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pitkin.eh.264309300013 (2009) (2)_EXPIRED AX-20
O NSITE WASTEWATER TREAT ANT SYSTEM (OWTS) � EH/NRCONSTRUCTION PERMIT 'md 0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: 09003 Parcel ID #: 2643-093-00-013 Permit Issued: ®NEW ]REPAIR ❑REMODEL/ADDITION —]TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Neligh Coates, Trust #2 Property Address: 220 Doc Henry Road Legal Description: M/B Woody Creek Size of Lot: 2.31 Acres Detached Accessory Unit: ❑YES ®NO Size of Building 1= Sq. Ft. Size of Accessory Unit: �I Sq. Ft. The system is designed for: MAIN LEVEL Master Bedroom, UPPER LEVEL Guest Master Bedroom, Bedroom 1, Bedroom 2 = 4 bedrooms 2071046.00 Designed By: High Cou itry Engineering roJect C)vvTS-� a Dated: May 16, 2008 Phone #: 970-945-8676 Mailin ress: 1517 Blake Avenue, Suite 101, Glenwood Springs Fax #: 970-945-2555 Email Addr Perc Rate: < 5mpi Profile Hole Depth: 8 ft DGroundwater or Bedrock: >8 ft Minimum Tank Capacity: 1500 gallons i urs qQJ�s0 nrea: 1010 sq ftw/ 20% dosing red. ,Per ondit This OWTS Construction Permit is approved on the condition of co eng cevith t e1x3`eer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and t e neer pri construction. C Th'l ystem_v,�litonsist of one 1500 g on tank, f I by a 1000 gallon recirculation tank with pump and vantex M 26 followed by a 1000 alto tan Ind pump system. Effluent will be pumped to a sand filter. The sand filter must have a minimum de ofP" Ind and slopes no steeper than 3:1. A gradation of the sand filter material, consistent with section 0 B. 2. of the Pitkin County OWTS Regulations, shall be submitted to this Department prior to final approval. This design does not account for a 20% reduction in absorption area sizing, reflecting a recent regulation change which will go into effect April 11, 2009. The reduced field area may be installed only with approval from the engineer, in writing, and must be documented in the final as -built drawing. A separation of at least 116 feet must be maintained from the absorption area (sand filter) to the well and 66 feet from the river to the sand filter. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department 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. 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 approvedd by EH/NR before final approval of the system will be issued. Issued By: ���(jS ��lg-�1�h Date: Expires: Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: Fee PaW 5 L 1SITE WASTEWATER TREATMENT SYSTEM (OWTS) D CONSTRUCTION PERMIT APPLICATION EH /NR 0405 Castle Creek Road, Suite 10 - Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pitkinassessor.ora): 2643 093 00 013 Purpose of Permit: ❑■ NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): $20,000 Property Address: 220 Doc Henry Road Lot: 131ock: Filing: Subdivision: Parcel 1 M/B Woody Creek Property Owner(s)': Email Address: Neligh Coates, Trust #2 Owner's Mailing Address: City, State, Zip: 720 East Hyman Street Aspen, CO 81611 Home Phone: Business Phone: (970)920-0572 'Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (if not owner): Company: Monty Thompson Thunder Construction Contact/Applicant Mailing Address: City, State, Zip: PO Box 4841 Aspen, CO 81612 Cell Phone: 1 _ J�2 J) _q% Business Phone: (970) 923-4117 Fax Number: Email Address: roaringforkcc@gmail.com Building Permit # (if applicable): Lot Size (in acres): 2.31 Ac Size of Building (square feet): Number of Potential Bedrooms: > 6,000 sf 4 br Detached Accessory Unit? ❑ YES ❑N NO Size of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: N PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): Engineering Firm: Job Number: Phone Number: Fax Number: High Country Engineering, Inc. 2071046 (970) 945-8676 (970) 945-2555 Mailing Address: City, State, Zip: 1517 Blake Ave, Ste 101 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 Signatu a (Requ Date: Applicant Sig�Iure: sJDat: !� FOR OFFICE USE ONLY Received by EN/HR Staff: Fee & Receipt #: Date: G�v GAOWTS March 8, 2008 NEW RIGS Office , Admin\Forms\OWTS Const Forms\OWTS construction permit application.xls Updated 10/7/08 Pitkin County Environmental Health Department Contact Log Sheet Name- Try Parcbl iD#_ _. pate .. Person S 9kert To Comments / Aetion to be Taken . Initials Tree _ _ -PAJ pi `� h CctQ SLa404QYM2ZO LOV . cam. _ rr 4N C -- 12 AMM .. OM A 1c N oa O 1 lff®m® OMM 12 AMM .. OM A 1c N oa O 1 Recorded at--//, 3(o%c ock P M. Reception C , Recorder RECORDING REQUESTED BY: WHEN RECORDED RETURN T(: STATUTOR;.t POWER OF ATTORNEY NOTICE:: UNLESS YOU U) Wr THE POWER IN THIS ROCU MVT, THIS DOCUMENT GIVES YOUR Ei f ENT THE POWER TO ACT FOR YOU, WITHOUT YOUR CONSENT, CN ANY WAY THAT YOU COULD ACT FOR YOURSELF. THE POWERS GIIANTlED BY THIS DOCUWl'vT ARE BROAD AND SWEEPING. THEY ARE I:%PLAINED IN THE "UNIFORM STATUTORY FORM POWER OF ATTORNEY ACT", PART 13 OF ARTICLE 1 OF TITLE 15, COLORADO REVISED STATUITS, AND PART 6 OF ARTICLE 14 OF TITLE 15, COLORADO REVISED STATUTES. IF YOU HAVE ANY QUESTIONS ABOUT THESE POWERS, OB'rAIN COMPETENT LEGAL ADVICE. THIS DOCUMENT DOES NOT AUT11ORIZE ANYONE TO MAKE MEDICAL OR OTHER HEAL'T'H -CARE DECI: ; BIONS .FOR YOU. YOU MAY REVOKE THIS POWER OF ATTORNEY IF Ye u' LATER WISH TO DO SO. THE PURPOSE OF THI:i POWER OF ATTORNEY IS TO GIVE THE F°"R YOU :DESIGNATE (Y0I JR "AGENT"), BROAD POWERS TO HANDLE YOUR PROPERTY AND AFFAAIS, WHICH XUY D;CLUDE POWERS TO PIXDGE, SELL, , O.R OTHFERV � TSE DISPOSE OF ANY REAL OR PERSONAL NOTICE TO YOU OR APPROVAL BY YOU. THIS FORM DOES NOT Ddpo!;E A DUTY ON YOLK AGE' T TO MR= -Cp,&NnD POWERS; Rt7 WMWPOWERS ARE - CISED, YOUR AGENT .......t�.,.. DIM CAR To r,kcl FOR YOUR B} AND 1v ACCORDANCE .iu:rL iu. WITH THE FR+OVISIGINS OF THIS r0Wvj .,IND MLf r .1'.P A RECORD' 01. RECEIPTS; DISBURSEM(EN n ; AND SIGNIFICANT ACTIONS TAS AS CE T yOLF M, z NAME CESSO"R G TS UNDER TSS FORM BLT a.� .� . y . NO.�^}*+..,}� -.-,x �n+r+ ��t. itr i'♦ glTi' TO T1t'' ! 1 Cll�AGFIl'�Al s. U1114 -m i*j*+✓ i L �✓ .ti- s �r�t �w�+���pp��--+. (-)N __ � � y-.,". "�`-tom. d '�ys '�` '�'$` �[1' Y C�t!lL1 *M. r4 T 7 ouR jjhmA Ji' k -&M + ATES +`! YOUR .1T�17�.11 l'lic� 1,:YER.C1SE THE POWERS GWEN FMRE THROiTCkTOUT YOUR LIFETIME, 99 YOU %W B�ACO UNLESS YO �_. _ .,__ ,,, IMS I.IIM T THE IJ►IiRAT 01' Ok�: it UW U T"i iv cal :moi PRO 4 D B -ow. 11111111111111111111111111 #111111 !11111 Ill 11111111! 1111 535539 1111111110 110111111111111 Ili Ill 1ll i Ni !1111 Illi 1111 Pace: z o{ 5 Ill ll111111111Jill Jill11 03/1912007 09:19! JANICE K VOS CAUDILL 'ITKIN COUNTY CO R 26.00 D 0.00 C� YOU MAY HAVE OTHER RIGETS OR POWERS UNDER COLORADO LAW NOT SPECTEIED IN TB1;'- FORM. 7, /V�•�st.v �: Co.� Y�J , of _.r��' '.J,®`oma-s•4sappoint �, d 4:62.4 TP✓ , _ of �li�F.J e o .•� y aS my agent (attorney-in-fact) to act for me in,,. ay lawful way with respect to the following initialed subjects: TO GRAN' ONE OR Mt;►RE OF THE FOLLOWING POWERS, RMIAL THE LINE IN FRONT OF I ACH POWER YOU ARE GRANTING. TO VMIOLD A. P'O;� , DO ?VflT X T LMS . OWN i` Off' I`I". YOL' MAY, BUT �! (��{ {�' (�(� ■ { ..�,�E.e.4, el finer" EACH Pd-,klvM. vSrT��'U' . 1� A 1, B V J 1 EED NOT, d b, CRU- ! V U V A �� f I AA i iu ' �, rci ri u as+: avis iwLcn properly recorded (A) Real p ye y ) (B) Tangible personal pv)0erty transactions. (C) Stock and bond trane ictions. (D) (:ommodity and opti:in transactions. (E) Banidng and other fii2ncial institution. transactions, (F) ' Business: operating o nasaciiorls. (G) !nuance and annuit,r transactions. k'k Et<.t state, st, and otl .-r beneficiary' transactions. (I) Claims and iiugatior., (P Personal and €amity maintenance. (K) Benefits from Social `.'security, :Medicare, Medicaid, or other governmental programs or military service. (L} Retirement plan tran:cactions. Tax matters. I NLFsS YOU DIRECT OTHERWISE, THIS POWER OF ATTORNEY IS ' C,—L.VE DIVN IATEL Y iiND WLr(,T. +f:'+tiN'!['INETE UNTIL iT IS REVOKED L,,VNIEN4-4 ASS SMIR'ED BIOVT, $TE THROUGH- AND -n y 1-p-% 'r^r T x� �Vr'V T VrJTT M. Y t iJL % �'¢ti:. iL � x z- ;.„_= , , rewn,n rr.9r7 .s,r4 ,f4d's 9. TrT��7[b.i'R`?X"�,T�ar NOT WANT l H� r0 -WE Or A 1:1 �. M -M X Y ®i �.��� � "4 %.V. —: J6%' -u A --- DNA --- v a D A tcaT IM TVVAPACtrATEI), OR INCON TENT. s� L tF nf:. ..� a11- tisnl7fTTf v 'v .i'i'"`d . { This power of attornt.y will C:ii'AldliiC" iii iic eiii.vii+v z disabled jnra sacitated; or incotnt:etent. ,. '.Y.T. a r rs i►To *'#, 1 Y T`U,f'r-7 A "eNNc /1N TW P A �%RNT' C XOl) I� k- i,t" CLUII)E iil.'X"Ll oli a s1a•u i.a+.aiai ..•.�� PoWrRS �I THIS POWER C:F ATTORNEY IF THEY AILS Sri iCr�i.i.ir 2 i !!111 !l11N !!!111!1111[ 1111111111111111 Jill 1111 535539 11 1111111111111111;11 Page: z at 1 I 11,11,111 111111 11 til 11111 1111111111111111111111 If 11 ill I ill 11 1 111! 03/19/2007 09: 13' JANICE K VOS CAUDiLL PI" IN COUNlY UU K 26-OFO D ro.&D t)sc MF -D BELOW- The ELOW- The powers granted above shall not include the following powers or shall be modified or limned in the fol.3wing manner (here you may include any specific limitations you deem appropriate, Such as a prohibition of or conditions on the sale of particular stock or real estate or special rules regarding borrowing by the agent): In addition to the pc,jvers granted above, I grant my agent the following powers (here yniji may add any oratei delegable powers, such as the power to M&e gifts, _ _._.. nt,M_r, �Ie or cage beneficiaries or joint tenants, or revoke yr W.I.iCW AUY tr'51 bpew MCauy iv'_- Q- S}��Cial IIISLTUCACILS, Oil We 1Quvyrlu�, ii:a�.a jC:• _�•� b- r YOUR AGEN-i VVI. Bk, 1 LNJJ1" . D 1 OMM � =;T MM? ALTr L2 A t3" 1 E � 5 mit: I.1R.R.� W ACTViG LW.D iE ill �€'i3Fi' "13F F CE ATTORINM L'JTGJ9 AND TNITLALL THE NE 1T To AR FR $1_ _ iM $g:i1S ris%7#tJi iv ai�.,c.i � 3r FOR SbRVIC ES AS A.ssELVE. Y iS.f v'n for sscrvicas rendered as ag 1 U'%. A,• rhe __ _ _. __ of QT"BEV. ns ru w sic sr n " 'v1R► fit t :' :. MENM) A'1�'�MANINTIM-1. OU .. t?�t3'�' +fit tY 1-11vr.. - : ,�, IIMt� ..,.. .�. REN7()V�,Wil BY Y � Ta =� n __ S FOV � ,r r r.CT, 1 : x �• .�- - C EM, C "i' , TIL —fOU-A J r u UNLESSO> :` {{,,, �.'�,EtSiowrij,,C;i a�'r,£?ii�l;y fp#r`ifl31.'tc vii 1`��4i a date 0i 4vent, such as CCUIT'. d0t0rMb)at'Ui1 07 Vour a1saQ�u�y, �i :� �o� i7tial]i Power to teiidtt: prior W y"r t leat) . M i 1'iii{! ilii �1i#i4 ���i"s iGiiiiii4l ilt`Bt tlt'ssite� u4. c:".. $.@� yrm!ICE K +1 Sts BY RETAINNG THE FOLLOWING PARAGRAPH, YOU MAY, BUT ARE NOT REQLM FD TO, NAW VCIUR AGENT AS GUARDIAN (3F YOUR PERSON OR CONSERVATOR OF YO, I a'R PROPERTY, OR BOTH, IF A COURT PROCFDING IS BEGUN TO ,,.??POINT A GUARDIAN OR CONMVATOR, AkS vR ;0TH, EOR YO t�, C01, . WELL, AP It+iT YOUR AGEN I CO} -MAT �BR v �. � Rt OR BOTH, -. 'I COL T S SLTC AppoLvN'T INS., SER.* Y et -R BESTS TSf�*� AN -u 'GF .._...a "s.S Lt c..r iie�e ta3iE,. u a :-suss:. of B� dpi NMI I iv N: v!'. � a.3b[s'r .� �, L1a� i.sriur►Y'iiai :.s sayz. $... a..oa:.s.:.a..-.. _ ....s.... _. {3e TZ - _ .a+y, .yngy�,n nr sAC'aPPF 7 ESS t31. � �i� ali u v..iiu..... �.� .. —j. � - m,r".. " 4 j s `-- - a� to be.amointed+ i nominate tt:: agent acting under thispvwc of a my ds 5",X h g of cue^,fir, or h, � <,.'erve w i_UF yoU WISH TO NAM!' SUCCESSOR AGE-;�& halt bocci car secur, . .vv gjCC 4;S0R. AGFPiTLN TIM i�tS'l u v't2 fir 'hall diet me =3P=itatea, res7gn, r r refuse Io 3CCePt itiG Of age=, Tua►+the fonnvCh to act { na l�E' Ye�V, IIl the order named+ as successor to :;uc h agent: tF pit s a �i: :his p `'°.4 r`l� St} � � i �S �'A����'� !i}}� b� lncap cIt2It'ti it and is while the Per= is a minor ur a son ad udk="' � _ = to Zive. Pmrn a intcll e. u con,,icieration u3 business n ttera, as "1 bL.L1� by a T a r ftt anY ted -parP who receives a ropy of this &W-UWeDi Inwi U �; t � r� ,Qr of jttr is e fec ve as to a third party unni tie v=d ♦ ,� .. .tom %r tier tip<!/� !'tom.. ► f�1T any claims �t party learn of the revQCddon. i ttgrCa :...._..�•., L r� . t _ wti O ik�:I�iiCi a . T c€! -1 E 1— -h t iiTd partybe�at2:� of r@�I3IiC o� L111S C1l�&'T7► d . ' �G AB i[T`T 1 I3.Y3 i IDY. i 1 "Ju t�== � 11TR �' * BLS ,..,. �,y - e.en cam. ► t�Yt1 yr, ws * V RFS I X aC4. ,,,ti,,, �—a �.N WEREST TO CU -NN g. � A .'Lv'�.er� sl�;,.Yi t�[�►a _.� �►� �_ Vfx'p'hl 4 — i �ti�l ii�l ili�li t��ii .i �!��I �;t��, ;;r ��;�, �! ;ail •,���1,� ► i iiiii� ifk" v-sein lu auMtn uuul M 11211u ifM "i IW ": l YOU MAY, BU'T ARE NOT RyQUIRED Tog REQUEST YOUR AGENT AND sUCCMSOR A.GL%TTS TO PROVIDE SPEC51EN SIGNATURES BELOW- IF YOU LNCLUDE SP � Ci Ii SICYT,-AT-Lj S -jaN TWS �':"� ' O A�,.0All" � y 'OI:LTST COg,VTVTp CE'°TiCA. OPPOSITE SitsT N 1110 Tia .AGENTS: BY re. rat 4s g�? -rg+ +T*Y `il L !`t.1 ZI- _ . ri i t e siF.id� OTHER LEGAL RWS ONS ID DIES s, �c en Signatures of Agent Age= successor A;ent Ctati, oColors o 1 rc y.X� NLX` E A.SSLYARS TIM FIDUCIARY -4-ND OF . AGE - a I}YNMl C,G % �t I certifyda . tht. &ice`hiicf=':'Oi �� wggmt (and and successors) are correct. "Principal Yrincipai Prir?cinal County of This document as acknowled t;ed before me on - date) by Game of principaly. (who certifies the correctness of the signatures of the agent(s).) My dommission expires.; ? [SEAL] S. BREr,4NAN Notary Rsblic 0TAR`` PUBLlC46 STATE C)� CC7L(JFtAaO u-'sgS9Na�m%u..3i (yti1V. 4h6l PAY COMMISSit M� EX RES i '71 �", 11111111111111 1111 535539 _ i a rti 9 ea- ; 3i3: i:its aiiii Ci a' z?3i c CML ENGINEERING LAND SURVEYING M Employee-0�"ed Company December 6, 2011 Carla Ostberg Pitkin County Environmental Health 0405 Castle Creek Rd, Suite 10 Aspen, CO 81611 Re: Coates Residence ISDS HCE Project Number 2071046.00 Dear Carla: The following letter is to request a material modification to the Coates ISDS System which was previously approved by your department. With the success we are seeing from the Microfast systems and the cost savings associated with them, we are requesting a change is the secondary treatment from the Advantex system to the Microfast system Lot 1 (three bedroom residence) will utilize a single 3 -compartment 2026 gallon tank with the Microfast unit installed in the second compartment. A blower unit will also be installed near the house. The Tank location will be the same vicinity as the Advantex tanks on the original plan. Lot 2 (four bedroom residence) will utilize two tanks including a 2000 gallon two compartment tank for the Microfast unit, and a 500 gallon dosing tank. A blower unit will be installed near the house. The Tank locations will be the same vicinity as the Advantex tanks on the original plan. Details for the tanks are attached. If you have any questions, or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Roger D. Neal, P.E. Principal 1517 Blake Avenue. Suite 101 Glenwood Springs, CO 81601 Telephone (970) 945-8676 Fax (970) 945-2555 Carla Ostberg December 6, 2011 Carla Ostberg December 6, 2011 2000 Gallon Top Seam for MlcroFAST 1.5 Unit treatment for 1500 gals 21Y" ClaarA. Top % 7575" View 49' (: 7W I 1.6 MloroFAST Unit "1 6' coup rig for @. Pumpi ng ACc*ss ff �_ ^7. J. Butyl Rubberl fl2' PVC Riser Sealant 210bablo Section -, View 5 �� SY a• �, f k�ible BwAiir % _u L4 ' 5 157' Digging specs inwrt j Olmeeslerla *Mae% A$TTM +0-1227 spec Including I�-„M� Ink -.t pillet i Length wdkh ' 14"'Ot G-1664-66 for resilient connectors Wh6mw irci ;„ x) 56• 51 tae^ 7a• aa" s 4000 psi concrete _ e Delivered complefewith internal piping No Ca Intel Brie t OuUel Side Talal 75ti min gal 1,125 rmn gels t 2,DD0 i gelr 1 I I Mei Weight --. ..... Lid Tarr Taal kkn;�kTCS FssTtrt `4.34a IDe 15,59D be ' 19,87D IM Walter R (719) 39-5-6764 28005 C.a. Rd. 317 Wastewater P.O. BCXM.5 e Systems Fax: (719) 395 3727 soma Vista, CO 81211 07 VALLEY . Pradt, PRECAST, Ins. a Service Website: vwiw.valleyprwmst.com Email: irontdesk@vaIWWrecrast_ccm Carla Ostberg December 6, 2011 Effluent Pumping System - 5M Gallon Pump Tank O'n n 31*6h� e Inspation Ac( Riser and Lid or near grcur Burt ace). opU. Tank Ada (cast or Inlet Tee Patents # 4,439,323 & 5,432,535 Fcreign Patenb Pending &12002, Orenco Sy:lems, Inc. Job No. C22) Figure 4 Slope Ground Away from Riser Conduit to r Control Panel Canduit Seal Liquid Level —PVC Splice Box with Cord Grips —Fiberglass Gasketed Lid with Stainless Steel Bahr —M Riser with Grommets) Nnded to tank adapter with racornmended adhevNe) —Discharge Assembly —Flexible Hose Effluent Cischarge —Tank Adopter (cast or bolted) — Level Control Float Assembly —Check Valve (optional) —Filter Cartridge —Vault Inlet Porta —Orenco Effluent Pump —Drain Valve siotube�' Pump Vault ISDS DESIGN CALCULATIONS - for Pitkin USING LTAR Owner's Name Parcel ID # House Size (sq. ft.) ° (75 gpd or 100 gpd) 100 Number of Bedrooms in Main House �. Number of Offices, Libraries, Studies, Similar-sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar-sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 800 State Review Required? no LTAR (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1200 Mimmum tank capacity 1500 gallons Absorption Area (=B20 X 1.0/B17) A = Q x 1.0 loading/LTAR A = 1,263 sq. ft. of absorption area required Absefptien Area-(-Q�5 X SQR-T pere rate) WMi SECONDARY TREATMENT (Fke leading faEter) 00e A= 1,263 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel 1136.842105 1263.157895 115.2 128.0 Dosing 1010.526316 1010.526316 102.4 102.4 Chambers 884.2105263 1136.842105 89.6 115.2 Max Allowable 631.5789474 884.2105263 64.0 89.6 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 1136.842105 1263.157895 115.2 128.0 Dosing 1010.526316 1010.526316 102.4 102.4 lip *A% Chambers 884.2105263 1136.842105 89.6 115.2 Max Allowable 631.5789474 884.2105263 640 89.6 116 SETBACK FROM WELL # of feet = 66 SETBACK FROM POND, STREAM OR IRRIGATION DITCH OJ wako # of feet = 41 SETBACK FROM DRY GULCH # of feet = Parcel Detail �(.'.Q 5,R,Page 1 of 4 Pitkin County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail ( Sales Detail Residential/Commercial Improvement Detail Land Detail Photographs Tax Area Account Number IParcel Number 2007 Mill Levy 057 R003233 264309300013 23.745 Owner Name and Address Legal Description COMMON TO SECTIONS 9 & 16-9-85 W OF THE 6TH PM BEARS N 76 DEG 16 E 30.00 FT & S 65 DEG 08'E 1510 74 FT THENCE S 31 DEG 10'30" W 450.29 FT TO A PT IN THE CTR OF THE ROARING FORK RIVER THENCE N 61 DEG 33' W 12.88 FT ALONG THE CTR LINE OF SAID RIVER THENCE N 74 DEG 20' W 130.36 FT ALONG THE CTR LINE OF SAID RIVER THENCE N 52 DEG 25'W htti)://www.i)itkinassessor.or2/assessor/Parcel.asp?AccountNumber=R003233 2/20/2009 I t I A t \ 7 Z� \\ k\ / \ \ . \ !f s. \/ �\ `\ "A \ \ 116' OFFSET / FROM OWTS FIELD PLAN VIEW OF MOUND N.T.S. t • 1118' OFFSET OWLS \ 1, & t \ \ 1 �• • ' FIELD 1,000 \\ \ t \ \\ 1,000 GALLON RECIRCULATION1 \ ` \ i .TANK WITH PUMP ADVANTEX AX20 A 11 1 . SEE DETAIL GHEE ,,, \ \ - • ,, ,, \ \ \\ \ \`. 1000 GALLON DOSING TANK \ \ \ 'AND PUMP SYSTEM LOCATION \ i , FOR DRIP, SYSTEM INSTALLATION\\\�'' X16 000 `GAL A � ` \ WATER TANK •. �\ \ \� HIP" PVC Ali LOT 2 OWTS PLAN VIEW _20 GRAPHIC SCALE (1„ +1Mr ) L iocb - 20 TL PITKIN COUNTY, COLORADO SCALE: 1'-2000' TABLE 6.28-1 - Minimum Horizontal Distances (in Feet) Between OWTS Components and Pertinent Physical Features a 3 J 3 U L m J; _ L a ca co. - N U G L .3 3� o � Tit sir 3 L n g C�3§ C o z Go dl=- eu Absorption Trench. Absorption Bed, Sand Filter (see ....ptbne below), 1D0-- 25 25 20 10 SO.. 25e• 50- 15 - Subsurface Dispersal System, or Dry Well I. Lined Sand Fit- 60 10 25 15 10 25 10 25 15 I. Unlined Sand filter in Soil with a Percolation rate 100-25 25 15 10 25 15 25 15 < 60 MPI water Pond Lineqd 60 10 25 15 10 25 10 25 15 UnliPartially Lined WasPondDisystem 100- 25 25 15 10 25 15 25 15 Using AerthodsVau 100ea 10 50 125 10 25eV 10'• 25 15 50 10 25 15 10 25 10 25 15Sepkel, PackagePlaing - Pumping 50e 10 25 5 10 50 10 50 15ChVault. Bullding Sewer or Effluent 50e 1 10 25e 0 10e 50e 10e 50e 15e Pipes • Coaahg. er--hments maw be permitted at Ne points laenntba oy mm Tcomeae, 11- _1V" , �.�u-•..•-• •- ••••• wet- er wastewater pipe la en sed for at I...1 10 feet on each aide of Me ao»hg. Pipe ly Schedule M r ting or better muet be used that h.. a a Hldent diameter to as ily elide over and completelyencase the pipeline. Ridged end caps of at least Schedule 40 rating -t be glued er e ured in a watertight tashlan to the ends of the encasement pipe. There moat be a hale of auf Iclent .ire to accommodate the pipe in the lawermostsection of the ridged cap so Nat the conveyance pipe restr on the bottom of the encasement pipe. jarea in which Ne pipe P- through the end cepa mu.t be ceded with m approved underground ..dant mp.Uble with the pipe u»d. ee Add 8 feet oddlilmol di.t-ce for each 100 CPD of design flow over 1,000D, -leee It can be demonstrated by a PE er W.11 ed gedogiat that a mechanical orturd berier -11 t contamination. If a PE or gudlfled geologlet on ... ee to ezwdas this option. he/ehe ehall submit to the Department a detailed written aaplanation (Including ail aupPI Ind caloulatlons) Nat dearly and cw lnchgly demonstrates why the additional 8 -foot »thack distance for eah 100 GPD of wastewater I. not neo -Y. 30.6. 27e SCHEDULE 40 PVC MANIFOLD WAs1EFLOW DRIPLINE - TP. ALL LATERALS)DRIPURFACE SYSTEMS PIPE LATERAL LAYOUT N.T.S. - - GNP_ -A W�r�Iate.. 1. ILCONSTRUCOF ONSITE WASITEWAA�IRNC aT THIEEPITIG ' TMWGN ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2 ROW FOR BED: 4 BEDROOMS e 2 PERSONS/BEDROOM a 1GO GALLONS/PERSON/OAY IS: 800 GPD - AVERAGE DAILY ROW. DESIGN ROW - 1.5 AVERAGE - 1200 GPD (0) SEPTIC TANK: MINIMUM TOTAL TANK SIZE: O • 1 DAY/24 HRS • 30 HRS - 1500 GALLONS MINIMUM TANK STORAGE - 1500 GALLONS ABSORPTION AREA FOR SAND FILTER: A - 0 O•MAXIMUM (DESIGN) ROW =951- APPLICATION RATE OF 0.95 G/SF/D - 12M - 1263 SF 3. CLEM BUTARE REQUIRED AT THE OUSE S ALL BENDS AND AT LEAST EVERY 100 FET 4. THE CONTRACTOR SHALL BE RESPONSI ONBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA. TO PREVENT INFILTRATION. 5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW LANDSCAPING. 6. INSTALL RISERS AS NECESSARY TO BRING AIL ACCESS POINTS TO WITHIN ONE-HALF FOOT OF FINAL GRADE 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION FIELD AREA USING DRAINAGE SWALES AS NECESSARY. 9. PERCOLATIaN INFORMATION PROVIDED BY CTI. THOMPSON, INC. PROJECT NO. GSO5076-120. DATED SEPTEMBER 11, 2007. 10. THIS DRAWING DOES NOT CONSTITUTE AN OWLS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. ENGINEER MUST OBSERVECONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNTY. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR OR FILTERS ING FLO FOR SHOULD NOT E IE REVERSE OSMOSIS UCEDD IINTONIHIS SYSTEM. TS OR WATER SOFTENERS 12. SITE PLAN INFORMATION FROM OWNER. 13. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE YMEREVTR DEPTH IS LESS THAI1 5.0 FEET. 14. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO BACKFlWNG OF SYSTEM COMPONENTS. 15. SETBACK OF 150' TO UPPER OWTS FIELD DOES NOT MEET MINIMUM AREA 0 DISTANCE OF 200. HCE BELIEVES THAT THIS WILL NOT AFFECT THIS SYSI TO THE VERTICAL SEPARATION DISTANCE OF •-42•. I. ABSORPTION BED SHALL NOT EXCEED 100 FEET IN LENGTH - 2 THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL.. 3. DRAINAGE DITCHES ARE TO BE PROVIDED ABOVE AND AROUND BED, AS NECESSARY. TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA 4. OSORpT10N BED BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION. 5. NO EXCAVATION O ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER BED AREA IS PROHIBITED TO MAINTAIN GOOD SOIL STRUCTURE- S. TRUCTUREe. UNSUITABLE MATERIAL EXITING WITHIN THE BED SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL SAM ER M2= 1, GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE. 2 THE EXCAVATED BED SITE SHALL BE MILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETADON. THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OF A BACKHOE. 3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA. ALL WORK SHOULD BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA 4. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL 5. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. 6. PLACE THE PRESSURE DISTRIBUTOR PIPE CONNECT IT TO THE SEWER AND COVER WITH AGGREGATE 7. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC. OF 6. PLACE BED AND MTU MUM THE OF EDEPTHSUITABLES OF THE FOR GRADING ON E TOP OF THE B 9. FINAL GRADE THE B AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE BED AND DOES NOT ACCUMULATE NEAR THE BED. 10, SEED AND MULCH THE ENTE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH SHRUBS AND PLANTS AS DESIRED. SECTION A -A N.T.S. FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING whom z i <00_I 0o r a °aw<xS U¢ O) 0.2¢<w ISO 7 n mmlm 281" <(52w "0 O) 0 iumiDmo m d a ooz rW� I I GOP v mmf0 w D JU � n ro<W u 0 1 o UMD z 0 N iW N N d o �F F 0 a } �d UO W I W OU = 2 U Ua W W z 0 t:i to 3 0 ILI E 0 W PROJECT NO. 2071046.00 OWTS-3 REMOVABLE PVC INSTALL MAR IF CAP IS TO BE BURI FINISH•,•••••• REMOVABLE CAP 4 - 1/2•0 HOLES 4' . SOLID PIPE 4• COU PLACE ADJACENT TO DISTRIBUTION PIPE OR THROUGH TOP OF SOLID CAP FORINFILTRATOR UNIT V SEWER SUPPORT a BOTTOM O 4' 4 PERFORATED PIPE OF TRENCH OR BED WRAPPED WITH FILTER 0 FABRIC 4• PV INSPECTION WELL DETAIL N.T.S. SEWER CLEAN OUT DETAIL N.T.S. FINISH GRADE --.q 6" ROUND y bv�mx GEOFLOW AIR VACUUM BREAKER (APVBK-1) SCH. 80 NIPPLE LENGTH AS REQUIRED BRICK SUPPORTS— (THREE) PEA GRAVEL SUMP — ADD INSULATION IN FREEZING CLIMATES 1" THREAD DIAMETER PVC PIPE AND FITTING Q0�60G'7 1" AIR/VACUUM BREAKER 522 SETM (PLUMBED TO PVC) Not To S.O. Table 6.28-8 Maintenance and Cleaning Frequency Typeof Component Inspect Maintenance Cleaned or Pumped Septic Tanks Every 2 Years Every 2 Years, or As Needed Vaults, Privies When Pumped AL 80% Capacity Secondary Treatment Systems; Every 6 Months Per Manufacturers Advanced Secondary Treatment Recommendation Systems; Other Manufactured Units Absorption Areas Every 6 Months N.A. Dosing or Pumping Chambers Every 6 Months Every 4 Years Constructed Wetlands As Specified by PE Designing the N.A. System _ New Technology Systems Every 6 Months or More Frequent r Per Manufacture's if Recommended by PE Recommendation Inlet Inlet Sunoiv Header 1,750 Gallon Septic 1,000 Gallon Recirculation TANK DETAILS N.T.S. 1,000 Gallon Dosing FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING Z 0 N w O' �0N " (A - U = Z U U ,n Gn riw Z oa 2a n II: J� Nq W0m Do W We oaz Z = w�o w°a L?nu I-2 °e3 W w WO Min >D 3— oz wz Z wa xa z S 0 Lt: w In U' Z a � U) F Q J U0 O� Fa - Ho �F W xq� �aO Z W °> !~fl (j, Z In U::)03 wo CF W Z Min Y N 3r NZ F- WLL NO W M N Fw- PROJECT NO. 2071046.00 OWTS-4 � O CTLITHOMPSON September 13, 2007 Thunder Construction P.O. Box 4841 Aspen, CO 81612 Attention: Mr. Matthew Langhorst Subject: Percolation Testing 220 Doc Henry Road Woody Creek, Colorado Project No. GS05076-120 As requested, we have performed percolation testing in the area of the proposed individual sewage disposal system (ISDS) for 220 and 230 Doc Henry Road in Pitkin County, Colorado. The center of the planned ISDS location was staked by others. Our staff engineer directed excavation of the percolation pits on September 11, 2007. The locations of the percolation pits (P-1 through P-3) profile pit (Profile) are shown on Figure 1. Graphic logs of the soil encountered in the pits are shown on Figure 2. Our staff engineer prepared the pits for percolation testing on September 10,2 007 and our field representative performed the tests the following day. Test results are presented on Figure 3. Our percolation test results indicate that the design percolation rate will be less than 5 minlinch. We appreciate the opportunity to work with you on this project. If you have questions or we can be of further service, please call. Very Truly Yours CTL I THOMPSON, INC. K 01 Edward R. White, E.I. Staff Engineer B ERW:JM:cd (5 copies sent) 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 I �chling,_ F.E Manager _ t � Is SCALE: 1' = 100' Thunder Construction 220 Doc Henry Road Project No. GS05076-120 Approximate Location of Exploratory Pits Fig Profile P-1 P-2 P-3 0 0 o a 0 0 m 5 5— =r S = Q � 0 10 15 LEGEND: ® Sandy clay "topsoil", organics, moist, black. Grovel, clean to slightly ® silty, cobbles and boulders, dense to very dense, very moist, brown, black. (GP --GM) Indicates bulk sample. 15 NOTES: 1. Percolation pits were excavated with a backhoe on September 10, 2007. 2. No free ground water was found in the percolation pits at the time of excavation. 3. Locations of percolation pits shown on Figure 1 are approximate. 4. These percolation pits are subject to the explanations, limitations and conclusions as contained in this report. SUMMARY LOGS OF PERCOLATION PITS Project No. GS05076-120 Fig. 2 SATURATION AND PREPARATION DATE: 9110/07 TIME AT START OF SATURATION: 11:00am PERCOLATION TEST DATE: 9/11107 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-1 25 9:55 5 24.0 26.0 2.0 <5 10:17 10 21.0 24.75 3.75 <5 10:28 3 24.75 26 1.25 <5 10:50 10 23.0 26 3.0 <5 11:00 12 20.25 26 5.75 <5 11:12 10 22 26 4.00 <5 P-2 29 9:45 5 23.0 29.0 6.0 <5 9:55 8 25.0 29.0 4.0 <5 10:18 10 25.5 27.5 2.0 5 10:28 3 27.5 29.0 1.5 <5 10:50 10 24.0 28.5 4.5 <5 11:15 10 23.5 29.0 5.5 <5 P-3 25 9:45 5 23.0 25.0 2.0 <5 10:00 10 19.25 25.0 5.75 <5 10:26 8 19.75 25.0 5.25 <5 10:39 10 19.25 25.0 5.75 <5 11:02 10 19.0 25.0 6.0 <5 11:20 10 19.5 2.0 5.5 <5 THUNDER CONSTRUCTION 220 DOC HENRY ROAD Fig. 3 PROJECT NO. GS05076-120 S:\GS05076.000\120\3. Letters\GS05076 120 P1.doc I ' . 0 �-1 BREWSTER 10l 00 ARCHITECTS] OPAIA.DING ENVELOPE 117—leaaartli-MNa—e O CANTILEVER FLOOR ABODE, SEE 61RIQRALS P.O. Bax 697 - !open. CO 81612 T 9]0.511.0130 F 4/0.511.9201 OCM FIREPLACE TAlOATION, SEE 5TR1GR1RAL5 - I w,.w.l�eanaeaas�a O ELEVATOR INSTALL PER MW SPECS I CABINET W UPPBR3 ABOVE O GAS LOG FIREPLACE SET 26 OGOLDBN mw, VD5030TV WIT TRASNIYd=CTCLMG O TIC 54, DV€CT VENT 29 O TIC 42, DIRECT VENT BU LT -N PANTRY OTIC 36, DIRECT VENT 32 O HEATH-iLO DAKOTA, EXTERIOR USE HADRAIL I WARN 35 O SULT-N' CABRETRY E DECKAG, CANTRACTOR TO VF ORAN 13 12XR WOOD P05T 3T O INTERIOR STOE LOCATION VF W ARCHITECT ROM TO HAVE A NIL SLOPE OF 1:48 OVANITY UY *KS) OWATER CLOSET OR BIDET ASSEMBLY, COLOR TBD OGLASS SHOVER W GLASS DOOR (55), CONTRACTOR TO VERIFY UY AR:;WTECT WHICH j18 SHOVERS ARE STEAM IANTS OB404 jO TUB W DECK aIRRCLI D 20 TL&SNCUER COMBO 21 MER CONTER WASHER I DRIER O STACKABLE UWSHERDRi'ER 13 LARGE 59K 14 I CABINET W UPPBR3 ABOVE 25 LARGE KITCHEN SING W GARBAGE DSP. 26 015NW45VER O TRASNIYd=CTCLMG 28 RAGE W HOOD I MICROUTAVE ABOVE 29 REFRIGERATOR I P,ffEgR O BU LT -N PANTRY 31 RA I S1EI-F 32 WLT-N WT019 WNE STORAGE, CONDITIONED 33 HADRAIL .i 34 RAILING, STYLE I FNI64 TBD i 35 C'RA➢LSPACE ACCESS HATCH, VF LOCATIONS ORLAG5TC E DECKAG, CANTRACTOR TO VF ORAN LOCATION W ARCHITECT 3T GRE EN ROOF, VERIFY PLANT SPECS W ARCWTECT ORAT ROM TO HAVE A NIL SLOPE OF 1:48 ®ALL RISS To BE A'CLASS A' NON-CaS*TIBLE METAL RDLRNG COVER ON A'0.A56 A' RDCF i i ASSEMBLY, COLOR TBD W Q 0 9mall SHEET N09TES: 1. ALL ELEVATIONS ARE REFERENCED TO EL 100'-0' . — EL TITS' -0" SAIRVEY ELEVATION VF 2. ALL DIMBN51O5 A,ff TO FACE 6 STUD OR CONCfEIE, LKLESS OTHERIRIISE NOTED. 3 CONTRACTOR TO VERffY GUTTER AND DOW SPOUT LOCATIONS WTH AFCVATECT. 4. CONTRACTOR TO VERIFY VSAT -TAPE LOCATIONS ON RO6 UTP ARCIMCT. 5. CONTRACTOR TO VER3'Y AVALANCLE GUARD 9<ua LOCATIONS UNTH ARCNRTECT. 6, CONTRACTOR TO VERIFY" 5NOW MELT LOCATIONS W1H 3/16" = V-01" ARCWTECT. wum RR TRUE N IBM <aPrRcer ® xpoe e�Isr� Ramo lmm�c*e. In< PLAN li A2.00 j Fi r. . KEY NOTES: DA DING. @IVELOPE CAMILEVER ROCK ABOVE, SEE BTRKTRALS CM FIREPLACE FaMATION, SEE STRCTURALS ELEVATOR INSTALL PER MANX. SPECS GAS LOG FIREPLACE SET > GOLDEN BLONT, I05030TV WIT TIC 54, DIRECT VENT TIC 42, DIRECT YEW T4C 36, DIRECT VENT 1EAT-14-6iO DAKOTA, EXTERIOR USE 1) VEARTM J BNLT-IN' CABRETRY BD IDN WOOD POST 44D KMIOR STONE LOCATION, VF V AR`•MITECT EVANITY VSMS) IWATER CLOSET OR BIDET DC,A6S S40MR W, I ASS DOOR SW, CCNTRACTOR TO VERFY UV ARC TECT LLHIW 54MM ARE STEM LIMITS J BENCH TB W/ DECK SIXd zw 20 TBISNOER COBO 21 WDER METER UA54ER I DRYER no STACKABLE WASNEWDRTER O LADE SW 24 CABINET W/ TPPERS ABOVE ® LARGE wae4 SMC W GARBAGE DISP, 26 DBNV%w OMA54 I RECYCLING OR4,cCE UV MOOD I MICROWAVE ABOVE ® RSRIC*WTOR 4 FREEZER ® BJLLT-N PANTRY OROD 45VELF 37 BIILT.N CU5TOM WINE STORAGE, CO CIT04M 33 NAfDRAIL ® RAILING, STYLE 4 FNISN TBD OCRA9LSPACE XCE55 MATCH, VF LOCATIONS ®FLAGSTONE DECKPIG, CONTRACTOR TO VF DRAIN LOCATION U A%INTECT 3T GREEN ROOF. VERIFY R.W SPECS INV ARO9TEC O FIAT ROM TO NAVE A MPI SLOPE OF 1:45 39 ROOM TO ONA' NON-COI'ft*Tft � � CLASS ARO FF A55B'IBLT, COLOR TBD SHEET NOTES: ©w IIT SwIM1 Manerc� - Maln LaW P.O.Box BBT -:a ..CO 91813 T 9]0.514.0100 - F 9TO.SM.9301 ..+.eiewlunnmoe.00m I. ALL ELEVATIONS ARE R3EFEHCED TO E- 100'-0' EL 1M9'-0' `51RvET ELEVATION K 2, ALL OME NSIONS ARE TO FACE OF STD OR CRCfETE, UNLESS OTERWISE NOTED, 3. CONTRACTOR TO VERIFT GMTER AND DOWN SPOUY LOCATIONS UTP ARCATECT. 4. CONTRACTOR TO YERFT TEAT -TME LOCATIONS ON ROOF WITH AAGBTECT. 5. CONTRAQOR TO VERIFY AVALANCIE GUARD LOCATIONS WITH AR7111ECY. b. CONTRACTOR TO VEVY SNOW MELT LOCATIONS WITH ARCHITECT. 124 I112420M PERIMIT 71'-0" 3/JBM Frmcer m .QRBIB YCLNR IRC®I.Ct9. 1110 F Aws KEY NOTES: BMA BREWSTER M1EoD ARCHITECTS O15UU DNG ENVELOPE 1tT SauM MmxM-Malo Level Box B9i - Aapen.CO et8t2 O UNTILEVLR BOOR ABOVE, EEE STRIICRALS 1/ T 970.5.0130 - F 970.5 SMI 3O (5111 FIREPLACE FOSDATIUL P.O. SEE .9rx1r.H.mn 4O ELEVATOR INSTALL PER MA E SPECS O5 GAS LOG FIREPLACE SET OGOLDEN BLOW, C503ON WIT Oj TIC 54, DIRECT VENT OT4C 42, DIRECT VENT O9 TIC 36, DIRECT VENT OHEAT-N-GLO DAKOTA, EXTERIOR THE OHERR64 ® SALT-N'CABIEIRY ® RXD WOOD P08T Oµ NTEROR STUE LOCATIOR VF UY ARCHITECT ® VANITY UV SMS) ® WATER CLOSET OR BIDET O CLASS SHMER UV CLASS DOOR (5G), CONTRACTOR To VERFY UV AFUNTECT WHICH SROIERS ARE STEAM (NITS ® BENCH O TIB UV DECK Walla D 20 T16.9H011E1R CUBO 21 INDEIi LINTER 946 4ER I DRYER ® STACKABLE W49EWDRTER ® LAME SINK 24 CABINET UV L PPERS ABOVE ® LARGE KITCHEN SINK WI GARBAGE DISP. O TRASH 1 RECTCLING ® RAIGE UV WOOD I MICROWAVE ABOVE ® FBR ICERATOR 4 R� OGALT -N PANTRY 31 ROD I SHELF 32 BUILT -N OBTUT UNE STORAGE, CONDITIONED 33 HANDRAIL ® PALM STYLE 1 FINISH TBD OCR4kLSPACE ACCESS HATCH, VF LOCATIONS ®19L445TO E DECKING CONTRACTOR TO VF DRAIN LOCATION V ARCHITECT 3l GREEN ROOF, VERFT PLAIT SPECS UY ARCHITECT OFLAT ROOM To HAVE A MN SLOPE OF 148 ® Al ROOFS TO BE A "CLAS A' NON-CCFBJSTIBU METAL ROONNI COVER ON A'CLASS A' ROOF ASSEPELT, COLOR TBD SHEET NOTES: L ALL ELEVATIONS ARE REFERENCE) TO EL 100'-0" EL TITS• -V MVEY ELEVATION VIE 2. ALL DU'I N5IUIS ARE TO FACE OF 5TUD OR CONCRETE, ULESS OTHERHSE NOTED, 3. CONTRACTOR TO VERIFY G7MER AD DOUR °.,POUT LOCATIONS WITH ARCHITECT. 4. CONTRACTOR TO VERIFY HEAT -TAPE LOCATION5 ON ROOF WITH ARCHITECT. 5. CONTRACTOR TO VERIFY AVALANCHE C41AFD LOCATIONS RAH ARCHITECT. 6. CCKtRALToR To VEF FT SNOW MELT LOCATIONS BTH ARCHITECT 11241008 F'Efd"IT xllx I. BREWSTER corrn�ceT �+ m-� PUN A2.02 r7M 10/27/2008 09:32 9709479448 October. 27, 2008 Thunder Construction P.O. Bvx 484) Aspen, Co. 81612 ATTN: Monty SAMUELSON PUMP CO IC �1 0 son On 12/17/07, a well test was conducted on the Eubank well on Doc Henry Rd.. Tlie following information was obtained; Well Depth---------------- .------__ _---- 1.00, Casing Size--------------------------------- 6" Standing water level ----------- —----- _----- 62.7' Total test time----------- :---------------- 4 Hours Drawdown to -------------------------------- 65.0' Production is greater than --------------_---- 1.2.5 GPM This test was conducted with the existuab 3/4 Hp pwup. The well water level recovered back to 63.85 in 10 Minutes. If you pave any questions please call me; Rauh Samuelson at 970-945-6309_ Sincerely; Raun E Samuelson Samuelson Pump Co, P.O. Box 297 - Glenwood Springs, CO 81602 - (970) 945-6309 - Fax (970) 947-9448 Water Systems - Sales, Service & Installation PAGE 01/02 norm STATE OF COLORADO _-- - — No. OFFICE OF THE STATE ENGINEER 1'or Otlicc Uscf�1Y IVES GWS -11 818 Centennial Bldg., 1313 Sherman St., Denver, CO 80203 C� 0/S2006 Phone — Info: (303) 866-3587 Main: (303) 866-3581 Fax:L303 j 866-3589 http://www.water.state.co.usDEC DEC 2 4 2007 z CHANGE IN OWNERSHIP/ADDRESS WATER RESOURCES CORRECTION OF THE WELL LOCATION ATATE ENGINEER �R�•a Review instructions on the reverse side prior to completing the form. Name, address and Phone of the Person claiming ownership of the well: NAME(S): Neligh C. Coates c/o Patrick, Miller j Kropf, P.C. Mailing Address: 7?,Q E. Durant Ave Suite 200 City, St. Zip: A GnPn _ CO 91611 Phone (970)920-1028 This form Is filed by the named individual/entity claiming that they are the owner of the well permitted as referenced above. This filing is made pursuant to C.R.S. 37-90-143, WELL LOCATION: Well Permit Number; 92023 County Pit Receipt Number: Owner's Well Designation (optional) (Address) (City) (State) (Zip) SW SW 9 9 1/4 of the 1/4, Sec. Twp. ❑ N. or ❑ S., Range 85 ❑ E. or ❑ W., Distance from Section Lines: 588 Ff._From 1188 ❑ N. or ❑ S., Ft. From ❑ E. or 7 W. Line. Subdivision Name Lot , Block , Filing/Unit P.M. The above listed owner(s) say(s) that he, she (they) own the well described herein. The existing record is being amended for the following reasons: ® Change in name of owner ® Change in mailing address ® Correction of location for exempt wells permitted prior to May 8, 1972 and non-exempt wells permitted before May 17, 1965. Please see the reverse side for further information regarding correction of the well location I (we) claim and say that I (we) (are) the owner(s) of the well described above, know the contents of the statements made herein, and state that they are true tom our knowledge_ — _ Signature(s) of the new owner Please print the Signgr's Name & Title Date Neligh C. Coates Owner Z L0 - 6-7 It is the responsibility of the new owner of this well to complete and sign the form. Signatures of agents are acceptable if an original letter of aqency sil net d by the owner is attached to the form upon its receipt --(,/� ? 5�" i �� 5' ���+F- ���/�•-t- For Office Use Only 7 Os SSC.. -> �- 4-t .L TJX TJX lr S$ cj 5 c7 �r ✓ °nnroveri pursuant to Policy Memorandum 93-1 o- an amended well location only as stated above State Engineer By Date y �tsst�li IC((C Y. 16 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80�ElyEa Appllcatlon must be complete PERMIT APPLICATION FORM,����-� �1 where applicably. Type ar print f ' BLACK ( ) A PERMIT TO USE GROUND WATER FOR: �} A PERMIT TO A PERMIT TO CNSTALL ,avLoj( u� /��`0�L �� V INK, N overstrikes• A PUMpELL XE M( or er sures unless initi ed. ( ) REPLACEMENT FOR NO. ( ) OTHER Wp1EQ Rf OF S JAJe WATER COURT CASE NO. yt) Hr-Ln-A(v 1 - mawng (addI�V�re((ss�� i` NAME • X17 A•. - 0.M^+ STREET_ /s�O9 CITY "V- C47. 21cr (state) (Zip) TELEPHONE NO. 303. County 'i 14A '/. of the 5� 14, Section _ Twp. 9' S, Rng. � V, � i _—p.M M.5) (E.W1 (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) 4 Average annual amount of ground water to be appropriated (acre-feet): 2 Number of acres to be Irrigated: Proposed total depth (feet): a�D Aquifer ground water is to be obtained from: Owner's well designation GROUND WATER TO BE USED FOR } HOUSEHOLD USE ONLY - no irrigation (0) DOMESTIC (1j ( 1 INDUSTRIAL (5) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( } COMMERCIAL. (4) ( ) MUNICIPAL (8) OTHER (9)____ DETAIL THE USE ON BACK IN (11) (4) DRILLER Name Street1P City (lyp Telephone No,-�J's/r% Lic, No, 6 9/ FOR OFFICE.USE ONLY: DO NOT WRITE IN THIS COLUMN Receipt No. Basin Dist. CONDITIONS OF APPROVAL This well shalf"be Used' fn 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 will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. AMOOED FOR DOMESTIC USE, INCLUDING TEE IRRIGA TIO$ Off' 90T OVER ONE ACRE Op X()ME GARDENS AND TAWNS ,j. APPLICATION APPROVED PERMIT NUMBER 9202 DATE ISSUED- JUL 29L� 977 EXPI RATI TE � 2 9 1979 C.Qi BY COUNTY (b) THE LOCATION OF THE PROPOSED WELL and the area on ,which t e water will be used must bo Indicated on the diagram below, ,Us*the CENTER SECTION (1 section, 640 acres) for the well location, + _ �' — -I-- — {- - + 150.-t - r !-4 1 MILE, 5280 FEET-----} sec, line '+ + + + f + I I _ •4_ NORTH SECTION LINE _ + I I W fST �NORTH 4- ? I (east or wast) I I J c I I M t m Lu -f z - 4- _ .+ 4-- m otr� to _ + - SOUTH SECTION LfN — -4- � f 4 4- -4 4-- + - -f- - -{- - -,- - n e-( C The scale of the diagram is 2 Inches = 1 mile Each small square represents 40 acres. WATER EQUIVALENTS TABLE (Rounded Figuresl An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm) A family of 'g will require approximately 1 acre-foot of water per year. 1 acre-foot ... 43,560 cubic feet... 325,900 gallons. 1,000 gpm pumped continuously for ona day produces 4.42 acre-feet, OU) LAND ON WHICH GROUND WATER. -WILL BE USED Owner(s):�.2 Legal description: _ 1x1t Iy •- 'BGG r`trr' t% (TI )..U_1 system to used. of the use of ground water: I„1 I'V P _ G1 (6) THE WELL MUST BE LOCATED $ by distances from section lines. Goo .ft. from 150.-t - sec, line north or mutfh) '9110 W fST ft. tram sec, line (east or wast) LOT BLOCK FILING SUBDIVISION (7) TRACT ON WHICH WEL LOCATED Owner: --�-�: n Q• �C9 tr No. of acres P" 3 ( WIII this be the only well on this tract) iGS (8) PROPOSED CASING PROGRAM Plain Casing in. from ft. to __4"0 _ ft, ---._in. from ft. to ft, Perforated casing In. from ft. to �D ft. In. from ft. to ;t, (9) FOR REPLACEMENT WELLS givedistance and direction from old well and plans for plugging It: No. of acres Q, S f s;' w. #;fb. 6 -ti P.M. tousehold use and domestic wells must //Indicate CL SyST,[" W/tt4CL c., of disposal (12) OTHER 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 (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TRUE TO THE BEST OF HIS KNOWLEDGE. t u V Vq - u SIGNATURE OF APPLICANT(SI Use additional sheets of paper if more space is required. P. I COATES - EUBANK SUBDIVISION EXEMPTION & LOT LINE TDJUSTMENT PLAT TIO," a n AND PARCEL 1 AND PARCEL 2, AMENDED 1041 SITE PLAN OF OWT ERSHIP P� P,� y`� •� �, _ SITUATED IN THE SW l /4 SECTION 9,CERTIFICATE KNOW ALL MEN BY 1'1ESE PRESENTS THAT NELIGH C. COATES 1R. TRUST S2 AND DALE 6. TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH P.M. EUREALPROPERTY rTH E�;t2FD�FR SITUATED IN THE COUNIN UP .9 ` Y. ,k � \1 / A4•J\ PUXSN.STATE OF COLORAW.DO HP.REBYREPIAT AND AILLND THE BAlIw15AYAND 1011 COUNTY OF PITKIN, STATE OF COLORADO Rk11AR AND CAP �.➢Y,3,� \ ",� 1 u'"'""'J /�+�o / d_,,1{•�� PARCEL 1 I.D. N0.2643-093-00-013 PARCEL 2 I.D.NO. 2643-093-00-007 SUBJECT ExtcDT DTH6 DAYaP_ An ➢06_ d-63"1959" Y /y. ♦ NBLKIN C. COATFY i.TW[f 8l �` C8-aN°13'11"W R-3"'00 pal / \ �L-532T 7 I D ( 7 /S fy `} c-69.Tr y} Ty cI -N M°IrM w C1(LS a rP �.- OMS- �,at o,Kf • _... I v.� N T 'W i_dj*.w ,~Fa�..S Z `ZF IIJfiIYDWTS�TITLE COMMITMENT PItP.PARBDBY N81 lYCWNTY�TITl R1C T206 (CASE NO. PC]8 OTLD AMAY IS, ZIMbANU ri'F.Ms 9TAFE OF ) nw L - H I 2) THEDATEOFTHISSURYEYWASOCICK",190]. Gbillfl'Y� CR -t SIA�P ��� Y^ • fi S'F_r B �L ;,5 �. T7•SROW I :ly POREOq)W 7N 12. WAS ACKNUWLFDGPD BBFONtSEl1Y_ L -DAY C-]!!! X J) BA8IB OF BEAAING➢POR THIN BURVEYI➢AIHARDRI O!'M65°Ui'WWRE'INEBN TNE➢WIH Ql1ARTtR WNN6R DM 8ECT81N 9,A3f' � •pp�_BV NfiWOH C. -M. 1R AS OWNBR. ;�,A' ,o'^ °tr..-'}':, •" i;, r'• p I ALUMINU-LS.NO.ISi IO,DI PLACE A,W A6ABTERLY ANGLEIVRIT OF PARCELTA RHBAR NilSGV'L9. NO.1WJ dPLACE_ -t`�-�-- c 1i�••��i.TT�J p I I) Tms.mVEY IS BAKED ON MT BOOK PAGE SJ, MT BOOK I3 PAGE 66, ODCOMENIE OF RECORD AND CORNEYB POUND IN W'IIIRRR MY HwNDANDOPFICV.L➢EAL MY IXMIM8i81(8J E%PYt68: °�'C �' 1_ V 11..rNI 1 MAP a \ PIACE. /YF NCALE: I. - 2000• 5)BLEVA'TI(gN6 AREBNEI)ON P181.DOB8TJ1VATgN6 tlY 8OFW3 ENONEE6NG,U.C.YSIDNO AN ELEVATION OF ]113.73 ON'TIE vb�.� BERINA NEGRON SURVEYOR'S S7 ATFMENT y` r� \ \ pARCEl2 NORTHERLY CORNER OF PARCEL IAB SHOWN CONTOUR INTERVAL EQUALS 2FOOT . NOT/dYFl1WC �- �' $ pTE OF TEXAS 1 A0. NEA ROK^A• \ 1229.9 74 ACRES HEEBY CERTIFY THAT NAVPREPARED THS COATES" I x I c Mr coram. Ew. a -x w EIIBANKaUAI 9_IOND AMPI'RIN LOTL )Y EXECUTED THIS DAY OF . .AD, WO 16TMEIONOA HE A�Dm-oa T \ THE LOCATION OF THE IXI(MUh. NUUNUAI[ ,RUwDS. TOPOGRAPHY AND OCHER FPATIgtEe SHOWN lSRP.ON \ ACCESS EAMM'WB)E ARE ACCURAITlY ANDCORRECTLY SHOWN HEREON AGR NTE- TPHR BD�E BIAAH ----- AREAERSTATEYArYEARBURVEV&H NC.HASNOT AdW:MEM RECORD®AS PWND PK NAB,ANA SHINER PURI IBCEP110N NO f I]SM L 8. N 116{3 M ASNW.T INV ESTIGATED -DOEA--- Rh�FOEOlAOK: QL HAZARD RDT186UE3 AS THEY MAY AFFECT THE SUBJECT PROPa \ RIZARA1DW e ��y u.isn r \ muNrxa�ILi. \ ss FEEANDCAP \ v Al'• L. 5. N 23443]3.75' WC H AGREEMENT i // 0• y T OMNTRS CRR'i1MCAT'E WAB ACKNOWLEUOED BEFORE Sff THW _.;__UAY TRENCK CCMDUM, AND VAULT AH '+ • / "B / A.�� \ OF 7t0 .RY DALE B. EUBANK AS OVINRR. 1 .NEIL. 3 ` \ /� ! 411 / 6'p"`Gpy \ WTri MY OA3ID ANDOPPHCIAL SEAL MY WMMMWON EXPfRN: IZL t - F g AT ISSOtI16.RAei3G:NT AND BIOHTFYIORF(NI PARCEL, I ANDPARCEL2 SI,* 9-If"00 Y' WCItICTAN5M19810N L[NERtw WATPAOE76A d-%°JT13• ATRANBPHA PAIICELIT01 �9Fyy (� N2t°5093'W FIATt001C%AT PAGE SJ bASEU ON TRANSPORI/ER LOCATION \ R-80.00 POIM OF RE(R3Bli0 S 'SN ` L(g F",01.29' FIELD) 1610" wASi.sonn Sa wcM of wAi,v ,�ARY,UL -1012r \NOTARYPUBLIC \E / 5T6°'�1 NOUNTAIN ATURAL OARWA?ANY.SEMNA NEGNONSTATE OF TEXAS l 13'DEED)ATemEW A�s6 \ \ \ _- - % /� /OA c18RK ACID RRCORD6Rs aFFR:E MORTGAGEES: Mr C01MP Ew as ffio8 79.44'` �.! 1 �� AND TRIr STBBNGTHE LA/DOFM BLY UEOFDTHE PHEREIN DESCRIBED REAL RESENTATINT OF TRtOPFRTY ABOR PRIVATE S \ T' TIIAN6FER PARc:FJ.31U1 NK OW WT BOUNDARY I3NE '' i EVIDENCED BY THAT DEEDOFTRYSTRECORDEDAS COLORADO, HERSEY RRBARANDCAP `��� PONT OFBEU21- __ _- I OF TUE REAL ESTATE RECORDS OF PITKIN COUF:TY, COLORAINS. HEREBYC(1NSFNrf: TO I.R NJ'1WPOUND - ��� 1 A-21^Jfm" -~- THE R6C011DR:O OFTHIS NAT w W.C. R FOUNU3111' N L-]244" 533.91 / ALUMINUsourE M O-NOTI009" W VytHCTRHJ9 B�`� %..� C- LS. SISTOISR °'$ ° ) _ 16N" B' �IrS- •" / / ` Al. VICE PRESIDENT YT, \ 1,iT��Y LRPBAR AND CAP // ( STATE OF.L�R�PQ.. 1 SEI'RbbAR AND COUNTY OF I,.6. M 3NV S / \ \ �JtB�C. - MADE CAP POR80DITKl IGAOEBX CERnrll:Al {:Wqe ACKNUWLEIN3EU bEY(IRES6E IwS ' DAY OF _ 3002 BY PETER RAFFALBKI AS VICE PREtlDXM' OF RE6AQ AND CAP 8114@ MMJwmw_ ¢AIID CAP ORIGINAL PARCEL PROPERTY DESCRD'I'!ON RALTOR P,.I,TE ANK.wOTRu6t. ,/.` L &.p C. _ L.S.NJSPOUND 1 // WITNESS MV NAND ANU OF'FICW.➢EALMYCOMM{B610N E%PIRIS:__y �-2QAA - _ A]` ' A PARCEL OF LAND B ATED N TME ➢W 1/A NiCi'ION 9. T -M? Y RWTM RANGERS WHET OF'UNE6TK PRINCIPAL MER2DOAN, COIIMY i OF PITION, STATE OF COLORADO, SAID PARCEL FIRM MORE PARTICULARLY DF&11BRDAS FOLLOW@, LBIJ705FUl/ND OOMMENCIHO AT TIE 8OUTN QUARTER CORNER OF RAl13 SECTION 9.A1%83.3"ALUBNTUM CAP L2 NO. 15710, M PLACE. THENCE NNUU �)MSroF00"W'A DSTANCEOF 1.H0l4 FEET TOA EASTERLY ANOIE POINT FOR PARCEL2A RRBAR AND CAP L.S.NO, p6UNPLACE' TASY PUBllC =wl= Ep$TgNQ,71 R31°1081'WAD=ANCEOF/SO METTOAWINrpACCIIIIII M.,� �LATHE CfiHTEHOFTHE OARN:6h7TAACBND CB)tt,,w�y7,t9460 1 Aa.nR�IT..owDeo CONTDNDIGALONOSAIDCFNTERLRI¢NTY'10ODWAgSTAN WIWB PEST:TSiE)CEOO8RCN1H8G ALONO➢ADICLNTFRIWE At tRCtPPpNS !17144 TD '39 UTLL'TOY ANU H,Y14W"6S' A N6TAHCE OF 10335 FEET , THENCE CONTINUING AL@l0 BAIDCRN181LLQ1E N)J°JR00'W A {R3TANCE OF Hail FEET: THENCE U 'R OWN@ A�JCNO D ASUCEFNIMDID VACATED 3173MMT DRAINAGE EAKEMENT LEAVING SAID CENTERLINE Ni6"16W"F. A DISTANCE OF 33391 FEET TO LAWPARCPLCONTANNG2.317ACREE MORE OR LERS- DISCLAIMER HE AYMLI NT EREBY ACKNOWLE TIIATfIE HA6 ` RFCI IITINQ PARCEL I PROPERTY DESCRIPTION T B8@INPO HE FIBRIN COON FTNF. EXISTENCE OF ENVIRONIdfiN'LAI.HAIARDAREASEXffiTTHAi'N8)HTAFPFGTTNEPROPERIY.ANY A PARCEL OF LAND➢INATFD {N INE ➢W I4 BeCfpN 9.TOWNSrBY9 WUTH.RANGEi5 W8RIOP THE 6TH PRINCD'AI. MERIDLIN.000NTY IMPROVEMF.NIS.ANOIIIEUSEAND000UPANCYTH0IFAF. ACTIVITY EN MENVIRON AL 51.9Y.ARD ANPA6 - OF RiXIN, STATE OF COLORADO, 6ABJ PARCEL BP2NO MORE PARTR:UTABLY UEfiGRmBDAB POIlAWB: THATNJOITT -CT TME Y THERECPROVE3AINT6 ` AND THE THE USE D Y7UEREOF CONtdENCD30 AT THE 6WTH QUARTER CORNER Or SND RECTgN 9. A 199815"ALUMINUM CAP L.B. NO. IT11U, IN PLACE, TFIENCE THENC99"W A DSTAHCE OF NCE C1 PRET TO A EAfiT€RLY ANGLE POINT FOA YARCBL I A AND CAP LS. NOP -17 F PLACE', PARCEL IN THE CENTER ADISTANCE FORK RPERT TO �,PIXNT OF BEGINNRKi:TNFN[:E01--TVEAINSTANCE EOCE011 MF PHENOL Y(RNI' 97,392 SQ. PT. f N THE CENTER OF THE ROARING,ORK RIYFR, TNINCE N61ANCE W ALONG MND GCNTEWNF I DIB'1'ANLON EAR FEET:.FALINE HY _ Z CUMTDRIING"LONG RAILS CFNIERIRJENN°2981 ADI5TANCE OF IlO.M FEET, THENCE CONINIRNGAWNG AJIDCEtfTERLDIE 2.24E ACRES N31°S-A DITANCEDF 1032!PEST. THENCE CONTIMING ALONG SAID CENTERFNENz3°A'lw"W ADIETANCE OF 215.19 PEEL, PITKIN COUNTY COMMUNITY DEVELOPMENT APPROVAL DAM. __ N THENCE LEAVING SAID CENTERLINEN6 M W"E A DISTANCE OF 7337 FEET: THENCE 3% 177 A DISTANCE OF 212.55 PEST, THENCE p R$ WA'3&UMADtBTANCEOr43.WFUT,TMWEN61°M'IrEAIKEMMOF2M.81FEET:TO THE PONT OE BEQINNNG, SAID PARCEL THIS WATE3tUBANR WBWVISION PLAN AS R EXEMPTION, IAT LINE ADAISTMEN f PIAT AND AMENDFAI IN SITE 't'Q `G� \ CgNTANN02.110 ACREe MORE OR LESS. BY: !G HBP.N REVSWBD AND YTNE NTRN COUNTY COb1MUNITY FW NU N 5 RIBA@ ORIGINAL PA.R EL 2 PROPERTY DESCRWIlON DEVEIAPSRiNT DETECTOR THIS __,,1s.DAY _ laoD al1B1EC1' TO THL TLRMS -- \ ANDUFN,. NI OF'ADMRJI6TRA1iyE 06CIWN (Tlg °APPROVAL BR PTTSN APARCEL OF LAUD NTUATEU IN'THE➢WI/4➢BLTION 9,TUWN➢NPYRW'IH RANGE 65 W6ET OPTNH RHPRNCIPAL NHRDXAN. C(RINTV RFS:OROED ON THE A�QIMY OF FY}NyN16J{ AS RR NO§JSNTHE PITKN WUNI'Y DA RE OR n. OF' PITKN. RATE OF COI,ORAIN3, SAW PARCEL tlFJNO MORE PARTICULARLY DSBCQNEDAS POI.I.OW'6: TILE EXAMtNER•S CERTj�'ICATE \ COMMENCING AT THE eIXl1H QDARTeR CORNER OF SAID SECTION 9, A 19M 35" ALUMINUM CAP L.S. NO, 15710, IN PLACE: IiBNCE GRAPHIC SCALE NMGSW"W A DISTANCE OF LSIoU%74R TTO AEASTERLY ANGLE PONT FOR PARCEL 2 A REBAR AND CAP L.S. NO. N613 IN PLACE, �•--L� � .u' IXoX �` ,\ IN THE CENTERLINE OF WE NCE IN. SURFEET TOIIII& THE I'OINI OF BEWHINNC: THENCE 9%°16'00"W A DISTANCE OF 33391 FEET TOENCE ' BY. N THE CP,NTERLNE OF WE E(3ARNO FOPIC RIV61t, N2I O fi "C ENT6RLTNE A NCT TU OF IV N4. 5 EFT. THENCE CINDY OT BEN. DIRECTOR DOlERBISY CEkTIPY TIHAVECAU6ED AN F.XAMINATIOSf TOBfiN .QI NSE CONHNUINO ALONG SAN CENTERLINE N2EII'99'W ANBTANCE OF II.I3 FEET: T3t6NCE LEAVIA DISTA CE OFE 10FUT 5TW'EE REAL. PROP NBREW DESCW tl1iU ANU. BA8EI1 ON THAT EXAMINATNN, w 6 8 DISTANCE OF 37109 FEET, nSENCE 655°2TWT A DISTANCE OF 10225 FEET, THENCE 865°9EW'E A DISTANCE OF IAIO FEET: THENCE _IS THE FEE SIMYIE IRVNBR OF THE PROPERTY AND EXCEPT AB NOTED ON 7133 'ND OWNERSHIPS FREEAND CLEAR OF ALL OTHER T y"i CONNTAINING 2161 ACRES MORE OR LESS 5i6°I6'10"W ADI6TANCE OF XI.W FEET TD THE PQRTT OF BEGINNNG.fANI PARCEL. MONFTARV DENS AND ENCLINBRANCES OF RECORD. B• tum TE T �aR Bo n CLE RK AND REED FM RECORD IN�EKTfl A RESULTING PARCEL 2 PROPERTY DESCRIPTION UAreL.SI/.rF6<47 \ THIS PIAT WA8 FILED POk RECORD IN THE aFFN: OF THE CLERK A A p NEeAR ANUCAY A PARCEL OF LAND SITUATBD IN TNEMI4"ECTOON 9, TOWNSNIY9➢DUIIL RANGE t5 WEST OF THE 6TH PRN'C{PAL NEg1p3AN, COVNTY COLORA T�Q.�.Te OCI.00X 3d, DN THE _DAY L.S.V2SM3 ]3 /5'WC. OF STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY OBRC EU AS FOLLOWS-. �.{� ryA16D�IIW 6/DULYRRWRD83 BOGY.$_: FADE_-YZ_.. Al BY CONNENCINO AT THEDOUTN QUARTER COXNNS OF SANS SECTION 9, A IM IT'ALUMINUM CAP LS NO. 15710, N PIACc.'DIENCE J� 1' 1 N65ro DY VA DISTANCE OF 1,5111.%PERT TO A EASTERLY ANGLE POINT FOR PARCEL 2 A MAR AND CAP L 8 N0.2NH3 N PLACE, Jh / RECEPTIONS. 582866 09/78/2008 at THENCE 876°I6l- A DISTANCE OF 10110 FEETTO THE PCIINT OP BEOINtBHG: TFIENR�S61°M'IS"W'ADI6TANCE OF 2M.S]PEET'.TH�NCE _L/_ 51'ATE OFWWRAW ) Ip3 'Tty,,• \ N66°)0'll'R'ADISTANCF OF'4- FEET: TE@NCENI6°0Y1'�R PI�'351.NFFET',THHNCE 866'32'00"N'AOIST'AACH OF 73J]FEEI �,(�.RK - RPGORDER 10:E9:t7 AM,t OF 2, R f21.DO Janice K. )86. ls• k IW YEA1t FLWUPWNBIXINOARY LU9E TOAPDINT NINE CBNTERLNE OF THE 0.OASINO FUMY RIVER THENCE ISi'8S9ENP ALONG SAID C6NlER1A1EADISTANCE OF'19%MT VO6 Caudill, Pitkin COUMy, CO -TY-P"- 1 THENCE WNTINUNG ALO . IDCENTERI3NEN28°SS'33"0/A-TANCEOFI)] YMT(N18li WAN6T.WCEOFl..RST'DPEDF PIAT SK 88 PG 47 (PSRP%9iW067C1%7FIRMMAP, T33NCE I.EAVNO6A0SC6NTERLNE NAI°11W"E A DISTAN"OF3]7]9 FTiET:THENCE 85f'ZI'90"E A DUTANCE OF -21 FEET', THENCE ky. TH€NORISOOIgGIgSTRUMRNT WAB.r OiOWW LBEFORE ME TNS OAY O(, ANDOKM 1MINOR 3ATPOF") PLAT RECORDED 365roeW'EwDISTANCE OF SAID FEET, CTHENCE65N0IO 2" ADISTANCE OP 31.68 PRHI: THENCE SIA°44'10"W ADISTANCE OF 30W "El TO 2p�BY �]5{If) AS-it«Lo IfA.B/jFY NBOOK 23 AT PAGE M) THE POA'T DF BB(TSWNOIG. SAID PARCEL CONTANN019]a ACRH8llt)AE OR LE36. Masa •- -• ♦ S, 1 S1 4 m..•e Br N0. Rwieion P,6- NO. W'i'fNR66 MY HAND ANOOPYR:ML HEAL.'. 3AN JOY R. HIGRKS Mr WMMSSION exPIRE9 ___.. _*pyARY'.:Zd R.N� '\ 14 01.W N 61-331)"W JRN PITKIN COUNTY. COi.C1RAD0 07026 3p'z6• 12.99' PEAK COATES-EUBANK NOTARY tJc \ ARc `• Surveying, Inc. AUGUST 6, 20Ut LOT LINE ADJUSTMENT PLAT uw `+� • 18 P.O. 80, 1746 - Rdla, CO 11650 » Ia R69 .N 99 6� MR a a P6ple (970) 625-1954 . F. (970) 625-2954 PARCEL I AND PARCEL 2 1 OF 2 w nWW'.pe3LRNrvryultiRc9Sm 07512646t4m04 t GRAPHIC SCALE (INS') 1 tIN h - RD D- REMARDCAP L1.13164373.7PMC. N21°3077"W (1119' FIELD) �N2B°i2'00"W 13. DM) N23°211)0"W \ \. 31.03' RERCAP\ L.S. 11-1 11935 POUND .WE PROLE. BFNCI3NANK FWND XS PFJIAR el.evwnoN-nlc7r LANDSCAPES L'TIWTY ENVELOPE 1,254 SQ. FT. t 12 10 G6 SQ. t COATES - EUBANK SUBDIVISION EXEMPTION & LOT LINE ADJUSTMENT PLAT AND PARCEL I AND PARCEL 2, AMENDED 1041 SITE PLAN SITUATED IN THE S W I A SECTION 9, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH P.M. COUNTY OF PITKIN, STATE OF COLORADO v 3 PARCEL I I.D. NO. 2643-093-00-013 PARCEL 21.D. NO. 2643-093-00-007 I 1J - ND APE S UTI YSI>nn \ WALTIIEN DIT(:H 926 SQ, f7. t 5,311 SQ. PFT. z S ' \ N ry ''I J''T.S R' ELECTRIC PeDBRTAL Two STORY 4N SCOP 8'\ wDDD fRAMr. P ENV E COI(sTRUCTWN 1 24013oc 1 \ 1,923: SQ. FI. t \ HINRY ROAD Ula LDING ENVELOPE 2A \ 9112., 5.360 $Q. FT. i ICIN PER own PARCEL 2 `\\ 129,540 SQ. FT. is I \ \TONE COLUINB \ / 2 974 ACRES t (TYncAL> ra101 PONT no SATELLITE / POND WOOp BRIIX3E iEMItNT. COND17r1'. AND VAULT I —T. ADREEMLN'E ROOK 695AT PAGE 365, L'1 1 SWwr� 1 aMR1�NT.wORu1NT-OF.wnv In ANOSCOPE& ~wamsLoTk IC TRANSMISSION LINE UTILITY ENVELOPE BRIDDE 111= P7 AT PAGE 76 APLAT BIX . / 4,137 SQ. F r \ a \ \FADE 53 GSED ON TG11—TIER ACATI(N \ / LANDSCAPES' \ _ - - Wa 6t11ONE UTILITY ENVELOPE \ \`i� �y>, 3,902 SQ. FT, t slielc PSDecTAL \ , �� �,/ / SWIDER WALL. TRANtPOR6Y CAL) \ ELf3:TNIC - RIMAPANFY ATELLITE J —p a \� -H� I,P � Y •. / ELSCTIIC I Ip j R/IT sum/ � W UTLLITYMNDw.fx101 y.V6 66`} / _` DRANAOE EABEMIWr� 'D"- RIRRD Iae>vas \\ SEr RP33AA ANU `�-- R� �A ACCESS& l7T11.IlY 7,173 SQ. FT i U ``� CAP LF.I MS - ENVELOPE 25,124 U`FT. A //1. L1u L63 ter' III•ARACAP/3�ODI SQ. FT \YYY YUY3P/ V. SS/Mi EOpE DE/ 1 RIVFsR , ` �� RYARMOCJJ Tl Ij7lMIO{14 �\AN SCA TRANSFER PARCEL - PARCEL 2 TO PARCEL I 4 � \� X2,293 SQV _ c (T:•P3CAL) APARCEI.OF LANUNTUATEDNTHE SW 1l1RL(.'IYDN 9, TOWN91B1'9SOUTH NANOE 65 WEST OFTNE \ p 6THMI MERNMN, COUNTY OF PrrKW, STATE OF COI.OAADO, GID PARCEL. BERG MORE N PARTICULARLY DEDCRISED AS FOLLOWS: RBYDL 4 WOOD UECK W" y U D G ` NV�L E Su WATER TANKS) Z w Zc \\ 21.491 SQ. - TRAf4NFPR PA-RCEI-FARM I TO PARCEL2 Cf• COMMF.NCNO AT THE SOUTH QUARTER CORNER N0.171)O, N PLACE, iNENCE Nd5'OR'00"N' A DI6TANCEOF L31074 FEET TO A GSTFRI.Y ANGLE FORti �p A.L ON LANDSITUOT THE SW U4SECr10N 9, TOwNSWY9 SWTWI TN, RANGE RS WEBT OF THE HE \ N, ,!� PAIL` WIND td(AXE ARTIE L DMCRURTATE OFLLOW11 DD. RAID PARCEL BBDIO MORE PARTTCIILARLV \ ` DPSCR®RD AS FOLLOWS: PARCELI "Y+ . 97.592 $Q. FI. f - I;OMMENGiNO AT TiSE eg3TH QUARTER CORNER O£ RAID RECTION 9, A rC 2 240 ACRES t . 19993.5"N.UMB1lIM CAP LS NO. 15119,NPLACE: TN�4CE N6f°OR00'A'A \ "AVIA lR REBANCEDFE310.74 FEETION GSrRRLY wNOLEFMWM APARCEL2.A \ REBAR ANU CAP LS NU 26641 N PLACE: THENCE S%`IHIO'W A DISTANCE DM'rANCEOF35197 FEST TOMEPWNr DF THENCEC'ON .INUALONOW OLD dUUNDARY UNE 61S°t691YW A WB'fANCE O�'T TO A HRNT N THECENTERLNE OP THE l� 000 PERT TO )Hf � I THENCE 1361`56'IS"W A OF ..MITT' DISTANCE OF2M f7 G�'C1'','1 EN 1166°3Dr14'1l'A DIRTANCE OFO3bI1EM,, THENCE M6°06'11"W A DISTANCE OF'1935 FEET TO A PONT DI4 THE OLD �- LEO YEAR FLOOD FLNN BOUNDARY LINE iia 4AV' BUUNUARY UNE OF PARCELE I AND 2, THENCE N76°1-1 A QNU SND OLDBOUNDARYLNEADISTANCEOF 351 P PEETTU l"EPO ., ` <6 BEET NNNU. SAID PARCEL CVNTANWU0.24R ACRES MORE U0. LESB. REB CENTERLNEADISFANCE@'R)09F'EET',TNENCE L.GVING GWCEME0.1.B1E N66`3P00'En DIRTANCE OF7l VI T.TH MS76°RP37`EADIRI'ANCEOF'131]IPBETTO THE POINT OFHEONMNG SAID LAN C 410 1Q. . * / ROU111GR WAW :.` ,I Td17,Y (TYPSCAL] ,� 2,171 SQ Fl . -'GRAVEL W, I '/ PARXWD r�• .: '�XYa�AY A64E '- SAM R ! C190Y IFe MmYn ' WALXW IB MAIJ[MAY `rcitawRRRYAR /DY L.R.X .N WOOD BRB3DE $�6°IbTo ESIYrPI R XO HT-0P-WAT A \ .yp,y3 i 1S NFD A SV YFQH -WAT ANDNX1 W0.ROCKY MW M'NIAINNN NATURAL OAS COMPANY. INC. DENVER COL(NMDO 195 AT PADF. 156, OFT33E CIXMTT /1 CLERA AND NDR RP.CORDERS OFFICE ROAD—ENTNi'FOR / DGRFF6 ANLL EGRESS (REc. NOX lulw) - FOI1ND31rz" - ALUMINUN CAP T 4 69 SL9 � L.6. X151101996 R / Dnw B5: \e, LTS O "� \ wOOU PENCE TRANSFER PARCEL - PARCEL 2 TO PARCEL I (T:•P3CAL) APARCEI.OF LANUNTUATEDNTHE SW 1l1RL(.'IYDN 9, TOWN91B1'9SOUTH NANOE 65 WEST OFTNE \ p 6THMI MERNMN, COUNTY OF PrrKW, STATE OF COI.OAADO, GID PARCEL. BERG MORE N PARTICULARLY DEDCRISED AS FOLLOWS: / OISAR3 RECTRN 9, A 19M 3.S' ALUMNUM CAYLS '��.P - CAY COMMF.NCNO AT THE SOUTH QUARTER CORNER N0.171)O, N PLACE, iNENCE Nd5'OR'00"N' A DI6TANCEOF L31074 FEET TO A GSTFRI.Y ANGLE FORti 11' NEWSOM \ N, RERARAND L.E. X 26N3 73AY W C FOR PARCEL 2. A REHAB AND CAP LE NO 16613 w PLACE: "DIENCE M-LYWW A INSTANCE OF IB90 FEET. THENCE 176'1690" ALONG THE OLD BOUNDARY LINE BETWEEN PARCELS I AND 2A DM'rANCEOF35197 FEST TOMEPWNr DF THENCEC'ON .INUALONOW OLD dUUNDARY UNE 61S°t691YW A WB'fANCE O�'T TO A HRNT N THECENTERLNE OP THE �- LEO YEAR FLOOD FLNN BOUNDARY LINE RIIARLNG FORK RIVER: THENCE LEAVING GID OLD BOUNDARY LINE N23°2POP'lV ALONG GID (PER 010910 7C IM F01N5 NAP, REB CENTERLNEADISFANCE@'R)09F'EET',TNENCE L.GVING GWCEME0.1.B1E N66`3P00'En DIRTANCE OF7l VI T.TH MS76°RP37`EADIRI'ANCEOF'131]IPBETTO THE POINT OFHEONMNG SAID MENEM AND INN IH116RL REVIEW FLAT RECUa=O W BOOK23ATPAOE66) \ PAR CEL. CONTAININQO. AC .MOREORIFR6. Vj((yjjj N 7i R. N 61 °77'00' W yp .36,6' 12.11' ! g ••SSS �9 Al LAW /DY L.R.X .N WOOD BRB3DE $�6°IbTo ESIYrPI R XO HT-0P-WAT A \ .yp,y3 i 1S NFD A SV YFQH -WAT ANDNX1 W0.ROCKY MW M'NIAINNN NATURAL OAS COMPANY. INC. DENVER COL(NMDO 195 AT PADF. 156, OFT33E CIXMTT /1 CLERA AND NDR RP.CORDERS OFFICE ROAD—ENTNi'FOR / DGRFF6 ANLL EGRESS (REc. NOX lulw) - FOI1ND31rz" - ALUMINUN CAP T 4 69 SL9 � L.6. X151101996 R / Dnw B5: NEWSOM �MENEEM MENEM `- MENEM " INIMMUM__ SENSE W NNEIMEM MONFUMM ®" "" 11�LI•1•l�u �MENEMRe� �uw_5•>•+ MONISM •K.,l�� NO Wtv RPvisim B" P59)em NO. PRN PITKIN COUNTY, COLORADO PEAK JRN COATES-EUBANK 07026 SUB. EX. - LOT LINE ADJ. Surveying, IHC. AUGUST 6.2088 AMEND 1841 SITE PLAN P.O. B. 1746 - R, Co 1 I esu 2 OF 2 Pi, (970) 625-1934 - Fu (97u) e25-2154 OO1 t` www.PMluurv9YlRlinc aao OF 261041.DWG 78, 3 ' 1i 1 C \ g 116' OFFSET �\ FROM OWTS \ FIELD \ 1I 220 DOC -iENRY ROAD_ ILOT 2 l I ' I QUILL) N _EN 1ifEL0'E 1,000 GALLON RECIRCULATION \\ 1� , P 1 ,��i 1= ,TANK WITH PUMP 4 BEDROOMS ADVANTEX AX20 t ' SEE DETAIL SHEET 77+ 1,500 GALLON SEPTIC 0 79.5+ TANK WITH BIOFILTER 1000 GALLON DOSING TANK T i \ AND PUMP SYSTEM LOCATION SFA ,A J M� FOR DRIP SYSTEM INSTALLATION / 10,000 GAL o PLANTER WATER TANK , L / \.` `• / Y � 48 ALF��, 77. \ HPDE\ 0 P C \, 0 TO �3 % X\ / e AIR VAC 116' OFFSET / FROM OWTS / FIELD \ > 4 a 71-60- -71 /8— LOT LOT 2 OWTS — PLAN VIEW SCALE: 1"=20' GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) 1 inch = 20 ft. VICINITY MAP PITKIN COUNTY, COLORADO SCALE: 1"=2000' TABLE 6.28-1 — Minimum Horizontal Distances (in Feet) Between OWTS Components and Pertinent Physical Features Z 00 w a° 0 C O COC E C °c �- ?L z-� ac�iw n -2 LL �O o �0Oz HW O cro 3 v7 rO* 0 ( a0.. vZ L 0 3 J ,� Lo C 0� N 60 L c c_ - DO N Q v � m O O O Y L_ O *' J OU 7 C N ole x !• N.� ?� i 0� C MU -O , Ni J P O D O i E U v L0 Q, B d -p c'aG s0,> � 0�oQ) L � 3N G .0 �N .0 L_ :3 3 v c- L 41 Q) 3 c� rno h V � � a o0 o a� WN Ono x� Absorption Trench, Absorption Bed, Sand Filter (see exceptions below), 100** 25 25 20 10 50** 25** 50** 15** Subsurface Dispersal System, or Dry Well a. Lined Sand Filter 60 10 25 15 10 25 10 25 15 b, Unlined Sand filter in Soil with a Percolation rate 100** 25 25 15 10 25 15 25 15 < 60 MPI Lined Wastewater Pond 60 10 25 15 10 25 10 25 15 Unlined or Partially Lined 100** 25 25 15 10 25 15 25 15 Wastewater Pond Dispersal System Using 100** 10 50 125 10 25** 10** 25 15 Aerosol Methods Vault Privy 50 10 25 15 10 25 10 25 15 Septic Tanks, Package Plants, Dosing or Pumping 50* 10 25 5 10 50 10 50 15 Chamber, Vaults Building Sewer or Effluent 50* 10 25* 0 10* 50* 10* 50* 15* Pipes * Crossings or encroachments may be permitted at the points identified by this footnote, provided that drinking water or wastewater pipe is encased for at least 10 feet on each side of the crossing. Pipe of Schedule 40 rating or better must be used that has a sufficient diameter to easily slide over and completely encase the pipeline. Ridged end caps of at least Schedule 40 rating must be glued or secured in a watertight fashion to the ends of the encasement pipe. There must be a hole of sufficient size to accommodate the pipe in the lowermost section of the ridged cap so that the conveyance pipe rests on the bottom of the encasement pipe. The area in which the pipe passes through the end caps must be sealed with an approved underground sealant compatible with the pipe used. ** Add 8 feet additional distance for each 100 GPD of design flow over 1,000 GPD, unless it can be demonstrated by a PE or qualified geologist that a mechanical or natural barrier will prevent contamination. If a PE or qualified geologist chooses to exercise this option, he/she shall submit to the Department a detailed written explanation (including all supporting calculations) that clearly and convincingly demonstrates why the additiond 8—foot setback distance for each 100 GPD of wastewater is not necessary. 19 RAS Opc zn a o"A crurnin c An ovr LAAnnrni n GENERAL NOTE8 1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF ONSITE WASTEWATER TREATMENT SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS, 2. FLOW FOR BED: 4 BEDROOMS * 2 PERSONS/BEDROOM * 100 GALLONS/PERSON/DAY IS: 800 GPD = AVERAGE DAILY FLOW. DESIGN FLOW = 1,5 * AVERAGE = 1200 GPD (Q) SEPTIC TANK: MINIMUM TOTAL TANK SIZE: Q * 1 DAY/24 HRS * 30 HRS = 1500 GALLONS MINIMUM TANK STORAGE = 1500 GALLONS ABSORPTION AREA FOR SAND FILTER: A = Q Q=MAXIMUM (DESIGN) FLOW 0.95* * APPLICATION RATE OF 0.95 G/SF/D 1200 = 1263 SF vy, 3. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, TO PREVENT INFILTRATION, 5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW LANDSCAPING. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN ONE-HALF FOOT OF FINAL GRADE. 7, VkCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION FIELD AREA USING DRAINAGE SWALES AS NECESSARY. 9. PERCOLATION INFORMATION PROVIDED BY CTL THOMPSON, INC. PROJECT NO. GS05076-120, DATED SEPTEMBER 11, 2007, 10, THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNTY. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 12. SITE PLAN INFORMATION FROM OWNER: 13, INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS LESS THAN 5.0 FEET. 14. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO BACKFILLING OF SYSTEM COMPONENTS. 15. SETBACK OF 150' TO UPPER OWTS FIELD DOES NOT MEET MINIMUM AREA OF INFLUI DISTANCE OF 200'. HCE BELIEVES THAT THIS WILL NOT AFFECT THIS SYSTEM DUE TO THE VERTICAL SEPARATION DISTANCE OF -42'. 1. ABSORPTION BED SHALL NOT EXCEED 100 FEET IN LENGTH. 2. THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL. 3, DRAINAGE DITCHES ARE TO BE PROVIDED ABOVE AND AROUND BED, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. 4. ABSORPTION BED BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION. 5. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER BED AREA IS PROHIBITED TO MAINTAIN GOOD SOIL STRUCTURE. 6. UNSUITABLE MATERIAL EXISTING WITHIN THE BED SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL. SAM FUER SY' TEM �ATIONB 1. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE. 2. THE EXCAVATED BED SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OF A BACKHOE, 3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA, PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA. ALL WORK SHOULD BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA, PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE SEWER AND COVER WITH AGGREGATE, COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC, PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE BED AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE BED. FINAL GRADE THE BED AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE BED AND DOES NOT ACCUMULATE NEAR THE BED. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH SHRUBS AND PLANTS AS DESIRED. UND 690 o�FSS/ONA\-���\� FOR AND 0 OF HIGH COUNTRY ENGINEERING X > W ULU �w <ry Z 00 w a° 0 >oZ aQY� COC LLO }()im 00 N 2 z0 N z ac�iw n -2 LL �O o �0Oz HW O cro ZCO wWO -jw -t mo<o UU _jLd U0 O < wZ DO U 00 40 tY m d. N O U�• O tD v O 00 Z U O U Q~ IP4 ° �a Z Z L i*� W ZM W�$N DO v � l~� W W'd � h U V N ole x !• w N0 Q 7� iii n° O� �W Z Z NO d= WIL Z a O M h V r � x� 0 Ono x� � o aW O UO �� Qo ZWW 0U WH o U � _ 0� Z XU 0W W LLI Z iii t Z j.. I IL 00 00 N l�— PROJECT NO. 2071046.00 OWTS-3