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pitkin.eh.264310300014 (2016)
MOM ONSITE WASTEWATER TREATML,4T SYSTEM (OWTS) EH/NR CONSTRUCTION PERMIT f 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0025.2015.POWT Parcel ID #: 2643-103-00-014 Permit Issued: ®NEW ❑REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Huffman LLC Property Address: 484 Little Woody Creek Legal Description: M/B, Woody Creek Section Size of Lot: 28.75 Acres Size of Building: 6,377 ft2 Detached Accessory Unit: Size of Accessory Unit: ®YES [:]NO 1000 ft2 This system is designed to serve 6 bedrooms total, 5 in the main house and 1 in the CDU Designed By: High Country Engineering Project #: _ Phone #: 970-945-8676 Mailing Address: Fax #: 970-945-2555 Email Address: 2151011 Dated: 1517 Blake Ave Perc Rate: .80 LTAR Profile Hole Depth: 8' Depth to Groundwater or Bedrock: Minimum Tank Capacity., 2000 gal. (main) 1000 (CDU) Minimum Absorption Area: 1050 ft2 Permit Conditions: ➢ 8' This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This system will consist of a tank for each building (2000 gallon for main home, 1000 for CDU), each 2 compartment concrete tank must be accessiblefrom grade and have an effluent filter in the outlet tee. Each tank will flow to splitter box that is level and accessible from grape. This will flow to a level manifold which will evenly distribute effluent to each of the 5 trenches. Each trench will consist of 14 chambers, observation ports must be installed at each end of each trench. Field area must be at least 116' from any well,; and at least 100' from a stream. This Permit must be kept on-s"te during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications) for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Bryan 4augherty, REHS Date: 8/26/15 Expires: 8/26/15 Installer [[' =" t License #: Reactivation Authorized by: Fin1l4prQk(al Issue By: Date: t _ New Expiration Date: FimepyW MEJHI/NR! UNSITE WASTEWATER TREATMEN. SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd •Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 264310300014 970-920-5160 or at www,pitkinassessor.org): Purpose of Permit: ❑■ NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): X30 00 � Property Address: 0484 Little Woody Creek Road Lot: Block: Filing: Subdivision: M/B Woody Creek Se -.tion (see attached legal description) Property Owner(s)*: Email Address: Huffman LLC jpappas@ags-la.com Owner's Mailing Address: City, State, Zip: 10960 Wilshire Blvd. # 900 Los Angeles, CA 90024 Home Phone: Business Phone: 818.404.0072 'Contact information must tie orovided for the owner siqninq this application Primary Contact Person/Applicant (if not owner): Company: Max Filiss Divide Creek Builders Contact/Applicant Mailing Address: City, State, Zip: 1531 County Road 342 Silt, CO 81652 Cell Phone: Business Phone: 970.618.7158 970.876.5145 Fax Number: Email Address: 970.963.3555 max@dividecreekbuilders.com Building Permit # (if appli le): tbd Lot Size (in acres): 28.75 Size of Building (square feet): Number of Potential Bedrooms: 6,377 sq. ft. 5 (five) Detached Accessory Unit? Size of Accessory Unit (square feet): ■❑ YES ❑ NO 1,000 sq. ft. Number of Potential Bedrooms In or Fixture List for the Accessory Unit: 1 (one) Water Source: ❑■ PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Publi Water System (if applicable): n/a Engineering Firm: Job Number: Phone Number: Fax Number: High Country Engineering 2151011 970.945.8676 970.945.2555 Mailing Address: City, State, Zip: 1517 Blake Avenue Glenwood Springs, CO 81601 PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. Owner Signature Signatu;0001— C Date: Received by EN/HR Staff: Fee 8 Receipt #: Date: - Admin\1-orms\0VV i s Const hOrms\VW i ^> wnstrumon !it nym apfmcaauon.xis C) CIVIL ENGINEERING To: From: Date: Project: Subject: H MEMORANDUM LAND SURVEYING Kurt Dahl, Pitkin County Environmental Health Department Roger Neal, PE December, 2016 20151011.00 484 Little Woody Creek OWTS, Pitkin County, CO. OWTS Construction Approval Letter, Permit # 00592015PRBK The proposed WTS field design at 484 Little Woody Creek Road, Pitkin County, has been installed per the approved aid permitted plans. The installation contractor was Avalanche Excavation, 2007 Chickadee Ct. Silt, CO. The chambers ere trenched down to the tested soil elevation and installed on native material that was reviewed prior to the chambers being installed. The soils were consistent through the chamber trenches as per what was described within the geotechnical report prepared by HP Geotech dated 4-24-15. The fields are locat d in their general area of design and have proper separation from trench to trench. The fields are equal to the required 70 chambers infiltration area per the design. The chamber 2" pipes were run through the upper ports on the end caps and through the chambers with the piping being attached to the top of the chambers per dosing requirements. The inspection ports were installed on both ends of the chamber runs. The ports that were installed were brought to above grade as required. The new septics tank meets sizing requirements and pump requirements per the design and has an inlet drop per design. The tank and manifold were moved down the hill toward the field and also enter the field from the st instead of the west. The internal dosing pump was reviewed by Valley Precast, the installer of the pump and tank system, and has been approved as functioning per design per the attached letter. The tank lids have been raised to the proper elevation above grade and backfilling of the trench and septic tank dig have been completed. Please see attahed photos of the installation. Please let me know if you have questions pertaining to this acceptance letWr submittal. Thanks, Roger Neal, P High Country Inc. 15 17 BLAKE AVENUE, SUITE 10 1 GLENWOOD SPRINGS, CO 81 601 970-945-8676 • PHONE 970-945.2555 • FAX WWW.HCENG.COM Chambers in Trench Manifold Box Raised to Grade • Upper Tank location 1517 BLAKE AVENUE, SUITE 10 1 GLENWOOD SPRINGS, CO 81601 970-945.8676 • PHONE 970-945.2555 • FAX WWW.HCENG.COM VALLEY VPRPR ECAST, Inc. 28005 C.R. 317 P.O. Box 925 Buena Vista, CO 81211 719-395-6764 www.valleyprecast.com November 30, 2016 To Whom It May Concern: We have been to the following site(s): 484 Little Woody Creek Pump startup has been completed We have verified that the system was started properly. The System went through several cycles with no issues. Sincerely, ;X, 7 / /"' /� Jerry Fleck Service Manager co 9 • Manifold Layout Controls and Alarm Manifold Location IS 17 BLAKE AVENUE, SUITE 10 1 GLENWOOD SPRINGS, CO 81 601 970-945.8676 • PHONE 970-945-2555 • FAX WWW.HCENG.COM Brian Pettet Pitkin County Publ. MIN-N,I ` y gggg From: 0 11221 Brickell Ave I Miami FL 33131 AMOUNT One Hundred TwentyFive Thousand and 001100 Brian Pettet TO: Pitkin County Public Works 76 Service Center Rd Aspen CO 81611-2567 Brian Pettet C DOLLARS 12-08-16 7:51am p. 1 of 1 OFFER CODE 8692-5274 DOLLARS CENTS *"`$125,000 .00 NOT A CHECK REAL CHECK You have been pre approved for an unsecured working capital loan in the amount of $125,000. Keystone Financial offers quick and simple business loans with minimal documentation. You can receive funding in as quickly as 24 hours; in some cases we can offer same day funding. Your pre approval is based on reported annual sales and length of time in business. We do not use a credit scoring based model; we base our decision on the strength of the company's cash flow. We fund requests with sub 500 ficos, tax liens, BKs, judgments, etc. Please call 305-280-1166 to receive your funding as quickly as today. I look forward to working with you. We believe lending should be simple, and that's exactly how we operate. Our loans are designed for the business owner that needs low cost funding, quickly, easily and efficiently. We get our credit information from Dun & Brad- street as well as multiple other credit reporting agencies. Your information has been double verified and your funding is available right away. Please call my direct line at 305-280-1166 to receive your funding today. Robert Turner National Account Manager Phone: 305-280-1166 If you no longer wish to receive fax correspondence please call 800-425-2052 and use pin #30268042 Ic 0 OWi3 DESIGN CALCULATIONS PITKIN 2015: 5 NGNOGM RES ^ I1D0 GALNFREDNB)AY a2 PERSONSIBEOROOMzSBEDROOM) / // // UrnE V , ? 1/ �.. • DESIGN FLOW D 10o0GALONS / • CDUBULDNGTOBEH O0 DTOTHEHOMEg SFELD5 TEM. / \ CRE}]( TANK SONG: / / •2S �\ / ...i.. • JIM)— HOUR RETENTIONTIME 2,000 GALLONS 00GGA/ i - - \^ \ / / • USE 2,LON, TWO-COMPARTMENT TANK;r 1 )i\ / / / ,i' . /,< �•F .. ... ... I �.... \,�� F'= ... AB60RPTgM AREA tRIMG ' AR RATE 0.—F(..) : / • s 1- \ I; PROPOSED GALUTA D SORPT ONAREA-AyCWLTM)g10DOmt1 � \♦\ -�\ / / r CM DES ONFLav GAuwv 1•..'- �� } N1 / .. ABSORPTION MEA -1,250 GF / .. 0096 REDUCTION FOR DOSING IN TRENCH LTt TOTAL AREA REOUMED FOR 6 BEDROOMS • tlf eF • - / \ ♦ /JF'' :. "\\ )/ �� HANONOK'PIPE ,,=RED CHAMBERED TRENCH BYBTEM-. �� "`// \ / "� IM;...;:, ``♦ / y / ♦ ^ • ASSORPTIDNAREAPERDESIGNBTSSF. • EACH'ADSCHAMBERALCOUNTSFORISGFOFARFA. ` ♦ ^^ / / / '`�� \`- w SB CHAMBERREOUIRED. .. S RGWS OF CHAMBERS (12 CHAMBERS) •. 1 ROW OF CHAMBERS (11 CHAMBERS) / f P / h \ 7517 / i „ ft -ATM Y ~ A OWTS DESIGN CALCULATIONS PITKIN 2015:- / 101-- 00PORTaim( A, TIED ROOM CDU t (10p GAIIPER$ONNAV z 2 PERbONSATEDROOM • 1 BEDROOM) / ♦ \ \ , ' ' • DE9GN FLOW O 200 GALLONS 1 CDU BUILDING TO BE HOOKED TO THE HOME OMS FIELD SYSTEM. �'` x 7518 �� 1 � \ \\ \ �� � Il - ♦ ^ . $<'? / O TAxK BU:IXO /..\\ CLEMOUT _ \ • (2WIz 169M HOU RRETENTIOMTIME=WOGALLON6 \ . _-, ♦�,S 0 a \\ ,� ` 2j 2�x A � ' D U °z �� • USE 1000GALLON. TWO-COMPARTMENT TANK (MIN) LINE FROM HOUSE�TOEX��Y DRIKWAY J r \ SEPTIC TANK HOUSE ai PIPEOS MNSAUM i % L t i g ANO—ION AREA 80]X0: - �. _— - ♦ SLOPE LTM RATE DSO GAUSF (SAFE) � ', \�%S. p • � +• A w �r + �i �SJ9♦� CALUATEDMSORPI ONAREA A (—AR)=(WB) / R 1.000GAAV • .•.. DESIGN FLOW e�I 2G I A.ME EPTON5EOE ACLLOAN 4➢nC TM 0, / I < / / ` %S'� - 520 Vv •. 3096 REDUCTION FOR DOS NG IN TRENCH LTt j ^ ^ ^ / TOTAL AREA REQUIRED FOR StE0R00Mt 115 SF S. {f ; - ^^-^�Jl ^� ,SSB \ 9@ \.'� 1 EM SEM. _f_ / PROPOSED / ♦\ 1 \SJR `. N // ANO NG 4- PIPE NAGS CHAMBERED TSM MS _M —f / GARAGE PROPOSED,' i \ ^`� 1251E 6F {• SDR SUPPLY .i _MSW—�� - MAIN HOUSE / S!S♦ Z_ y W o _ • EACH -AOS- CHAMBER ACLOU NTS FOR IS EF OF MFA. y 12RCIAMBER REOU RED _ f_~ � 1 i / �TTFRI ERR BOkMN2�0.S ' OF CHAMBER ♦♦ ( CEANOUf WNIMUY SLOPE ON %PES. •• 1 (12CITMBERS) �� ` .Ifx MAMBEREDtYtTEY: HANONI-111 xADiC TRENCH ~ \\ 1 — 815 SF =1050 SF. - �N_r _BMJ - ASE ORPT ON AREA PER DESIGN TDTA.175-87561— \\ w 6M6 cjMq U S M15 EACH 'ADS' CHAMBER ACCOUNTS FOR 155E OF AREA P. � TO CHHEOUREO • SROWS.. OF LHMBER5(1w CHAMBERS) '` JJN\ s..m,ru urzwswx.wrueemmar nu,e+x. M, \\ 100 FOOT CREEK r 1 SETBACK. rwncuw uwuwroxvxwsxwrzuvu ". >, Nrwuoxwm Mouaxoner.xnu r[Mv.n rorrry x+sussK[wxorr '� // 301E OF {• SDR 9IFPLT UK I ♦♦\♦ 0MI PMCEL TiLNK = A To SEPRC LO�FvAn 2 CHAMBER z,000 ' ' PIuNE WHIYUM OF 201 --GALLON SE TANK ' MFuaw.vuu nuwm+wxc�wnxvwurusHuunucexv wmnmv p Amxw Mnevrwxoewuu uMsruweovuuwea�suuu nuuuoouuve Rmw.n. rvo,m / (SEED AiEs) nu fir/ uuw,.Inunuvcwoesarc, 800. r.wewwroxerwsenronr[ms.eKmx[aunrewrwmxM.Mo xuasria Mun woxxno. - / BCI �., / Pte SPUTTER RNeMnM,n.ww ww.mM„wPnHrz.ww.e..,w. C �K"�'” � I / �i J KITH (5) 1• W1LE1S rzsurtsxmsoMlnxm I ` /f w,xuvrw nu,ro emeuxe MrrcTMvsnnu rum. 1� �FENCEO w ,�xN nuvsnsouc�^xos.xpwo. owvu uvvxawiwrxw,.novurouuwuee'u � � � � ,� �1 UNES wnla[+wwsxcuu rouxmnm.o •. wnvuv w+m ..ur✓n I _ SUPPLY (5) {• SDR mr.nen xra.vmu^ wxswu=e,xRzuwo usrunmunmvrmHxrs ruonsoneuswrux ! 1 TO FELD CHAMBERS. J� 1\h jI ONIYUM . 120S SLOPE rm .uxuuusx u ro wxumsr r°M'^smrru.mno[ usrxuvw.0 v,nuuv wn ; Y, II _ \ \ I 1PES IMAGES] RUN: \ 1 10 \``� O O p K S Id F ue vn. m'"'0f"nw.rvAaoumunn.wrnixwservoosrnm.ne umvuv n.r ♦' SE GIR WED I SWN.E ... , / 1 BE GRADED IN MOVE THE smrM / \ . \ j DWIS FlOLD TO DINFAT / " IM O yr 3 �l u sxnmmw ncoonxmmxsmvn Mowsre„n. wzvmwur•r mzwmmu•wwrwnmvxry errexu. evnw[wvusmu,n<ouwcrzosnrzv Nwxe •,wx�uorwwoeum,.romu�v. / WATER MOUND THE FlE1D. n+xssmeu v.Mewn.mu.wum<wxsvon.. v.mvxw Pnrww.nnran w„rwu[mwmn / ) T16E5 (TYPI O U U FWW ums. wxTRartx[M mwrrt,r.nuwoumxeTx[wr,00u[mmw.xnsxsnv. MM,Flmsvx / mNNMnP..mm.n�„mMw.m _ _ wXN„MR +Nwr„"mm x Hnro n.� m», m axDewm m . j I LEGEND NJ m n xMwxwmw mwxwN.mem aN Mww . I .u,mww,oMa•M,ruriex Mexxur j OPO4'P °'KAr z G m x[wnsm.Mvxu mumMrzwaw.uP.mum 5 ROWS OF 14 CHAMBERS. as.ruxRw [ dnwwL mN x.e . / U�� FXOPmn smMD umuuPca,msonxw,w[aKrKu. /4• CSIPoBMON � / -_------------- DaTMa FAY n mvem[wzrex s.ou•,wuoXnemmw[usnw.r•. PAPE TO BE HUNG FROM u.uamxsnnrnmw.uMx<�.Mvr[wnxm[rmux mun xwumMwxevm wuuwAm / GRAPHIC SCALE TOP OF CIAYBERS PER DETAIL .._ rnn- OMmP uua 0oxlaw uwLNwwwlU wnsuw MmrK orws Mxnunmro x+xv INSTAL INSPECTPORTS AT IIISPECIIDN PROUecrrvO. 1151011 w[moMe uwrwmM. END OF LIMBER RUNS PER RXIS (1XP) ® .w snv<wu.eaavwee,xmuru<Mn vm,+mw DETAIL uiunms w,rurMTrzrrcT (M 1Ffr) ,®rwm.«xm .[w.r�oo[.. wnx,r<'urx,.�r„[ner�m,x[wr�oxow.M[[m,.m 11e`•'" ” Mia OWT81 x X Z 2151011 OMR32 • PIPE IS A PRE -MANUFACTURED SDR -35 PERFORATED PIPE WITH HOLES PREDRILLED. FwtYlaw�GwWme^> G.n On4HYMl.aebe irMnwX4ypmn UTIUZE UPPER MANIFOLD abbiYt Mnumim NerY•nnl MulaCnfbrao•mMt6 lM mq tvarT Mtnu. m NNrMi (_° REMOVABLE PVC CAP PORTS FOR PIPE ATTACHMENTS, 4• DISTRIBUTION PIPE 70 HANG y,, s,.q.+v s B•e.nE a:r+ra . M a ��� cm's+%--. .,me =•zam FROM TDP OF CHAMBER WITH umr DRILL 4 - 1/2.0 �IN EWOSED PIPE AIR HOLES (2) f HaiES AT 4' SPAONG. HOLE 45' TO EACH OTHER ," ' '�� s aa, .._. T .. — - 4• I 0 INSTALL VERTICAL INSPECTION PIPE SOLID PIPE AT END CAP OF INFILTRATOR UNITS. 12' MIN. COVER TOP SOILS AND 45• MAX COVER NATURAL BACKFILL _ - OVER TRENCHES _ r'_..... SIDES snr FA —I / o IT—I III 3 Ell �s.cwz ae u a. . z..... � ....... d _. .._ c u ............a , Y o s _ I I II _ ,�n„ ,, tat x✓ n ro +r, r ,00' ° 4• . PERFatATE) PIPE - III— ADS INFILTRATOR - ADS INFILTRATOR UNIT h END CAP. ADS INFILTRATOR ADS a. END CAP ;!S�?•,'.^ III- w » - „,: _ — uI —I • III I I UNIT Ne END CAP. I,rT -III � --ti,-+ t;� — "� I I—I - - �I .A rmpow Nern.m� _ — VIII III—III III I k619 Ill=I NATURAL 3' OF CONCRETE SAID GROUND FOR INFILTRATION UNDER NATURAL 3' OF CONCRETE SAND FOR INFILTRATION UNDER GROUND CHAMBERS PER CODE CHAMBERS PER CODE. INSPFCT10N WELL DETAIL .0 TRENCHCROSS SECTION (TYP.) An PITKIN COUNTY SETBACK GUIDELINES REMOVABLE PVC CAP 2004 Galion Top Seam 2000 Gallon Top SON K— O inn I Two Com 200�+J<q pari nOEEt aent 20007.2G Two Comp rtm INSTALL MARKER IF CAP IS ro BE Bl11tlED. ---'---...._ ..� ,r , ; .•„,w,-.. 'z'E°.R. r._ a' . ,., FINISH GRADE E upIma ..„�,,,„a..a.,.. "' •'" �-. T - e COUPLING 4• RISERLIG ,p' �F_w .� :/ .. 4•SWEEP BEND . E ;SEVER LIN.- ' .,.J <.. zr w ' ..� Fl -OW 8a2m YYW aE�sV11I 'Q4 ® '. • '.. Y �Oi� PVC WYEz 4 ewx w m •n., ,.�. wy ' a.. •':� CLEAN CUT ASSEMBLY TYPICAL 2.000 GALLON TWO COMPARTMENT SEPTIC TANK TYPICAL 1.000 GALLON TWO COMPARTMENT SEPTIC TANK DETAIL 2T ADS CHAMBER DETAIL Z 2151011 OMR32 T ® Hepworth- Geotedmical, Inc. rAec 5020 County unty R(xid 154 nk., Colorado ti100 1 Phone: 971-945 1985 TH-PAWLAK GEOTECHNICAL Fax: 970-945-8454 ttll,ii�: El}1,<:,L't }Ift,'�1��.r4'/7itG�l.1/ilil SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE AND CDU 484 LITTLE WOODY CREEK ROAD PITKIN COUNTY, COLORADO JOB NO. 115 064A APRIL 24, 2015 PREPARED FOR: DIVIDE CREEK BUILDERS ATTN: MAX FILISS 1531 COUNTY ROAD 342 SILT, COLORADO 81652 IMIV11 dig idecreekbuiiders.com Parker 303-841-7119 9 Colorado Springs 719-633-5562 0 Siiverthor e 970-468-1989 0 0 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ........................... PROPOSED CONSTRUCTION .............. SITE CONDITIONS .............. FIELDEXPLORATION.............................................................._...............................- 2 - SUBSURFACE -SUBSURFACE CONDITIONS...........: DESIGN RECOMMENDATIONS ................................. 3 - FOL NDATIONS............. FOUNDATION AND RETAINING WALLS .............. - 3 FLOOR SLABS ............... ...........................- 4 - UNDERDRAIN SYSTEM......................................................................................- . 6 - ............._.......................................................7 - SURFACE DRAINAGE SEPTIC FIELD ............................................................................................- 7 - .........................................................................- 7 - LIMITATIONS ............ FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS FIGURE 5 - GRADATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS Job No. 115 064A Gtech PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for the proposed new residence and CDU at 484 Little Woody Creek Road, Pitkin County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to Divide Creek Builders dated February 20, 2015. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations. PROPOSED CONSTRUCTION The new residence will be located east of -the existing house, see Figure 1. The residence will be a two story wood frame structure over crawlspace with an attached garage. The garage floor will be slab -on -grade. The CDU will be a one story wood frame structure over a crawlspace. The existing house will be razed. Grading for the structures is assumed to be relatively minor with cut depths between about 4 to 6 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If foundation loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job No. H5 064A C&Ptech L_:� L7 I -2- SITE CONDITIONS The property slopes generally down to the south-southwest at grades of 5 to 10 percent. The terrain has been graded relatively flat in the eastern part of the new residence where there previously was a tennis court. Little Woody Creek crosses the property to the west of the proposed buildings. Elevation difference across the building areas is 5 to 7 feet. The building areas are presently pasture and corral area vegetated with grass with cottonwood trees, spruce trees and brush along the creek. There was 6 to 12 inches of snow cover at the time of our field exploration. FIELD EXPLORATION The field exploration for the project was conducted on March 3 and 6, 2015. Six exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck -mounted CME -45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 1% inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs .of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils encountered, below up to 2 feet of topsoil or till, consisted of about 5 to 14 Job No. 115 064A G& rtech U -3- feet Of loose to medium dense, silty sand and sandy silt overlying medium dense to dense, silty $and and gravel with scattered cobbles. the maximum drilled depth of 21 feet. The sand and gravel soils extended down to Laboratory testing performed on samples obtained from the borings included natural mors a content and density, and gradation analyses. Results of swell -consolidation test' g performed on relatively undisturbed drive samples of the upper sand and silt soils, presented on Figures 4 to 6, indicate low to moderate compressibility under conditions of loadi;rg and wetting with a minor collapse potential (settlement under constant load) when wetteo, . Results of gradation analyses performed on small diameter drive samples (minus 1 %2 inch fraction) of the deeper coarse granular subsoils are shown on Figures 7 to 9. The laboratory testing is summarized in Table 1. Free *ater was encountered in the borings at depths of 8 to 14 feet at the time of drilling and at 7%2 to 11 feet when checked one day later. The upper soils were moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the naturei of the proposed construction, we recommend the residence and CDU buildings be foundd with spread footings bearing on the natural granular soils. Due to the relatively shallow groundwater, basement levels are not recommended. The existing teams court surface, fill materials and topsoil should be removed from within building areas. The deign and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural granular soils should be designed for an allowable bearing pressure of 1,500 psf. Based on experience, we expect initial settlement of footings designed and Job No. 115 064A GeXtech H ale constructed as discussed in this section will be about 1 inch or less. There could be potential for additional settlement of about %2 inch if the upper finer grained soils are wetted. 2) The footings should have a minimum width of 18 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 42 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5} All existing fill, topsoil, debris from prior development and any loose or disturbed soils should be removed and the footing bearing level extended down to the natural granular soils. The exposed soils in footing area should then be moisture adjusted to near optimum and compacted. If water seepage is encountered, the footing areas should be dewatered before concrete placement. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 50 pcf for backfill consisting of the on-site soils. Cantilevered retaining structures which are separate from the buildings and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed Job No. 115 064A Ge&ech E -5- on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of the o$ -site soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.45. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 325 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of pas ive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at a content near optimum. Job No. I I5 064A G V&ech 0 • Kom FLOOR SLABS The natural on-site soils, exclusive of old fill and topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath interior slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95%' of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site granular soils devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Free water was encountered during our exploration and it has been our experience in this area that groundwater can be relatively shallow during spring runoff and irrigation season. Frozen ground during spring runoff can also create a perched condition. We recommend below -grade construction, such as retaining walls and crawlspace areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least I foot below lowest adjacent finish grade and sloped at a minimum I % to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 2 feet deep. Job No. 115 064A Gecitech v -7- SURFACE DRAINAGE The Olowing drainage precautions should be observed during construction and maintained at all times after the residence and CDU have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free -draining wall backfill should be capped with about 2 feet of the on- site finer graded soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. SEPTIC FIELD The location of the Profile Boring drilled to the south of the proposed residence is shown on Figure 1. The log of the Profile Boring is shown on Figure 2 and indicates that, below the tennis court pavement and fill, the natural soils consist of (USDA Classification) very gravelly sand. Based on the subsurface conditions encountered, the area south of the residence should be suitable for a conventional infiltration septic disposal system. We recommend that a civil engineer design the infiltration septic disposal system. Additional profile hole exploration and percolation testing may be required. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either Job No. 115 064A Gtech express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Daniel E. Hardin, P.E. Steven L. Pawlak, P.E. DEH/ksw a a., VVYA -- G-TPtech EXISTING RESIDENCE 1 � 1 1^ t PROFILE • BORING r BOR' 1 DDRING PROPOSED 2 • RESIDENCE =.F.=7516' \ 1 BORING 3 \ \i 1 i APPROXIMATE SCALE I"=6U LITTLE WOODY CREED ROAD �S2 / � S t\ BORING 5 \ I :I o= / 7525 / 753 �i 1 1 BORINg/ 4/ f i PROPOSED\ \ CDU F.F.=7529.5' / 75,30 L07- E 7535 115 664A Cil�:Ute h I LOCATION OF EXPLORATORY BORINGS HEPWOFtTH•PAWLAK GEOTECHNICAL Figure 1 cn BORING I o MAIN HOUSE 0') ELEV. = 7520' 0 M BORING 2 BORING MAIN HOUSE MAIN HOUSE ELEV. = 7520' ELEV, = 7515' BORING 4 BORING 5 PROFILE BORING CDU CDU SEPTIC AREA ELEV. = 7529' ELEV. = 7525' ELEV. = 7515' 30/12 4/12 26/12 WC=12.0 8/12 WC=18,9 DD=100 14/12 -200=48 WC -17.9 DD=,97 60/12 25/12 DD=102 -200=68 WC=12,7DD=97 -200=52 W0=18.2 1 --5 -200=34 2b. 20/12 oA 28/12 M 0 16/12 WC=12.2 WC=25.2 WC=6.0 40/12 0 DD=99 DD=109 84/12 eQ DD=108 +4=36 +4=58 -200=24 -200=16 +4=35; -200=29 -200=34 00 38/12 60/12 10 °o• 46/12 43/12 0 0 WC -9.4 WC=8.3 70 DD=113 DD=112 0 +4=54 ooa -200=20 cj) n CD -200=26 der 0 0 --15 77/12 41/12 M X +4=41 r—-200=31 0 oo > 0 —20 55/12 50/0 0 co 25 ii csD BORING 4 BORING 5 PROFILE BORING CDU CDU SEPTIC AREA ELEV. = 7529' ELEV. = 7525' ELEV. = 7515' 80/11 N Note: Explanation of symbols is shown on Figure 3. 46/12 N 16/12 29/12 WC= 9.4 GRAVEL=60 SAND=31 SILT=7 CLAY=2 33/12 10 15 20 25 -) I 30/12 9/12 26/12 WC=12.0 8/12 DD=100 -200=48 WC -17.9 60/12 25/12 DD=102 -200=68 WC=12,7DD=97 W0=18.2 1 -200=34 DD=105 -200=52 16/12 WC=25.2 40/12 0 DD=99 84/12 -200=66 +4=58 -200=16 +4=35; 50/9 -200=34 00 38/12 60/12 80/11 N Note: Explanation of symbols is shown on Figure 3. 46/12 N 16/12 29/12 WC= 9.4 GRAVEL=60 SAND=31 SILT=7 CLAY=2 33/12 10 15 20 25 -) I LEGEND: ® PAVEMENT; tennis court surface, Boring 3 and Profile Boring only. About 3 to 4 inches thick. 000. *,b* Base, tennis court subbase, Boring 3 and Profile Boring only. About 4 to 6 inches thick. 90: ® FILL; loose uncompacted material overlying tennis court, Boring 3 and Profile Boring only. TOPSOIL; organic sand and silt, firm, moist, dark reddish brown. SAND AND SILT (SM -ML); clayey, gravelly, loose to medium dense, moist, red. SAND AND GRAVEL (GM); silty, scattered cobbles, medium dense to dense, moist to wet with depth, red. i Relatively undisturbed drive sample; 2 -inch I.D. California liner sample. Drive sample; stondard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586. 4/12 Drive sample blow count; indicates that 4 blows of a 140 pound hammer falling 30 inches were required to drivel the California or SPT sampler 12 inches. 0,2 Free water level in boring and number of days following drilling measurement was taken. NOTES: 1. Exploratory boringswere drilled on March 3 and 6, 2015 with flinch diameter continuous flight power auger, 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations o€ explorotory borings were obtained by interpolation between contours shown on the site plan provided. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between Materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) Gravel = Percent retained on No. 10 Sieve DD = Dry Density (poo) Sand = Percent passing No. 10 sieve and retained on No. 325 sieve f4 = Percent retain4d on the No. 4 sieve Silt = Percent passing No. 325 sieve to particle size ,002mm -200 = Percent passing No. 200 sieve Clay = Percent smaller than particle size .002mm 115 014AI �er'1 LEGEND AND NOTES Figure 3 HEPWORTH•PAWLAK Ga EOTECHNICAL 0 C 0 0 Q E 0 U 0 O 1 0 e 0 2 a E 0 U 3 4 Moisture Content = 18.9 percent 0 Dry Density = 97 pcf Sample of: Clayey Sand and Silt 1 From: Boring 1 at 2,Y2 Feet 2 Compression upon 3 wetting 4 5 6 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 12.0 percent Dry Density = 100 pcf Sample of: Clayey Sand and Silt From.' Boring 3 at 2 2 Feet Compression upon wetting ).1 1.0 100 APPLIED PRESSURE - ksf 10 115 064A (�@.1E3C"1 SWELL -CONSOLIDATION TEST RESULTS He worth—Pawlak Geotechnical Figure 4 rel 0 C 1 0 a� a E 2 0 U 9 Moisture Content = 17.9 Dry Density = 102 Sample of: Clayey Sand and Silt From: Boring 4 at 4 Feet Compression upon ---�,74wetting 0.1 1.0 10 APPLIED PRESSURE - ksf percent pcf M M 1.0 10 APPLIED PRESSURE - ksf m 115 064A I HEPWoteCh I SWELL -CONSOLIDATION TEST RESULTS I Figure 5 Moisture Content = 25.2 percent Dry Density = 99 pcf Sample of: Clayey Sand and Silt From: Boring 4 at 9 Feet No movement upon wetting M 1.0 10 APPLIED PRESSURE - ksf m 115 064A I HEPWoteCh I SWELL -CONSOLIDATION TEST RESULTS I Figure 5 0 C O V) Q E 0 U Moisture Content = 12.7 percent Dry Density = 97 pcf Sample of: Silty Gravelly Sand From: Boring 5 at 5 Feet 0 1 Compression upon 2 wetting 3 3 0.1 1.0 f 0 100 APPLIED PRESSURE - ksf 115064A I SWELL -CONSOLIDATION TEST RESULTS Figure 6 Ha worth--Pawlok Geotechnical g HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 115 064A SUMMARY OF LABORATORY TEST RESULTS SAMPLE BORING LOCATION NATURAL MOISTURE CONTENT oda NATURAL DRY DENSITY o GRADATION PERCENT PASSING N0.200 SIEVE DEPTH ft GRAVEL (1/-) SAND (%1 SILT (%14%)1'PS CLAY UNCONFINED COMPRESSIVE STRENGTH SOIL OR BEDROCK TYPE 1 21/2 18.9 97 52 Clayey Sand and Silt 5 12.2 109 36 35 29 Silty Sand and Gravel 10 9.4 113 54 20 26 Silty Sandy Gravel 2 5 6.0 108 24 Silty Gravelly Sand 10 8.3 112 20 Silty Gravelly Sand 15 41 28 31 Silty Sandy Gravel 3 21/2 12'0 100 48 Clayey Sand and Silt 5 15 & 20 Combined 18.2 105 35 31 52 34 Clayey Sand and Silt Silty Sand and Gravel 4 4 17.9 102 68 Clayey Sand and Silt Clayey Sand and Silt 9 25'2 99 66 Clayey Sand and Silt 5 5 10 & 15 Combined 12.7 97 58 25 34 16 Silty Gravelly Sand Silty Sandy Gravel Prole *1 7 o rn a 5 & 10 r% _ _ _1 1 9.4 '4 6* 0 31 * 7* 2 Very Gravelly Sand CJ State of Colorado Water ResoL s - View Well Details: Receipt 911692,, Colorado Department of Natu4al Resources vJ1JYy]�J jvi�i�t] J1 ,1~141 , ; �^ x Colorado's Well Permit Search Receipt: 9116928 Division: 5 Permit #: 20104-- Water District: 38 Well Name / #: County: PITKIN Designated Basing Management District: Case Number: W2792 W DI D: Page 1 of 1 Colorado g(w I Contact us ATTACHMENT HUFFMAN LLC Parcel: 264310300014 Help Last Refresh: 2/17/2015 12:01:28 AM [-] Applicant/ Owners History Date Range Applicant/Owner Name Address City/State/Zip Unknovn - Present WENDT JOHN ASPEN, CO 81611 [-] Location Information Approved Well Location: Q40 Q160 Section Township Range PM Footage from Section Lines NW $W 10 9.OS 85.OW Sixth 3574 N 958 W Northing (UTM y): 4349676.9 Easting (UTM x): 338261.1 Location Accuracy: User supplied Physical Address Subdivision Name City/State/Zip Filing Block Lot Parcel ID: Acres in Tract: [-] PermitDetail> Date Issued: 06/04/1964 Date Expires: Use(s): DOMErC Aquifer ALL UNNAMED AQUIFERS Special Use: (s): Area which may be irrigated: Maximum annual volume of appropriation: Statute: Permit Requirements: Totalizing Flow Meter Geophysical Log Abandonment Report No No No Cross Reference permit Number Receipt Description Permit(s): Comments:Need GIVS-11 to verfiy location & ownership. X -refer case no. W2792, Barn Well. Location noted per decree. Limit to historic use prior May 8, 1972. dmw 10/24/11 [-] Construction/ Usage Details Well Construction Date: 05/26/1964 Pump Installation Date: Well Plugged: 1st Beneficial Use: 05/26/1964 Elevation Depth Perforated Casing (Top) Perforated Casing (Bottom) Static Water Level Pump Rate 36 20 30 10 10 Lic # Name Address Phone Number Driller 388 SHELTON, JOE WAYNE PO BOX 475 FRISCO, CO 80943 970-668-3564 [-] Application/ Permit History Well Construction Report Received 08/10/1964 Application Received 06/04/1964 Permit Issued 06/04/1964 First Beneficial Use 05/26/1964 Well Constructed 05/26/1964 [A Imaged Documents Document Name Date Imaged Annotated Qfi9inal file 12/07/2007 No Copyright ® 2009 Colorado Division of Water Resources All rights reserved. _.........,.___.__-.,.._._..._._._......_...__.___........_�.._...__....._.._..__-._. __............._..--.---..- Home I Contact Us I Help I Water Chia I Colorado.9ov I DNR I Prvacy Policy I Transparency Online Project (TOP) http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9116928 2/17/2015 17-1 0 . . is Q. Al III Alili :t,it P0. kJ- 2792 'IATTEH OF THE APPI-ICATWA ,I 4a IIV H V CI. JX; I{ I v!... -------- V,!c IT!; Till, *W i f W Anil thc! Vel*f_-ptjij !ljjv;lj, ::laem ',Ale I.M3, 1:1.411J oil 4ch 1 JwIle or 111.1f 1111011 i'.0. Box 486; Uo(Ay cruck, G(jlorzj(j(.j The )!;,!::e aV %he !:; I'lart-I t -_*o l.1 . 3. The J,or�il of that vitvuol�,we j.:7,: The wall it; 10C.ILCed ill thfi E::I:.1-i4PI, if.), 1. t' 1!. 815 Cho 6LI1 V.M. :IL a poinl. v,,hence LIIC i`!o):LlIwQ,I;L Coniel: Of Slid SLICLion 10 bt!jjrs N, 151,00' U. 3,700 ifut,t. The depth 0j, the wo.11 J.:j 30 feet. 5. "Pho date of the illitiatlail of the h; l4ay 28, 1964. The amokill, r1l, V.lzilmed in, 0.022 CLlbiC 100t. lic,-r .,.:'conA of 7. The Lj:.,.c 01, the j." d0lhQSl:iC Mild liVo!iLoulk water. ". "'Ile, mv:IUC... i...; 2o i o4 9. Th L. oviol-Ity 1!, May 2,"', 1964. 10.';'ic fiz:tc- n!' tia,=,:n3it::t::iu. o:._., QcLobei. Z, 1()75. til' :hu th;:IH.: ..',ill I f:a On 1.0 true all'i th"I.; itc abovo LL p), a v c (I T*so %Oove the crLterL.", t'CllI ,!:" CX(Impl; 001111--ntit. vaAl I;A.:,i. !.),13, 37 )(c.) .;wl 37-'.1;1-01),P(4) (,(w the in thj:; "-r:'ective Itnon. f"Ii:;;C Wa-4c'. Gliev::, iw:.`.:A4:: ,.Cvle-a as provitled by law. A!)C)Jlo at the I�y of, GICiveload f3pl-11W.u. hi Co1ovam", t '. 1970... :.v protest Was filed CC) 101-Z7 (10 Tho foregoing rulilift rqlcd iltid Approved, and is twicle the jud3went and Decree Or this court. Datods Wntor Judfo I 0 IN THE DISTRICT COURT IN AND FOR WATER DIVISION NO. 5 STATE OF COLORADO CASE NO. W- 2792 TTER OF THE APPLICATION RIGHTS OF HUFFMAN IN THE ROARING FORK RIVER OR ITS TRIBUTARIES TRIBUTARIES INVOLVED: LITTLE WOODY CREEK IN PITKIN COUNTY F 1 L E rD IN WATER COURT Division No. 5 JAN 16 1976 SE OF FOLgf WATER HOUSE 1,1 .............. DEPUTY RULING OF THE REFEREE ABSOLUTE DECREE FOR UNDERGROUND iT TER RIGHTS And the Referee having made the investigations required by Article 92 of Chapter 37, C.R.S. 1973, does hereby make the following ruling, to -wit: This application was referred to the Water Referee of Water Division No. 5 on the 4th day of___ November 197 5 1'� Name of Applicant Grace Huffman Address P.O. Box 486; Woody Creek, Colorado 2. The name of the structure is House Well. 3. The Legal description of the structure is: The well is located in the SWkSW'k of Section 10, T. 9 S., R. 85 W. of the 6th P.M. at a point whence the Northwest Corner of said Section 10 bears N. 13000, W. 4,000 feet. 4w The depth of the well is 75 feet. 5'r The date of the initiation of the appropriation is November 4, 1967. 6The amount of water claimed is 0.022 cubic foot per second of time. 7'6 The use of the water is domestic. 8ti The State Engineer's number is 32517. 9� The priority date is November 4, 1967. 10.The date of the application was October 2, 1975. It is the ruling of the Referee that the statements in the application are true and that the above described water right is approved. The above described underground water right meets the criteria for an exempt domestic well pursuant to C.R.S. 1973, 37_9Z -602(l) (e) and 37-92-602(4) so long, as it is used for the purposes set forth herein. I� is accordingly ORDERED that this ruling shall become effective. 'upon filing with the Water Clerk, sub,ject,to Judicial review as' provided by law. one at the City of Glenwood Sorin s, Colorado, this �6 day of JGf�,------' 197 Wa Pree Wat Division No. 5 No protest was filed in this matter State of Colorado The 'foregoing ruling is confirmed and approved, and is made the Judgment and Decree of this oourt. Dated: h?a� Z3 76 Water'Judge And the Referee having made the investigations required by Article 92 of Chapter 37, C.R.S. 1973, does hereby make the following ruling, to -wit: This application was referred to the Water Referee of Water Division No. 5 on the 4th day of�lovember 1975 1. Name of Applicant Grace Huffman Address P.O. Box 486; Woody Creek, Colorado 2. The name of the structure is Barn Well. 3. The Legal description of the structurg is: The well is located in the NWkSW' of Section 10, T. 9 S., R. 85 W. of the 6th P.M. at a point whence the Northwest Corner of said Section 10 bears N. 15000' W. 3,700 feet. 4. The depth of the well is 30 feet. 5. The date of the initiation of the appropriation is May 28, 1964. 6. The amount of water claimed is 0.022 cubic foot per second of time. 7. The use of the water is domestic and livestock water. 8. The State Engineer's number is 20104. 9. The priority date is May'28, 1964. 10.The date of the application was October 2, 1975. It is the ruling of the Referee that the statements in the application are true and that the above described water right is approved. The above described underground water right meets the criteria for an exempt domestic well pursuant to C.R.S. 1973, 37-92-602(1)(e and 37-92-602 (4) so long, as it is used for the purposes set forth herein. If is accordingly ORDERED that this ruling shall become effective."upon filing with the Water Clerk, subject•to Judicial review as' provided by law. A Done at the_(}�ty of Glenwood Springs, Colorado, this day of t w/liAi 197 W eferee No protest was filed in this matter Wer D vision No. 5 The foregoing ruling is enrfirmed State of Colorado and approved, and is made the Judgment and Decree of this court. Dated: '%77 e'^ 2,c / Ir Water Judge i f L E rD N W A'1'Ett COU1,1T IN THE DISTRICT COURT IN AND FOR Division No. 5 WATER DIVISION NO. 5 STATE OF COLORADO 3AN 16 1975 CASE NO. W- 2792 g TE �O �,OL RADO IN THE MATTER OF THE APPLICATION ) BARN WELL (Y�i�uGs �c [rr.LL �) WATER C RK POR WATER RIGHTS OF GRACE HUFFMAN ) RULING OF ` IiE"`RI CiiRh�TM IN THE ROARING FORK RIVER ) OR ITS TRIBUTARIES ) ABSOLUTE DECREE FOR. TRIBUTARIES INVOLVED: ) UNDERGROUND WATER RIGHTS LITTLE WOODY CREEK ) IN PITKIN COUNTY ) And the Referee having made the investigations required by Article 92 of Chapter 37, C.R.S. 1973, does hereby make the following ruling, to -wit: This application was referred to the Water Referee of Water Division No. 5 on the 4th day of�lovember 1975 1. Name of Applicant Grace Huffman Address P.O. Box 486; Woody Creek, Colorado 2. The name of the structure is Barn Well. 3. The Legal description of the structurg is: The well is located in the NWkSW' of Section 10, T. 9 S., R. 85 W. of the 6th P.M. at a point whence the Northwest Corner of said Section 10 bears N. 15000' W. 3,700 feet. 4. The depth of the well is 30 feet. 5. The date of the initiation of the appropriation is May 28, 1964. 6. The amount of water claimed is 0.022 cubic foot per second of time. 7. The use of the water is domestic and livestock water. 8. The State Engineer's number is 20104. 9. The priority date is May'28, 1964. 10.The date of the application was October 2, 1975. It is the ruling of the Referee that the statements in the application are true and that the above described water right is approved. The above described underground water right meets the criteria for an exempt domestic well pursuant to C.R.S. 1973, 37-92-602(1)(e and 37-92-602 (4) so long, as it is used for the purposes set forth herein. If is accordingly ORDERED that this ruling shall become effective."upon filing with the Water Clerk, subject•to Judicial review as' provided by law. A Done at the_(}�ty of Glenwood Springs, Colorado, this day of t w/liAi 197 W eferee No protest was filed in this matter Wer D vision No. 5 The foregoing ruling is enrfirmed State of Colorado and approved, and is made the Judgment and Decree of this court. Dated: '%77 e'^ 2,c / Ir Water Judge 314!2015 Colorado Department of Natural NJ1Ji':dJJ iV :9�J] JiT Colorado's Well Permit S, IColorado Water Resources -View Well Details: ReceiH X11653 Well Constructed Receipt: 0011653 Division: 5 Permit #: 147769- - Water District: 38 Well Name / #: County: PITKIN Designated Basin: Management District: Case Number: W DID: Colorado.gov I Contact Us ATTACHMENT N2 HUFFMAN LLC Parcel: 264310300014 Help J Last Refresh: 3/4/2015 12:01:30 AM [-] Applicant/Owners History Date Range Applicant/Owner Name Address City/State/Zip Unknown - Present HUFFiMAN MOORE WOODY CREEK, CO 81656 [-] Location Informati n Approved Well Location: Q40 Q160 Section Township Range PM Footage from Section Lines SW SW 10 9.OS 85.OW Sixth 800 S 400 W Northing (UTM y): 4349409.4 Easting (UTM x): 338174.9 Location Accuracy: User supplied Physical Address Subdivision Name City/State/Zip Filing Block Lot Parcel ID: Acres in Tract: [-] Permit Details Date Issued: 05/06/1987Date Expires: Use(s): DOMESTIC Aquifer(s): ALL UNNAMED AQUIFERS Special Use: Area which may be irrigated: Maximum annual volume of appropriation: Statute: Permit Requirements: Totalizing Flow Meter Geophysical Log Abandonment Report No No Yes Cross Reference Perm t Number Receipt Description Permit(s): 14 -A 0272946 Com ments:ABAN DON MENT REPORT NEEDED! Replace exisiting well. X -refer file no. 147769-A. Limit to historic use prior May 8, 1972, being, 1 SFD, 1 acre lawn & garden irrigation & water stock & poultry on farm/ranch. dmw 10/24/11 [-] Construction /Usage Details Well Construction Date:: Pump Installation Date: Well Plugged: 1st Beneficial Use: 12/31/1959 Elevation Depth Perforated Casing (Top) Perforated Casing (Bottom) Static Water Level Pump Rate 70 15 [-] Application/ Permit: History Permit Issued 05/06/1987 Application Received 04/02/1987 First Beneficial Use 12/31/1959 [-] Imaged Document$ Document Name Date1maged Annotated Original File 12/05/2007 No Copyright © 2009 Colorado Division of Water Resources. All rights reserved. Home I Contact Us I Help I Water Links I Cololado.gov I DNR I Privacy Policy I Transparency Online Project (TOP) http://www.dwr.state.co.usMlellPermitSearchiew.aspx?receipt=0011653 1/1 4YR_I•U5-75 TYPE OR PRINT IN BLACK INK. COPY OF ACCEPTED STATEMENT MAILED ON REQUEST. COLORADO DIVISION OF WATiCIEW60CES 818 Centennial Bldg., 1313 Sherma j�t Denver, Colorado 90203 A� ` _ 1987 STATE OF COLORADO COUNTY OF NATER R20MOM AFFIDAVIT -- - WATER • tnlorl�l� 11010. STATEMENT OF BENEFICIAL USE OF GROUND WATER AMENDMENT OF EXISTING RECORD LATE REGISTRATION PERMIT NUMBER __L47769___ LOCATION OF WELL rHE AFFIANT(S) .--. lOStifz.14 V?!PrT1'1*-11---- -- — county whose moili address is _ �%� �L� -� � % of the �+---- '/., iect�on J� CIt y _r.! _. _ R �t�G.. - C E c w t being duly sworn upon oath, deposes and says that he (they) is (are) the owner(s) of the well described hereon; the well is located as described above, at distances of feet from the �u_�_ section line and _ feet from the —�. (N 11 P. T..I Lvts-r— section line; water from this well was first applied to a beneficial use for the purpose(s) described herein on the l[•.T ..P r. 1J`. I day of __,fW3 _ _ , 19,r.,,�,; the maximum sustained pumping rate of the well is __gallons per minute, the pumping rate claimed hereby is gallons per minute; the total depth of the well is _`-���._feet; the average annual amount of water to be diverted is `_ acre-feet; for which claim is hereby made for _1N�ZST'iL purpose(s); the legal description of the land on which the water from this well is used is SSS Tiu - _ - ---- -- ---- ---_ - of which __acres are irrigated and which is illustrated on the map on the reverse side of this form; that this well was completed in compliance with the permit approved therefor; this statement of beneficial use of ground water is filed in compliance with law.; he (they) has (have) read the statements made hereon; knows the content thereof; and that the some are true of his (their) knowledge. (COMPLETE REVERSE SIDE OF THIS FORM) :11653Signature( s)'"' Subscribed and sworn t4 to before me on this _ 'day of -,_ /7,_ 1e �_ 19 -.F-7 My Commission expires: _... - •.ilT •Hr P., tI LIC ..-_--_ ACCEPTED FOR FILING BY THE STATE ENGINEER OF COLORADO PURSUANT TO THE FOLLOWING CONDITIONS: 1) IN ACCORDANCE WITH C.R.S. 37-92-602(5) FOR HISTORIC USE AS INDICATED BELOW AND DESCRIBED IN C.R.S. 37-92-602(1)(b). 2A W$LL PRODUCING 15 GPM OR LESS AND USED FOR 0 INARY HOUSEHOLD PURPOSES IN 1 SINGLE FAMILY DWELLING(S), FIRE PROTECTION, THE WATERING OF DOMESTIC ANIMALS AANNDD POULTRY AND THE IRR IWS �� NOT OVER ONE ACRE OF ROME GARDW AND MAY 0 6 1987 DATE 5TQSSTSLdi1TV CN LR FOR OFFICE USE ONLY Col,rt Cole N. P,ia,.-------.-__..._ ddo. ----- Day _.—...... Y. ---- Di, Nell U : e ';'St Well drilled by Lic. No. Permanent y� Pump installed by Lic, No. Meter Serial No- ._.._? ...__..--_.._.— ❑ Flow Meter pate Installed Owner of land on which water is being used ___�niaQfz THE LOCATION OF THE WELL MUST BE SHOWN AND FOR LARGE CAPACITY IRRIGATION WELLS THE AREA ON WHICH THE WATER IS USED MUST BE SHADED OR CROSS -HATCHED ON THE DIAGRAM BELOW. NORTH This diagram represents nine (9)'Sections. Use the CENTER SQUARE (one section) to indicate the location of the well, if possible. WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers I acre of lona 1 foot deep. 1 cubic foot per second +cfs) . . . 449 gallons per minute (gpm). 1 acre-foot ... 43,560 cubic feet ... 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet 100 gpm pumped continuously for one year produces 160 acre-feet. (WHITE AND PINK COPY TO BE FILED WITH THE STATE ENGINEER PINK COPY WILL BE RETURNED TO OWNER) NORII TH SE TION LI E rn --- - --- -w + + N J M Z O w - r -' m --- -- -- - `" Q �- U-1 SOUTH SECI ION LINE - } + + + + T E SCALE OF THE DIAGRAM IS TWO INCHES E UALS ONE-MJL E �-1 M i le --- WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers I acre of lona 1 foot deep. 1 cubic foot per second +cfs) . . . 449 gallons per minute (gpm). 1 acre-foot ... 43,560 cubic feet ... 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet 100 gpm pumped continuously for one year produces 160 acre-feet. (WHITE AND PINK COPY TO BE FILED WITH THE STATE ENGINEER PINK COPY WILL BE RETURNED TO OWNER) GWS - 24 DIVISION OF WATER RESOURCES GROUND WATER SECTION VERBAL REQUEST INFORMATION SHEET BY: APPL (CANT ADDRESS: PHONE NO. NEW APP. RECD 19 14"Ti 6". 3 DRILLER: LIC. NO.Zf,(/PHONE N0, ZRZ j,&3 {I -r long dist. } EXISTING PERMIT NO. - DECREE NO. USE LOCAT ION , __S��% SEC . li TWP . S RNG .5�`L1 r � COUNTY -2 DISTRICT REASON FOR REDRILL: PROPOSAL: WHEN .2 -Aa r-/ MOVE FT. FROM OLD WELL,�M A -O PROPOSED DEPTH 70 , PROPOSED CASING: PLAIN PERF, AQIJ I F FIELD COMME APPROVED L3F- 19E] DEN IED 19 BY APPROVAL GIVEN TO QQBY CONDITIONS GW5 13 z 5 I. E.Cr . FEB 1 ? n87 COLORADO DIVISION OF WATER RESOURCES ::;i % ;6%j L; rE3 FIEF INSPECTION REPORT' SVsTIiE • Fii[ikWA APPLICANT: � �` � ' PUP20SL OF INSPECTION; J/ Late Registration c/ Replacement Address: Abandoned Old Well Couplaint Other City: �� g/�S 6Nature laint Phone No. Home Office --- Person contacted, if not applicant: WCATION OF WELL: County 4 Std 1/4 Type of Disposal System Range ,Townships Sec.ll TOO feet from WS) and i40JL Total numbe of acres in tract on feet rom (�I W) Section line. well is looted a.0 `t Lot Blk — Filing Subdivision: Are there any other wells J"_? If yes, how many Used for: PLEASE VER117Y THE HISTORIC USE AND THE CLWMC OR PROPOSED USE FOR LATE REGIS- TRATIONS (SIM BELOW) A. The use of the well described herein, prior to May 8, 1972, was: ( ORDINARY HOUSEHOLD PUitPOSES IN / SINGLE-FAMILY DWELLING (S) (j(} inAMUM OF POULTRY AND/Olt DOMESTIC ANIMALS. () WAMRING OF LIVESTOCK ON FARMS AND RANCHES. HOW MANY HEAD FEED IAT YES NO IRRIGATION OF NO MORE THAN ONE ACRE OF•HCME GARDENS AND UAWNS SQUARE -FEET. S Fin PROTDC.T ON . * ( ) PM Ca4IERCIAL WELL, SEE BACK OF THIS FORM. ( ) a i ER ) (,f(j TYPE OF WELL (DRILLED, HAND DUG, SPRING WELL) If spring well, give details on how and when developed 8. The current or proposed use of the well (If different than stated above): (over) C4+ OCS: (please add any additional information that might assist in the evajlu(}ation ofjl this (these) application(s). *CQ'+T'F4--IAL WELL: 1. Type of Business 2. Size of building.(s) square feet. 3. Number of employees 4. Number of days per week business is open 5. Does the general public have access to the facilities? zf so,. estimate average number to daily use the facilities 6. Pumping rate in gallons per minute'�'� 7. Is there any other source of water used niconjunction with the well(s)? yes no If yes, explain; Signed Date .2- - % Z - 7 Water Commissioner Z'—; '-I I.5 . (use this space as needed for additional comments) 31412015 Colorado Department of Natural JLo n.1 J6 Divha16j] a Colorado's Well Permit Search Well Constructed Receipt: 0212946 Permit #: 147769- -A Well Name / #: Designated Basin: Case Number: W DID: S,`,f Colorado Water Resources - View Well Details: Rem, .72946 Division: 5 Water District: 38 County: PTTKIN Management District: Colorado.gov I Contact Us ATTACHMENT HUFFMAN LLC Parcel: 264310300014 i- - -- -- Help Last Refresh: 3/4/2015 12:01:30 AM [-] Applicant/Owners History Date Range Applicant/Owner Name Address City/State/Zip Unknown - Present HUFFMAN MOORE PO BOX 310 WOODY CREEK, CO 81656 [-] Location Information Approved Well Location: Q40 Q160 Section Township Range PM Footage from Section Lines SW SW 10 9.OS 85.OW Sixth 800 S 400 W Northing (UTM y): 4349461.9 Location Accuracy: User supplied Physical Address City/State/Zip Parcel ID: Easting (UTM x): 338089.6 Subdivision Name Filing Block Lot Acres in Tract: [-] Permit Details Date Issued: 05/06/1987 Date Expires: Use(s): DOMESTIC Aquifer(s): MANCOS Special Use: Area which may be irrigated: Maximum annual volume of appropriation: Statute: Permit Requirements: Totalizing Flow Meter Geophysical Log Abandonment Report No No Yes Cross Reference Permit Number Receipt Description Permit(s): 147769-- 0011653 Comments:Replace exisiting well. X -refer file no. 147769. Limit to historic use prior May 8, 1972, being, 1 SFD, 1 acre lawn & garden irrigation & water stock & poultry on farm/ranch. dmw 10/24/11 [-] construction/ Usage Details Well Construction Date: 02/18/1987 Pump Installation Date: Well Plugged: 1st Beneficial Use: Elevation Depth Perforated Casing (Top) Perforated Casing (Bottom) Static Water Level Pump Rate 75 47 75 24 8 Lic # Name Address Phone Number Driller 894 SHELTON, STEVE PO BOX 815 BUENA VISTA, CO 81211 719-395-3215 [-] Application/ Permit History Well Construction Report Received 05/18/1987 Permit Issued 05/06/1987 Well Constructed 02/18/1987 Application Received 02/17/1987 [-] Imaged Documents Document Name Date Imaged Annotated Original File 12/0E/2007 No Copyright © 2009 Colorado Division of Water Resources. All rights reserved. _ ... ....... H„rt� I Co ,.a, t t,s I H , p I Lucks I Colorado.gov I DNR I Ptiu, cy Policy I Transparency Online Project (TOP) http:/&vww.dwr.state.co.us/Well Perm itSearctwew.aspx?receipt=0272946 1/1 �FFMAN LLC ;Par el Z64310300014 ,� FOAM No. GWS. 32 10104 PUMP INSTALLATION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER For Office Use only �4A f I. i 'it iti �. WELL PERMIT NUMBER 147?61--A « 2. OWNER NAME(S) 14()E"A A rJ Mailing Address _c,� City, St. Zip Phone ("Ou) 2 3-2r 3n 3. WELL LOCATION AS DRILLED: SW 1/4 '5 U) 1/4, Sec.-� Twp.c S , Range '5?'5 DISTANCES FROM SEC. LINES: ft. from ��Sof �Sec. line. and 4C.n ft. from Sec. line. SUBDIVISION: LOT BLOCK FIUNG(UNIT) STREET ADDRESS AT WELL LOCATION: 4. PUMP DATA: Type ':�-U'm r R r t: Installation Completed Pump Manufacturer "S"ra--- R I -r Pump M.) i -I No, r Design GPM 10 at RPM 345C7 , HP t , Volts 2-90 Full Load Amps Pump Intake Depth ter' Feet, Drop/Column Pipe Size r^ Inches, Kind _G.�O ADDITIONAL INFORMATION FOR PUMPS GREATER THAT 50 GPM: TURBINE DRIVER TYPE: ❑ Electric ❑ Engine Q Other D'es'ign Head feet, Number of Stages Shaft size inches. 5. OTHER EQUIPMENT: Airline Installed ❑ YesONo, Orifice Depth ft. Monitor Tube Installed 11 Yes No, Depth ft. Flow Meter Mfg. Meter Serial No. _ Meter Readout ❑ Gallons, ❑ Thousand Gallons, ❑ Acre feet, 0 Beginning Reading 6. TEST DATA: Check box if Test data is submitted on Supplemental Form. Date 2 -1 Total Well Depth '75 rime Static Level r Rate (GPM) i O V'r Date Measured 2/q g7 Pumping Lvl. P wig ,/yr 7. DISINFECTION: Type _ cz-0-r�%?� Amt. Used 8. Water Quality analysis available. ❑ Yes .® No 9. Remarks 0. 1 have read the statements made herein and know the contents thereof, and that they are true to my knowledge. [Pursuant to Section 24-4-104 (13)(a) C.R.S„ the making of false statements herein constitutes perjury In the secon degree and is punishable as a class 1 misdemeanor,) CONTRACTOR V40=�OU LUMto 06. Jt • Phone (Z0) 445-6301__ Uc. No. / Q'SO . Mailing Addresss P u Nanme/ Title (Please type or print) Signature j� Date ICAVN SAM Ute -SO&JI PP-zs RECEIVf1J COLORADO DIVISION OF WATER RESOURCES MAY t8 1987 THIS FORM,MUST BE SUBMITTED 1313 Sherman Street - Room 618 WITHIN 60 DAYS OF COMPLETION Denver, Colorado 80203 WATER R OF THE WORK DESCRIBED HERE- ON. TYPE OR PRINT IN BLACK WELL COMPLETION AND PUMP INSTALLATION REPORT >LTI►TE- ERGINaR INK. PERMIT NUMBER 1472694__—___ WELL OWNER Moore. Htffroan _- SWI '/, of the Sid. '/b of Sec. i0 ADDRESS Box 310, Woody Creek. CO _ T. 9 - - —S-_ R. 8_ W 6th P.M. DATE COMPLETED—__ Februarl 18 19 S7 HOLE DIAMETER WELL LOG -- in. from __9__ to It. Water From To Type and Color of Material Loc. 0 40' Boulders & Fill 40' 40 57' Sandi Graver & Boulders 57 75' Mancus Shale ' TOTAL DEPTH -71 Use additional pages necessary to complete log. _ C' in. from — 57 to _Z5— ft. in. from _—_-_ to _- ft. DRILLING METHOD_Cablet001 CASING RECORD: Plain Casing Size ?��__ & kind steel —from 0 to 47 ft. Size & kind __ from to ft. Size ___ & kind __ from to ft. Perforated Casing Size _— _ & kindSteel _ from _47 to 57 ft. Size __ _ & kind _ pYC _ from _ 55 to 75 ft. Size ____ & kind GROUTING RECORD Material _— Cement Intervals from to ft. Placement Method __. Gravity GRAVEL PACK: Size Interval TEST DATA Date Tested February 18 1g8� Static Water Level Prior to Test 24 fit. Type of Test Pump _ Bailer Length of Test Sustained Yield (Metered) 8 GPI Final Pumping Water Leve! �_ 08 PUMP INSTALLATION REPORT Pump Make Type Powered by Pump Serial No. Motor Serial No. Date Installeo _— Pump Intake Depth Remarks HP WELL TEST DATA WITH PERMANENT PUMP Date Tested Static Water Water Level Prior to Test Length of Test Hours Sustained yield (Metered) __—_—._— GPM Pumping Water Level —_ Remarks A - 3 J WATER > Q> TABLE Ld J lu Q J lil I.- W xd z t �- IL CL i A - CONTRACTORSSTATEMENT The undersigned, being duly sworn upon oath, deposes and says that he is the contractor of the well or pump installation described hereon; that he has read the statement made hereon; knows the content thereof, and that the same is true of hi awn knowledge. Signature ` °- i' L"ti r License No. �� 7 State of Colorado, County of �_�� ��•�3 �-e SS Subscribed and sworn to betore me this J-Y-Stday of /�% 7 19 �7 My Commission expires: Notary Public_ FORM TO BE MADE OUT IN QUADRUPLICATE: WHITE FORM must be an original copy on both sides and signed. WHITE AND GREEN copies must be filed with the State Engineer. PINK COPY is for the Owner and YELLOW COPY is for the Driller. 3 J WATER > Q> TABLE Ld J lu Q J lil I.- c; z CL �- IL i i CONE OF DEPRESSION CONTRACTORSSTATEMENT The undersigned, being duly sworn upon oath, deposes and says that he is the contractor of the well or pump installation described hereon; that he has read the statement made hereon; knows the content thereof, and that the same is true of hi awn knowledge. Signature ` °- i' L"ti r License No. �� 7 State of Colorado, County of �_�� ��•�3 �-e SS Subscribed and sworn to betore me this J-Y-Stday of /�% 7 19 �7 My Commission expires: Notary Public_ FORM TO BE MADE OUT IN QUADRUPLICATE: WHITE FORM must be an original copy on both sides and signed. WHITE AND GREEN copies must be filed with the State Engineer. PINK COPY is for the Owner and YELLOW COPY is for the Driller. WRJ-5•Rev. 76 AO�IiI66C6411-:must M<corripl.""ere "litt@iF, or WA, or erasures unless initialed. � E - COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., DeRf,"LrfJ203 PERMIT APPLICATION N %N_ 7 1997 ( ) A PERMIT TO USE GR0UNPAf,T 17--87 3:33 P ( ) A PERMIT TO CONSTRUCT¢%AE ,vaw 13247 10.OQ FOR:( )A PERMIT TO INSTALL A PUMPWL& Q WATRES FU 22 1 ( X) REPLACEMENT FOR NO. 10LID U Y) ^ Fq % Svw ! l OTHER _ CHEQUI= 10.00 WATER COURT CASE NO.CHC T 01.00 (1) APPLICANNT�- mailingaddress +(� NAME _`�� [ �y f)l nY - STREET ^�l�C } 0 y c� l r ) CITY w �Q Dpi, CF 1 Q f { �c.71E1 (State) ` (Zip) TELEPHONE NO. (2) LOCATION OF PROPOSED WELL Y-� County _ ` ' ' ` f p % of the'r SUJ %, Section I ID Twp. =t _. S Rn S 1,0 P.M. N, S)' E,W) (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) Average annual amount of ground water to be appropriated ;acre feet): Number of acres to be ir�igated: Proposed total depth (felet): Q Aquifer ground water is Ito be obtained from: Owner's well desi ( I HOUSEHOLD USEIONLY { ) DOMESTIC (1) LIVESTOCK (2) ( ) COMMERCIAL (4) ( ) OTHER (9) no irrigation (0) ( ) INDUSTRIAL (5) ( ) IRRIGATION (6) ( ) MUNICIPAL (8) DETAIL THE USE ON BACK IN 01) (4) DRILLER 11 k `J?I i`I-iName,Th ey Street City L—r— CNO 3 ( h2 (State) (zip) Telephone No, 7 I Lic. No. l FQg OFFI E USE ONLYEL94 Nn_Vg6TE IN THIS COLUMN Receipt No, _ f %' C Basin _ Dist. CONDITIONS OF APPROVAL This well shall be used in such a, way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury wilt occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 37-90 602(3)(PURSUANT 4FOR THTO E C.R.S. N OF EXISTING WE RMIT N0.THE EXISTING WELL MUST BEP D ABANDONED ACCORDING TO THE RULTS AND REGULATIONS FOR WATER WELL AND PUMP NSTALLATION CONTRACTORS WITHIN NINETY 90 DAYS OF COMPLETION OF THE NEW WELL. ENCLOSED AFFIDAVIT FORM MUST BE COMPLETED AND SUBMITTED AFFIRMING THAT THE OLD WELL WAS PLUGGED AND ABANDONED. 2) THE USE OF GROUND WATER FROM THIS WELL IS LIMITED TO FIRE PROTECTION ORDINARY HOUSEHOLD PURPOSES INSIDE 1 SINGLE FAMILY DWELLINGS)) THE IRRIGATION OF NOT MORE THAN ONE ACI:i.E OF HOME GARDENS AND LAWNS AND THE WATERING OF DOMESTIC ANIMALS. yf 4,/87/) APPLICATION APPROVED PERMIT NUMBER DATE ISSUED E:XPIRATION DATE BY 147769 -A MAY 0 6 1997 MAY 0 6 1989 NGINEIER `3 — COUNTY 4 (5) THE LOCATION OF THE PROPOSED WELL and the rea on which the water will be used must be indicated on the diagra elow. Use the CENTER SECTION (1 section, 640 acres) for the well I ation. + — -+. — -F- i`— 1 MILE, 5260 FEET l I I I + — —4- -- t NORTH I –� I 4– I + I- + NORTH SECTION LINE 4- I I } 4-- 4- J N � z d I M h n �_ L" O Lo I 2 F_ ti r w ^� SOUTH SECTION LINE + I- + The scale of the diagram is 2 inches = 1 mile Each small square represents 40 acres. WATER EQUIVALENTS TA13LE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second Icfs) . . 449 gallons per minute igpm) A family of 5 will require approximately t acre-foot of water per year. 1 acre-foot ... 43,560 cubic feet ... 325,900 gallons. 3,000 gpm pumped continuously for one day produces 4.42 acre-feet. (6) THE WELL MUST BE LOCATED•BELQW by distances from section lines. BOO ft. from 5�SM'1 sec. line (north or south) Li (30 ft. from W sec, line (east or west) LOT BLOCK FILING tt SUBDIVISION (7) TRACT QN WHIC11 W LL WILL BE LOCATED Owner:_ No. of acres Will this be the only well on this tract?%0 (8) PROPOSED CASING PROGRAM Plain Casing in. from ft. to ft. in. from ft. to ft. Perforated casing 5 _ in, from qo_ ft. to -70 ft. in, from ft. to ft. (9) FOR REPLACEMENT WELLS givedistance and direction from old well and plans for plugging it: 10 U�rh OOLD titM } phi �I 0 LnLU�I} l�)1 S on F m7 (10) LAND O�N WHICH GROUND WATER WILL BE USED: Owner(sl : + ;J �Yo p�:!v� �`� Fm No. of acres: Legal description: (11) DETAILED D CRIPTION of the use of (�ound water: Household use and domestic wells must indicate type of disposal system to be use M �`> j 1L �S`� 11C 0�� f 14 CR -r ` A U�% A 1'1'� , -1 0,� 5 pec (12) QIHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right Used for {purpose) Description of land on which used �\(� n "_ (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS RUE TO,THE j BEST OF HIS KNOWLEDGE. SIGNATURE OF APPLICANr(s) Use additional sheets of paper if more space is required. 4- –I 4 } 4-- 4- I The scale of the diagram is 2 inches = 1 mile Each small square represents 40 acres. WATER EQUIVALENTS TA13LE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second Icfs) . . 449 gallons per minute igpm) A family of 5 will require approximately t acre-foot of water per year. 1 acre-foot ... 43,560 cubic feet ... 325,900 gallons. 3,000 gpm pumped continuously for one day produces 4.42 acre-feet. (6) THE WELL MUST BE LOCATED•BELQW by distances from section lines. BOO ft. from 5�SM'1 sec. line (north or south) Li (30 ft. from W sec, line (east or west) LOT BLOCK FILING tt SUBDIVISION (7) TRACT QN WHIC11 W LL WILL BE LOCATED Owner:_ No. of acres Will this be the only well on this tract?%0 (8) PROPOSED CASING PROGRAM Plain Casing in. from ft. to ft. in. from ft. to ft. Perforated casing 5 _ in, from qo_ ft. to -70 ft. in, from ft. to ft. (9) FOR REPLACEMENT WELLS givedistance and direction from old well and plans for plugging it: 10 U�rh OOLD titM } phi �I 0 LnLU�I} l�)1 S on F m7 (10) LAND O�N WHICH GROUND WATER WILL BE USED: Owner(sl : + ;J �Yo p�:!v� �`� Fm No. of acres: Legal description: (11) DETAILED D CRIPTION of the use of (�ound water: Household use and domestic wells must indicate type of disposal system to be use M �`> j 1L �S`� 11C 0�� f 14 CR -r ` A U�% A 1'1'� , -1 0,� 5 pec (12) QIHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right Used for {purpose) Description of land on which used �\(� n "_ (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS RUE TO,THE j BEST OF HIS KNOWLEDGE. SIGNATURE OF APPLICANr(s) Use additional sheets of paper if more space is required. RECEPTION#: 621063, 0 612 612 01 5 at 03:32:58 PM, 1 OF 90, R $0.00 Doc Code DETERMINATION Janice K. Vos Caudill, Pitkin County, CO DETERMINATION OF THE HEARING OFFICER OF THE COMMUNITY DEVELOPMENT DEPARTMENT OF PITKIN COUNTY, COLORADO, APPROVING THE HUFFMAN LLC AND MARIA HUFFMAN ACTIVITY ENVELOPE AND SITE PLAN REVIEW, AND SPECIAL REVIEW AND GMQS EXEMPTIONS FOR A TDR RECEIVER SITE AND A CARETAKER DWELLING UNIT Determination No.a-2015 RECITALS 1) Huffinan LLC and Maria Huffman (hereafter "Applicant") have applied to the Pitkin County Hearing Officer (hereafter "Hearing Officer") to establish an Activity Envelope around the existing and proposed improvements and to obtain Site Plan approval to construct a single-family residence and a caretaker dwelling unit. The'Applicant is requesting special review approval and GMQS exemption to utilize one TDR to develop up to a total of 8,250 square feet of floor area. 2) The property is located at 484 Little Woody Creek Road, and is more specifically described in Exhibit A. 3) The parcel contains 28.75 acres and is a conforming size lot in the RS -20 zone district. 4) The existing residence was built in 1962. The parcel originally contained 2 acres. The parcel was expanded to 28.75 acres in 1974 through a subdivision exemption approved by Board of County Commissioners Resolution No. 74-39. The Resolution states that the "real property proposed for transfer is intended for use as a pasture and not intended for any development purposes...." The Resolution was approved with the condition of "there being no change in use of or development of the exempted parcel without compliance with or waiver of application of any applicable Pitkin County land use regulations." 5) The Hearing Officer heard this application at a duly noticed public hearing on May 19, 2015, at which time evidence and testimony was presented with respect to this application. 6) The Hearing Officer finds that the Activity Envelope and Site Plan complies with the applicable standards in the Land Use Code ("Code"), as follow: A) Little Woody Creek runs through the property. The new residence and caretaker dwelling unit will comply with the 100' setback from the high water line of Little Woody Creek. B) The existing agricultural buildings are legal, nonconforming structures, since they are located within the 100' setback from Little Woody Creek. Any redevelopment of these structures will be subject to the provisions of Secs. 9-40 and 9-50 of the Code. C) The 100 year floodplain for Little Woody Creek is not mapped on the 2004 FIRM maps, therefore, the limits of the floodplain are not known. Given that the Applicant is siting the new residence and caretaker dwelling unit a minimum of 100' from Little Woody Creek; and that the existing house within 15' of the creek will be removed and that area will be restored with native vegetation, the County's Floodplain Administrator has determined that a Hydrology and Hydraulics study is not necessary at this time. However, any fiiture development within the 100' setback, including redevelopment of the existing agricultural buildings, may require a Hydrology and Hydraulics study Determination No. a-201.1 Page 2 to determine the limits of the floodplain, and any buildings within the limits of the floodplain would have to be elevated. D) The wildfire hazard is rated as low, and can be mitigated pursuant to the provisions of See. 7-20- 60(c) of the Code. E) The activity envelope primarily contains slopes of less than 30%. "There are small areas of slopes in excess of 30% within the envelope, which are the result of landscaping associated with the development of the existing residence, and comply with the exception in Sec. 7-20-20(c)(3). These slopes will be recontoured after the residence is demolished. F) The parcel is adjacent to mapped mule deer winter range and elk winter range. Replacement of the residence and construction of the caretaker dwelling unit will have minimal additional impacts on wildlife. G) The parcel is within the mapped Scenic View Protection Area. The proposed residence will only be visible from Woody Creek Road for a short segment of the road and at a distance of approximately %z mile. In order to comply with the 100' setback from Little Woody Creek, the residence is sited in a more open area that is not screened by natural vegetation. Existing structures and an embankment to the southeast limit the arca from which the residence is visible. H) As the residence is part of a ranch compound, the Applicant may utilize white clapboard siding, rather than an indigenous earth tone material or color. Dark shutters and other design features will lessen the visual impact of the white siding. The white siding and dark shutters on the residence will replicate the style of the original residence built in 1962. I) The Applicant will widen the existing driveways to a 16' width within the property boundary. The northern driveway will be the main entry point for emergency service vehicles as it has a wider entry off of Little Woody Creek Road. A 20,000 gallon water tank will be installed for fire -fighting. 7) The Hearing Officer further finds that the use of one additional TDR on the site to develop up to 8,250 square feet of floor area is appropriate, given the siting and design of the residence, the compatibility of the residence with the residences in the surrounding area, and'compliance with the other special review criteria. 8) The Hearing Officer further finds that the proposed development is consistent with Resolution No. 74-39, based on the following: (1) there is no change in use; and (2) the redevelopment complies with the applicable Code provisions, and, in particular, the 100' setback from Little Woody Creek. 9) The Hearing Officer further finds that the caretaker dwelling unit complies with the special review and GMQS exemption provisions of the Code. NOW, THEREFORE, BE IT RESOLVED by the Pitkin County Community Development Hearing Officer that he does hereby approve the Huffman LLC and Maria Huffman Activity Envelope and Site Plan Review, and Special Review and GMQS Exemption for a TDR Receiver Site and Caretaker Dwelling Unit, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. The Applicant shall adhere to all material representations made in the current or prior applications or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 2. Prior to submission of any building or development permit applications, the Applicant shall be required to submit for approval by the County Attorney and Community Development a Site Plan in accordance with Land Use Code Section 2-30-20(g) and Application Manual Section 2.1.12. The above (� 10001� V � Deferminafion �1Vo. 3_ 2015 Page 3 referenced japprovals shall be a condition precedent to finalization and recordation of them. The Site Plan shall be amended as follows: A. Include a note that any buildings within 100' of either side of Little Woody Creek are subject to the non -conforming structure provisions of Secs. 9-40 and 9-50 of the Land Use Code. The parcel is exempt from Growth Management for up to 8,250 square feet of floor area. At building permit application for the new residence, the Applicant shall surrender one TDR Certificate and a copy of the deed(s) evidencing the Applicant's acquisition of the Certificate (if applicable), in order to develop in excess and up to 8,250 square feet of floor area. The proposed development contains less than 8,250 square feet of floor area: approximately 6,187 square feet for the residence and 1,000 square feet for the caretaker dwelling unit. The approximately 1,063 square feet of unused floor area is available for future use without further special review, but subject to Site Plan Review, as applicable. 4. With the building permit applications for the residence and the caretaker dwelling unit, the Applicant shall: A. Provide proof of an adequate water supply (in tenors of quantity and availability) for domestic and fire protection purposes for each dwelling unit. B. Complete a fireplace/woodstove registration form with the Community Development Department, if necessary. C. Submit a drainage and erosion control plan for review and approval by the Planning Engineer. If the total development disturbs one (1) acre or more, the Applicant shall apply for and obtain a State Stormwater Permit. All historic and natural drainage patterns shall be maintained. Storuwater shall be detained onsite and allow infiltration of runoff prior to discharge. D. Submit a detailed "large scale" construction management plan for review and approval by the Planning Engineer. L. Submit a detailed revegetation plan for disturbed areas for review and approval by the Planning Engineer. The plan shall also address revegetation of the area of the demolished residence with riparian vegetation. F. Submit a tree mitigation plan for the removal of any trees larger than 6 inch DBH. G. Submit a detailed landscaping plan. H. Submit a detailed exterior lighting plan. 5. Prior to issuance of building permits for the residence and the caretaker dwelling unit, the Applicant shall: A. Pay the applicable road and employee housing impact fees. B. Obtain an On -Site Wastewater Treatment System construction permit from Environmental Health. C. Obtain a County access/driveway permit for the extension and improvement of the driveway, which shall be reviewed and approved by the Aspen Fire Protection District and the Planning Engineer. Where utilities are to be extended within the driveway, utility line locations shall be shown on the drawings. D. Obtain a permit to -remove the dwelling unit attached to the barn. If the Applicant can demonstrate that the space was legally created, then the Applicant shall render the dwelling unit uninhabitable. if the Applicant cannot demonstrate that the space was legally created, then the Applicant shall demolish the space. Either action shall be completed within six months from the date of permit issuance. 0 Determination Nq3 -2015 Page 4 6. The Applicant shall obtain an Earthmoving/Clearing/Grubbing Permit for any and all hardscape, retaining walls, earthwork, utility installation, water tank burial and landscaping. 7. Any future development within the 100' setback from Little Woody Creek, including redevelopment of the existing agricultural buildings, may require a Hydrology and Hydraulics study to determine the limits of the floodplain, and any buildings within the limits of the floodplain would have to be elevated. in addition, any redevelopment of the agricultural buildings within the 100' setback will be subject to the provisions of Secs. 9-40 and 9-50 of the Code regarding non -conforming structures. 8. The Applicant shall comply with all standards for development within Scenic View Protection Areas as represented in the application and approved in this Decision. White clapboard siding may be installed on the exterior of the residence. Otherwise, the Applicant shall utilize indigenous earth tone materials or colors and the roofs shall have a non -reflective color or composition. Reflective roof materials shall not be used unless the materials are treated prior to installation to eliminate . reflectivity, with the exception of materials associated with solar or photovoltaic equipment. 9. Landscaping shall be substantially consistent with the landscaping shown on the site plan. Additional landscaping may be required at building permit to soften the visual impact of the southern fagade of the residence. Areas disturbed by constriction shall be re -vegetated within one growing season of the project's completion. Landscaping shall be completed prior to issuance of the Certificate of Occupancy for the residence. 10. The Applicant shall comply with the following measures to mitigate impacts to wildlife: A. Native vegetation shall be maintained outside of the activity envelope. B. Provide waste storage that complies with the County Code regarding bear -proof containers, including during construction. C. Fruit -bearing trees and shrubs are prohibited in any landscaping. D. All outside doors shall utilize only solid round handled door knobs unless another type is required by the applicable building code for disabled accessibility purposes. E. Bird feeders, including hummingbird feeders, shall be hung away from any deck or window, and shall be at least 10' from the ground suspended between 2 trees or posts. All seed feeders shall include a seed catchment pan to catch discarded seeds. F. All haystacks or feed areas shall be fenced with 8' mesh game -proof fencing. G. if poultry are kept on the property, coops shall be fenced with 4' five strand electric fencing with alternating hot -ground wires and a ininimum of 6,000 volts and 0.7 joules. H. Contractors shall be prohibited from bringing dogs on-site during construction. I. Boundary fencing is prohibited. Fencing within the activity envelope shall comply with the following, with the exception of fencing to protect gardens in the immediate vicinity of the residence. 1) Mesh or woven wire fences are prohibited. 2) Wood rail fencing shall employ three (3) rails or less, be the round or split rail type, shall not exceed fifty-four (54) inches in height above ground level, and twelve (12) inches in width (top view), and shall have at least eighteen (18) inches between the lower two (2) rails. 3) Wire fencing must be three (3) strands or less. The top wire should be a twelve -point -five (12.5) gauge twisted barbless type at a maximum height of forty-two (42) inches. The middle strands (which may be barbed) should be located a minimum twelve (12) inches apart and from the top wire preventing entanglement when mule deer jump over. The bottom strand should be sixteen (16) inches from the ground. "W*.. Determination No3 -2015 Page 5 11. No development in excess of 30" above or below natural grade shall occur within the setbacks of the parcel, with the exception of driveways and associated retaining walls of up to 6' above or below natural grade and fencing. Landscaping in the form of berms shall not exceed four feet from the most restrictive' grade. Any development located within setbacks mandated by County zoning regulations that does not comply with these restrictions shall require a variance from the Board of Adjustment. Approval of an activity envelope within such setbacks does not assure approval of a variance. 12. The Applicant shall comply with all of the codes and requirements of the Aspen Fire Protection District, including but not limited to access, turning around of fire apparatus, installation of approved fire sprinkler systems in all structures, and a minimum 20,000 gallon water supply for fire fighting. 13. The Applicant shall comply with the following landscaping and wildfire defensible space mitigation standards: A. Defensible Space: The area around all buildings/structures, limited by property boundaries that may limit a property owner's ability to comply with this section, shall incorporate landscaping with wildfire defensible space considerations as follows (note: actual vegetation manipulation to meet these conditions may not be necessary where the natural vegetation patterns have already fulfilled these conditions): 1) Brush, debris and non -ornamental vegetation shall be removed within a minimum ten -foot (10') perimeter around all structures. 2) Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels at a minimum of a thirty (30) foot perimeter around a structure built on flat ground. (For greater slopes, reference the CSFS Safety Zone chart in Wildfire Guidelines For Rural Homeowners, which provides general guidelines that may be modified by a wildfire expert acceptable to the County). 3) Spacing between clumps of brush and vegetation up to the thirty (30) foot perimeter shall be a minimum of two (2) times the height of the.fuel. Maximum diameter of the clumps shall be equal to the height of the fuel. All measurements shall be from the edges of the crowns of the fuel. 4) AIII branches from trees and brush within the thirty (3 0) foot perimeter shall be pruned to a height often (10) feet above the ground with removal of ladder fuels from around trees and brush. 5) Tree crown separation within the thirty (30) foot perimeters shall have a minimum of ten (10) feet between the edges of the crowns, except for mature stands of aspen trees where ladder fuels have been removed. In areas of aspen regeneration, understory shrubs and down and dead materials shall be removed. 6) All branches that extend over the roofeaves shall be trimmed and all branches within fifteen (15) feet of chimneys shall be removed. 7) The density of fuels up to a one hundred (100) foot perimeter of the structures shall be reduced where natural reduction has not already occurred. 8) All deadfall up to a one hundred (100) foot perimeter shall be removed. 9) No new conifer trees shall be planted within ten (10) feet of a residence. 10) N4 flammable mulches shall be placed within two (2) feet of a residence. 11) Tile property owner shall be responsible for the continued maintenance of the defensible space vegetation requirements. t�k Determination Nr, -2015 Page 6 B. Roofing Materials: Roofs shall be constructed with a Class A roof covering or a Class A assembly as defined in the building code. Wood shake/shingle roof coverings are prohibited. Roofs with less than a 3:12 pitch are not permitted unless they comply with the following: 1) All roof coverings shall be constructed of non-cornbustible materials and installed on a Class A roof assembly. 2) All roof coverings shall have a surface that shall facilitate the natural process of clearing the roof. 3) All roof designs shall facilitate the natural process of clearing debris. Protrusions above the roofline, such as parapets, shall be prohibited. 4) Roofs shall be installed as required by the approved building code and shall have a minimum slope of 1:48. 5) All roof designs, coverings or equivalent assemblies shall be specifically approved by the Fire Marshal prior to submittal of a building permit application. C. Additional wildfire mitigation standards: 1) Roof vents shall be screened with corrosive resistant wire mesh with mesh ''A inch maximum. 2) Roofs and gutters shall be kept clear of debris. 3) Yards shall be kept clear of all litter, slash, and flammable debris. 4) All flammable materials and firewood/wood piles shall be stored on a parallel contour a minimum of 15 feet away from any structure. 5) Swimming pools or ponds shall be accessible to Fire Department vehicles, if required. 6) Fences shall be kept clear of brush and debris. 7) Wood fences shall not connect to the structure. 8) Fuel tanks shall be installed underground with an approved container. 9) Propane tanks shall be installed according to NFPA 48 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any above -ground tank. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire -resistive construction on the exterior side of the walls. 10) Each structure shall have a minimum of one 10 pound approved ABC fire extinguisher placed in a visible and accessible location. 11) Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and installed on a non-combustible post. 12) New utility lines shall be buried within the driveway, except as specified above. 14. Prior to commencement of any earthmoving or construction activity, the Applicant shall stake the corners of the activity envelope and install construction fencing around the perimeter of the envelope. The fencing shall remain in place until a Certificate of Occupancy is issued for the residence. 15. Prior to issuance of a Certificate of Occupancy for the caretaker dwelling unit, the Applicant shall obtain and the Housing Office shall record a caretaker dwelling unit deed restriction. Actual floor plans of the unit shall be submitted to the Housing Office with the deed restriction. 16. The kitchen shall contain a minimum of a two burner stove with at least a 5 cubic foot oven that can bake and broil, sink of at least 14''W X 16"D X 5.25"H, and at least a 5.3 cubic foot refrigerator and 0.73 cubic foot freezer. Two off-street parking spaces shall be provided for the unit. The caretaker dwelling unit must have separately accessible utilities. This does not preclude shared utilities. 0 �D Delerminaiion No. 3 -2015 I'age 7 17. Prior to iss inspect the 18. The floor parcel. of a Certificate of Occupancy for the caretaker dwelling unit, the Housing Office may it. of the caretaker dwelling unit shall be included in the total al lowed floor area for the 19. No development, including grading, excavation, fill placement, berming, landscaping, vegetation removal or disturbance, well or on-site wastewater disposal system, shall occur outside of the approved activity envelope, except to comply with the required wildfire mitigation. 20. The Applicant shall provide adequate engineering of any retaining walls over 4' in height and/or any improvements to retaining walls over 4' in height. All retaining walls shall be.a maximum of 7' in height. 21. No calculations for height, bulk, setback, size, floor area, or any other building and zoning requirements have been conducted. "These requirements will be considered at the time of building permit. Any structures represented in the application may not be permitted under building and zoning regulations. 22. Failure to comply with the conditions of this approval may result in revocation of this approval, or any subsequent permit(s) or approval(s) related to this property, or vested rights associated with this property. 23 Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Co e, § 2-20-170 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on 2018. � � Q Determination Na3 -2015 Page 8 NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY on the 16°i day of April, 2015. APPROVED AND ADOPTED this & day of 52015: PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTY RIGHTS in the Aspen Times Weekly on the// day of fur, 2015. ATI'EST: Bonnie Shiles, Administrative Assistant APPROVED AS TO FORM: John Ely, County Atto Case 0021-15; PID#264310300014 COMMUNITY DEVELOPMENT DEPARTMENT HEARING OFFICER OF PITKIN COUNTY, COLORADO By. Thomas Fenton Smith, Hearing Officer Date APPROVED AS TO CONTENT: Cin y oubcn, Community Development Director EXHIBIT "A" LEGAL DESCRIPTION A Tract of land situated in Lots 4, 5 and 6, Section 10, Township 9 South, Range 85 West of the 6th Principal Meridian, Pitkin County, Colorado, being bounded on the Northwesterly side by the Southeasterly line of a road known as the Scott Brother's Road and on part of the Northeasterly side by the Northeasterly side of an access road, both roads as now constructed and in place, said Tract is more fully described as follows: Beginning at a point on the Southeasterly line of said Scott Brother's Road whence the Northwest corner of said Section 10 bears North 05 degrees 03 minutes West 4206.80 feet; thence North 27 degrees 18 minutes East 279.17 feet along the Southeasterly line of said Scott Brother's Road; thence North 39 degrees 12 minutes East 295.88 feet along the Southeasterly line of said Scott Brother's Road; thence North 42 degrees 19 minutes East 293.59 feet long the Southeasterly line of said Scott Brother's Road; thence North 49 degrees 10 minutes East 262.19 feet along the Southeasterly line of said Scott Brother's Road; thence North 45 degrees 46 minutes East 303.94 feet along the Southeasterly line of said Scott Brother's Road; thence North 40 degrees 43 minutes East 168.50 feet along the Southeasterly line of said Scott Brother's Road; thence North 36 degrees 08 minutes 19 seconds East 32.30 feet along the Southeasterly line of said Scott Brother's Road to its intersection with the Northeasterly line of said access road; thence South 50 degrees 22 minutes 49 seconds East 270.30 feet along the Northeasterly side of said access road; thence South 41 degrees 46 minutes 41 seconds East 209.28 feet along the Northeasterly side of said access road; thence South 14 degrees 32 minutes 04 seconds East 326.99 feet along the Northeasterly side of said access road; thence South 78 degrees 13 minutes 05 seconds East 264.92 feet; thence South 45 degrees 35 minutes West 268.15 feet; thence South 81 degrees 53 minutes 21 seconds West 313.99 feet; thence South 41 degrees 04 minutes 56 seconds West 191.36 feet; thence South 29 degrees 13 minutes 11 seconds West 104.63 feet; thence South 05 degrees 46 minutes 41 seconds West 178.83 feet; thence North 79 degrees 41 minutes 00 seconds East 77.36 feet; thence South 40 degrees 23 minutes 31 seconds West 128.99 feet; thence South 58 degrees 52 minutes 27 seconds West 366.62 feet; thence North 46 degrees 38 minutes West 161.49 feet; thence North 13 degrees 24 minutes 20 seconds East 94.23 feet; thence North 59 degrees 05 degrees 05 minutes West 278.92 feet; thence South 78 degrees 20 minutes West 160.80 feet; thence North 72 degrees 41 minutes West 247.84 feet to the Point of Beginning. . HISTORICALLY DESCRIBED AS: Parcel 1 A tract of land situated in Lots 4 and 6, Sec. 10, T 9 S, R 85 W, of the 6th P.M., being bounded on the Northwesterly side by the Southeasterly line of a road known as Scott Brother's Road. Said tract is more fully described as follows: Beginning at a point on the Southeasterly line of said Scott Brother's Road whence the Northwest corner of said Sec. 10 bears N 2132'39" W 3386.31 feet; thence S 45°32'45" E 182.84 feet; thence S 26°10'11" W 32.86 feet; thence S 42°32'44" W 97.07 feet; thence S 48°1602" W 309.63 feet; thence N 49°47'20" W 199.72 feet to the point on the Southeasterly line of said Scott Brother's Road; thence N 49°10'00" E 219.48 feet along the Southeasterly line of said Scott Brother's Road; thence N 45°46'00" E 233.26 feet along the Southeasterly line of said Scott Brother's Road to the Point of Beginning. Parcel 2 A Tract of land situated in Lots 4, 5 and 6, Section 10, Township 9 South, Range 85 West of the 6th Principal Meridian, Pitkin County, Colorado, being bounded on the Northwesterly side by the Southeasterly line of a road known as the Scott Brother's Road and on part of the Northeasterly side by the Northeasterly side of an access road, both roads as now constructed and in plate, said Tract is more fully described as follows: Beginning at a point on the Southeasterly line of said Scott Brother's Road whence the Northwest corner of said Section 10 bears North 05 degrees 03 minutes West 4206.80 feet; thence North 27 degrees 18 minutes East 279.17 feet along the Southeasterly line of said Scott Brother's Road; thence North 39 degrees 12 minutes East 295.88 feet along the Southeasterly line of said Scott Brother's Road; thence North 42 degrees 19 minutes East 293.59 feet long the Southeasterly line of said Scott Brother's Road; thence North 49 degrees 10 minutes East 262.19 feet along the Southeasterly line of said Scott Brother's Road; thence North 45 degrees 46 minutes East 303.94 feet along the Southeasterly line of said Scott Brother's Road; thence North 40 degrees 43 minutes East 168.50 feet along the Southeasterly line of said Scott Brother's Road; thence North 36 degrees 08 minutes 19 seconds East 32.30 feet along the Southeasterly line of said Scott Brother's Road to its intersection with the Northeasterly line of said access road; thence 0 South 50 degrees 22 minutes 49 seconds East 270.30 feet along the Northeasterly side of said access road; thence South 41 degrees 46 minutes 41 seconds East 209.28 feet along the Northeasterly side of said access road; thence South 14 degrees 32 minutes 04 seconds East 326.99 feet along the Northeasterly side of said access road; thence South 78 degrees 13 minutes 05 seconds East 264.92 feet; thence South 45 degrees 35 minutes West 268.15 feet; thence South 81 degrees 53 minutes 21 seconds West 313.99 feet; thence South 41 degrees 04 minutes 56 seconds West 191.36 feet; thence South 29 degrees 13 minutes 11 seconds West 104.63 feet; thence South 05 degrees 46 minutes 41 seconds West 178.83 feet; thence North 79 degrees 41 minutes 00 seconds East 77.36 feet; thence South 40 degrees 23 minutes 31 seconds West 128.99 feet; thence South 58 degrees 52 minutes 27 seconds West 366.62 feet; thence North 46 degrees 38 minutes West 161.49 feet; thence North 13 degrees 24 minutes 20 seconds East 94.23 feet; thence North 59 degrees 05 degrees 05 minutes West 278.92 feet; thence South 78 degrees 20 minutes West 160.80 feet; thence North 72 degrees 41 minutes West 247.84 feet to the Point of Beginning. EXCEPTING THEREFROM that portion described in deed recorded April 30, 1973 in Book 275 at Page 220. ( 537399 Page: 1 of 4 05/04/2007 02:59F JANICE K VOS CAUDILL PITKIN COUNTY CO R 0.00 D 0.00 ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF PTTKIN COUNTY, COLORADO, APPROVING THE URFRIG/SHEPPICK ACTIVITY ENVELOPE AND SITE PLAN REVIEW Administrative Decision No.3Z-2007 RECITALS 1. Stuart UrfErig and Shelly Sheppick ("Applicant") have applied to the Community Development Director of Pitkin County ("Director") to establish an activity envelope and obtain site plan approval for an addition to and remodel of an existing legal residence. The existing septic system will also be replaced. 2. The lot contains 1.01 acres and is conforming in size in the R-30 zone district. 3. The lot is located at 110 Katydid Lane; and is described as Lot 11, Block 1, Filing 1, Little Elk Creek Subdivision. 4. The application was received after July 60', 2006 and therefore is reviewed pursuant to the 2006 Land Use Code ("Code"). 5. The BOCC approved the Little Elk Creek Subdivision in 1970. A single family residence (1,801 square feet according to the Assessor's Office) was built on the lot in 1978. Building envelopes were not established as part of the subdivision review. 6. The Director finds that the request is consistent with the applicable requirements of the Code, and that the development is exempt from scenic review pursuant to 7-20-120.c.4.a because it is not visible from Capitol Creek Road. APPROVED by the Director, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. The Applicants shall adhere to all material representations made during the application process. 2. Prior to submission of any future building permit applications, the Applicant shall be required to submit for approval by the County Attorney and Community Development a Site Plan with an Activity Envelope in accordance with Land Use Code Section 2-30-20(g) and Application Manual Section 2.1.12. The above referenced approvals shall be a condition precedent to finalization and recordation. The following changes shall be made on the Site Plan prior to submission for recordation: A. Add a north directional arrow. B. Amend title to "Urfrig/Sheppick Site Plan." C. Eliminate the Erosion Control and Drainage Plan, the Revegetation Plan and the Owner Representative/General Contractor information. D. Add the following disclaimer, "Environmental hazard areas exist that might affect the property, any improvements and occupancy thereof." E. Add existing and proposed utility lines and easements. 537399 Administrative Decision NoN,-2007 Page: 2 of 4 111111111111111111 loll 1110111111 oil 1111111111111111 Page 2 JANICE K VOS CAUDILL PITKIN COUNTY CO R 0,00 05/04/007 D20.00 2.59E A. Submit a drainage and erosion control plan acceptable to the Planning Engineer. B. Submit a construction management plan for review and approval by the Planning Engineer. C. Pay the applicable road and employee housing impact fees. D. Obtain a permit for construction of the new ISDS. 4. The lot is exempt from the Growth Management up to 5,750 square feet. 5. The Applicant shall comply with the following standards for Development in a Low Wildfire Hazard Area: A. Defensible Space: The area around all buildings/structures, limited by property boundaries that may limit a property owner's ability to comply with this section, shall incorporate landscaping with wildfire defensible space considerations as follows (note: actual vegetation manipulation to meet these conditions may not be necessary where the natural vegetation patterns have already fulfilled these conditions): 1) Brush, debris and non -ornamental vegetation shall be removed within a minimum ten -foot (10') perimeter around all structures. 2) Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels at a minimum of a thirty (30) foot perimeter around a structure built on flat ground. (For greater slopes, reference the CSFS Safety Zone chart in Wildfire Guidelines For Rural Homeowners, which provides general guidelines that may be modified by a wildfire expert acceptable to the County). 3) Spacing between clumps of brush and vegetation up to the thirty (30) foot perimeter shall be a minimum of two (2) times the height of the fuel. Maximum diameter of the clumps shall be equal to the height of the fuel. All measurements shall be from the edges of the crowns of the fuel. 4) All branches from trees and brush within the thirty (30) foot perimeter shall be pruned to a height of ten (10) feet above the ground with removal of ladder fuels from around trees and brush. 5) Tree crown separation within the thirty (30) foot perimeters shall have a minimum of ten (10) feet between the edges of the crowns, except for mature stands of aspen trees where ladder fuels have been removed. In areas of aspen regeneration, understory shrubs and down and dead materials shall be removed. 6) All branches that extend over the roof eaves shall be trimmed and all branches within fifteen (15) feet of chimneys shall be removed. 7) The density of fuels up to a one hundred (100) foot perimeter of the structures shall be reduced where natural reduction has not already occurred. 8) All deadfall up to a one hundred (100) foot perimeter shall be removed. 9) No new conifer trees shall be planted within ten (10) feet of a residence. 10) No flammable mulches shall be placed within two (2) feet of a residence. 11) The property owner shall be responsible for the continued maintenance of the defensible space vegetation requirements. ,010*- �Ve 537399 Page: 3 of 4 Administrativ Decision No,_Z- 2007 05/04/2007 02:59F Page 3 JANICE K VOS CAUDILL PITKIN COUNTY CO R 0.00 D 0.00 B. Roofing Materials: Class A covering or Class A assembly as defined by the currently adopted Building Code. No wood shakes or shingles. All other adopted Building Code compliant methods and materials permitted. Roofs with less than a 3:12 pitch are not permitted unless they comply with the following: 1) All roof coverings shall be constructed of non-combustible materials and installed on a Class A roof assembly. 2) All roof coverings shall have a surface that shall facilitate the natural process of clearing roof debris. 3) Protrusions above the roofline, such as parapets, shall be prohibited. 4) Roofs shall be installed as required by the adopted Building Code and shall have a minimum pitch of 1:48. 5) All roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marshal prior to submittal of a building permit application. C. Maintenance and Miscellaneous Requirements 1) Roofs and gutters shall be kept clear of debris. 2) Roof vents shall be screened with corrosive resistant wire mesh, with mesh one-fourth ('/4) inch maximum. 3) Any outbuilding shall adhere to the same wildfire requirements. 4) Yards shall be kept clear of all litter, slash and flammable debris. 5) All flammable materials shall be stored on a parallel contour a minimum of fifteen (15) feet away from any structure. 6) Weeds and grasses within the ten (10) foot perimeter shall be maintained to a height not more than six (6) inches. 7) Firewood/wood piles shall be stacked on a parallel contour a minimum of fifteen (15) feet away from the structure. 8) Swimming pools and ponds shall be accessible by the local fire district. 9) Fences shall be kept clear of brush and debris. 10) Wood fences shall not connect to other structures. 11) Fuel tanks shall be installed underground with an approved container. 12) Propane tanks shall be buried, if possible, or installed according to NFPA 58 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any aboveground tank. Any wood enclosure around the tank shall be constructed with materials approved for two (2) hour fire -resistive construction on the exterior side of the walls. 13) Each structure shall have a minimum of one ten (10) pound ABC fire extinguisher. 14) dresses shall be clearly marked with two (2) inch non-combustible letters and shall be v sible at the primary point of access from the public or common access road and installed on a on -combustible post. No development shall occur outside of the approved activity envelope, except as necessary to comply with the wildfire mitigation measures described above. Administrative Decision No.2007 Page 4 111111111111111111111111111111111111111111111111 11111111 537399 Page: 4 of 4 05/04/2007 02:59F 0 0.00 7. Prior to commencement of any earthmoving or other construction activity, the Applicant shall stake the corners of the activity envelope and install construction fencing around the construction site within the perimeter of the building envelope. The fencing shall remain in place until issuance of a Certificate of Occupancy. 8. No calculations for height, bulk, setback, size, floor area, or any other building and zoning requirements have been conducted. These requirements will be considered at the time of building permit. Any structures represented in the application may not be permitted under building and zoning regulations. 9. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use C de § 2-20-170 and C.R.S. § 24-68-105. The statutory vested rights granted herein shall expire on 2010. 10. Failure to comply with the conditions of this approval may result in revocation of this approval, or any subsequent permit(s) or approval(s) related to this property, or vested rights associated with this property. PPROVED b the Director, this 27b -.day of V" ;IJ -the A s� ^7i mQs 4r�_cu,-S- &c -{i Cinwy Houben, Community Development Director PID# 264504303015 P009-07 2007. yon 131 ZM7, 9 a PARCEL NO. 264310300014 HUFFMAN, LLC ACTIVITY ENVELOPE AND SITE PLAN MtB WOODY CREEK SUBDIVISION, A TRACT OF LAND SITUATED IN LOTS 4, 5 AND 6 OF SECTION 10, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH PM, COUNTY OF PITKIN, STATE OF COLORADO PARCEL A 28.75 Ac. ad I 1. �q�ffl Rk \ 1 1 1 1 111 ACTIVITY E—NMEEOME 6�IM GRAPFDC SCALE i « EaE I PROPERTY DESCRIPTION (BOOK 289. PAGE 334) Euty DESCRw[o Acscucws •w[nwcas1 MTFD.wD wnACE.SW mrGle Ndrt EF� z 2 K po Z u Q u R=E '-z Z u .,TATEDP"oE««oo {W- �tl7g8$ .« U ox NOTES: a X epME�R¢r,�YR IS 1HE MNN f1PE TRUCK dmYwAY TO TIE PRDPFRtt TOR SEANCE ACCESS. wTERNAL DpuERAYS T) BE ie iFFI N ADTI TO uEET CWNtt AND FIRE TRUCK RfWIRENBlTS ALL RADD55 T) uF£T MS IG REWBEMM PIAwIMCTENONG TO BE RELDCAIED AS NECESSARY iY1R VRDVOSED SITE 20000 GA ME —MT WATER TANK TD K WSTALLED AND RIIN TO A PRP NNRANT EOC — IMATED W TIf MDDLE Of TIE 51,E VER NDPoYD MA ED RE1LS A SUPPEr TER TO MW NWSF AIl1 CDU ANv BI14➢NIG WTIW —T---.-- r CPED( Mll • > 9-50 DF TIE PIMINOCW TY IAND UM CME W SECTON PE STLNG AND,NVERT 09 O W wns.,d M.14 Pp Y_ iii 7Er na.Tr *A �rmv . Y TszsTr gi =s.er rae.� T sr ]32' )SfIM T _ T:-,- TAT TVR.>Y TS22,0• M. g %D �9�0 u OU w y, rc > u =O xo Wu z U D• 2151 G,, SNT 2OF2 E • PARCEL NO. 264310300014 HUFFMAN, LLC ACTIVITY ENVELOPE AND SITE PLAN M/B WOODY CREEK SUBDIVISION, A TRACT OF LAND SITUATED 1N LOTS 4, 5 AND 6 OF SECTION 10, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH PM, COUNTY OF PITKIN, STATE OF COLORADO LEGI ------- 9100______ -------------- 0 GRAPHIC SCALE e ...io..=A-1 e.sd .wr 1ma-�iootrt PROPERTY DESCRIPTION (BOOK 289. PAGE 334) OWNER'SCEWM`CATE mow. uxos aw�rpmx uor o�oe OWNER'S ACKNOWLEDGMENT PNKIN COUNTY COMM- DEVELOPMENT NEA -CIN F GI %C0R"S vv�NAPPROVAL _ yn ro DlT6R uKlne N -SIL pomp ws.-. 5 ,Y a.,.orw. N!euotD+rils2 surmlIII rc>o 'm uK U Z Z Zus r, -,I_� W �. pg 7 n'fi O'ui U i 2 0 O 2 O 2151011 ' SHTI \ 5 -BEDROOM RESIDENCE: • (1 00 GAL/PERSOWDAY x 2 PERSONS/BEDROOM x 5 BEDROOM) • DESIGN FLOW = Q = 1000 GALLONS • CDU BUILDING TO BE HOOKED TO THE HOME OWTS FIELD SYSTEM. TANK SIZING: • (1000) x48124 HOUR RETENTION TIME= 2,000 GALLONS • USE 2,066 -GALLON, TWO-COMPARTMENT TANK PER DETAIL. (COMPARTMENT #1 = 1,559 GALLONS, COMPARTMENT #2 = 507 GALLONS) • LTAR RATE = 0.80 GAL/SF (Sand) • CALCULATED ABSORPTION AREA =A=(Qd/LTAR)=(1000/0.8) •• Qd = DESIGN FLOW = GAL/DAY •• ABSORPTION AREA= 1,250 SF •• 30% REDUCTION FOR DOSING IN TRENCH LT1 TOTAL AREA REQUIRED FOR 5 BEDROOMS - 875 SF HANGING 4" PIPE IN ADS CHAMBERED TRENCH SYSTEM: • ABSORPTION AREA PER DESIGN 875 SF. • EACH "ADS" CHAMBER ACCOUNTS FOR 15 SF OF AREA. •• 59 CHAMBER REQUIRED. •• 5 ROWS OF CHAMBERS (12 CHAMBERS) •• 1 ROW OF CHAMBERS (II CHAMBERS) OWTS DESIGN CALCULATIONS PITKIN 2015: 1 -BEDROOM CDU RESIDENCE: • (1 00 GAL/PERSON/DAY x 2 PERSONSIBEDROOM x 1 BEDROOM) • DESIGN FLOW - Q = 200 GALLONS • CDU BUILDING TO BE HOOKED TO THE HOME OWTS FIELD SYSTEM. TANK SIZING: • (200) x 48/24 HOUR RETENTION TIME = 400 GALLONS • USE 1,000 -GALLON, TWO-COMPARTMENT TANK (MIN). ABSORPTION AREA SIZING: • LTAR RATE = 0.80 GAL/SF (Sand) • CALCULATED ABSORPTION AREA =A=(QdILTAR)=(200/0.8) •• Qd = DESIGN FLOW = GAUDAY •• ABSORPTION AREA 250 SF •• 30% REDUCTION FOR DOSING IN TRENCH LTi TOTAL AREA REQUIRED FOR 5 BEDROOMS =175 SF HANGING 4" PIPE IN ADS CHAMBERED TRENCH SYSTEM: • ABSORPTION AREA PER DESIGN 175 SF. • EACH "ADS" CHAMBER ACCOUNTS FOR 15 SF OF AREA. •• 12 CHAMBER REQUIRED. •• 1 ROWS OF CHAMBERS (12 CHAMBERS) . HANGING 4" PIPE IN ADS CHAMBERED TRENCH SYSTEM: ABSORPTION AREA PER DESIGN TOTAL: 175 SF 1875 SF = 1050 SF. EACH'ADS"CHAMBER ACCOUNTS FOR 15 SF OF AREA. •• 70 CHAMBER REQUIRED. •• 5 ROWS OF CHAMBERS (14 CHAMBERS). 1. ABSORPTION LATERALS SHALL NOT EXCEED 100FEE7 IN LENGTH. 2. THE BOTTOM OF EACH ABSORPTION TRENCH SHALL BE LEVEL 3. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND TRENCHES, AS NECESSARY, TO PREVENT SURF FROM ENTERING ABSORPTION AREA. S. INSTALL CHAMBERS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. TRENCH BOTTOM AND 51DEWALB MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION PRIOR TO CHAMBERINSTAUATION. 7. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVEF ABSORPTION AREA 15 PROHIBITED. B. BOULDERS EXISTING WITHIN THE TRENCH SHALL BE REMOVED AND BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -R MATERIAL 9. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING SEPFIC TANK SYSTEM PARTS. IT THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND DEPTHS OF ALL EXISTING BURIED UTILITI 11. CLEAN OUTS ARE REQUIRED WITHIN 5 FEET OF THE HOUSE FOUNDATION AND AT MAXIMUM OF 100 IF SEPARATION AI 12. THE CONTRACTOR SHALLBE RESPONSIBLE FOR INSTALLINGALLWATERTIGHTCOMPDNENTS, PRIORTOTHEAmORPTION ARM TO PREVENT INFILTRATION. 13. TOPSOIL COVER MAY BE VARIED (WITH 6" MINIMUM) TO ALLOW FOR NON -INTRUSIVE WNDSCAPING, MAXIMUM BURY DEPTH OF CHAMBERS I54' OR PER MANUFACTURES RECOMMENDATIONS. 14. INSTALL RISERS AS NECESSARY TO BRING ALL ACCE55 POINTS TO FINAL GRADE. 15. LOCA TIONS OF ALL COMPONENTS MAYBE VARIED AS NECESSARY IF ALL MINIMUM SETBACK DISTANCES AND MINIMUM PIPE SLOPES ARE MET. 16. THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TOCOUNTY. 17. THI5 SYSTEM IS SIZED FORTYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS, WATER SOFTENERS OR WATER FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM, GAI—E DISPOSAL INSTALLATION AND USE IS ALSO DISCOURAGED. 18, INSTALL BLUE BOARD INSULATION OVER SEWER PIPE WHEREVER PIPE DEPTH IS LESS THAN FROST DEPTH. 19. THE SUB -5018 EXPOSED IN THE PROFILE BORING CONSISTED OF COURSE GRAVELLY SAND. USBA CHART'COURSE SAND'. —GRAVEL 31%SAND, 2%CIAY ANO ]%SILT DER THE HYDROMETER TESTING IN THE REPORT. SEE HP GEOTECH REPORT DATED APRIL 24TH, 2D1S. JOB NUMBER 115064A. 20. SITE PLAN INFORMATION, NUMBER OF BEDROOMS, SIZE OF HOUSE PROVIDED BY PRDIECTARCHITECT. 21. LEACH FIELD, TANK LOCATIONS AND CLEAN CHU LOCATIONS MUST BE INSPECTED AND SURVEYED DURING7AFTER INSTALLATION FOR DESIGN VERIFICATION AND FINAL FIELD AS -BUILT DRAWINGS AND ENGINEER SIGN OFF. 22.ONSITE LANDSCAPE IRRIGATION WILL NOT BE APPLIED TO THE OWR SYSTEM AREA EXCEPTING TEMPORARY FACILITIES TO ENCOURAGE GRA55 GROWTH FOR THE FIRST YEAR. 23. DOMESTIC WATER IS TO BE PROVIDED BY THE ONSITE WELLS, PERMIT K. 24. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS FOR ONSITE WASTEWATER TREATMENT SYSTEM DESIGNS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS REFERRED TO IN THE 25. CONCRETE SEPTIC TANK SHALL COMPLY WITH THE STRUCTURAL DESIGN CRNERIA OF ASTM C1227-12 (STAND 26.A NEW TANK IN5TALIATIONS REQUIRED THE INLET HE MUST BE PLACED WITHIN THE CLEAN WATER ZDNE IN THE TANK, BELOW THE SCUM LAYER AND ABOVE THE SLUDGE LAYER. FILTER SHALL WEND INTOTHE UQUIDA DISTANCE EQUALTO APPROXIMATELY 40%OF THE LIQUID DEPTH POTENTIAL O / / / I IRRIGATION 'o / 'o LATERAL CLEANOUT O 100 FOOT CREEK. \ SETBACK. O ! $/ PROPOSED EXISTING R HOUSE I / v PROPOSED PROPOSED GARAGE -// MAIN HOUSE 100 FOOT CREEK SETBACK / 4" SDR PLY LINE OUT OFPHOME TO SEPTIC TANK LOCATION ORIGINAL PARCEL% ' PROPERTY LINE. / EXISTING / POOL V / K / / / C— / / M I / 11V / / / / EXISTING 0\ TREES (EYP) / / / 0 / / / G I 5 ROWS OF 14 CHAMBERS, 2" DISTRIBUTION PIPE TO BE HUNG FROM / GRAPHIC SCALE TOP OF CHAMBERS PER DETAIL. / / le Ta Ls m I ( IK F=r) t tmh - t6 fL INSPECT PORTS I 2 CHAMBER 2,000 GALLON SEPTIC TANK MATH PUMP. (SEE DETAILS) (5) 2" PVC SUPPLY LINES TO FIELD CHAMBERS. MINIMUM OF 1.0% SLOPE ON PIPES TO CHAMBERS FOR DRAINING PURPOSES. 6" PIPE �\ o 5 WAY MANIFO BOX MATH 2" BALL VAL S TO CONTROL EACH SUPPL LINE OUT. \O_ f D, uw 0 Z, j0, Foo r o °g 0) rc ?haw O � UILDim p0 V f Quiw z� N z °orF r0 0) - '�-o C O o z000 5W o �tti¢ / Aau M moaw Yf U p �m ° 06. 4" SDR SERVICE LINE FROM HOUSE TO SEPTIC TANK v 2 CHAMBER 1,000 GALLON SEPTIC TANK. (SEE DETAILS) 0 4" SDR SUPPLY LINE FROM TANK TO SPLITTER BOX I o I p I Q AS—BUILT INFORMATION PROVIDED BY: TUTTLE SURVEYING SERVICES AUGUST 8, 2016 LEG ---------------- --_—_ 77 ` r______ 51. PROPOSED DRIVEWAY DOSTING PROPERTY BOUNDARY DOSTING EASMENTS E10S71NG MAJOR CONTOUR EMSTING MINOR CONTOUR PROPOSED MAJOR WNTDUR PROPOSED MINOR CONTOUR PROPOSED SWALE FLOINUNE PROPOSED STORM DRAIN PROPOSED SLOPE T. ►A � w Z N w- 0^ 0 Z Om U Zz0� Z Z W?m W W m _ g0 Z NZON ;Wm UT ^Oo 3 IT 13 •L, J n 2: p0 O 0 WO W Xo ~ }0 0� 0Z' O 0 j O Y � JL J D_ OD m PROJECTNO. 2151011 AB -1 29-A �.a FT `3 E Yul o W w� CC 00 U wo Q J O Q 0 W U J Z 00 F_ d' Q a L - _. ..._ _. .�.. , -----`- - - ---- � •Coll. F.L as f- FLP 3's4� . FA f _ P? �pi.uc Gak MEc14 LLL), W zo Q0 U Xo Q J r O Z ALIO �Z Z_Y a v < Q pq � .. —__... _. � � e _ - 30l3 FfR 'q l SA F7 ZC N -C Lu CC d O= U)A1 QW o L • 'o +�+ c P P Y Lo UJ z W R O U wo Q J� p -.z 0 LUL J Z ZY 'a < a Q 3