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HomeMy WebLinkAboutpitkin.eh.264316101006 (2008)(2)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications. As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System .etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. MYI MONSITE WASTEWATER TREAIENT SYSTEM (OWTS) en,NR CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 Aspen, CO - 81611 M10 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: 09029 Parcel ID #: 2643-161-01-006 Permit Issued: ❑NEW []REPAIR OREMODEL/ADDITION []TANKONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): James C. Kempner Trust Property Address: 101 Little Texas Lane Legal Description: Lot 4, Little Texas Subdivision Size of Lot: .88 Acres Detached Accessory Unit: ❑YES ®NO Size of Building: 1738 Sq. Ft. Size of Accessory Unit: n/a Sq. Ft. The system is designed for: 5 bedrooms Designed By: All Service Septic, LLC Project #: 1518 Dated: August 8, 2008 Phone #: 970-618-5033 Mailing Address: PO Box 2844, Glenwood Springs, CO 81601 Fax #: 303-216-2796 Email Address: tpetzCa)comcast.net Perc Rate: 11 mpi Profile Hole Depth: 6 ft Depth to Groundwater or Bedrock: "Modeling at 6 ft Minimum Tank Capacity: 1406 gallons Minimum Absorption Area: 672w/10% reduction + AX20 Permit Conditions: 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 one 2000 gallon, two-compartment tank with an Advantex AX -20 secondary treatment unit. Effluent will flow by gravity downhill to the gravelless chamber bed. The bed will consist of 6 rows of 12 Quick 4 chamber units for a total of 72 chambers. The chambers should be placed on 6" of imported sand filter material (concrete sand), and the chambers should be buried no deeper than 2' below natural grade. "Evidence of groundwater (modeling) was discovered at 6' below grade. The bed will be immediately adjacent to a steep hillside, so the transition from the hillside to the bed should handle runoff without ponding or pooling water on the bed, per engineer design specifications. There must be at least 50' of separation from the well to the tank, 110' from the well to the field, 60' from the river to the field, and 10' from any component to the property line. The existing system must be properly abandoned. 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 manufacturers 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 approved by EH/NR before final approval of the system will be issued. Issued By: �)ri ii �,a (� rC ti ;� Date: I o Expires: ?/fiq Zl0 Installer. j License #: Reactiva by: Final Appr v 7 Date: I' ( (�� New Expiration Date: / IL of aZ�' SITE WASTEWATER TREATM . YSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION F:R/NR 0405 Castle Creek Road, Suite 10 - Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID# (available from the Pitkin Cwnty Aseassor's Office �h 970.920-5160 or at �gg,gy): � b y - I v Company: Purpose of Permit EI NEW ❑ REPAIR DUE TO FAILURE oar ip REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): 0e) Q Is Issued. Property D/a/ 4/r�ze �YA-1 Ulna- oov C2�4iL �/6q� Lot: Block: Filing: Subdivision: r, /TT�.Ur- 97VAf SOV -0 au 0�1 Deladted Accessory Unit? ❑/ YES �NO Sim of Accessory Unit (square feet): Property Owner Owner(s)*: . �/� la C M PV fir 2 E rcall Ad /� OvmWs Mailing Address: �0 . BOX 7-j -' S Uc "CA State Lp: (.�v N Home Phone:/ �� Business Phone: Phone Number: Fax Number: 'Contact Information must be provided for the 6wner signing this application. �AC2 / 013-898.3 Primary Contact Person/Applicant if not owner): tAar Company: Contact/Applicant Mailing Address: City, State, Zip: Cell Phone: Business Phone: Fax Number. Email Address: Is Issued. Building Permit # (if applicable): Lot Size (in acres): g y • Sim of Building (square feet): 1-736 n 3 6 S Number of Potential Bedrooms: Deladted Accessory Unit? ❑/ YES �NO Sim of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the Accessory Unit. Water Source: OAF r[]rRNATE WELL ❑SURFACE WA79t ❑SPRING ❑ COMMl1NI7Y/PUBLIC WATER SYSTEM Name of Community/Pudic Water System (d applicable): Engineering Firm: /y �L �f Job /. L� l Phone Number: Fax Number: Mating Address: X �� Cfy, State, 71p: / PLEASE READ BEFORE SIGNING. I certify that his above Inform ti la complete and accur7te and that I have provided complete and accurate information In all of the documents Included In my, application pa . I acknowledge that EHINR may revoke any permit I am Issued if my application is found to contain any Inaccurate, false, or misleads ormation. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit Is Issued. Owner Signature (Requir ) ^ Date: —10 Applicant Signature: Date: FOR OFFICE USE ONLY Received by EN/HR S) . Fee 8 Receipt M. Date: ��3 16 o u G.\UWI5 March 8, 2008 NEW REG5\Office-Admin\FermS\0W6rt Fbrms\DWr9 comtrmflon permit appikationAts r r Updated 10/7/08 W Pitkin County Environmental Health Department Contact Log Sheet [Name: arcelID#: Address: 101 .-Date-. Person Spoken To : Comments / Action to be Taken Initials Time 0na C90 fl (-I SSv� - YVO/� - UO � ct n Ora& ' n $ it 19' a a� (I I I J Wen / Pitkin Environmental Health Depaot Contact Log Sheet D. Address: Date Person SpokenTo Comments Action. be Taken Initials Time / r' IM FI, r • •V- • , r • �� r A M;r _ • . i r r i r • r • • m r • • r WAR F ML On / Pitkin Environmental Health Depart• Contact Log Sheet g • ic- 9Y 5 -T+[ oe.-R "m T In h - k„/ rQ c 12 / / • �_ J , I Rip •• .. �1 I 1 ♦ � / ,��1 /1 I , T D' --_- MWOMMEN . g • ic- 9Y 5 -T+[ oe.-R "m T In h - k„/ rQ c 12 10/15/2009 05:34 FAX 10x09/2009 12:09 FAX Street Address JAgal Address 0 Q0002/0003 16002/0002 Val)ey Preeaat (719) 395-67(x1 ADVANTEX OPERATION AND MAINTENANCE AGREEMENT VPI Inc. will perform operation and maintenance services for the Onsite Wastewater System scryi;w the subject site as outlined below: Control Panel, Pumps and Alarms: DruiTig each visit, all electrical components shall be tested for proper function. Correct Control settings will be verified. Operations data from panel will be recorded. Processing Tank: During each. Visit, the scum and sludge layers to the processing tank (septic tank) will be measured. A recommeadation for pumping will be made when the scum thickness exceeds four inches, or the sludge thicken exceada 24 iucbes. Pumping System: During each visit all pumps shall be observed to verify proper performance. The pumps will be operated manually. The Biotube screen wilt be removed and cleaned )te,eirculating Fuer. The filter will be observed for signs of excess organic build-up or improper performance. The media will be cleaned as necessary. The system will be observed to verify proper distribution. across the media and distribution laterals will be flushed. Drain Field: The surface area around the drain field will be observed for sighs of failure such as lush vegetation growth or effluent ponding. Liquid levels within the field will be observed through the observation pipe and levels monrrleri Items that are not included in this contract include: I. Cornecti. , and/or repair maintenance if necesstuy, ua er than co a d.under warranty. 2_ EtI)uern sampling and analysis if applicable. 3_ The cost of tank pumping. Alarms: VPI will respond to alarm conditions at no cost during the agreement period. Service Cells: Service calls will be billed at a tate of 570.00 per boor and $45.00 per hour for travel time. A visit to the site other than the rout ne visits provided by this agreement or a system warranty issue will be deemed a service call. Examples would include (but we not limited to) damage caused by acts of vandalism, fails, nffxnk nr failure of another party's work, i.e. el -e rician, phunber, excavator, etc. The goal of VPI is to observe the operation and Perforin mniniennrl .p for the Onsite wasixwamr System to alluw for proper long-term function of the system and compliance with the conditions of the installation permit and recommendations of the manufacturer. VPI will perform O&M services as outlined for $265 per visit, with two visits per year ($530 per year). Payment in full for the EM (3 ) years is required prior to initiation of the agrecmcnl This agreement period will be for the ( 3 )-yea,. periW subsequent to placing the system into operation. Date Teleph tic Num cr 3Zy �1_71 CYS e �{ Date 1.0/15/2000 05:34 FAX than ■EN■ ■E■ ■■ ■■ ■EN■ ■ ■■■EE■ Mae on OEM so soon 155 009 NONE on ■ no ■ ■ ■■ ■ no ■ ■ on *ilvanTlexe Feld Maintenance Report Start -Up Summary Report Q0003/0003 NONE sale e ■ ■ r_ u Valley Precast Inc. (719)395-6764 Propery Owna/rrecMn9 a - On" Timor Setting Operator �y �� ].s ll dthem James Kempner Septic Volute ( <Ca gal.) �f� 09/16/2009 She Address // seat -up Dees 0101 S. LitBe Texas, Woody Creek CO 81656 t using a separate Septic T land Redac Tank complete the following: 091162009 Ph" Noumea Perrrdta ❑Flbergiase ❑other Node aedroornu Oecuprm OuuWcY one (713) 539-3242 Mode 3A DeelgnewEngl r Phone AV Od"d Mstelner Phone All Service Septic, LLC (303) 908-7823 Valley Precast (719) 395-6764 Adwaa DaeYr Phone FJecwLen Prom SCOEnterprises,lnc. (303) 697-9404 Primary Treatment - On" Timor Setting If a AhW2 Processing Tank complete the following: tensing Tank Septic Volute ( <Ca gal.) Racine volume ( ° gaQ Construction ObOrmete ❑Ft'berglass-r'D-/Otter // Manufacturer: 614 f t using a separate Septic T land Redac Tank complete the following: ❑ Septic lank ( gal.) Construction ❑Concrete ❑Flbergiase ❑other ❑ Recirc Tank ( gaL) Construction ❑ Concrete ❑ Fiberglass ❑ Othsr ❑ Pump Model: P5- 30C-'5-1 I ❑ Floats set properly at -in. -in. -in.. Secondary Treatment ❑ RSV setting: -in. ❑ Residual head measurement Pod r1 -in. Pod a2 -in. Pod as tin. ❑ Discharge TankBssin( gal.) Construction ❑ Concrete ❑ Fiberglas^. ❑ PVC (Basin) ❑ Pump Model: ❑ Floats set property at -N. -in. -in. ❑ Discharge pump flow rate (drawdown teat): ( gpm) ❑ Discharge pump dose volume ( galJdoss) Comments pla Control Panel Panel ID (RTU or UL e) - On" Timor Setting "off"Timer 3etlrnB RTU116743 Filter Pods e7 Sadel No. Pod e2 Serial Na Pod I3 Bartel No. rPod 409294 Other System Components ❑ Disinfection equipment(manufacturer): ❑ Dispersal system (type of): rations (InitiaD Drenco's Start -Up Procedure was followed AI lids are secured. Circuit breakers are on and control panel is latched. 'For Service Call" label with phone a was affixed to panel. Homeowner Peekage was ravI wW with, ❑ Sunder on (data) p� ;!�)laadwrc on (duet The system is ready for use _'1'es ❑ No (explain) oats. /��C✓y completed form to 1-866-384-7404 0 0 Carla Ostberg From: thecrew-4@comcast.net Sent: Monday, September 07, 2009 9:15 PM To: Petz, Tim Cc: Carla Ostberg, Kempner, Jim Subject: 101 Little Texas Hi all, here are pictures for today of the house sewer connection to the new tank and then the (two) discharge pipes heading for the drain field. We are running two (2") pipes to the drain field so the Kempners' will have an extra pipe to use if needed some day. we also hand dug the trench down the hill side today. Tomorrow we will trench along side the North side of the house to the top of the hill side and hopefully we will run the pipes down the steep hill side and back fill it all. Wednesday the old tank will be abandoned. Thanks, Rollin Estes CIOWTS-A Village Plumbing Septic Systems & Backhoe Service 970-379-9341 - olb.- 11 l off a7 r'� A .� yv ' � • I { Y � r -!,t i'�!',U 1 C lR. l�VlS ,Wt �.. t ih: I/r 11�' dL .: � ; . � .. - . t i t-:�,., ?moi �{I '4•Y � � fh^l ft� µt G", v�',tY � .`..� r 11 l off a7 r'� A Mr . .� yv ' � • I { Y � r -!,t i'�!',U 1 C lR. l�VlS ,Wt �.. t ih: I/r 11�' dL .: � ; . � .. - . t L t-:�,., ?moi �{I '4•Y � � fh^l ft� µt G", v�',tY � .`..� r Mr . 'I xt / •� 1 ^.r i ` �`A. �' .�'• \ y. ,w. •„- c V +'+°__"wr 1F• w� •`,'A 7 „ ., ` . "',A. + 4 � j�j..A �Y 1� •�. Ain t 'f tY�a 4`�yyyy ~ r}, • ,, y���,\J ),�;!�, r ./ 2%. i�i �� r •. � �M•+' \.,Y:. r � �� t '.Y f ��-1 �4 .n{,, �� ��R,.t r 3 �1 -•\ 1, 1'.].:Mr ..1 _ � .' i. Ye l ,.; M• r `.. .•\ � +n Y •. V�rS. 1 1 • •Q1 • r, .t• �� � � 1 ',M1M►•may,, > rAl�d' �.x .b: �.. `1 ■ w f 4F, t �-ZA- I p dop flLl�t;C SfBYICE�r October 5, 2009 0 0 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-6185033 Fax 303216-2796 Jim Kempner PO Box 246 Woody Creek, CO 81656 Installation Observations 0103 Little Texas Lane, Permit #09029 Pitkin County, Colorado Jim, Project No. 1518 ALL SERVICE septic, LLC performed installation observations for the onsite wastewater treatment system (OWTS) on September 14d, 2151, and 22"d 2009 for the subject property. The installation included a 2000 -gallon, two-compartment concrete septic tank with an AdvantexTM AX -20 unit, followed by a gravelless chamber drain field with 6 -inches of imported sand filter material. The drain field had 71 `Quick4' chambers in 6 rows for a total infiltrative area of 701 SF. There were 2 -inch perforated laterals suspended the full length of each chamber row. A 2 -inch level manifold was installed to distribute effluent. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS. LIMITS: The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWTS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, ALL SERVICE septic, LLC Reviewed By: 6 Timothy R. Petz \!>> `+® o: 3aft 2 copies sent Richard H. Petz, Copy sent to Pitkin County Health Dept. FSt 0 OWTS AS -BUILT DRAWING 4" PVC SEWER PIPE WITH CLEANOUT (2% FALL TO TANK) EXISTING 1000 -GALLON ABANDONED TWO 2" PVC PIPES PLACED IN TRENCH. ONE PIPE DIRECTS \ EFFLUENT TO DRAIN FIELD. I / -01 N 39' 16.226 ,. • R/" h ',•; W 106' 53 31 15/ W 106'53 9 / 0 /0C OBS. �Q�peE PIPE (X2) N 39' 16.219 W 106'53.226 I mF=f SCALE: I" = 30' 2000 -GALLON, TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH AX -20 ADVANTEX SECONDARY TREATMENT UNIT. 00 PARKING / AREA N 39' 16.225 / W 106' 53.199 t, 5 -BEDROOM ELL RESIDENCE 71 GRAVELLESS CHAMBERS IN TWO CHAMBER BEDS. TOTAL OF 701 SF. PRESSURIZE PERFORATED LATERAL SUSPENDED IN EACH ROW OF CHAMBERS 0101 LITTLE TEXAS LANE ALL SERVICE septic, LLC PRO. NO. 1518 PITKIN COUNTY, COLORADO P°30x28-41 1 ODS KEMPNER RESIDENCE 970-6105033 Ncs,cca6oz FIGURE I 97G-618-503! 0 OWTS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # House Size (sq. ff.) (75 gpd or 100 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Simdar-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 750 State Review Required? no Pert Rate (I') 141 a,x5x -)s Design Flow (Q) _,94xitantpal bedrooms X 2 people/bedroom X gpd 1.5 Q 1125 Minimum tank capacity 1406 gallons -?,pQO Absorption Area (=Q/5 X SQRT pert rate)(1.4 loading factor) A = 1,045 sq. ft. of absorption irea required Absorption Area (=Q/5 X SQRT pert rate) WITH SECONDARY TREATMENT (no loading factor) A= 746 sq. ft. of absorption area required i Abs. Area w/ loading factor (B25) Trench Bed Qufck4 Trench Quick4 Bed Pipe and Gravel (-10%) 940 no red. 1045 95 106 Dosing (-20%) 8366 (-20=) $36 85 85 Chambers (-30%) 731 (-10%) 940 74 95 Max Allowable -51 0%1 522 (-30%) 731 53 74 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel (-10%) 672 no red. 746 68 76 Dosing (-20%) 59.7 (-20%) 597 60 60 Chambers (30%) L22 (-10%) 672 53 68 Max Allowable (-50%) 373 (-30%) 38 53 110 SETBACK FROM WELL # of feet = 60 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 3 SETBACK FROM DRY GULCH # of feet = 4-1 l CD CJtk& uu 6A S s AUG -18-1998 16:42 WHEELER ARCHITECTURE WHEELER ARCHITECTURE 48 KATYDID LN. SNOWMASS CO. 81654 PHONE (970) 917-9765 FAX (970) 927-0778 17 FAX TRANSMISSION SHEET DATE: a /17 /es TO:' Cf� e-lt-5 >n/ COMPANY:' 0/;r& "t> e" EOLV 1AC*f- 7-71 FAX:! c/ yp _ S' 7 TELEPHONE:! MESSAGE: 0C.9 rias✓ (y g.v��2RTE� yUy-C 7r o! 9-6-t- 7v >i CC.j File i ARCHITECTURE PLANNING FROM' Jchn Wheeler PROJECT: Kempner/ residence JOB 4: gto u PAGES: j 24 INC. COVER SHEET 19.4 C." csi.[ l�aS Af v7 < L-,4 - 7t{E /1 rte: Xf1-S j4 ,5 of 7-7-i i i.4/ >Lf 5 1:;0& --./ g E Tu 5,. /b �i mac' o a.v 149 ,e> y `N d ? i L> L .¢ -774--s w i rP- 77V>,5 re-- c ,'I-. f G-� 'o� �5lefss, PLEASE INFORM US IMMEDIATELY IF YOU DID NOT RECEIVE THIS FACSIMILE IN FULL ORIGINAL COPY ❑ WILL / 17 WILL NOT 6E MAILED FOLLOWING FACSIMILE TRANSMISSION ♦ NI/4 COR. SEC, 16 T.9 S. R.65W. i I, HAROLD W. JOHNSON.(JOHNSON-LONGFELLOW B ASSOCIATES, INCA A REGISTETHAT ONRED T HE5z8THYOR DAY (OFTHE JULYTATE 980,FASURVE COLORADO, WASMADE UNDE RTMYY MPROVEMENTS WERE FdUNO TPERVISION OF LOT 4 LITTO BE ASTEXSSHOWN ON THIS PLAT.SUB. SHOWN EREONANAL`HE EASRE SHOWN. SAID SURVEY IS TRUEMENTS OR ENCROACHMENT AND DENCE ACCURATE E TO THE BEST OR KNOWN TOMOF MY KNOWLEDGE AND BELIEF. D Se 30 JOHNSON- LONGFELLOW 9 ASSOCIATES, INC. �g v er j� Lp W. JOHN L.5 9018 ( 901 R IMPRO 1_-0T 4 SEP -17-1998 15;BB WHEELER ARCHITECTURE 82 Sugar Lane, Texas 77487 Job No. 198 563 Subject: Percolation Testing, 101 North Little Texas Lone, Lot 4, Little Texas, Pitkin County, Colorado Dear Mr. Kempner: As requested by John Wheeler, percolation tests were conducted on September 16. 1998 to verify the feasibility of an infiltration septic disposal system at the site. A profile pit and three percolation holes were dug adjacent the existing septic disposal pit within the existing building area The profile pit had a total depth of )2 feet (8 feet below crawlspace grade) and exposed slightly silty sandy gravel with cobbles and small boulders. No free water was encountered. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug in the side and bottom of the profile pit and were soaked with water one Jay prior to testing. The percolation test results are presented In Table 1 and indicate %tahilized average rates between 5 and 8 minutes per inch The existing percolation pit is reportedly about 8 feet deep and sized for a percolation rate of 5 minutes per inch. Based on the subsurface conditions encountered at the site and the percolation test results, the existing septic disposal pit should be suitable as coustructed for its design capacity if you have any questions, or if we can be of further assistance, please call our office. Sincerely, HEPWORTH - FAV §61�' 0' Steven L.Pawlak,P SLP/ksm ZA John Wheeler INC. 41 HEPWOirrt4-PAWLA7C GEO'I'ECNNICAL, INC. MO Ka" 154 Gkmwood Sprinµ CO 11401 September 17, 1998 r,,, VM %5-6454 Mon, M %5w? M James Kempner P.O. Box 25 82 Sugar Lane, Texas 77487 Job No. 198 563 Subject: Percolation Testing, 101 North Little Texas Lone, Lot 4, Little Texas, Pitkin County, Colorado Dear Mr. Kempner: As requested by John Wheeler, percolation tests were conducted on September 16. 1998 to verify the feasibility of an infiltration septic disposal system at the site. A profile pit and three percolation holes were dug adjacent the existing septic disposal pit within the existing building area The profile pit had a total depth of )2 feet (8 feet below crawlspace grade) and exposed slightly silty sandy gravel with cobbles and small boulders. No free water was encountered. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug in the side and bottom of the profile pit and were soaked with water one Jay prior to testing. The percolation test results are presented In Table 1 and indicate %tahilized average rates between 5 and 8 minutes per inch The existing percolation pit is reportedly about 8 feet deep and sized for a percolation rate of 5 minutes per inch. Based on the subsurface conditions encountered at the site and the percolation test results, the existing septic disposal pit should be suitable as coustructed for its design capacity if you have any questions, or if we can be of further assistance, please call our office. Sincerely, HEPWORTH - FAV §61�' 0' Steven L.Pawlak,P SLP/ksm ZA John Wheeler INC. HepworthPawlak Geotech TEL:970-945-8454 Sep 17 98 13:40 No.013 P.02 0 • HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERM GTMIV TFCT RFCI 11 TC InQ kin Ino cno HOLE NO, HOLE DEPTH (INCHES) LENGTH OF INTERVAL IMIN) WATER DEPTH AT START OF INTERVAL IINCHESI WATER DEPTH A7 ENO OF INTERVAL IINCHE61 DROP IN WATER LEVEL (INCHESI AVERAGE PERCOLATION RATE WIN.IINCHI P-1 86 15 refill refill refill Will refill 5 refill 7 1/4 1 1/4 6 6 8 Y, 2 112 6 7 112 2 5 1/2 7 314 2 6 3/4 6 1/4 2 3/4 3 1/2 7 4 1/4 2 314 6 114 6 114 1 51/4 41/2 314 4 1/2 3 314 3/4 3 3/4 2 314 1 P-2 116 15 refill refill refill refill refill 5,61111 8 314 2 1/4 6 112 5 10 4 1/4 6 3/4 10 114 5 114 5 6 112 5 314 1 3/4 8 112 5 114 3 114 9114 6 3 114 93/4 81/4 11/1 8 1/4 7 174 1 71/4 6114 1 81/4 61/4 1 P-3 67 15 refill refill refill refill refill refill 11 7 114 3 314 6 10 3/4 4 1/2 6 1/4 11 112 B 3 l/2 8 5 314 2 114 9 6 1/2 2 1/2 7 1/2 6 314 1 3/4 8 14 7 3/4 3/4 7 314 7 314 7 6 112 112 61/2 51/4 314 6 114 4 314 112 NOTE. lloluc wore hand dug m side and bottom of s backhoe plt and soakod on Sdptumbw 15, 1998 Parr.oletion te9ts were perlo,med on September 16, 1990. Test holo dopthc ate with reopen to garage floor level. SEP -14-1998 1509 WHEELER ARCHITECTURE P.03 • • HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 198 563 HOLE NO. HOLE DEPTH ONCHES) LENGTH OF INTERVAL (MINI WATER OEM AT START OF INTERVAL MCNlSI WATER DEITH AT END OF INTERVAL tMCHEi DROP IN WATER LEVEL IINCHESI AVERAGE PERCOLATION RATE IMINANCHI ►•1 t4 16 MISS ratty nflt Mob ra66 S rOAR 71/4 114 6 8 t X 2 112 6 7 112 2 5 112 7 714 2 6314 6 14 2 314 3 12 7 4 114 2 714 $ 114 6 114 1 6 114 4112 714 4 112 334 34 1714 2S/4 1 P-2 116 16 r4M1 n9s M1111 MRI Mllt 6 not 4 314 2 114 6 112 6 10 4 114 6 314 10 114 6 1/4 S 6 12 5 314 2314 6112 61x4 3114 9114 6 3114 0314 61/4 1112 4 114 7 114 1 114 IS 114 1 61/4 1 6114 1 P-3 57 /6 rat1N nftl Milo MR MIN rapt 11 7114 3314 1014 412 6110 11 12 6 3 12 4 13/4 21A 9 61/2 2 112 7 112 9114 1314 t % 7 314 14 7 214 7 7 $ 12 112 6 12 614 14 i 1!4 414 NOTE NON% W4r4 h%ha Q-% m n00 %�- 9h $4Pl4mDR 16, 1996. Tot h010 4a91112 as wrlh MOPS" W pet%ys ftp? Kral. TOTAL P.03 SEP -17-1998 1508 WHEELER ARCHITECTURE f WHEELER ARCHITECTURE 48 KATYDID LN. SNOWMASS CO. 81654 PHONE (970) 927.9765 FAX (970) 927-0776 PON FAX TRANSMISSION SHEET DATE: 1r/7 /y :$ TO: X/6M4,9-51 *"EA i 4A., COMPANY: FAX: 1125' 2%/Q TELEPHONE: q7f, P.01 ARCHITECTURE PLANNING FROM: John Wheeler PROJECT: Kempner Residence JOB •. 'fp lr PAGES: (,I) INC. COVER SHEET MESSAGE: 7 MIS / S %/4 S &IJ ,e 0/(/. i jvjL r#- /1(`I5f10s. /F- yav AAfol %v .",Ow -H TAO 1 ¢ - 4-4 s 1. .lam (NI GI- CPV -I >sj rN. / G yvy rtis4B lf,,vY 77A /."fj CC: File PLEASE INFORM US IMMEDIATELY IF YOU DID NOT RECEIVE THIS FACSIMILE IN FULL. ORIGINAL COPY O WILL / O WILL NOT RE MAILED FOLLOWING FACSIMILE TRANSMISSION RUG -18-1998 16:43 WHEELER ARCHITECTURE HEPWOtiTH-PAK GECTECIiNICAL, INC. August 18, 1998 �Mes Kempner P.O. Box u Suter Lane, Texas 77487 P. 02 • Road 1!A Ctaa-wd Spdgp, CO 616M Fa 9nn Wlft W Pkora 979 "S -79M Job No. 198 563 Subject: Review of Percolation Test and Site Conditions, Residence at 101 North Little Texas Lanc, Lot 4, Little Texas, Pitkin County, Colorado. &W Mr. Ktmpuer: As requested by John Wheeler, we have reviewed percolation test data and the site Conditions with respect to enlsigement of the existing septic disposal system. A wonnaissance of the property was made on AttM 10, 1998. A percolation test was performed by Aspcv?itkin County Environmental Health Department on August 28, 1986 based on their field test data sheet provided to us. The septic disposal system consists of a dry well placed adjacent the north side of the residence based on the design drawing shown on a 1980 improvement survey by Harold Johnson. The subsoils found to 6% feet consist of silt and sand above silty sand, gravel and cobble to the pit depth of 744 feet. The percolation test was performed in the bottom of the pit and had a rate of 5 minutes per inch Groundwater was not encountered and the ,,cater level is expected to ba relatively deep. Rased on our review, the existing dr well system appears appropriate for enlargement of ire septic disposal system. An additional dry well could be located to she east of the existing septic tank. The subsurface profile and percolation rate should be determined for the new dtywell design. The system should be designed by a civil engiuccr. If you have any questions or require further assistance, please call our office. Sincerely, YOPWORTH-PAWLAK GEOTECHNICAL, INC. bot' Ste7L.Fz"wj %_E. 15222L/ f of COV a: John Wheeler n.3 TOTRL P.02 0 0 PO Box 2844 Glenwood Springs, CO 81602 Ph 970.618-5033 Fax 303.216-2796 August 8`h 2008 Jim Kempner PO Box 246 Woody Creek, CO 81656 Project No. 1518 Subsurface Investigation and Onsite Wastewater System Design, Proposed 5 -Bedroom Remodel 0101 South Little Texas Lane Pitkin County, Colorado Jim, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Aspen Colorado, in an area where OWS and wells are necessary. SITE CONDITIONS A single-family residence presently exists, although will be remodeled to a 5 -bedroom residence having less than 6000SF. There is an existing OWS (tank and drywell) that will be abandoned. The proposed drain field area is on a lower bench on the property. The Roaring Fork River flows to the southwest of the residence. The proposed drain field area slopes 5% to the southwest, and vegetation consists of a moderate cover of grasses. Water will be provided by a well as indicated on the plans. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes. The materials in the profile pit consisted of 1.5 -feet of a sandy root zone, underlain by sand with cobbles to the maximum depth explored of 6 feet. Groundwater or bedrock was not observed. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 10 to 14 minutes per inch (MPI). An 11 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 5 -bedrooms and an average sewage load of 750 GPD. The installation must include a 2000 -gallon, two-compartment, precast concrete septic tank with an AX -20 secondary treatment unit, to be followed by a gravelless chamber bed. The bed must have 6 rows of 12 `Quick - 4' chambers for a total of 72 chambers. Six inches of concrete sand must be placed beneath ae 0 • OWS Design Page 2 chambers.A 2" perforated PVC lateral must be suspended within chambers the entire length of the chambers. A level manifold must be used to distribute effluent. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Depart- ment, and this design. ADVANTEX OPERATION AND INSTALLATION A qualified installer should install The AdvantexTM Unit. A two-year operation and maintenance contract should be provided by the installer. Additional construction notes are provided on construction figures attached. 1. The control panel should be mounted in `line -of -site' to tank and AdvantexTM unit. 2. A dedicated 15A service for control breaker (in OSI panel) is required. 3. A dedicated 20A service for P30 and P50 pumps is required (1/2 hp or less). 4. If wires from breaker to panel and/or pumps exceed 75 feet we should be contacted to consider 230 -volt recommendations. 5. Conduit should be used for electrical lines. 6. Electrician must provide phone line, if applicable, and terminate in control panel. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is required. 0Y- r , OWS Design Page 3 INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. 191811 The design is based on information submitted. if soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERV eptic, LLC r� Timothy R. Petz 3 copies �) 1-0 Reviewed Richard H. PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1518 SOIL PROFILE Date of Test: 8/05/2008 0 - 1.5' Root Zone, Sandy, Brown 1.5'-6' Sand, Silty with Gravel and Cobbles, Dense, Moist, Red/Brown Groundwater staining (modeling) at 6 feet Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI (in.) (in.) 1 22 10 11.50 14.00 2.50 10 14.00 15.25 1.25 10 15.25 16.00 0.75 10 16.00 17.00 1.00 fill 10 10.75 11.75 1.00 10 11.75 12.75 1.00 10 2 19 10 8.50 10.00 1.50 10 10.00 11.50 1.50 10 11.50 13.00 1.50 fill 10 13.00 14.00 1.00 10 14.00 15.00 1.00 10 15.00 16.00 1.00 10 3 24 10 9.75 10.75 1.00 10 10.75 11.75 1.00 fill 10 11.75 12.50 0.75 10 12.50 13.25 0.75 10 13.25 14.00 0.75 14 10 14.00 15.00 1.00 AVG = 11 MPI IN KIEMPNlER AC"�T: V I TAY ENVELOPE AND S' -HTE LOT 4, LITTLE TEXAS , P I TK I N COUNTY, COLORADO. IEi Pru . IU . SE.11TI. 1. -1- &449" 1N aEOOMO AMO NOTES O .., wMY � NINE ..Tn W N M. IS EI ILL Y r.n WCL WKt gl•EY gua.Rm wY'IRN1 I�{ Ctf�" pEVED ]EWER I. '101' + wm rna ❑ 11 TY EE v a Wl Yp xCOE.. ww'. •F.D YMx xC W a 1 KI M Ilr w Y.•� '. vl NM MM aEfiW A • •r...E.aY Y.Oar osErr.vr ru..Ma .. w[ n w• w a CI.OSOaw Sr nl1 � ..E1 ti as • Y anl..•i.wwrnla.� • VICINITY MAP 34 530 WET ./- ULC OVERALL W'.. \J snE .11 wa �- QCn[11FiE r[rl�aa it . ry.flyyyy \6DVAD !0 K. JSJ---iwV EDy yy.E .yEl M L i W I• NIEE 1' rlw �y y yp Ile, '*% T WY. c" &OMA DESCRIPTION +1S1rK l♦ Yr YIO rY51L '1 — VaN a LM n n[ wn 4wLm .LN M Wi M' i V! ���E NN M iE1P lE 11! IWI Ex O(OM' / N�aOMOYOMT �a fir. ZI�i*r'ti�i�nill'Tiriic+ TnE wear .irE pOr/IIP(1 N(Q(HNOT OIaEDTMµp9 APPROVAL !M TI1yy�D1f��r'' l Ii D .IIOWIAI .KEPT 10. RIC 4 D4EnaY D14 Wppr(�syyw ro❑� �"'�ljOf EIW OO�DODai. CIETIPICAT■ Nil + kms. � � �eieT r • cerreD ll r el.iAL SIA 7"S 1. ASPEN 5LIRVEY ENGINEERS. INC x,D . a .Iwr ,NO, SEA ..»., �1 N Oma/ l r/' L / � M 1 V' 1 � / 1 T O / 1 O(OM' / N�aOMOYOMT �a fir. ZI�i*r'ti�i�nill'Tiriic+ TnE wear .irE pOr/IIP(1 N(Q(HNOT OIaEDTMµp9 APPROVAL !M TI1yy�D1f��r'' l Ii D .IIOWIAI .KEPT 10. RIC 4 D4EnaY D14 Wppr(�syyw ro❑� �"'�ljOf EIW OO�DODai. CIETIPICAT■ Nil + kms. � � �eieT r • cerreD ll r el.iAL SIA 7"S 1. ASPEN 5LIRVEY ENGINEERS. INC x,D . a .Iwr ,NO, SEA ..»., / 1 T / 1 / N % 7 r u+s 0 . YiNl. axnO fa Dx:1[:xxxecEsnawrM.lOf1+111.DDJ[nl[[R Vo[ GWYI, VOxm CouNx'.CO ru. mi N w 71 O(OM' / N�aOMOYOMT �a fir. ZI�i*r'ti�i�nill'Tiriic+ TnE wear .irE pOr/IIP(1 N(Q(HNOT OIaEDTMµp9 APPROVAL !M TI1yy�D1f��r'' l Ii D .IIOWIAI .KEPT 10. RIC 4 D4EnaY D14 Wppr(�syyw ro❑� �"'�ljOf EIW OO�DODai. CIETIPICAT■ Nil + kms. � � �eieT r • cerreD ll r el.iAL SIA 7"S 1. ASPEN 5LIRVEY ENGINEERS. INC x,D . a .Iwr ,NO, SEA ..»., LU X P, II. e 30 'UC AI%L\L 1510 UtNEFt ,L NO I LU PROJECT DIR ICABLE CODES: • WE a"U1NEY U.B.C. IND NMNOMENIS K01OOpa,H TRwR NNED ARCHITECT E M OF ASPEN BUEOING 0E1`011NENT % CODES. DOR W�NLSEs s MUFF, 1 ENERGY CODE: N10 TIE CONTRACT OttIYf2115. / MIN ENERDY CONSENVATDN CODE ME CONTRACTOR SNALL BE RESPWSIBIE FOR ME ACCLRAIE VG INFORMATION: iii PVLEYENT OF ML NEW CON9IMK'i1DH ON ME WE. ,IJYN AF - I' ME CONINCIOR S KWY Nl NNENBgxS ANO WE CON,mN, TEL: (970) 927-97M 25'-0• N`541AR IN S REM YMD SflBKK 30' (SFE WJNNIGE) canRPier�OOOCUULaN . OR SETRIEN ME DONl�wcT oDO Is um 40 FRONT k REAR YMO SETBACK N/A lOF, IEIBI4'N9 15' IAO MnINcK 515' Md <ONMA VED SIDE TAK) SETBACK NIA RG ]6.500 SF IFRE FAR. ROOK IAEA: — IN WE COrWLE — -- :. �fMBRNN9 ,R, CALCULAMONS 1NG FAR, MIDISPERYRTm BY Me HOME oNNERs /S6OCMTMN. IOE� AREA ACTUPL FAR. SF R LEVi S.F. S.F. L 1738 S.F. S.F .LR R LEVEL S.F. S SUB-TOTAL S.F. S.F. ;E/STORAGE S.F. S.F. UNDER O.H >3'-0' S.F. S.F. PROIEDIED TO PRIVVDIT OAWGE NA DERNgM . FNIURE TO S.F. S.F. OSED FAR. 50INDK IlE 6. ME CONINCTpi 51INL W NL CUTIVO. FIRING. OR PATCHING OF XIS/IER WORK TMT WY BE REWIRED M NIKE ITS WM .PNRB FTT OED AREA ACTUAL F.AR. SE! ? L1185 3.F. S.F. LEVEL 1738 S.F. S.F. R LEVEL S.F. S.F. SUB -TOTAL: 1738 S.F. SF. SE/STORAGE S.F. S.F. UNDER O.H >3'-O' S.F. S.F. S.F. S.F. P--, At A C7!_S UtNEFt ,L NO I LU PROJECT DIR OWER SHEET A0.1 WE a"U1NEY SYMBOL LEGEND • K01OOpa,H TRwR NNED ARCHITECT LOWER BOOR PIAN % CODES. DOR W�NLSEs s MUFF, vmfIIER ARCXIIECIURE RB MTYOID LINE N10 TIE CONTRACT OttIYf2115. MATS sroi NEMIMw ME CONTRACTOR SNALL BE RESPWSIBIE FOR ME ACCLRAIE SN]WW4A COLdVOJ BI66I iii PVLEYENT OF ML NEW CON9IMK'i1DH ON ME WE. ME CONINCIOR S KWY Nl NNENBgxS ANO WE CON,mN, TEL: (970) 927-97M N`541AR IN FAx (9m) 927876 , LaNura cc canRPier�OOOCUULaN . OR SETRIEN ME DONl�wcT oDO Is um STRUUCTURAL ENGINEER STRUCTURAL lOF, ExalwL canpiN)Ns. nonFY ME ARCNIIEC* AT DACE FOR INsmucnoN ON NOW TO PROCEED. S N . ENGINEERS LTD Md <ONMA A. SXOUID OCWR IN OR OMW1NGS 76 SUNSET D . UNITa lmy f CO. 61621 NS ME SPEDEK.SDE= ME DII M NKHE STALL E RE OGTNDME. NLESS A W1 INC CE W N DECRMN NpA ME BEEN D RRCNRECT E MQ/DR oESCP1BE5 A CVAIFlGTMN OR &TERWIE YEINOO ANp/OR WTERUlS. ITRI TEl (970)' 927-9510 FAT.'. (970) 927-0597 :. �fMBRNN9 5. ME CONTML'TOR SWLL CONFINE N5 ER OPDURWS ON ME SIZE To Cp11p1R MIDISPERYRTm BY Me HOME oNNERs /S6OCMTMN. SOILS ENGINEER 6. ME JOB WE SWLL M .TINNED IN A CLEW. ORDERLY CWDf11PN, AWE CDY� uNF NEE DEBRIS AND IIRER. AND SWLL NOT BE UNRFISON- B FACT SUB- ENCUMBERED WRN AIA' WTFIBALS OR EWIP ___-- Ci EACH P OF Ci NES//Xpi 0R REMOVE UPON CO,,Ui C(ry. ST 21PLOOE MY.ADDREMST �I � (9 AeaEl WIRK OE RI W KVRK SHAL REMOVE AlNL 721911 AND OEBRR AS OF RESULT M RS/NER CPEMiIOII. IM LJNEET — — — — — — NODI GM (IR✓6 ABOVE 7. ALL WTDILNS BORED ON ME WE SWLL BE PROPE%Y STACICED N0 Fm: ( I _ Fes' ( PROIEDIED TO PRIVVDIT OAWGE NA DERNgM . FNIURE TO �/E/� F'E''�/ MA YICINI I 1 MAP= -- --�__� PONF,ERIY 1wE PROIELT WIEIOAS WY M GUSE FOR RVECIION OF WORK. 50INDK IlE 6. ME CONINCTpi 51INL W NL CUTIVO. FIRING. OR PATCHING OF XIS/IER WORK TMT WY BE REWIRED M NIKE ITS WM .PNRB FTT ER PROPERLY AND SMALL NOT ENDWGER N OMER WORK W ODAA CURING. EMGVAMIO. M OMERWRE ALTERING TME TOT& WVRK OR B NA®I N IW OMER PMT OF M. NL PATCHING, REP.VRFNG ND REPVKONG W 4.1 WFIGIII A0 WRFKES CUT OR DQMMD W DIEW OF RORK 9¢f NDYiR 51MLL SE DONE WIM APPLKIBIE W1EA12R w TMT wwF u REDUCED MILL UPON COYPLETMN, TITCH WRROL. O SM9M B R`NDND MCNIO, SLIRFACES. t.t y�T NJIFN.R 9.% NO PoRiMN OF THE WORN A STOP dMR DEDIM N NI MEN BE COMMENDED, IXODL THE SUB'ASSMN NAS BEEN wBYRED, REVERED, BY THE IA B THE . ML SUCH s OF ME WORN SWLL BE B WRLL SFCM1X, N ACCORDSHCE WTINI RENEWED SHOP UMWIHR WO SANPLFS. INEVIE RIN03 !.1 SRET NRAI$A 10. DNETRMNS: A NL ONOBMIA SWLL TN PRECEDENCE OVER SULE D< DMNNGs B. ILL DIYDI%ONS ARE M FIGS OF STA MUM NOTED OMERVISE. C. COLJNG NEMM DIIAD $ ME FR(FF FNRH RWR SGB TO FAGS KITCHEN NDDN NNE OF FINISH DERjK WIOR& UN L45 NOTED OMFRRSE. RWY NLRHIR 11. CpORKiOR TO PROMDE ILL wcESRR' BLOCKNG. BF m. AND FFNI MR XHI! MOIRES. OXCMKN_ LMR. &C. EOUP . RECIEMED RFN5. AND AL OMDR KEYS REOIRROD. © RICRY IRRE 12..MERE LARDER MN OR F1,R14NG ARE REWIRED N COVER MNG AVO CONCK)m ME UIRMR RIA 93E OR NRRING LWL EYIDO ME "'Al !R`w L OF ME N& ROM NFD LONT1 RhRE TE FIITN9NG' O3 OOJR TYPE . I 13. PROWDE ALL ACCESS PANELS AS REC IIIEO w GOeERNN6 CODES TO ALL CONCF&FD SPICES. WMS. ATTICS. M. NEN9'I TYPE WEAMRD) RRM INRRIOR NLYRMX(9l To NBTNUTMN. "AN11. PSH 2-- A AES. B+¢T �'° N.LCFI I N.. &L NIL911 WIcc SWLL BE SFIECRD BY ME ORRR, fVRNR1IED Aro INRAam er caMRAcroR uraEss NarEo orHonnsE 1 mw01 E. W�olw ASPEN CO. BIG,I TEL 970) 925-9VI FAM: 4970) 925-PO4 MECHANICAL ENGINEER NAME MORm OTY. R MCOE LANDSCAPE ARCHITECT NAME ADDRESS MY. SF MODE FU: I ARCNITEMML 0 OWER SHEET A0.1 WE a"U1NEY M.I SIZE PIAN A2.1 LOWER BOOR PIAN A2.2 LWN RMR Rw A.I NORM N W EIEVAPONS N.2 WVM ELE ARON M.J BUILDING SECTIONS AOI.s Gr l'N6_H[-L.N_ Fl+gs A35.1 EMSTNO EXiMIONS RRUCTUML 51.1 FWNWTMN P SLI MNN BOOR FINING PLW SY3'1z.. IF F -M I ", �IU C0:Sr 7/77109 L J+ w Tw 1 V w Q O T( w m w CLw 2009-3 DRAWN BY CHECKED BY COVER SHEET • •KEMPNER A\CT IV'1L IfY ENV IEIL®PIE..,:AND S IFI'lE PLAN LOT 4 , 41I T'TLE TEXAS, P ITKIN COUNTY, CORRADO. � 0 sLE NESEs a SWWS NscLIrrIN sxoNM 3¢e. - 3m LIGAND AND NOTES 1 " 0 1. SNVCi MNL(XL OMAL .IM Vl . .1. f NIN W '-'"'t S."' mencL VICINITY MAP - 1 OinuT IITII OF 3rd TME .SIIMINr .1L 1 o ASE YLr w. INi W wLo IN E PREPARATION - OF IL LWA rearm .00xu3 O Ior /� � �/ o wl"T'LIR ,� r4 Loa FILM [ T _ °Lcwai R N"° co•AaMITI No. oe NOPoe AA1111 i ' 1 $ L E LW IED IW ] _ 11E OAi 1 O - LIME IfIL 1/ T ON I WWIIIENI FA' . /�. POLE] Lll[ •j Nd.T � o SCALE a. _ % • ! rn 11. Eo :LET • %• . ,� 38.530 SO.F?.•/- CALC OVERALL o Io So so .e 2 FWT [ TEARS �I !q SEPIK LI V% CRI Wli OF OR FOR T IF N•AL'rIP •f IAN LBN NOW O EIryELOr[ iW igEM]1 f0 R [WA LELM MD W L.3. wT mm .M. u+. Erns FR 115m wI iry NR�l 'I 3 IYS f IN.Oq N My LI1[AIIL M m.,.ieN.w ew. •34. E —TIE ]NL ,REGRETS QIN. N'EMN Y�DISION N.NNOI1LW f 2009 TO NYINIS 1 OKIf ION NO. SOOp FIRED NEW Np W L.S. NIS FOIE I•T II''PEWyMA LgQA(dp�D y Lp NIM YLT4TIVE LKIIEIA i1TIY1 N'NANNNEN AdIMI FEE N¢ sEL N sAe Iawiv3 voAo ' '-G' KCE35 TO Vy NE gdAI WE3 i Of LIRLE ia.LS LEGAL DESCRIPTION PRONm Ir /ASPEN SURVEY ENGINEERS. INC. Sse R. SILDf $TOM NPDI. aro. uul J��yyLL� /l�JI rlR11E/Pu IR)OI 9S3-SEII . f�_U- I JN .M. IEI)3♦ PFNVYr. N•N O"lll lAECXKO0 XDO11IlMlHT T� lipOFM�N K M.AIMONNMGO'NIIMT.NATNNI PN[Ci 1XE . NIY'INI !. NEI TME YR TNEE80F. J IOEXCE TROT COMWNITT DIVILOPUINT DIAICTOE•3 APPAOVAL MIS RDIMFE Kil Vltt dvELyE NIO 31 }E PLAN XAf FFd SFV IEEFO NE NrSo'I® Fl SME CMFMI tt OEVELONENT DIEKTM Of rlrxlX NWM1 MISWT or �p� Alp a SOEJECT To NIId13TII.LTI�DEC131 g11�_, NECMOEO A3 RECFIT 100 F) INOWEN. C ITv OEVELOrnFNT oIEE[ToN CLlRK -AND AICORDAR'3 CIATtIFICATIS /,lJm I,lolp MIS OPPOES�rCT1VIT! FNVELon AND SITE PLAN .3 MEN KCEITEo in N A.� FOR SKOEp I3e IM ME aOP TE CLESK W REMINES OP PITSIX CWMSV. 0 ADO MIS OAT OF 300_ IM PLAT POOR EF AT .1% 13 RECEPTION NO. _ _ aFSS AMO SECONOI- PRONm Ir /ASPEN SURVEY ENGINEERS. INC. Sse R. SILDf $TOM NPDI. aro. uul J��yyLL� /l�JI rlR11E/Pu IR)OI 9S3-SEII . f�_U- I JN .M. IEI)3♦ PFNVYr. N•N e: I 0 ENVELOPE FOR SEWER PIPE TRENCH TO BE HAND -DUG ACCESSORY ENVELOPE FOR NEW I.S.D.S.FIELD 9018 FLOOD PLAIN 0 38,530 SQ,FT,+/- CALC OVERALL SWING SET —''\ R SEPTIC UD 5' AP P / ",,81ruce 0"/9'r i \ fu i I \C� \262 \ R T \ 5 AP NSE 9. \ TIE WALL `— CONCRETE FLAGSTONE NOTE: SETBACK FROM HIGH WATER MARK REDUCED TO 60'FOR ACCESSORY ENVELOPE PURSUANT TO ADMINISTRATIVE DECISION N0. —2009 9019 FOUND REBAR AND CAP L.S. 9018 FOUND 1" PIPE A SITE PLAN (Po 15 N R AP PRM 38.5 MAO,, TO BI 250 a5 231 254 AP GRVL 2 A G VL 253 AP GR 32 AP GA Y �p\9' DRYWE R7 255 AP NSE i i Ei i i PROPOSED BUILDING 5 R 222 • DR 'Q, G,1, OF. ��R �1'O FBF c L ASSUMED LEVATION 1000.00' AP PRKG PRV ASPHALTL i \2crD 245CL ORV /247 \- HELL RV SEE BK 548 PG 922 Box ACCESS TO THE REMAINDER OF LITTLE TEXAS Ll JEAq e/Vaa 5T. -7/17/P9 5 49.26 2� w CL DRV w uj PROJECT NO. 2009-3 DRAWN BY SH CHECKED BY JW Srm PLAN QA.1 0 E a � LLI CL Y PROJECT NO. 2009-3 DRAWN BY SH CHECKED BY JW Srm PLAN QA.1 ISSUED Ba d Aq Givoa ( o r,,r 7 17/09 0 J as W W yy L PROJECT N0, 2009-3 DRAWN BY SH CHECKED BY .JW NEW LOWER FLOOR PLAN A?,,4T ISSUED Bd of AQ 6/1/09 0 uiW W 2 PROJECT NO. 2003 DRAWN BY SH CHECKED BY JW NEW UPPER FLOOR PLAN A#Z 2 Form No. OFFICE OF THE ENGINEER • GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 8683581 WELL PERMIT NUMBER 88208 -F APPLICANT DIV.5 WD 38 DES. BASIN MD Lot: 4 Block: Filing: Subdiv: LITTLE TEXAS APPROVED WELL LOCATION PITKIN COUNTY SW 114 NE 1/4 Section 16 1JAMES C KEMPNER TRUST Townshlp 9 S Range 85 W Sixth P.M. C/O RHONDA J BAZIL PC DISTANCES FROM SECTION LINES 632 E HOPKINS AVE 2512 Ft. from North Section Line ASPEN, CO 81611- 2284 Ft. from East Section Line f9701 825-7171 UTM COORDINATES (Metera.Zone:13.NAD83) tasang: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used In such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure 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. 2) Construction details for this existing well have not been provided to this office; therefore, It Is not known If the construction of this well Is In compliance with the Water Well Construction Rules, 2 CCR 402.2. The Issuance of this permit does not relieve the well owner of responsibility or liability In the event contamination of the groundwater source results from the construction or use of this well, nor does the Stale Engineer assume any responsibility or liability should contamination occur. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Roaring Fork River, on the condition that the well shall be operated only when the Basalt Water Conservancy District's substitute water supply plan, approved by the State Engineer, is In effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Ruedi Reservoir Is in effect, or under an approved plan for augmentation. BWCD contract #570. 4) The use of ground water from this well Is limited to ordinary household purposes Inside three (3) single family dwellings and the Inigatlon of not more than 1 acre of home gardens and lawns. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation Is In effect. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The average annual anrm;nt of ground water to be appropriated shall not exceed 3.73 acre-feet. 7) The owner shall mark the well in a conspicuous place with well permit number(s), name o1 the aquifer, and court case number(s) as appropriate. The owner shell take necessary means and precautions to preserve these markings. 8) This well must be located not more than 200 feet from the location specified on this permit. 9) A totalizing flow meter must be Installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. NOTE: Expired permit no. 84828 was previously Issued for this loth, APPROVED JSG State V