7, 2005: a. The developer shall be responsible for constructing a diversion berm, satisfactory to the County Engineer, to deflect potential debris and floodwater away from the building envelope on Lot 1. b. Since the land to be developed has been pasture for a number of years, the developer shall inform contractors that any organic matter in the soil shall not be used for structural fill and shall be removed prior to foundation placement. c. Since evaporate soils in the region are typically found to be corrosive to concrete, the developer shall inform contractors that any structures in contact with soils that are found to be corrosive shall utilize Type II cement. f. The final plat shall include notes which are substantially as follows: i. A slope stability analysis may be required by the Chief Building Official prior to the construction of any structures in this subdivision. 200615039 3 OF 8 ii. Due to one or more known sinkholes on this site, a site -specific soils investigation, as well as direct observation of the foundation excavation, shall be required in order to verify the soil conditions for each building site. iii. Due to shallow groundwater on the site, engineered septic systems shall be required in areas of shallow groundwater. The bottom of each leach field shall be at least 4 feet above the groundwater at the high water mark, and below -grade construction, such as basements, shall include foundation and perimeter drains. iv. The potential exists for debris flow and/or sediment laden flooding from the slopes above the property to the west of the building envelope on Lot 1. A diversion berm, satisfactory to the County Engineer, shall be required to deflect potential debris and floodwater away from the building envelope on Lot 1. V. Since the land to be developed has been pasture for a number of years, any organic matter in the soil shall not be used for structural fill and shall be removed prior to placement of any foundations. vi. Since evaporate soils in the region are typically found to be corrosive to concrete, any structures in contact with soils that are found to be corrosive shall utilize Type II cement. Notes shall be included on the final plat for this subdivision requiring the following: a. Noncombustible roofing materials shall be required on all structures. b. In order to reduce wildfire hazard, the pasture shall be irrigated throughout the summer months. 6. The Applicant shall provide, prior to approval of the final plat, evidence satisfactory to the County Engineer that the private water system will be operated and maintained on a sound organizational and financial basis and shall demonstrate that the covenant restrictions in this regard will remain in effect and will be adequately enforceable. 7. A satisfactory final plat, improvements agreement and other required documents and payments necessary for final plat approval shall be presented for final approval to the Board of County Commissioners on the Consent Agenda at the 4 200615039 4 OF 8 first available regular Board meeting after which the documents, plat and payments are available. 8. Based on the income and housing cost data current and available at the time, payments in lieu to mitigate employee -linkage housing impacts shall be paid prior to the time that building permits are issued for Lot 2 and Lot 3, respectively, and the final plat shall include a note which reads as follows: "Workforce Housing Guideline payments shall be subject to the conditions of approval adopted in File Number SMA-00028". 4. Except as otherwise modified by these conditions, all material representations of the Applicant in this application and all public meetings shall be adhered to and be considered conditions of approval. THAT, the Palmerosa Ranch Site Plan, attached hereto as Exhibit "A", be and is hereby approved; THAT, the Palmerosa Ranch Landscape Plan, attached hereto as Exhibit `B", be and is hereby approved; THE BOARD further finds, determines and declares that this Resolution is necessary for the health, safety and welfare of the inhabitants of the County of Eagle, State of Colorado. 5 200615039 5 OF 8 MOVED, READ AND ADOPTED by the Board of County Commissioners of the County of Eagle, State of Colorado, at its regular meeting held the day of , 2006, nunc pro tunc to the 16th day of May 2006. Clerk to the Board of County Commissioners COUNTY OF EAGLE, STATE OF COLORADO, by and Through Its BOARD OF COUNTY COMMLSS Peter F. Runyon , / ,►tW;-�t► Commissioner Commissioner seconded adoption of the foregoing resolution. The roll having been called, the vote was as follows: Commissioner Am M. Menconi Commissioner Peter F. Runyon Commissioner Tom C. Stone This Resolution passed by �! r� vote of the Board of County Commissioners of the County of Eagle, State of Colorado. 0 200615039 6 OF 8 Z 200615039 7 OF 8 rcu V / C o co c: �y k CU C .4 / W U) O J r f ! t� e jj 'ef� rFCC ourr- PROJECT E-9- � Z-z? ik (- & 3-is-Iaa(a PROJECT project description PROJECT CONTACTS documents enclosed notes SIDE/PROFILE OF SEPTIC TANK Description The ECS Series of single phase AC current sensors is a universal, overcurrent or undercurrent sensing control. Detects over or under current events like locked rotor, loss of load, an open heater or lamp load, or proves an operation is taking place or has ended. UNDER/OVEI CURREN- SELECTOf TRIP DELAY DI 0.5SEC-50SEC TRIP POINT DI 2A-20A LED 1GROUND LEVELI Operation Input voltage must be supplied at all times for proper operation. When a fault is sensed throughout the trip delay, the output relay is energized. When the current returns to the normal run condition, the output and the delay are reset. If a fault is sensed and then corrected before the trip delay is completed, the relay will not energize and the trip delay is reset to zero. Adjustment Select the desired function, over or under current sensing. Set the trip point and trip delay to approximate settings. Apply power to the ECS and the monitored load. Turn adjustment and watch the LED. LED will light; turn slightly in opposite direction until LED is off. Adjustment can be done while connected to the control circuitry if the trip delay is set at maximum. FUNCTION Overcurrent I> TP D Undercurrent I< TD R a-0 TP N0CC NC TP = Trip Point R = Reset OC = Monitored Current NO = Normally Open Contact NC = Normally Closed Contact A = Sensing Delay On Start Up TD = Trip Delay ABB ECS SERIES CURRENT SENSOR 0 20A CIRCUIT BREAKERS NEMA 4X. ENCLOSURE MOTOR. CONTACTORS NEC COMPLIANT GROUNDING ROD ELIMINITE PUMP (PUMP1) DRAINFIELD PUMP (PUMP2) PUMP CIRCUIT DRAWN AC 4/09 CHECKED DATE DATE FLOW ■ ■ ■ CONTROL CIRCUIT mmmmmmOmmmm SIEMENS d�C 0 u SIDE/PROFILE OF 120C METAROCKS®TREATMENT MEDIA 105 FT-3 15 LIGHT SIEMENS LOGO! CONTROLLER AGC TYPE HEATER FUSE BUSSMAN 0.5A, / caAnev1xi""" 250V AGC CONTROL/ALARM FUSE BUSSMAN 2A, Ppmpl 250V ] Auto ,twd ELIMINITE PUMP ] (PUMP 1) HW PPWP2 AuOo Off H-d(PUMP2) DRAINFIELD PUMP INCOMING SERVICE CONNECTION FROM T61 ® MAIN SERVICE PANEL PROVIDE SEPARATE 1 CONTROL AND PUMP 2 CIRCUITS 4 L RESET/TOGGLE 5 SWITCH ALARM 6 SILENCE 7 8 O u 14 8 0 mmmmmm0mmmm SIEMENS 0 4 D 0 wRc ESC OK LOGO! a eE01 0e2-1F300-00A Pl�)2 Pl�)2 PM2 PU2 DISPLAYING COUNTERS -Press the A or v keys to scroll through the counters. TIMER SETTING INSTRUCTIONS: -Press the v key until the clock/date screen is displayed. -Press the "ESC" key. -Press the V key to "Set Parom" and press the "OK" key. -Press the A or V keys to display the different parameters: ON TMR = ELIMINITE PUMP ON TIME OFF TMR = ELIMINITE PUMP OFF TIME FAIL THE = ELIMINITE PUMP FAIL DELAY -Press the "OK" key on the parameter that needs to be set. -Press the keys to change the increments. -Press the "OK" key to save the parameter setting. -Press the A, or V keys to change the next parameter or press the "ESC" key twice to exit back to the counter display screens. RESETTING AN ELIMINITE PUMP FAILURE: -Hold the TEST, NORMAL, SILENCE switch in the SILENCE position for 3 seconds. HIGH LEVEL ALARM (_8 DRAINFIELD PUMP ON g DRAINFIELD PUMP OFF 1 O LOW LEVEL OFF SWITCH (1 1 CAUTION Nonmetallic enclosure does not provide grounding between conduit connections. Use grounding bushings and jumper wires. Use hubs or fittings with the some environmental rating as the enclosure. The bottom of the enclosure is reserved for conduit entrance. Conduit must maintain one inch spacing from live parts. ELECTRICAL SHOCK HAZARD DISCONNECT ALL POWER SOURCES BEFORE SERVICING. FAILURE TO DO SO COULD RESULT IN SERIOUS INJURY OR DEATH. NO.1 REVISIONS IBY I DATE DESIGNED / 4 09 THOMAS J. KALL NBACH, P.E. 120C GENERAL LAYO UT AND COPYRIGHT 2008 ELIMINITE. INC. ALL RIGHTS RESERVED. PRINTED IN THE UNITED DATE PROJECT ENGINEER STATES OF AMERICA. NO PART OF THIS DOCUMENT IN DETAIL OR CONCEPT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE APPROVED WITHOUT THE PRIOR WRITTEN PERMISSION OF ELIMINITE, INC. DATE PROJECT MANAGER LAT�RAL 4 3-0" 34" r 52 ' - 0" 7 LATERAL 3 DIMENSIONED 120C 11'-0" MOUND SOIL TO COMPENSATE FOR SETTLING FILTER FABRIC C LEAN IASHED RAVEL LATERAL SCH. 40 PVC LATERAL DO NOT COMPACT SOIL ORIFICES POINT DOWN SCARIFY TRENCH LATERAL 2 LATERAL 1 BOTTOM WITH HAND RAKE TO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONNEL OR MACHINERY SHALL NOT BE ALLOWED ON TRENCH BOTTOM IGH LEVEL g LARM SWITCH )RAINFIELD PUMP ON O "LOAT SWITCH )RAINFIELD PUMP OFF (CO /ARIES SEE TABLE -OW LEVEL 11 OFF SWITCH Eliminite Inc. D ETA LS SCIENTISTS* ENGINEERS *INVENTORS 3323 FRONTAGE R D.*TH REEFO RKS* MONTANA 59752* 888-406-2289*FAX 406-388-7549 DISTANCE DOWN FROM ON FLOAT (in) DOSE VOLUME (GAL) 1 31.8 2 63 3 94 4 125.4 5 157 6 189 7 220 8 252 9 283 10 315 11 346 12 378 SCHEDULE OF PARTS 0. DESCRIPTION 1 RECIRCULATION PUMP 2 DISCHARGE PUMP 3 INLET 4" DIA SCH 40 PVC 4 DISCHARGE 2" DIA SCH 40 PVC 5 POLYLOCK RISER 24" DIA 6 POLYLOCK LID W INSULATION 7 SUBGRADE INSULATION 2" THICK MIN 8 HIGH LEVEL ALARM FLOAT SWITCH 9 DRAINFIELD PUMP ON FLOAT SWITCH 10 DRAINFIELD PUMP OFF FLOAT SWITCH 11 LOW LEVEL OFF SWITCH 12 SPRAY BAR ASSEMBLY 13 SPRAY NOZZLE 14 LUNG AIR ENTRAINMENT DEVICE 15 AIR DISCHARGE LINE 16 DENITRIFICATION RETURN LINE 17 FLOAT STAND 18 QUICK RELEASE COUPLING 19 FRESH AIR INTAKE 20 METAROCKS SUPPORT FRAME 21 ELECTRICAL JUNCTION BOX 22 SPRAY BAR SUPPORT CLAMP 23 EFFLUENT FILTER OSHA Compliant Excavation Ellminke 120C Delivery Truck Acem NOTE: DELIVERY TRUCK MUST BE ABLE TO BACK IN PERPENDICULAR TO LONG DIMENSION OF EXCAVATION. IF THE EXCAVATION IS TOO WIDE OR UNSTABLE TO ACCOMMODATE REQUIRED MAXIMUM DISTANCE BETWEEN TRUCK AND EDGE OF EXCAVATION, A CRANE CAPABLE OF INSTALLING THE TANK WILL BE REQUIRED ON SITE. NOTES: 1. DRAINFIELD SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO APPROVED PROJECT PLANS FOR ACTUAL REQUIREMENTS. 2. TANKS MUST BE INSTALLED ON A FIRM STABLE BASE. SETTLEMENT MAY RESULT IN DAMAGE TO COMPONENTS. 3. SOME DIMENSIONS MAY VARY BY LOCATION DUE TO DIFFERENCES IN TANK FORMS. DIMENSIONS SHOWN APPLY TO TANKS SHIPPED FROM ELIMINITE IN THREE FORKS, MONTANA. 4. DRAINFIELD PUMPS CAN BE INSTALLED AT THE FACTORY. PLEASE CONTACT ELIMINITE, INC. FOR DETAILS. 5. FULL INSTALLATION INSTRUCTIONS CAN BE FOUND IN ELIMINITE C SERIES INSTRUCTION MANUAL. 6. CONTROL PANEL SHOULD NOT BE MOUNTED DIRECTLY TO THE WALL OF THE FACILITY/HOME OR IN ANY OTHER LOCATION WHERE OCCUPANTS WOULD BE DISTURBED BY THE SOUND GENERATED WHEN THE PANEL MOTOR CONTACTORS ENGAGE. 7. WIRE TO WIRE CONNECTIONS MUST BE COMPLETED WITH WATERPROOF CONNECTORS. 8. ALTERNATE CONFIGURATIONS AND MATERIALS OF CONSTRUCTION AVAILABLE. CONSULT ELIMINITE, INC. FOR DETAILS. 9. HIGH LEVEL ALARM, DRAINFIELD ON AND LOWLEVEL OFF FLOATS ARE PRESET. REFER TO CHART FOR DRAINFIELD OFF FLOAT SETTING. 10. AUTOMATIC TELEPHONE DIALERS ARE AVAILABLE AS AN OPTION. SPECIFY WIRED, WIRELESS OR CELLULAR. 11. WEIGHT DRY APPROX. 25,000 LB 12. ELECTRICAL CONDUIT MUST BE FITTED WITH AN APPROPRIATE VAPOR SEAL TO PROTECT ELECTRICAL COMPONENTS FROM CORROSIVE GASES AND MOISTURE. 13. CONNECT HIGH LEVEL FLOAT TO TERMINAL 1 & 2 OF THE CONTROL PANEL. THE PURPOSE OF THIS FLOAT IS TO MONITOR LEVEL IN THE SEPTIC TANK AND PROVIDE AN ALARM IF THE EFFLUENT FILTER BEGINS CLOSING. 14. ALTERNATE RISERS, LIDS AND CONTROLS AVAILABLE, CONTACT ELIMINITE, INC. FOR DETAILS. PROJECT NO. SHEET NO. SIDE/PROFILE OF SEPTIC TANK Description The ECS Series of single phase AC current sensors is a universal, overcurrent or undercurrent sensing control. Detects over or under current events like locked rotor, loss of load, an open heater or lamp load, or proves an operation is taking place or has ended. UNDER/OVEI CURREN- SELECTOf TRIP DELAY DI 0.5SEC-50SEC TRIP POINT DI 2A-20A LED 1GROUND LEVELI Operation Input voltage must be supplied at all times for proper operation. When a fault is sensed throughout the trip delay, the output relay is energized. When the current returns to the normal run condition, the output and the delay are reset. If a fault is sensed and then corrected before the trip delay is completed, the relay will not energize and the trip delay is reset to zero. Adjustment Select the desired function, over or under current sensing. Set the trip point and trip delay to approximate settings. Apply power to the ECS and the monitored load. Turn adjustment and watch the LED. LED will light; turn slightly in opposite direction until LED is off. Adjustment can be done while connected to the control circuitry if the trip delay is set at maximum. FUNCTION Overcurrent I> TP D Undercurrent I< TD R a-0 TP N0CC NC TP = Trip Point R = Reset OC = Monitored Current NO = Normally Open Contact NC = Normally Closed Contact A = Sensing Delay On Start Up TD = Trip Delay ABB ECS SERIES CURRENT SENSOR 0 20A CIRCUIT BREAKERS NEMA 4X. ENCLOSURE MOTOR. CONTACTORS NEC COMPLIANT GROUNDING ROD ELIMINITE PUMP (PUMP1) DRAINFIELD PUMP (PUMP2) PUMP CIRCUIT DRAWN AC 4/09 CHECKED DATE DATE FLOW ■ ■ ■ CONTROL CIRCUIT mmmmmmOmmmm SIEMENS d�C 0 u SIDE/PROFILE OF 120C METAROCKS®TREATMENT MEDIA 105 FT-3 15 LIGHT SIEMENS LOGO! CONTROLLER AGC TYPE HEATER FUSE BUSSMAN 0.5A, / caAnev1xi""" 250V AGC CONTROL/ALARM FUSE BUSSMAN 2A, Ppmpl 250V ] Auto ,twd ELIMINITE PUMP ] (PUMP 1) HW PPWP2 AuOo Off H-d(PUMP2) DRAINFIELD PUMP INCOMING SERVICE CONNECTION FROM T61 ® MAIN SERVICE PANEL PROVIDE SEPARATE 1 CONTROL AND PUMP 2 CIRCUITS 4 L RESET/TOGGLE 5 SWITCH ALARM 6 SILENCE 7 8 O u 14 8 0 mmmmmm0mmmm SIEMENS 0 4 D 0 wRc ESC OK LOGO! a eE01 0e2-1F300-00A Pl�)2 Pl�)2 PM2 PU2 DISPLAYING COUNTERS -Press the A or v keys to scroll through the counters. TIMER SETTING INSTRUCTIONS: -Press the v key until the clock/date screen is displayed. -Press the "ESC" key. -Press the V key to "Set Parom" and press the "OK" key. -Press the A or V keys to display the different parameters: ON TMR = ELIMINITE PUMP ON TIME OFF TMR = ELIMINITE PUMP OFF TIME FAIL THE = ELIMINITE PUMP FAIL DELAY -Press the "OK" key on the parameter that needs to be set. -Press the keys to change the increments. -Press the "OK" key to save the parameter setting. -Press the A, or V keys to change the next parameter or press the "ESC" key twice to exit back to the counter display screens. RESETTING AN ELIMINITE PUMP FAILURE: -Hold the TEST, NORMAL, SILENCE switch in the SILENCE position for 3 seconds. HIGH LEVEL ALARM (_8 DRAINFIELD PUMP ON g DRAINFIELD PUMP OFF 1 O LOW LEVEL OFF SWITCH (1 1 CAUTION Nonmetallic enclosure does not provide grounding between conduit connections. Use grounding bushings and jumper wires. Use hubs or fittings with the some environmental rating as the enclosure. The bottom of the enclosure is reserved for conduit entrance. Conduit must maintain one inch spacing from live parts. ELECTRICAL SHOCK HAZARD DISCONNECT ALL POWER SOURCES BEFORE SERVICING. FAILURE TO DO SO COULD RESULT IN SERIOUS INJURY OR DEATH. NO.1 REVISIONS IBY I DATE DESIGNED / 4 09 THOMAS J. KALL NBACH, P.E. 120C GENERAL LAYO UT AND COPYRIGHT 2008 ELIMINITE. INC. ALL RIGHTS RESERVED. PRINTED IN THE UNITED DATE PROJECT ENGINEER STATES OF AMERICA. NO PART OF THIS DOCUMENT IN DETAIL OR CONCEPT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE APPROVED WITHOUT THE PRIOR WRITTEN PERMISSION OF ELIMINITE, INC. DATE PROJECT MANAGER LAT�RAL 4 3-0" 34" r 52 ' - 0" 7 LATERAL 3 DIMENSIONED 120C 11'-0" MOUND SOIL TO COMPENSATE FOR SETTLING FILTER FABRIC C LEAN IASHED RAVEL LATERAL SCH. 40 PVC LATERAL DO NOT COMPACT SOIL ORIFICES POINT DOWN SCARIFY TRENCH LATERAL 2 LATERAL 1 BOTTOM WITH HAND RAKE TO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONNEL OR MACHINERY SHALL NOT BE ALLOWED ON TRENCH BOTTOM IGH LEVEL g LARM SWITCH )RAINFIELD PUMP ON O "LOAT SWITCH )RAINFIELD PUMP OFF (CO /ARIES SEE TABLE -OW LEVEL 11 OFF SWITCH Eliminite Inc. D ETA LS SCIENTISTS* ENGINEERS *INVENTORS 3323 FRONTAGE R D.*TH REEFO RKS* MONTANA 59752* 888-406-2289*FAX 406-388-7549 DISTANCE DOWN FROM ON FLOAT (in) DOSE VOLUME (GAL) 1 31.8 2 63 3 94 4 125.4 5 157 6 189 7 220 8 252 9 283 10 315 11 346 12 378 SCHEDULE OF PARTS 0. DESCRIPTION 1 RECIRCULATION PUMP 2 DISCHARGE PUMP 3 INLET 4" DIA SCH 40 PVC 4 DISCHARGE 2" DIA SCH 40 PVC 5 POLYLOCK RISER 24" DIA 6 POLYLOCK LID W INSULATION 7 SUBGRADE INSULATION 2" THICK MIN 8 HIGH LEVEL ALARM FLOAT SWITCH 9 DRAINFIELD PUMP ON FLOAT SWITCH 10 DRAINFIELD PUMP OFF FLOAT SWITCH 11 LOW LEVEL OFF SWITCH 12 SPRAY BAR ASSEMBLY 13 SPRAY NOZZLE 14 LUNG AIR ENTRAINMENT DEVICE 15 AIR DISCHARGE LINE 16 DENITRIFICATION RETURN LINE 17 FLOAT STAND 18 QUICK RELEASE COUPLING 19 FRESH AIR INTAKE 20 METAROCKS SUPPORT FRAME 21 ELECTRICAL JUNCTION BOX 22 SPRAY BAR SUPPORT CLAMP 23 EFFLUENT FILTER OSHA Compliant Excavation Ellminke 120C Delivery Truck Acem NOTE: DELIVERY TRUCK MUST BE ABLE TO BACK IN PERPENDICULAR TO LONG DIMENSION OF EXCAVATION. IF THE EXCAVATION IS TOO WIDE OR UNSTABLE TO ACCOMMODATE REQUIRED MAXIMUM DISTANCE BETWEEN TRUCK AND EDGE OF EXCAVATION, A CRANE CAPABLE OF INSTALLING THE TANK WILL BE REQUIRED ON SITE. NOTES: 1. DRAINFIELD SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO APPROVED PROJECT PLANS FOR ACTUAL REQUIREMENTS. 2. TANKS MUST BE INSTALLED ON A FIRM STABLE BASE. SETTLEMENT MAY RESULT IN DAMAGE TO COMPONENTS. 3. SOME DIMENSIONS MAY VARY BY LOCATION DUE TO DIFFERENCES IN TANK FORMS. DIMENSIONS SHOWN APPLY TO TANKS SHIPPED FROM ELIMINITE IN THREE FORKS, MONTANA. 4. DRAINFIELD PUMPS CAN BE INSTALLED AT THE FACTORY. PLEASE CONTACT ELIMINITE, INC. FOR DETAILS. 5. FULL INSTALLATION INSTRUCTIONS CAN BE FOUND IN ELIMINITE C SERIES INSTRUCTION MANUAL. 6. CONTROL PANEL SHOULD NOT BE MOUNTED DIRECTLY TO THE WALL OF THE FACILITY/HOME OR IN ANY OTHER LOCATION WHERE OCCUPANTS WOULD BE DISTURBED BY THE SOUND GENERATED WHEN THE PANEL MOTOR CONTACTORS ENGAGE. 7. WIRE TO WIRE CONNECTIONS MUST BE COMPLETED WITH WATERPROOF CONNECTORS. 8. ALTERNATE CONFIGURATIONS AND MATERIALS OF CONSTRUCTION AVAILABLE. CONSULT ELIMINITE, INC. FOR DETAILS. 9. HIGH LEVEL ALARM, DRAINFIELD ON AND LOWLEVEL OFF FLOATS ARE PRESET. REFER TO CHART FOR DRAINFIELD OFF FLOAT SETTING. 10. AUTOMATIC TELEPHONE DIALERS ARE AVAILABLE AS AN OPTION. SPECIFY WIRED, WIRELESS OR CELLULAR. 11. WEIGHT DRY APPROX. 25,000 LB 12. ELECTRICAL CONDUIT MUST BE FITTED WITH AN APPROPRIATE VAPOR SEAL TO PROTECT ELECTRICAL COMPONENTS FROM CORROSIVE GASES AND MOISTURE. 13. CONNECT HIGH LEVEL FLOAT TO TERMINAL 1 & 2 OF THE CONTROL PANEL. THE PURPOSE OF THIS FLOAT IS TO MONITOR LEVEL IN THE SEPTIC TANK AND PROVIDE AN ALARM IF THE EFFLUENT FILTER BEGINS CLOSING. 14. ALTERNATE RISERS, LIDS AND CONTROLS AVAILABLE, CONTACT ELIMINITE, INC. FOR DETAILS. PROJECT NO. SHEET NO. EllwiulfGFIW m tips L r InU4LOU BOX COL Ap k Jr y �� yy�4y 1.Y. .5 %�� MF \ 9 L ` . . WAN& Y-fi"_ � � IX LEGEND FORCE MAIN SEWER TO ABSORPTION FIELD C:)SEPTIC TANK O C.O. SEWER CLEANOUT 7328 EXISTING 2' CONTOUR — —7330— - EXISTING 10' CONTOUR PROPOSED 2' CONTOUR 32 PROPOSED 10' CONTOUR 40 Edwards Excavating/Ted Johnson provided "as built" information to AEI: info is also provided on the Attached "As -Built" plans. Legend: A= NE corner of house B= Eliminite Electrical Junction Box, Mounted on a Green 6 x6 wood post C= Fire Dept Dry standpipe: galvanized steel in courtyard. E= San Sewer cleanout F= SW corner of absorption field G= SE corner of absorption field H= SE corner of absorption field G= NW corner of absorption field W= Well #1= 2000 gallon Septic tank #2= Eliminite Tank #3= 1000 gallon Backwash tank SWING TIE TABLE / Tank #1 Tank#2 Tank#3 CO#E F: SW corner G: SE Corner H: NWCorner Septic Eliminite Backwash Absorpt Field Absorpt Field Absorpt Field #A 50.5' 59' 64' 30' 90, 137' / #B 18' 8.5' 15.5' #C 78.5' 71' 60.5' 67' 100, 63' GRAPHIC SCALE 0 10 20 40 � / •, • \ � I \ �/ .�.1•- 4: . . ��� � � � I I I I I I SCALES 1,,W �\, �/ / / / / �� / / I : ,,•::::.. '.:.. {{{{{{ I I,` '. III \ \ 111 1. �� / / //////� / � / � / :.�I::.:�-~':,: :':�::z.• � � , � � � , .: . • / I I ►III I ML / / /: ': ;:/•=:'':'~'''` \ e� \\ P \ \ NV TELEPHONE PED AND I I J ;' ::... TRANSFORMERrl Z_ / °° BRIDGE \ I Ij, / / / r N I <},_.' = r _ _ �• lye, I :.�• -j • �„;��``:-��'S•~ � � INSPECTION PORTALS (TYP.) 1,00 GAL / I � I •a•-'W; r:t,a "i.:i s`, ::}:u, ; � ;.t , t:. 1 \ •I #2 TANK 1 TA #2 2,000�I L ELIMI IT ncn NITRATE / a #1 I ETURN I PO RAND 00 / GREY WATER MA���A i V►s a\ / WELL LOCATION II r J APPROXIMATE LOCATION OF I / PERC TESTS NOVEMBER 3, 2011 O SOIL PROFILE I I � \ / � III • , /*% / //CA / lye 0 nEj��< -P 8 Qqr, 80 ->330 J I Cn Z Q O U LLJ LLJ In 0 � � Q Ln N \ 0 Z N 0 N CoQ L CJ CJ CJ N 0 0 w w 0 Z Z Y U U Z LLI v> a Ld m F-- LLI Q' = U Q SHEET 1 OF 1 P:\EDW11004\dwg\MASTER\SEPTIC ASBUILT.dwg, 11/25/2013 10:16.47 AM, Adobe PDF.pc3 0 0 0 ° I I I I I I I \ I l o o - ^^ - - LEGEND • U0) PROPOSED FORCE MAIN SEWER TO Z m rn ABSORPTION FIELD a ZOECD M I �°0 rn C:)(� PROPOSED SEPTIC TANK z0 X Q O C.O. PROPOSED SEWER CLEANOUT czwi_001� J L,� NN -tor-732ts EXISTING 2' CONTOUR LLJ Z­ 12" I I I ` \ \ \ \ NOTES: Z �Q I -7330- - - EXISTING 10 CONTOUR - M3, INSPECTION PORT - - 52" I I > \ \ \ 1. ALL PIPE TO BE SCHEDULE 40 PVC. 0N�o o 34° I I I ' : :>,';,. _�:••_ �•, :.:• : s:... \ \ 2. SOLVENT WELD PIPE JOINTS PER MANUFACTURERS RECOMMENDATIONS. 32 PROPOSED 2' CONTOUR Z a Cn 48" I \ \ 3. SCARIFY BOTTOM OF TRENCH WITH A HAND RAKE. 3 (EFFECTIVE) I I -. ~::' '� "' ~''`:::,r ;,::` 4. INFILTRATOR UNITS AND END CAPS ARE TO BE FASTENED WITH SHEET ROCK SCREWS. PROPOSED 10' CONTOUR W ° 5. CONTRACTOR SHALL KEEP TRAFFIC OFF OF FIELD DURING CONSTRUCTION. 40 6. PROTECT PIPE FROM FOREIGN MATERIAL INCLUDING DEBRIS, SOIL, PVC SHAVINGS, ETC. 7. THE LINE WILL BE FLUSHED UPON COMPLETION PRIOR TO USE AND THEN CAPPED. U111111111 I INSPECTION _ -� GRAPHIC SCALE SERIAL DISTRIBUTION SYSTEM PORTALS (TYP.) I 1 \ \ THE TOP PORTALS ON BOTH END I _ •h I \y I \ 48 0 10 20 40 80 UNITS (TO ENTER AND EXIT) ARE USED. "' ' / I \ ' I \ (EFFECTIVE) 4 ATE LO�ATION OF SCALE 1"-20' QUICK4 STANDARD MULTIPORT END CAP TSIMAY 18, 2012 „' ' \ I Q EXISTING 2008 \ 6 SEPTIC NOTES 16' , p ..:.. 6 MIN. I \ LANDSCAPE BERM HAS BEEN REMOVED 12„ 1 VERIFY PLUMBING ASSUMPTIONS PRIOR TO CONSTRUCTION. 2. Septic tanks should be designed for HS20 loading, if intended to be driven on. 3. The location of the absorption field/trenches must be surveyed/staked to insure the setbacks to the well and Lake Creek are correct. See plan for horizontal setbacks. 4. Use Infiltrator Brand Quick 4 Standard Units. If contouring of the absorption rows is 34' 0 :';: :,:. \ '>:•:.• I QUICK 4 STANDARD INFILTRATOR N.T.S. ' Li INFILTRATOR SYSTEMS INC. I I I required, the infiltrator units are designed to bend 10 , to follow contours and maintain a O I \ (25 REQUIRED EACH TRENCH) consistent depth of cover. Follow contours with the layout of infiltrator rows. QUICK4 STANDARD CHAMBER DETAIL '' I - - o - I 1 _ ; r\�::' # I 5. The infiltrator "Quick 4 standard" units are to have 1 to 1.5 feet of cover over the top of NOT TO SCALE o the units. (� 6. An as drawing must be provided at the final inspection for final approval from the Health Department. T 7. Compact sewer trenches to 85% standard proctor density, or per soils engineer's + P P Y, P 9 / / � � I •r0� / 1 recommendations. ELI M I N ITE NOTES 1 8. Provide risers on septic tanks to finish grade. / / : ;.. \ -- 9. Comply with all Eagle County and Colorado Department of Health regulations regarding / \ / �/ \ ,'' septics system installation. v / / x I :; :•: •.;:.:• , . \ 1. Contact Pete Petrovski with Innovative Septic Technologies ACV + �,'' '• :' : "_" A \ \ ,� -..... ( 0 10. Provide inspection portals on infiltration units per Eagle County regulations - paint if / / / ,� \ •,;',', Ce11:970-390-3949, Fax: 970-926-9089, Email: required. / pete.ist®hotmail.com) regarding installation details, scope of his work, material supply, ower, hone pipe size nitrate return etc. 11. Provide a minimum of 5 horizontal distance between trees and sewer lines and septic z IN1 ILTR/�T �NII/S IA/FOL�LOW EXISTING OR PP Y, P phone, P P • tanks. I , O 0 D GR'AD�Q; (25' RADIUS) MAXIMUM ' I ;. :.. ' '• 2. Eliminite plans provided for schematic and reference purposes only. 12. Provide 4' minimum cover or 2" rigid Styrofoam insulation and 2% unless noted otherwise W / 1 F C 0 IN NI PER MANUFACTURER. \ I ':: -, _.:..•-• 3. Verify the Route and connection point for the Eliminite Power Supply. minimum slope from building to septic tank. ( ) O %I' /E' / ': q ` 4. The panel and pump will be 120 volt. This type of system will require 5 ;:''I•, - �C � \ I I :, an Eliminite pump that will run on one 20amp circuit. 13. Provide cleanouts at bends, 100 maximum spacing and 5 outside buildings. L 14. Sewer line to be Schedule 40 PVC, maximum 45' bends. O / / / / / � )) I � •' r .•. . ' � � // � 5. Consider connecting the power from the house so we can avoid a 15. Provide 6' minimum between trench walls. l ;;�ti •;' `_; second meter. TELEPHONE PED AND 6. Electrician needs to provide power to the Elimimite Tank in conduit. 16. Install infiltrator system per manufacturers recommendations and Eagle County Health I I I U Q TRANSFORMER 7. Phone re uirements number and t�//�e of wire, conduit size. With a Department requirements. w Y pump q 9 P P Engineering W gravity fed drainfield, the Eliminite um could require maintenance or 17. Do not begin sewer construction prior to notification of Alpine En ineerin Glenn Palmer / / i / '. r.•° :: \ \ 2 \ \ \ - occasional replacement. If the Eliminaite pump is temporarily out of 970-926-3373). The septic system is also to be inspected by Alpine Engineering prior to I \ "' / order, it will not cause an backups or overflows in the tank. The � L R /BAC ASH yoy� \ \ Y P backfill; contact Glenn Palmer for this purpose as well. Inspection Stages (by Alpine / TA K OUTLET OES o p pump would simply be replaced and the system would continue to Engineering): NOT RU TO G� ° \ \ \ � :. ;° work as designed. The cost of the Internet compatible panel would be g a,Excavation of septic tanks, after bedding, rior to setting vaults tanks / f'' • LIMINITE T NK. \ � Z A \ "" an additional $800-$1000. P g P g / G: �:. b.Excavation of sewer trenches, with pipes exposed, pipe bedding installed, prior toa) < Requirements to be determined by owner, Reid (owners rep), or backfill. / / .. :!? C \ -, f "'YI = Y ~ ~:`•�`: design team. c.Excavation of first row of infiltrators, prior to installation of infiltrator units, with � '•'• �• � •' • � •• � 8. Provide a waterproof junction box and waterproof connections for the other 5 rows approximately staked for excavation. �500 GALS TANK \ ;• �. > ~ ::: �" � B IDGE PP Y I ^ • : .' \ Eliminite pump. The junction box is fastened to the plastic riser d.Excavation of remaining infiltrator trenches, prior to backfill. W / > y \ RIM: 6.20 1 ' I ( _ •• '� z . = ..`•:� ." coming out of the tank. e.All infiltrator trenches after units have been installed with interconnecting piping p„ / / IN IN: 50 9. Verify location of control panel in house in mechanical room? The installed. / ( r ^' 1 \ V bUT:3 33 1 INSPECTION / _ Y P ( ) I \ ° PORTALS (TYP.) panels are typically located outside for maintenance reasons. Confirm 17. Alpine Engineering recommends that the disposal field be seeded after installation of the I ' `° ° / \ if the panel/s are attached to house or on a post next to the tank? subsurface disposal system. A good native grass cover will promote evapotranspiration J) 1 10. Verify location and type of alarms. If a light, it should be somewhere from the field. Alpine recommends using a seed mix such as "Foothills Pasture", or o �� = N I \ a person will go on a daily basis. There could also be an auto dialer Prairie" mix available at local feed and seed stores. These mixes do not require irrigation O to call the ranch manager or caretaker. The alarm is located on the and develop a growth 10 to 15 inches high. No automatic sprinkler system should be W I , ROPOS D SEPTIC \ panel. It has a red light (visual) and a very loud buzzer (audio). installed above the disposal field. Ld I I 11. Scope of work. I believe that the owner sets a standard 1500 gallon 18. The Owner must realize an on site sewage disposal is considerably different from public U ELIMINI 2 TAN se tic tank provided b the owner, the owner electrican provides sewer services. The Owner must be aware of and assume responsibility onsibilit for continued FIELD. 6 ROWS @ 2. P P y / P P y n RIM: 35. 1 the power and hone service to control panel provided b Eliminite. maintenance of the system. Alpine recommends the pumping the septic tanks at the end X E I � a � �' I ��S INV IN:32.9 L P P P P Y Ys P P P 9 P (� INV IN:3 .9. 8 23 UNITS PER RO General Contractor contact Pete Petrovski (Eliminite Rep) to make of the first year of use to monitor sludge accumulation and at a minimum of every two I sure everything is coordinated. years afterwards. Comply with Eagle County s maintenance schedule which may be more O I I Q �_)\\ I V IN: 4.03 �\ 12. Verify locations of cleanouts (for visibility and access). The locations frequent. There are also daily considerations such as not putting plastic or � LU PRO D POWER , IM: 38.00 I •( / shown on the plan could be adjusted, if desired. non -biodegradable material down the sewage disposal system. Also, water use must be / AND METRY I ITRATE 1 I carefully monitored so toilets are not allowed to run when seals malfunction. To illustrate J CO UITS. ETURN 3 the point, it should be noted a running toilet will consume in excess of 1000 gallons per J \ / day. Excessive loading such as from running toilets will flood and irrevocably harm the �' I GREY WATER FROMA '� �, 1 I 'r I Y 9 ( 9 ) Y r f� °D MECHANICAL ROOM. \ ` system and stress the on site well. v LLJ 1 J NO SOLIDS. I 19. Provide a minimum 10' separation between water and sewer lines or encase per Colorado p 1 800 L SE TIC TAN(( Department of Health regulations. Q - 1 ( � �E I i WELL LOCATION 20. Provide two 2 "swing" ties to sewer cleanouts, septic tank, and absorption trench corners M:38.6 () 9 P rP D�1y IN:33 74 \ I to and from building corners as required by Eagle County for as -bunts. (� 1 �, �� p IN OUT: 57 .EXISTING 2008 LANDSCAPE BERM 21. Maintain the water softener, R/O and other water treatment systems so they operate per LU �. � ,� Q ® n � INV 1 34.21 s N TO BE REMOVED WITH PROPOSED / / manufacturer's recommendations. Z �p a o� °D GRADING / / / 22. All backwash systems must be "demand based", they cannot be on a timer to run every MECH GREY WATER / QQ�� C� & � / � ► night, regardless of building occupancy. 0 INV: 35.00 / v ® 1 1 ' f♦ 23. The septic tanks should be initially pumped on an annual basis to determine expected LIMINITE (CONTROL �' �V / ' I r w APPROXIMATE LOCATION OF / ` pump frequency. Tanks should be pumped by a company that is a member of the National I L IN IMECHANRIOCOAL o , I 1 1 W I PERC TESTS NOVEMBER 3, 2011 Association of Wastewater Transporters. The system should be maintained by a person who 64. 1 0 SOIL PROFILE I ® / is knowledgeable in wastewater systems, and has similar or equal membership. I 1 i L.F SCHED 1 24. If rocks are encountered during the excavation of the absorption field, the resulting void m 40 VC ® 13. 7% N _ I ' 1 1 I i ' / area should be filled with a course, masonry sand: submit shop drawing for sand mix. / SAN SEWER I INV: 34.8 / / 25. The septic system design is based on 75 gallons per day (gpd) per person use, which INV: 43.5 1 fa assumes Low flow fixtures area used, and normal water usage. 5 bedrooms at 2 persons I CLEAN OUT, 8I / i G\ �� / per br at 75 gallon per day at 150% PEAK FLOW RATE = 1,275 gpd domestic water use. 37.44 TYP. �P J 26. No unusual domestic (high flow, or long duration) water uses are included in the septic 0 i - I I �. I system design, such as long showers, or shower heads over 1.5 gpm . i I�� 27. Leaky toilets, or any other leaky fixture adds water to the septic system, will cause the o 0� I �j/ / septic system to fail, which it is not designed for. w 28. Frequent parties, or any other high use event, which would exceed 1,275 gallons per day of o �•� / �1 domestic use , or any other high water use event, is not included in the septic system Q EXISTING SEPTICFIELD /� design, and could cause the septic system to fail. 2.75 A SEWER TO BE ABANDNED. // 29. Plumbing plans were not available at the time of septic system design. If any of the � �I,VV: 35.4 it / / / assumptions noted in the ISDS application are not correct, notify Glenn at AEI Ld (970-926-3373 x 226) prior to installing any part of the septic system. Cn 30. The swimming pool, pool mechanical, pool floor drains do NOT drain to the septic tem. O 5 BR x 75 gpd x 1510% 1125 gpd EXISTING SEPTIC TANK / \ / 31. The sewer pipe mechanical room is for mechanical room floor drains water z ~ I J , �• v) w � TO BE FILLED WITH I system softener backwash only (no solids): the sewer is sloped at 1.19% , or less than 27.. z m I 1�50 gpd Backwash d / w SAND AND ABANDONE / / / This sewer line runs to the grey water septic tank. O m ~ z_ m Total - 1,275 gpd / 32. Sanitary Waste lines from the main floor and upper floor should drain to the higher drain, / / sloped at 2% minimum. > m m m = I / / / 33. Verify pool disinfection method is compatible with the approved disposal method. For bi O0 bi _D O0 / example, if the pool is discharged to a lawn area sprinkler system, a saline disinfection system could harm the grass. N N N N I / _ _ 34. All plumbing fixtures must be approved low flow water conserving type. 35. Water treatment methods and discharge amounts are as noted in this report: to be O O O O / MOUND 3" OF FILL SERIAL OVERFLOW verified upon receipt of new water sample. I- W N N N N PIPE. 1 % SLOPE � OVER INFILTRATOR o N N DURING BACKFILL INSPECTION PORTALS MIN. � � � � AT EACH END OF ROW. 2008 LANDSCAPE o A ' / TO SETTLEMENT. HAS BEEN PROPOSED GRADE REMOVED -" p �� / AFTER TOPSOIL FINAL: 29.75 FINAL:28.5 0 N , 1' MIN COVER z PLACEMENT. 1.5 MAX. COVER EXIST: 29.25i Aft - / -/\\ - \�/ //,\!/\!/�\�/�\!\/\\�\\�\\� INV: 28.75 ' J( \ FINAL: 33.5 / FINAL• 32 V. I/ I � / EXIST: 33.0 __�� \ - - = - - /\\ - - _ \\\j FINAL: / �\ ! /� \� EXIST:32.0 ,�,� \\� � FINAL: 30.5 _ �// // // // // /� i /\/ EXIST: 31.0 INV: 32.0 �, ����%��%�\%�\i� �� �\ ,\,\,\�\�\ \\ /�/�/�i.�i. i ii� EXIST:30.0NN 0 a r � / INV* 31.0,�,��. �\ �4 INV:30.5 INV.-29.5 3' 16' 3' 16' 3' 6' 3' MIN. MIN. MIN. 6 TOTAL ROWS 6 TOTAL ROWS SECTION A -A THRU INFILT_ ATOR (QUICK"4" STANDARD CHAMBERS) 6 ROWS OF 23)UNITS PER ROW (4 shown) APPROX SCALE: 1 "=3' SERIAL DISTRIBUTION SYSTEM - THE TOP PORTALS ON BOTH END 4 ` UNITS (TO ENTER AND EXIT) ARE USED. EXIST: 28.0 PLUG AND CAPS 7.5 BACKFILL & COMPACT - TO SPECIFICATIONS 4" PVC COMPACTED 3/4" SCREENED ROCK EAST JORDAN IRON WORKS 8555-10" VALVE BOX 6800 5 1 /4" DROP LID MARKED SEWER N NOTE: PROVIDE SWING TIES, GPS N SURVEY COORDINATES AND PHOTO 00 I- / OF EACH SEWER CLEANOUT L LO LOCATION. � � � N 0 0 0 LO o � w p w o z � z (2) 22-1 /2' ELBOWS Cn Q Lim � OR 45' BEND Li= O Q BELL TYPE PLUG, WHERE REQUIRED SEWER LINE, SEE WYE WITH 45' ELBOW PLAN FOR SIZE (ALL BELL FITTINGS) SEWER CLEANOUT DETAIL NOT TO SCALE SH EET 1 OF 1 �4.1 O."_ 5'30'26"E S89'44'46"E 308.92' 42.99' HOLY CROSS ENERGY UNDERGROUND RIGHT-OF-WAY EASEMENT REC.#200724467 a 4' C5 1n 0 l[) O 0 O O W WAL LOT t BUILDING ENVELOPE NEW srAW H S88'55'21"E 228.27 DETAIL NFOUNs_ 7•' D LIMITS OF OPEN SPACE EASMEN100N71'S8'10•E 20.44't-t/z' AwwNuu COVENANT LINECAP STAMPED tsle8se•8.65' REC./ 325855 BASIS OF BEARINGS DN s/e• RPHAR S89'56'2LE 1021.50'„ N TRANS / e 1 dD PAD y /W L t3 / (9010' POND w N 1 s'� Zug MA,, " / / ss SETBACK CRIES PDND ;! �POUn�� 'SEW / BRIDGE PWN_ PDND j Set99'JeE 58 59'2 gASRO OAP 1 41.89' nE / 11211-LS5447- ON RESM N NT GE LAKE / / I 402 S83'43'37"E N 79.46' N14'41'07"E 5.33' - - _ ._ - I I I 13.85' °—°�.—°—° - - ,�' UTILITY EASEMENT 1 r UTILITY EASEMENT / HOLY CROSS ENERGY REC. 200614115 q\\ I REC.#200614115 ACCESS EASEMENT UNDERGROUND *' UTILITY EASEMENT RFC. %% 200809838 RIGHT-OF-WAY �,� REC4200614115 ,�,� EASEMENT RAL PENCE v �,1 I ACCESS EASEMENT / MAE REC.j)200724467 REC.# 200809838 (SEE DETAIL SHEET 4) EXISTING GAS UNE 'I_ w j t I----`� PER KINDER MORGAN Ttw GAS LOCATES MAYS la Y n i HEADGATE (�) 2006 N0608'24"E e• �•� �' N90'00'00-E- 1271,E l � gl '� uD reecAnoN rv' ��� 2cdsUS / 10.48' !1 J EARTH AS Y I If N4M4�d, 'W BERY /T ' S +W21L E d\4DPE /1 124.1d / I I �90V0'OI mL NOOLQq�00' B I 30.00, I 1Y 201b0' 1 I �--- PLASTIC /LT ml� mlr 2 BUILDING' 10 ENVELOPE'` wl IN 7 dAN. BOULDO+A' 1S 9 LIMITS OF LOT 1 z9zas� OPEN SPACE EASEMENT 13.334 ACRES R-1030 00 REC./ 2WO14115 088 L-285.04 Tan-143.44 6-15'51'22'— COVENANT LINE/ CH-SOB'I6'00'W CEPTION NO 325855 ' 284.14 _S BY'38'21• E _ _ _ 45COW — — — HOLY CROSS ENERGY UNDERGROUND RIGHT-OF-WAY EASEMENT REC.#200724467 (SEE DETAIL SHEET 4) 21.09 ° 11iAN6 r PEDiShK r O l PAD / i 9 1 LOT 2 Izz �\ 15.169 ACRES W� N90'00'00•W / 99.9% PIJsT %N90'00'00• _ 216.59__nuT. HASEMENTI os79 \ 7e.e5' 137.70' REC.#200614115 ° J N2574'23'E I \ 2A• LIMITS OF :\ �• 37.38' CENTERLINE cuwPr`„ OPEN SPACE 20' UTILITY E ENT \ EASEMENT �� I REC.j2 14115 \ ° ,REC./ 200814115- S72'47'E / 1 0.21' / N18'30'05•E i Te' CUT1nr i FA Lo N13°4210'T. R� Cce CENTERLINE 12' --te II IJ��Sr4TRAIL REC,/200e14ll5 LL111$ 1 Z� N01u 25 71' I' I '1 R-430.00 L-186.95 1 ° Tan-84.54 hm=14'402' \�\ S10'47'02'E \4\\ 1 165.90\ NI8.57'40"W \ \ ` 15329• I A lJ \\ C J,E, (Y5.1 MOUN GAS BOOK 'WHOL ALOE SHOU CF A LOT 2 15.169 N ACRES X n 0979 I Na UTIuTY EASEMENT REC./ 2DDS14115 0 0 o mm ® ®m®m m m BERGIUND p alzcwirc is iir_ II 11 © w u OII I€I..........................'I€f- ------m::,:::....._- - E • -_ :............................... _- __.. ate . •....,, ...,, � ..... ..... al:::::::::e::I::as:::as::::::Is:nll::::;Il:::::e;:ca:::::;1::., - N • p r...::::::::'.......::......._.....::::::::::::::::::::::::::::::::::n::n:::::n::n::::::::::e, a:na::,,aa:a:eaaa:n:°:aaeaaaa:eea::.. 1111:::::::::::::::::::::::::::::.:::: .°:::::::::ml.::::::: g �gln:s:::::ealll�I aan a._. ........ - -:- � -MCISINSis sss ns s- o �` I saaae0nsnunm°i°ni°ai°i m° sau ee nase s� s- v •. T - .. -..-........:n..............aa:::...................:n:: :::............:,,::::::;:::.....::::::..,;..:........:::::::::::.........:::::::::::::::, ::::................... ......_::...._-------------------...................... ,:'•* N �.P is i...a...i•an•_ a nne..............................ONNINO........_..........:.. ap � � •�.,.�\�`�o�� a .gym '�'� � � _..i .�o .,,® ��E ��� a •' .�/��b ri�'a i' - -... - - —' � 1•i il�� •'Irlaaaaaaar_r- a�,;.,`- C' ►s,�a L _iG\P� a ��• ��% ` III/ \ I i.' 0 0 0 ^0 | - 7330- EXISTING 10' CONTOUR ZINSPECTION PORT 1. ALL PIPE TO BE SCHEDULE 40 PVC. 00 2. SOLVENT WELD PIPE JOINTS PER MANUFACTURER'S RECOMMENDATIONS. PROPOSED 2' CONTOUR CD 32 3. SCARIFY BOTTOM OF TRENCH WITH A HAND RAKE. 5. Li 0 (EFFECTIVE) _j 4. INFILTRATOR UNITS AND END CAPS ARE TO BE FASTENED WITH SHEET ROCK SCREWS. PROPOSED 10' CONTOUR W 0 5. CONTRACTOR SHALL KEEP TRAFFIC OFF OF FIELD DURING CONSTRUCTION. 6. PROTECT PIPE FROM FOREIGN MATERIAL INCLUDING DEBRIS, SOIL, PVC SHAVINGS, ETC. 7. THE LINE WILL BE FLUSHED UPON COMPLETION (PRIOR TO USE) AND THEN CAPPED. QUICK4 STANDARD MULTIPORT END CAP EE SECTION SEPTIC NOTES cn REMOVED WITH PROP07D 12" 1. Septic tanks should be designed for HS20 loading, if intended to be driven on. INS ITION 6- 2. The location of the absorption field/trenches must be surveyed/staked to insure the setbacks to the well and Lake Creek are correct. See plan for horizontal setbacks. 3. Use Infiltrator Brand, Quick 4 Standard Units. if contouring of the absorption rows is required, the infiltrator units are designed to bend 10', to follow contours and maintain a NDARD INFILTRATOR N.T.S. INFILTRATOR SYSTEMS INC. QUICK 4 STA consistent depth of cover. Follow contours with the layout of infiltrator rows. Ld 4. The infiltrator "Quick 4 standard" units are to have 1 to 1.5 feet of cover over the top of QUICK4 STANDARD CHAMBER DETAIL (25 REQUIRED EACH TRENCH) the units. NOT TO SCALE W 5. An as -built drawing must be provided at the final inspection for final approval from the Health Department. 6. Compact sewer trenches to 85% standard proctor density, or per soils engineer's NI 7. Provide risers on septic tank to finish grade. U) 8. Comply with all Eagle County and Colorado Department of Health regulations regarding septic system installation. 9. Provide Inspection portals on infiltration units per Eagle County regulations paint if "i Z 10. Provide a minimum of 5' horizontal distance between trees and sewer lines and septic 11. Provide 4' minimum cover or 2' rigid Styrofoam insulation and 2% (unless noted otherwise) P11 minimum slope from building to septic tank. Ld 12. Provide cleanouts at bends, 100' maximum spacing and 5' outside buildings. MIN 103 13. Sewer line to be Schedule 40 PVC, maximum 45* bends. / 0 14. Provide 6' minimum between trench walls. 15. Install infiltrator system per manufacturers recommendations and Eagle County Health TELEPHONE PED A Department requirements. TRANSFORMER 16. Do not begin sewer construction prior to notification of Alpine Engineering (Glenn Palmer ND 970-926-3373). The septic system is also to be inspected by Alpine Engineering prior to U) Lid < Ld backfill; contact Glenn Palmer for this purpose as well. Inspection Stages (by Alpine a.Excavation of septic tanks, after bedding, prior to setting vaults/tanks CA b.Excavation of sewer trenches, with pipes exposed, pipe bedding installed, prior to c.Excavation of first row of infiltrators, prior to installation of infiltrator units, with lro_ other 5 rows approximately staked for excavation. d.Excavation of remaining infiltrator trenches, prior to backfill. BTGE e.All infiltrator trenches after units have been installed, with interconnecting piping 17. Alpine Engineering recommends that the disposal field be seeded after installation of the subsurface disposal system. A good native gross cover will promote evapotranspiration from the field. Alpine recommends using a seed mix such as "Foothills Pasture", or < Prairie" mix available at local feed and seed stores. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be PR POSEb P�ic 8 0 installed above the disposal field. 0 16. The Owner must realize an on site sewage disposal is considerably different from public LLJ F I E L 6,�fto 100.. sewer services. The Owner must be aware of and assume responsibility for continued maintenance of the system. Alpine recommends the pumping the septic tanks at the end _,rsp� \R W-'- U of the first year of use to monitor sludge accumulation and at a minimum of every two years afterwards. Comply with Eagle County�s maintenance schedule which may be more 1,800 GALLOM frequent. There are also daily considerations such as not putting plastic or 96 PORTALS (TYP.) non -biodegradable material down the sewage disposal system. Also, water use must be Co carefully monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running toilet will consume in excess of 1000 gallons per day. Excessive loading (such as from running toilets) will flood and irrevocably harm the C" INV IN: 33 system and stress the on site well. 00 C" GREY WATER FROM INV IN: 34. W MECHANICAL ROOM. INV IN: 34. 19. Provide a minimum 10' separation between water and sewer lines or encase per Colorado LLJ NO SOLIDS. Department of Health regulations. ?SS 20. Provide two (2) "swing" ties to sewer cleanouts, septic tank, and absorption trench corners < WELL LOCA11ON to and from building corners as required by Eagle County for as-builts. 21. Maintain the water softener, R/O and other water treatment systems so they operate per .,? SS manufacturer's recommendations. U) ,49.5 EXIS11NG 2008 LANDSCAPE BERM 22. All backwash systems must be "demand based", they cannot be on a timer to run ever Ld 10.1 TO BE REMOVED NTH PROPOSED night, regardless of building occupancy. y Z GRADING VL CV 23. The septic tanks should be initially pumped on an annual basis to determine expected 0 MECH IGR Y WATE 0 pump frequency. Tanks should be pumped by a company that is a member of the National A3 Association of Wastewater Transporters. The system should be maintained by a person who Ij ­�Y/ is knowledgeable in wastewater systems, and has similar or equal membership. C 24. If rocks are encountered during the excavation of the absorption field, the resulting void �SA; �EWER P I C SOIL PROFILE area should be filled with a course, masonry sand: submit shop drawing for sand mix. I V.- 4 3. 5 PSS 25. The septic system design is based on 75 gallons per day (gpd) per person use, which 4 )VC . 0 S E I V: 34 86 assumes Low flow fixtures area used, and normal water usage. 5 bedrooms at 2 persons 0 1 per br at 75 gallon per day at 150% PEAK FLOW RATE = 1,275 gpd domestic water use. 1 4 26. No unusual domestic (high flow, or long duration) water uses are included in the septic 37 44 4. C] system design, such as long showers, or shower heads over 1.5 gpm . MECH C9ANOUT, ) 131, 27. Leaky toilets, or any other leaky fixture adds water to the septic system, will cause the TYP. �41 septic system to fail, which it is not designed for. C" 7- 01 28. Frequent parties, or any other high use event, which would exceed 1,275 gallons per day of domestic use , or any other high water use event, is not included in the septic system design, and could cause the septic system to fail. 29. Plumbing plans were not available at the time of septic system design. If any of the !g EXISTING SEPTIC FIELDf- assumptions noted in the ISDS application are not correct, notify Glenn at AEI .75 tAN SEWER TO BE ABANDONED. (970-926-3373 x 226) prior to installing any part of the septic system. Ln ANV- 35.4 30. The swimming pool, pool mechanical, pool floor drains do NOT drain to the septic system. 31. The sewer pipe from the mechanical room is for mechanical room floor drains and water CD BR x 75 gpd x 1510% 1,125 gpd EXISTING SEPTIC TANK system softener backwash only (no solids): the sewer is sloped at 1.19% , or less than 27. V) Z TO BE FILLED WITH This sewer line runs to the grey water septic tank. Z 0 J�I 1150 gpd Backwash SAND AND ABANDONEL 32. Sanitary Waste lines from the main floor and upper floor should drain to the higher drain, 0 Fh 1275 gpd 33. Verify pool disinfection method is compatible with the approved disposal method. For > DI example, if the pool is discharged to a lawn area sprinkler system, a saline disinfection Lij 0 system could harm the grass. DI LL_ 013 X 34. All plumbing fixtures must be approved low flow water conserving type. 35. Water treatment methods and discharge amounts are as noted in this report: to be verified upon receipt of new water sample. 0 Li CIA INSPECTION PORTALS MOUND 3" OF FILL OVER INFILTRATOR AT EACH END OF ROW. 2008 LANDSCAPE 0 BERM TO BE DURING BACKFILL REMOVED TO SETTLEMENT. PROPOSED GRADE 1' MIN. COVER r4 2' MAX. COVER SERIAL OVERFLOW EAST JORDAN IRON WORKS 8555-10" VALVE BOX PIPE. 1% SLOPE. 6800 5 1/4" DROP LID MARKED SEWER Ln N6/N II- CIA 0 NOTE: PROVIDE SWING TIES, GPS C\� 0 rNvLi' COORDINATES AND PHOTO BACKFILL & COMPACT OF EACH SEWER CLEANOUT TO SPECIFICATIONS LOCATION. 4" PVC COMPACTED 3/4" 6 TOTAL ROWS BELL TYPE PLUG, WHERE REQUIRED 4. A CTION A -A THRU INFILTRATOR (QUICK HAMBERS) �>.. LA bi. 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W W W I: I OS I QaQ w I I w I m w zfn f% I 1 I I I IS' 3-4L, ml Im ���. j IiLlL�-u IW 9 B wlic�i u Eli -� mI _ eze4 N la�S" — 1�o^-n�ai wsT ;s6 wl Iw Ise �.azelu _ .\ o no 20,155E / in \ ��g'L� _.— � P; HugPEI F s :�e ze qI_� G e Q Q 8eg U Cb Ir W W 7 e�� s5� z�n I 200809838 1,f4 UPA4.111A4.2190.0°A4.55A4.560151A5.11A5.250' FREEFORM LAP POOLMECHANICALROOM022BEDROOM 2005BATHROOM 2006LINEN008CLOSET 2009BEDROOM 1001CLOSET 1002WEIGHT STATION9' x 8' AREA1A5.33" LINEAR DRAIN3" LINEAR DRAINWALK-IN SHOWERW/ CORNER BENCHWALL ABOVEBENCHFURNITUREPIECESHELVINGCOVERED PATIOCOVERED PATIOA4.621A5.41'-0" COPING2A5.1STEAM SHOWERWINE RACKUNDER COUNTERREFRIGERATOR\WINE COOLER2004013ABENCHFURNITURE PIECEPOOL TOILET011POOL SHOWER013POOL POWDER012CLOSET015EXERCISE ROOM016POOL ENTRY017WINE CELLAR020POOL ROOM018HALLWAY014POOLMECHANICAL019ELEVATOR02162' - 10 1/4"1' - 2 1/4"R.O4' - 0 3/4"5' - 10 7/8"R.O13' - 0"7 5/8"2 ' - 6 " R .O D B L H A N G IN GEQEQ SLAB ON GRADE ABOVEPATIO FLOOR EDGE ABOVEPATIO FLOOR EDGE ABOVEFURNITUREPIECE12 x 12 DECK SUPPORT POST ON BOULDERW/ 12 x 12 STRUT SUPPORTS12 x 12 DECK SUPPORT POST ON BOULDERW/ 12 x 12 STRUT SUPPORT1A4.74A4.545FOUNDATION WALLROOF ABOVEBATHROOM 1003WALK-IN SHOWERW/ CORNER BENCHS H E L V I N G SINGLEHANGINGDOUBLEHANGINGCLOSET ROD & SHELFTV ON SWING ARM 72" A.F.F1 1 7 /8 " 3 ' - 2 " R .O 1 ' - 1 7 /8 "LINEN010POOL COVER UNDER REMOVABLE TOPA4.63A4.3A4.7A4.7LANDSCAPE STAIRS RE: LANDSCAPING-2A5.2FFDDAAHHJJ978KK7A8A3A2A6ABBBCCCAAA18151613GFEDCA456213101114175ACCEELLB4 ' - 5 " 9 ' - 3 " 6 ' - 1 0 1 /4" 1 4' - 8 5 /8" 3 ' - 9 3 /8 " 2 ' - 0 "15' - 3 3/8"10' - 0 1/8"19' - 0 1/4"26' - 2 7/8"BB6' - 4 5/8"7' - 1 5/8"3' - 6"16' - 2 5/8"8' - 4 1/8"2' - 10 7/8"3' - 1 1/8"6' - 8 7/8"4' - 10 5/8"6' - 11 5/8"9' - 6 3/8"9' - 6 1/8"6' - 11 5/8"2' - 2 1/4"6' - 6 1/4"5' - 9 5/8"2' - 5 3/4"2' - 3 3/8"2' - 1 1/2"11' - 1 1/2"5' - 11 3/4"2' - 1 7/8"18' - 6 1/8"68.1°72.5°107.5°19' - 0 1/4"6' - 11 5/8"2 3 ' - 6 1 /4 "2 5 ' - 1 1 /2 "28' - 8"10"11 1/2"12GG5 PANEL SLIDING DOOR TRACKA7.101NORTH 2A5.41A5.5A7.61MOTOR UNDER REMOVABLE TOP52' - 1"1' - 2 1/8"E Q E Q4'-0" DEEP6'-0" DEEPSLOPED POOL BOTTOM3A5.3005009006008001001A005B019021005A017003A002003003B016012B011013012A010002001011011009009A4.51-----9 1/4"3' - 1 5/8"5 1/2"R.O2' - 6"5 1/2"-----7' - 0 3/8"3' - 2" R.O1' - 0 5/8"3' - 6 7/8"10' - 0 1/8"EQEQEQ-----R.O3' - 2"8 1/2"-----A4.732A5.53A5.5008--------FIXED PANELCARPET FLOORING-FIXED PANELFLUSH THRESHOLD RE: DETAILFIXED PANELFIXED PANEL4' - 10 15/16"10' - 4 7/16"4' - 9"5' - 3 1/8"11' - 1 1/8"DDD11 1/2"1' - 0 1/2"11 1/2"25' - 6"1' - 2"10"6' - 9 15/16"----AIR INTAKE RE:MECHANICALFDFD. DRAIN TO DAYLIGHTWD. WRAPPED STEEL BEAM RE: STRUCTWD. WRAPPED STEEL BEAM RE: STRUCTE36E34CREEK SETBACK LINEBUILDING ENVELOPE2 0' - 6 1 /4"15' - 1 7/16"16' - 4 1/4"6' - 4 5/8"26' - 10 3/16"45' - 3 1/8"19' - 2 13/16"44' - 5 3/4"1'-0" COPINGTRACK FOR AUTOMATIC POOL COVERTRACK FORAUTOMATIC POOLCOVERRAIN SHOWER HEAD ABOVETILE @ WALL RE: INTERIORSSTONE VENEER @ WALLSTONE VENEER @ WALLTILE @ WALL RE: INTERIORSBATTERED STONE @BASE TYP.BATTERED STONE @BASE TYP.BATTERED STONE @BASE TYP. RE: DETAILBATTERED STONE @BASE TYP. RE: DETAIL2" FS-1RE:MECHFIXED GLASS DOORSFIXED GLASS DOORSAIR INTAKE WELLFDFD5A6.12A5.3RE: LANDSCAPINGFOR PLANTING PLANETC.4A5.3MAIN LEVEL SCREENED PORCHFIREPLACE CONC. SUPPORT RE:STRUCT. & FIREPLACE SHEET A7.3INACTIVE DOOR7937' - 6"T.O FINISH7937' - 5 1/4"T.O CONC. U.N.O7937' - 6"T.O STONE7937' - 3"T.O CONC.7937' - 6"T.O STONE7937' - 3"T.O CONC.STONE VENEER @ WALL7937' - 5 1/4"T.O CONC. @ WALL7937' - 5 1/4"T.O CONC. @ WALL*NOTE:NON-PAPERFACED GWB. @ POOLMECHANICAL TYP.7937' - 6"T.O STONE @ DOOR7937' - 5"T.O STONE @ EDGE OF STONE7937' - 2 5/8"T.O STONE @ EDGE OF STONE7937' - 3"T.O STONE @ DOOR5 3/4"1' - 10"POWDER 2007EQEQLINEN0041 /2 " / 1 2 "5/16" / 12"7/16" / 12"1/8" / 12"3" LINEAR DRAINHONED FLOORING1A6.15A6.17A6.12A6.12A6.33A6.34A6.32A6.1SIM.8A6.24A6.1-----FD @ PIT RE:MECH & SECTION2" FS-1RE:MECH2" FS-1RE:MECH2" FS-1RE:MECH2" FS-1RE:MECH2" FS-1RE:MECH5/16" / 12"1/4" / 12"3/8" / 12"3/8" / 12"3/8" / 12"1 /2 " / 1 2 "9 /1 6 " / 1 2 "1/2" / 12"9 /1 6 " / 1 2 "1/2" / 12"3/8" / 12"3 /8 " / 1 2 " 5 /1 6 " / 1 2 "5/16" / 12"5 /1 6 " / 1 2 "1 /8 " / 1 2 "1/4" / 12"3/16" / 12"1/4" / 12"1/4" / 12"3/16" / 12"3/16" / 12"3/16" / 12"3/16" / 12"..DOWNSPOUT4A5.4STORAGE02323CONC. WALL STEP RE: STRUCT.5"14' - 2 1/4"5"1' - 5 1/8"R.O2' - 8"1' - 4 1/8"14' - 5 3/4"5' - 6 3/4"4' - 0 1/16"11' - 3"3' - 3 3/4"16' - 1 15/16"5"9' - 3 3/16"1' - 4 1/4"4' - 1"5 " 2 ' - 5 3 /8 " 3 ' - 1 7 /1 6" 3 ' - 4 1 1 /16 " 5 ' - 7 1 /4 " 5 " 4 ' - 0 "3' - 10"1' - 8 9/16"2' - 8"1' - 0 5/8"5"6' - 3 3/4"3' - 8 3/8"14' - 9 7/8"9 ' - 4 3 /4 " 3 ' - 5 1 /4 " 7 ' - 8 " 1 ' - 0 "2 ' - 5 5 /8 "2 ' - 8 " R .O 2 ' - 0 7 /8 "2' - 6" R.O2' - 10 1/2"1' - 2 5/8"2' - 8" R.O4 7/16"5' - 5 9/16"5 ' - 2 "1' - 3 7/16"2' - 6" R.O0072' - 7 9/16"3' - 10 5/16"6 5/8"R.O2' - 6"2 1/2"5 " 5 ' - 3 3 /4 " 2 0' - 6 "8 3/16"13' - 0"8 3/16"E Q E Q 3 ' - 1 0 1 /4" 6 ' - 6 " 1 7.5°3' - 5 1/2"10 3/16"R.O2' - 6"4 1/8"R.O2' - 4"11 3/8"1' - 0 5/8"R.O3' - 0"4' - 10 3/8"4"8' - 7"3' - 6"6 5/8"21' - 0" R.O1' - 1 7/8"10' - 7 1/8"17' - 2 13/16"5"6' - 5 5/16"7' - 0 7/8"3' - 8 9/16"5"6 5/8"10' - 9 1/2"2' - 5 15/16"5' - 0" R.O3' - 1 3/16"5"3' - 11 5/16"5 3/4"6' - 3 1/2"5' - 10 1/16"5' - 1 3/4"2' - 6"22' - 11 5/8"4' - 3 1/2"2' - 6"7 5/8"5"16' - 10 1/4"8' - 6 1/16"14' - 6 1/8"6' - 0 3/4"5' - 7 1/4"1' - 1 7/16"12' - 0" R.O6 " C L R .A L I G N 1' - 7 5/8"4' - 2"29' - 8 1/2"6' - 7 3/8"12' - 3 5/8"2' - 1 7/8"5"R.O3' - 10 3/4"3"6' - 8 3/4" R.O2 1/4"R.O6' - 4 3/4"1' - 1 11/16"8' - 2 3/8"45' - 0 9/16" R.O1' - 2 5/8"1' - 0"16' - 1 1/4"3' - 2" R.O1' - 1"R.O2' - 8"6 3/4"2' - 9"6' - 4 3/8"R.O3' - 0"4' - 9 15/16"1 7.5°5"9' - 2 5/8"3' - 0 3/4"2' - 9 3/8"21.9°5"26' - 6"5"1' - 5 3/8"5' - 2 3/8"13' - 1 9/16"4' - 5 1/8"5"5 "2 2 ' - 0 3 /1 6 "5 "7937' - 5 1/4"T.O CONC. @ DOOR W/ 3/4" STEP DOWN7' - 7 3/4"1' - 0"5' - 11 9/16"52' - 1"4' - 10 7/8"5"2 1 .9 °R.O3' - 0 3/4"2' - 0 1/2"6 ' - 5 3 /4 " R .O 1 3' - 0 3 /4" 1 1 3 /4 " 8 ' - 0 1 /4 " R .O 2 ' - 0 3 /4 " 1 0' - 5 "14' - 4 3/8"3' - 6"5"4 ' - 1 1 "6 ' - 1 5 /1 6 "6' - 7 1/16"2 ' - 6 " R .O 2 ' - 1 0 7 /8"5"1' - 4 5/8"107.5°A8.112WOOD FRAMED WALLS AND COLUMNSSTONE VENEER SHOWN WITH DIAGONAL HATCHScaleDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.comIssue DateREVISION 1/4" = 1'-0"PALMEROSA RANCHA3.0LOWERLEVELFLOORPLANHDBHBPRECOURT RESIDENCE03-16-2012CORE & SHELLPROGRESS SETNOT FORCONSTRUCTION0'2'4'8'16'- 1/4" = 1'-0"1LOWER LEVEL FINISHED FLOOR PLAN 1/4" = 1'-0"WALL LEGENDRevision DateRevisionDescription UPDNUPDNDW DW3636384042444648505050505050464848WOOD FRAMED WALLS AND COLUMNSSTONE VENEER SHOWN WITH DIAGONAL HATCHA4.11A4.411A4.21A4.55A4.56124MASTERBATHROOM101MASTER CLOSET104MASTER POWDER103MASTER SHOWER102SNORING ROOM106DINING112ENTRY108GARAGE128POWDER 1110PANTRY117DOGSHOWERTV ON SWING ARMARTARTTV1A5.11A5.2DRAWERSUNDERTABLEBENCH3" LINEARDRAIND B L H A N G I N G S H E L V E S BENCHMAKE-UPCOUNTERBUILT-IN W/TV NOOKCOFFEE TABLETABLE123B E N C H W / C U B B IE S A B O V E BENCHMUD RM CLOSET1124MUD RM CLOSET2125AUDIRANGE ROVERCOUNTER 44" A.F.FBBQ GRILLCOPPER PANEL BEHIND BBQ& WD. STORAGEDRAWERS & SHELVESCOFFEE TABLER 3' - 0"FURNITUREPIECE1A5.3A4.62SCREENEDPORCH115FREE STANDING TUBMIRRORFURNITURE PIECEWASHER DRYERON 1'-0" RISER KIT2 CAR 9'-0" HT. GARAGE DOOR1A5.4STAIR HALLWAY1132A5.1E52E48E46E44E42ASPHALT DRIVEE48E36E38E40CREEK SETBACK LINEE36E34E42ARTART2x4 SCREENED WALL2x4 SCREENED WALLSCREENDOORSCREEN DOORREFRIGERATORSFLAGSTONE COVERED PATIODBL HANGINGSINGLE HANGINGCOFFEE TABLEFIREPLACECOFFEE TABLEWD.STORAGEWD6 ' - 1 0 1 /4 "BENCH8' - 7 1/4"1' - 10 3/8"9 3/4"R.O5' - 6"4 7/8"2' - 3 1/4"29 ' - 0 3 /4 " R .O 7 ' - 0 3 /4 " 6 1 /8 "R .O 3 ' - 2 " 4 ' - 1 1 /8 " C U B B IE S CLOSET109LIVING111LAUNDRY120MUD RM121OFFICE ENTRY126MUD RM CLOSET4123MUD RM CLOSET3122RE: LANDSCAPINGEQEQENCLOSED GAS LOGSET FIREPLACEOPEN TO BELOWEQEQCENTERLINE@ KITCHEN/FAMILY & LIVINGCLOSET1191' - 6"2"12' - 11 3/8"11' - 3 3/4"RE: A3.4 FOR REMAINDER OF GARAGESTONE PATIO / WALKWAYRE:LANDSCAPINGKITCHEN OFFICE116STORAGE127A4.52REFRIGERATOR42" A.F.FLINE OF EXT. SIDE OFWALL BELOW8"EQEQ3' - 4"ART7 1/8"R.O3' - 2"1' - 0 5/8"13' - 5 1/4"EXTERIOR BOULDER STEPS TOLOWER LEVEL RE: LANDSCAPINGSTONE PATIO & WALKWAYC U T S T O N E F L A G S T O N E ASPHALTSTONEBUILDING ENVELOPEBUILDING ENVELOPE7349' - 6"1A4.74A4.54534' - 8 5/8"9' - 7 5/8"4' - 8 5/8"4' - 1 5/8"2' - 9 3/4"2' - 2 1/4"6' - 6 1/4"5' - 9 5/8"2' - 5 3/4"2' - 3 3/8"2' - 1 1/2"11' - 1 1/2"5' - 11 3/4"DRAWERS & SHELVESSINGLE HANGINGDBL HANGINGLINEN1 STEPA4.63A4.3A4.7A4.71' - 6"-2A5.2FFDDAAHHJJ978KK7A8A3A2A4A6ABBBCCCAAA18151613GFEDCA456213101114175A5ACCEELL4' - 10 7/8"15' - 1 3/8"5' - 3 1/8"11' - 1 1/8"16' - 4 1/4"2 0' - 6 1 /4" 1 4' - 8 5 /8" 3 ' - 9 3 /8 "BBB19' - 0 1/4"6' - 11 5/8"14' - 6 1/8"2' - 10 7/8"3' - 1 1/8"6' - 8 7/8"4' - 10 5/8"11' - 7 1/2"8' - 4 1/8"16' - 2 5/8"6' - 4 5/8"7' - 1 5/8"3' - 6"1211' - 6 1/4"29' - 9 5/8"45' - 5 3/4"19' - 0 1/4"17' - 0 1/4"27' - 5 1/2"GG2 3 ' - 6 1 /4 "6' - 11 5/8"26' - 5 1/2"2' - 0"2' - 0"2 ' - 2 3 /4 " 2 0 ' - 0 " 2 ' - 1 0 5 /8 "A7.102ELEVATOR021NORTH2A5.4114B1A5.5A7.62A7.913A5.3EXT. OF WALL BELOWA7.11A7.13A7.21A7.24A7.33A7.31124A122121120106105101104103108126125117119B113113A110109116114AEQEQA4.51A4.73FURNITURETV & FURNITURE NOOK2A5.53A5.56 1 /2 "119A3 3/4"A9.454A9.414 ' - 4 1 /4 " C L R .IRONING BOARD TOFOLD UP INTO WALLOPEN GAS LOG SETFIREPLACEOPEN GAS LOG SETFIREPLACE RE: SHEETA7.2MASONRY WOODBURNING GAS STARTFIREPLACE23--EXTERIOR FACEOF FINISH @LOWER LEVELMECH CHASE129CLR.1' - 2"CLR.1' - 2"3 5/8"R.O4' - 6"6 1/8"1' - 6 3/4"2 5/8"R.O4' - 6"7 7/16"MECH. CHASEMECH. CHASEHOT & COLD HOSE BIBFOR DOG SHOWER @INT. WALLCLR.1' - 2"CUSTOM BARN DOORSFROM OWNER7CASED OPENINGLINEAR PERIMETER DRAIN5/16" / 12"3/16" / 12"1/8" / 12"7349' - 5 3/4"7349' - 3 7/8"7349' - 3 7/8"7349' - 3 7/8"7349' - 3 7/8"7349' - 6"7349' - 6"MECH. CHASE2 5 ' - 1 7 /1 6 "8 "DDD11 1/2"1' - 0 1/2"11 1/2"25' - 6"1' - 2"10"6' - 9 15/16"ASPHALTCUT STONE----FIXEDDOORFIXEDDOOR5 1/2"1' - 8 3/8"9' - 2"1' - 1 1/2"R.O3' - 10 13/16"9 3/4"3' - 3 15/16"R.O3' - 2"11' - 3 1/4"R.O3' - 2"3' - 7 9/16"GRATE OVER AIRINTAKE PIT. FD @BASE OF PITEQEQDOG BEDMASTERHALLWAY107MASTERBEDROOM105ELEVATORHALLWAY118SPLIT RAIL FENCE10' - 4 7/16"4' - 9"2 ' - 0 " 4 ' - 5 " 9 ' - 3 1 /1 6" 6 ' - 1 0 1 /4"15' - 1 7/16"16' - 4 1/4"2 1 .9 °17.5°72.5°68.1°DOWNSPOUT DRAINTO DAYLIGHTEXTERIOR FACE OF FINISH@ UPPER LEVEL2' - 5 1/4"BATTERED STONE @BASE TYP. RE:DETAIL7349' - 6"7349' - 6"1/8" / FT.SLOPE7349' - 3"7349' - 3"7349' - 3"5A6.1----10' - 1 7/8"10' - 8 3/4"2A5.34A5.31A6.82A6.83A6.8SHELF & BOOKCASEA7.41A7.431/8" / 12"7349' - 3"T.O PLY U.N.O7349' - 6"T.O FINISH U.N.O7349' - 6"T.O FINISH @ DOOR7349' - 5"T.O FINISH @ STEP1/8" / 12"1/8" / 12"3/16" / 12"1/4" / 12"1/8" / 12"5 /1 6 " / 1 2 "5 /1 6 " / 1 2 "1/8" / 12"1/8" / 12"5 /1 6 " / 1 2 "1/8" / 12"5 /1 6 " / 1 2 "COUNTER36" A.F.F7349' - 6"7349' - 6"A4.76A4.77A4.574' - 5 1/8"5 1/2"6' - 3 1/2"5' - 10 1/16"5' - 8" CLR.5' - 6 7/8" CLR.7A6.94A6.95A6.94A6.16A6.16A6.25A6.11A6.92A6.97A6.21A6.25A6.24A6.21A6.33A6.25A6.36A6.3T.O. T&G DECKING7348' - 11"9A6.911A6.94A6.46A6.41071117A6.4A7.1111 /8 " / 1 2 "3/16" / 12"3/8" / 12"A7.112----A9.123A9.1145A9.161A9.34212DRAIN RE: LANDSCAPINGA9.3A9.2A9.2A9.33A9.23610 1/8"10 1/8"10 1/8"10 1/8"10 1/8"10 1/8"7349' - 3 1/4"7349' - 4 1/8"7349' - 6"2" FD RE: MECH2" FD RE: MECH7349' - 6"7349' - 5"7349' - 4 1/4"4A5.4A8.183 ' - 3 3 /8 " R .O 2 ' - 6 3 /4 " 1 0' - 5 1 /8" R .O 3 ' - 1 3 /4 " 1 ' - 1 1 /4 "1' - 3"R.O8' - 0 3/4"1' - 9 3/8"1 ' - 3 " 7 ' - 0 3 /4 " R .O 6 ' - 4 7 /8 " 9 " 3 ' - 0 3 /4 " R .O6 1/16"R.O14' - 0 9/16"6 3/16"8 3/4"R.O2' - 6 3/4"13' - 0 3/4"4 ' - 5 "7' - 1 1/4"R.O3' - 0 3/4"4' - 11 7/16"9 ' - 3 1 /1 6"3' - 0 3/4" R.O2' - 4 1/4"15' - 1 7/16"6' - 1"3' - 10 3/4"5' - 11"1 3' - 6 " 6 " R .O 3 ' - 0 " 2 ' - 7 1 /4 "15' - 10 3/4"6 ' - 1 1 /4 " 3 ' - 0 " 2 ' - 7 1 /4 " 6 " 4 ' - 3 1 /2 " 1 4' - 8 5 /8" 6 ' - 2 3 /4 " 8 ' - 1 1 9 /16 "9' - 8 15/16"1' - 8 3/16"13' - 5 1/4"5' - 0"14' - 6 1/4"5' - 3 3/4"11' - 1 1/8"72.5°R.O5' - 0 3/4"1' - 6 1/2"2' - 7 1/8"R.O3' - 1 1/4"10 3/4"6 5/8"R.O3' - 2"1' - 1 7/16"3' - 3 11/16"6' - 7 1/8"4' - 10 1/16"1 ' - 1 0 5 /8" R .O 3 ' - 2 " 1 0 5 /8 "1' - 0"9' - 10 3/8"3' - 5 1/4"R.O3' - 6 3/4"5 1/8"R.O4' - 2"5 1/8"R.O3' - 6 3/4"3' - 5 1/4"2' - 2 15/16"13' - 7 3/8"1' - 1 5/8"2' - 5 1/2"2' - 11 3/8"R.O2' - 8"11"14' - 4 1/8"6' - 2 3/4"6' - 2 1/4"1' - 6 1/8"17' - 0 5/8"4' - 6 1/16"18' - 5 7/16"6' - 5 3/4" R.O4' - 8 15/16"2' - 8 3/4"2' - 3 1/2"5' - 9 3/4"R.O3' - 2"13' - 7 1/16"R.O3' - 2"1' - 0 9/16"2' - 7"R.O4' - 3 3/4"2 1/4"R.O6' - 8 3/4"2 1/4"R.O6' - 8 3/4"8' - 0 15/16"7 1/4"4' - 2 3/8"4 1/2"R.O8' - 8"4 1/2"4' - 2 3/8"7 1/4"1' - 1 5/8"R.O4' - 3 3/4"3"R.O4' - 3 3/4"9 13/16"R.O2' - 6 3/4"2' - 0"R.O9' - 6 3/4"1' - 10 9/16"R.O19' - 0 3/4"1' - 0 3/16"8' - 1 3/8"32' - 4 7/8"8' - 1 1/4"2' - 1 5/8"4' - 3 7/8" CLR.3' - 7 1/8"5' - 3 11/16"2' - 1 5/8"CLR.5' - 8 7/8"8' - 10 1/4"CLR.5' - 2 7/8"15' - 4 1/16"5' - 8 5/16"5' - 3 1/4"1' - 8 5/8"1' - 8 5/8"1' - 11 7/16"R.O3' - 0 3/4"1' - 11 7/16"RE: SHEET A7.6 FOR STAIR DIMENSIONS9 13/16"R.O3' - 10 13/16"8"1' - 3 7/8"1' - 5 3/4"R.O3' - 2"1' - 9 1/4"8' - 8 9/16"5 1/2"2' - 11 3/4"3' - 2" R.O2' - 6 13/16"RE: SHEET A7.10FOR ELEVATORDIMS2 1 .9 ° 2 ' - 8 7 /8 "9 ' - 7 1 /2 "3 ' - 8 7 /8 " 3 ' - 3 9 /1 6 " R .O 3 ' - 2 "2 ' - 6 7 /8 "2 5 ' - 3 1 5 /1 6 "1' - 2 1/16"R.O2' - 6"10 5/8"4' - 6 11/16"7 7/16"4' - 6" R.O2 5/8"1' - 6 3/4"6 1/8"4' - 6" R.O3 5/8"6' - 5"1 4 ' - 4 1 /8 "3 ' - 6 7 /1 6 "R .O3' - 2 "1 ' - 1 1 /4 "2 ' - 1 1 7 /8 "14' - 1 5/16"A LI G N WALL HOOKS TYP.WALLHOOKSTYP.ROD & SHELFTYP.ROD & SHELFDOWNSPOUT1 ' - 1 1 /2 "R .O2' - 6 3 /4 "8 ' - 3 3 /4 "R .O8' - 2 3 /4 "3 ' - 3 7 /1 6 "4 ' - 6 1 1 /1 6 "3 ' - 2 " R .O 1 0 ' - 1 7 /1 6 "R .O3' - 0 3 /4 "4 ' - 1 0 5 /8 "16' - 3"6' - 0 15/16"6' - 0 3/4" R.O9' - 1 13/16"R.O2' - 6 3/4"3' - 9 1/16"28' - 9 1/2" B/W 10 X 10 COLUMNS10' - 6"1' - 5 1/2"3' - 8 1/8"R.O3' - 2"3' - 7 3/4"6' - 3 5/8"1' - 1 1/8"R.O3' - 0"8 5/8"4' - 0" CLR.2' - 2"CONC. STAIRSRISERS @ 6" ;1'-0" TREADR .O 3 ' - 0 3 /4 "9 "3 ' - 8 5 /1 6"WD.STONEWD.STONEMECH. CHASE10 X 10 HAND HEWN DOUG FIR. COLUMNRE: SHEET A7.9 FORSTAIR DIMS2X8 WALL FRAMINGA8.18ScaleDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.comIssue DateREVISION 1/4" = 1'-0"PALMEROSA RANCHA3.1MAIN LEVELFLOORPLANHDBHBPRECOURT RESIDENCE03-16-2012CORE & SHELLPROGRESS SETApprover0'2'4'8'16' 1/4" = 1'-0"WALL LEGEND 1/4" = 1'-0"1MAIN LEVEL FLOOR PLAN FINISHEDFLOORRevision DateRevisionDescription DNDND WWOOD FRAMED WALLS AND COLUMNSSTONE VENEER SHOWN WITH DIAGONAL HATCHA4.11A4.41A4.21A4.55A4.56A4.611A5.11A5.21A5.3A4.621A5.4JAYS OFFICE2042A5.1CHIMNEY CAP215214LIBRARY203LOW HEAD HT.MECH. SPACE208POWDER 4205MECH. CHASE206STORAGE202MEETING ROOM211LOW HEAD HT.STORAGE209HALLWAY213MOLLY'S OFFICE216KITCHENETTE215POWDER 3214LOW HEAD HT.STORAGE2103" / 12"21320914' - 6"8' - 7 1/2"EQEQ202E Q E Q CENTERLINE@ JAYS OFFICEEQEQ4' - 4" CLR.3' - 6"OPEN TO BELOWGUARDRAILSTAIR201ELEVATOR021OPEN GAS LOGSET FIREPLACERE: SHEET A7.5CENTERLINE@JAYS OFFICETABLECOFFEE TABLEDESKDESKDESKDESKCONFERENCE TABLEDESKCHIMNEY CAPCHIMNEY CAP6" / 12"6" / 12"2" / 12"4" / 12"4" / 12"2" / 12 "2" / 12"2" / 12"8" / 12"8" / 12"2" / 12"8" / 12"8" / 12"2" / 12"3 1 /2 " / 1 2 "A4.52WALL BELOWWALL BELOWWALL BELOWWALL BELOWEXTERIOR FACE OF FINISH @ GRADERE: 1/A3.3 ROOF PLAN FOR REMAINDER OF ROOF FOOTPRINTA4.74A4.5456'-8" HEAD HEIGHT4'-9" HEAD HEIGHTLOW CEILINGSTORAGELOW HEAD HT.STORAGE212LOW HEAD HT.STORAGE217A4.633" / 12"FIREPLACEFLUE/CHASECLOSET207-2A5.23A5.4FFDDHHJJ978KK7A8A3A2A4A6ABBBCCCAAA18151613GFEDCA456213101114175A5AEEEFFFCCEELL1ABBB12GG3' - 6"27' - 5 1/2"14' - 9 5/8"15' - 6 1/2"5' - 11 3/4"2 3 ' - 6 1 /4 "4' - 6 3/4"A7.103NORTH 4A5.52A5.4A7.63A7.923A5.3EXTERIOR FACE OF FINISH @ GRADEEXTERIOR FACE OF FINISH @ GRADEEXTERIOR FACE OF FINISH @ GRADEEXTERIOR FACE OF FINISH @ GRADEEXTERIOR FACE OF FINISH @ MAIN LEVELEXTERIOR FACE OF FINISH @ MAIN LEVELEXTERIOR FACE OF FINISH @ MAIN LEVELA7.22A7.51216209210205217212207208201204206207211212212212A4.51OPEN TO BELOW2A5.53A5.5REFRIGERATOR2 3 ' - 0 5 /8 "DOWNSPOUT BELOW119C204EXTERIOR FACEOF FINISH @LOWER LEVELMECH. DUCTDDD4 ' - 5 " 9 ' - 3 1 /1 6" 6 ' - 1 0 1 /4" 1 4' - 8 5 /8" 3 ' - 9 3 /8 " 2 ' - 0 "4' - 10 15/16"10' - 4 7/16"4' - 9"5' - 3 1/8"11' - 1 1/8"9' - 6 1/16"9' - 6 3/16"6' - 11 9/16"2' - 2 1/4"6' - 6 5/16"5' - 9 5/8"2' - 5 3/4"2' - 3 7/16"2' - 1 9/16"11' - 1 7/16"5' - 11 13/16"7' - 1 5/8"16' - 2 9/16"8' - 4 1/8"2' - 10 13/16"3' - 1 1/8"6' - 8 15/16"4' - 10 5/8"6' - 11 5/8"2 5 ' - 1 7 /1 6 "8 "1 1 ' - 8 "1 ' - 8 1 /2 "1' - 8 1/2"11 1/2"1 ' - 8 1 /2 "11 1/2"1 1 1 /2 "1' - 6 1/2"3' - 0"2 ' - 9 "3' - 0"4' - 4"3' - 3 3/8"1' - 6"2' - 10"2' - 0"2' - 10"8' - 5 7/8"8' - 6 5/16"4 ' - 0 "2X6 FURRED OUT MECH WALL6" / 12 "6" / 12 "ROOF CRICKET @ CHIMNEY4' - 4"4' - 0"2A5.34A5.3BUILT-IN BOOK SHELFA7.42BUILT-IN DESK AREABUILT-IN DESK AREA7361' - 0"T.O FINISH7360' - 11 1/4"T.O PLY.A4.57KITCHEN EXHAUSTVENT RE:MECHA7.5-3BUILT-IN BOOKCASETV STAND & BOOKCASE612/6 MECH DUCT RE: MECHFOR ROUTING2' - 0 5/8"6' - 8 5/16"CHIMNEYCRICKET @STONE CORNER4A5.48' - 9 7/16"10' - 0 3/4" R.O8' - 7 3/8"3' - 2 5/16"17' - 5 1/8"3' - 3 5/16"3' - 1 5/16"1' - 4"11' - 0 1/8"6' - 0 3/4"1' - 0 5/8"5' - 4" R.O10 5/8"4' - 0 1/2"3' - 2 1/4"2' - 6 5/16"3' - 2 5/16"6' - 2 3/4"5' - 2 3/4"3' - 11 5/8"5' - 11 5/16"1' - 2 3/8"R.O3' - 2"1' - 7 1/2"6' - 3 1/2"5 1/2"3' - 11 5/8"2' - 8 3/4"10' - 0 3/4" R.O2' - 8 3/4"8' - 3 9/16"6' - 0 3/4"15' - 0 3/4"6' - 0"1' - 2 5/8"5' - 2 7/16"2' - 10 5/8"8' - 3 9/16"3' - 7 1/16"6' - 2 3/4"7' - 3 1/4"10 1/4"R.O2' - 6"6 1/4"5 5/8"R.O2' - 8"2' - 9 11/16"1' - 3 1/8"3' - 0"3' - 1 11/16"2' - 2 3/8"1' - 2 15/16"8' - 0 3/4"1' - 2 15/16"6' - 2 3/4"RE: SHEET A7.9FOR STAIR DIMS25' - 0 1/4"17' - 1 15/16"UPPER ROOFFRAMES INTOLOWER ROOFRE: ELEVATION2/A4.7RE: SHEET A7.10 FORELEVATOR DIMS2 3 ' - 6 1 /4 "3 ' - 1 0 1 /2 "7 ' - 5 3 /8 "6 ' - 1 1 3 /8 "3 ' - 2 "3 ' - 1 0 5 /8 "11 3/16"R.O2' - 8"11 1/8"11' - 0 1/16"8' - 8 5/8"4 ' - 0 3 /4 " R .O 2 1 /4 "8 ' - 0 3 /4 " R .O 2 1 /4 "4 ' - 0 3 /4 " R .O 4 ' - 4 7 /8 "4 3 /8 "R .O2' - 6 "1 ' - 0 1 /8 "3 ' - 9 1 /4 "R .O2' - 8 "1 ' - 0 1 /8 "2 ' - 6 1 /4 "R .O2' - 8 "4 ' - 1 1 1 /8 "203205--1 5 /8 "R .O2' - 8 "7 1 /2 "90.0°5' - 3"1' - 0 9/16"R.O3' - 8 3/4"2 1/4"R.O11' - 0 3/4"2 1/4"R.O3' - 8 3/4"1' - 0 3/4"4' - 2 3/8"4 ' - 1 0 5 /1 6 "R .O2' - 6 3 /4 "1 0 ' - 8 1 /1 6 "2 ' - 6 3 /4 "5 ' - 1 5 /8 "3 ' - 8 "1 ' - 3 "1 1 ' - 2 5 /8 "1 5 ' - 1 1 /4 "1 7 ' - 6 3 /4 "3 ' - 1 0 9 /1 6 "5' - 10 1/8"4' - 8 3/4"5' - 11 1/16"R.O6' - 2"7' - 4"1 ' - 0 1 5 /1 6 "R .O 2 ' - 6 " 3 9 /1 6 "9 ' - 0 1 /1 6 " 8 ' - 7 1 /8 "DOWNSPOUT1 2 ' - 0 3 /4 " 1 ' - 6 3 /8 "9 ' - 0 1 /1 6 " 6 ' - 7 1 /8 " R .O 1 2 ' - 6 3 /4 " 6 ' - 7 9 /1 6 "14' - 2 1/8"1' - 4 3/8"R.O2' - 8"1' - 2 9/16"11 1/8"R.O3' - 2"7 5/8"ScaleDrawn byChecked byUS Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.comIssue DateREVISION 1/4" = 1'-0"PALMEROSA RANCHA3.2UPPERLEVELPLANHDBHBPRECOURT RESIDENCE03-16-2012CORE & SHELLPROGRESS SETApprover0'2'4'8'16' 1/4" = 1'-0"WALL LEGEND 1/4" = 1'-0"1UPPER LEVEL FLOOR PLAN FINISHEDFLOORRevision DateRevisionDescription