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HomeMy WebLinkAboutpitkin.eh.264326405002 (2011)I V.A Pitkin County Environmental P-alth Department Jnsite Wastewater Treatment Syst,.a (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #:2643-264-¢x-001 426 a - b S OWTS Use Permit #: I 0011.2013.powu Date Issued: 03/18/2013 Issued By: Kurt Dahl Expiration Date: 03/18/2014 Owner(s): I Carroll Drive Properties LLC Property Address: 314 Carroll Dr Legal Description: Lot 2 Ziff Lot Split Licensed Inspector: Carla Ostberg Inspection Date(s): 03/14/2013 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit concrete Two-compartment tank 1250 gallon Secondary Treatment Unit N/A N/A Absorption Area Gravelless chambers (Standard) 8 row of 5 (725 ftZ) Other System Components N/A N/A OWTS Use Status: ® In use at the time of the inspection. ❑Not in use at the time of the inspection.* *If the OWTS was not in use at the time of the inspection, it is recommended that the system be re-evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 95064 Date of Issuance: 11/01/1995 Date of Final Approval: 03/04/1997 # of Bedrooms or fixtures served by OWTS: 5 total bedrooms - 2 bedrooms in the CDU at 310 Carroll Dr and 3 bedrooms in structure at 314 Carroll Dr Operational Status: The system appears to be functioning properly and not in failure. The septic tank is in good condition and there is no evidence of saturation or surfacing effluent from the soil treatment area (covered in snow during inspection). Inspector Recommendations: Install an effluent filter in the second compartment of the tank. Department Recommendations: Install an effluent filter in the second compartment of the tank. Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department on the date of the inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible failure. Pitkin County Environmental Health Department K IN Onsite Wastewater Treatment System (OWTS) USE PERMIT APPLICATION COUNT'i 76 Service Center Rd Aspen, CO 81611 Website: www.aspenpitkin.com/ehnr/ Annlication for Continued Use of an Existing OWTS OWI.% Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 at www.pitkinassessor.orgLq Z 0,5 - 00 or jAddress* Contact/Applicant MAWn City, State, Zip: Purpose of Use Permit: ❑ PROPERTY TRANSACTION REMODEL/ADDMON Business Phone: Property Address: Fax Number: Email Address: Lot: Block: Filing: Subdivision: ❑ US Mail Residences: #of Bedrooms: Other fixturesluses: t jnn `''` a S --V, S -C 1V -f S �t p Gsl--+t 1( Property Owner(s)*: I Email Address: Cat,rro LL V� e s U C Owner's Mailing Address: City, State, Zip: 31 v l l 1, CO i Home Phone: Busines Phone: `Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (if not owner): Company: OC 4 - 5G jAddress* Contact/Applicant MAWn City, State, Zip: IL 1 Cell Phone Business Phone: Cl l 0 - 4 Li IcSi Fax Number: Email Address: (- Cin cx a; Indicate Preferred Method of Permit Receipt: mail Fax ❑ US Mail Licensed Systems Inspector: Phone Number: Email Address: Fax Number r r Mailing Address: City, State, Zip: 53 e [ 2 PLEASE READ BEFORE SIGNING: 1 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 this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading informatiope Applican natur / Date: -� P1 se allow 3-5 business days for processing of Use Permits. FOR OFFICE USE ONLY Received by EH Staff: Fee & Receipt #: Date: 1,r Onsite Wastewater Treatment Systems (OWTS) Use Permit Inspection Form COU NTi Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 i' Phone: 970-920-5070 Fax: 970-920-5374 Website: www.aspenpitkin.com/ehnr Inspection form for continued use of an existing OWTS Owner's Name: Address: Parcel Number: 2 4,'Lj 3_ all -,Ll -0 g_ 00 Inspection Date: ; Inspector's Name: 0 d I' Business Name: 01)1r) (►'-,C Phone Number a1 -7O Email: 0—CLI-1.0 , D Vfib Q n (liwuk ( lx� tY1 Pitkin County Systems Inspector License Number. A cony of this inspection report will be remitted to Pitkin County Environmental Health Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system passes or fails. QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied? YES NO If NO, how long has the home been vacant? How many bedrooms are in the home? If secondary treatment is used, who is the maintenance provider? ! RECORDS: L ^I Were system records available from Pitkin County?YES NO k l vs If YES: Permit number: C1-jO (p Date of Final Approval: C1-1 4UAS F1,0 (CA r16 o l # of bedrooms permitted: JD t Umu, + bct r z V V\A vv cc -s c D-"-�`-�cC e d Was an as -built drawing available? YES NO Is the as -built drawing accurate? YES NO ^ p If NO: Complete a drawing of the system on last page of this form as accurately as �jLQ `kef( `tsa TQC` possible. Any question marked FAIL will require correction before an OMITS Use permit is issued. SITE CONDITIONS: Proper grading, no evidence of erosion? PASS FAIL Improper vegetative cover? YES —_)i,'5� '�) Vj (_ v -e r Evidence of compaction such as heavy machinery or livestock? 0 YES Improper discharges such as straight pipes? PFAIL Evidence of high ground water? NO') YES Snow cover present? NO C Page 1 H TANK: Tank 1 NO Tank 2 PASS Tank 3 Does the pump/wiring/dosing siphon appear to be in good condition? Tank capacity i 2% gallons PASS gallons SECONDARY TREATMENT: gallons Tank material Is a secondary treatment unit present? YES NO UNKNOWN If YES, does the unit appear to be in good working condition? YES NO # of compartments Does the owner have a current maintenance contract for the unit? YES NO UNKNOWN Maintenance Provider: Phone: Field location verified by observation ports or probing: Ports Date of last pumping i (A2 A, `c s�n� CC vitr Liquid in observation port? NO YES Lids/risers in good condition PA I AIL PASS FAIL PASS FAIL Risers to grade S NO YES NO YES NO Riser height �Vr- Riser condition/watertightness a�Page 2 Inlet sanitaryT/baffle PAS FAIL PASS FAIL PASS FAIL Outlet sanitaryT/baffle PAS FAIL PASS FAIL PASS FAIL Effluent filter (if part of design) PASS FAIL N/ PASS FAIL N/A PASS FAIL N/A Condition of tank material AS ' FAIL PASS FAIL PASS FAIL Tank was pumped for inspection YES NO YES NO YES NO If YES, list the pumping company If NO, when was the last pumping Scum level (1st compartment) �° inches inches inches Sludge level (1st compartment) inches inches inches Scum level (2nd compartment) `' inches inches inches Sludge level (2nd compartment) inches inches inches Backflow (if pumped) -ASS� PASS FAIL PASS FAIL Midtank baffle FAIL N/A PASS FAIL N/A PASS FAIL N/A WatertightnessAS "- FAIL PASS FAIL PASS FAIL PUMPS/DOSING SIPHONS: is a pump or dosing siphon present? YES NO If YES, is the pump/dosing siphon functioning properly? PASS FW -IL Does the pump/wiring/dosing siphon appear to be in good condition? PASS FAIL Is the high water alarm working, both visible and audible? PASS FAIL SECONDARY TREATMENT: Is a secondary treatment unit present? YES NO UNKNOWN If YES, does the unit appear to be in good working condition? YES NO Excessive odors? Does the owner have a current maintenance contract for the unit? YES NO UNKNOWN Maintenance Provider: Phone: Field location verified by observation ports or probing: Ports If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. ABSORBTION AREA: Effluent surfacing? PASS' FAIL Evidence of past surfacing? � YES Surface dampness? YES Excessive odors? (:N�W- YES Field location verified by observation ports or probing: Ports Probing i (A2 A, `c s�n� CC vitr Liquid in observation port? NO YES If YES, record depth: inches 0-1k toKQ Fes rvui ,1.6 Ld Distribution Box or ADV part of original design? YES NO 11 UNKNOWN c If YES, is it accessible from grade? Is it level and in good condition? YES PASS NO FAIL �Vr- a�Page 2 1 �1 Any problems with the system that were not addressed in the inspection checklist? Please list any recommendations for the continued use of the system: Were any repairs done as a result of this inspection? N YES If YES, please describe the repairs. To the best of my knowledge and training, the information collected in this inspection is accurate as of ituQ.r( In t� , 20 J? Licensed Systems Inspector Signature: U ��^► Additional Notes: b 114 lyaf-'7 iG yV4 bl 1(!t' c C1 A OA A i �� �� I— .Q�iA A Clearly label any pictures and attach them to this form. Page 3 V) _ it itKIN Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) UNTf USE PERMIT CHECKLIST Permit for Continued Use of an Existing OWTS 76 Service Center Rd - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Website: www.aspenpitkin.com/ehnr Some items listed on this checklist may already exist in the Department files. Please contact this department to collect any necessary documentation, using the parcel ID# to identify the property, priorto scheduling an OWTS Use Permit inspection and/or submitting the OWTS Use Permit application packet. A complete application package must be presented at the time of your pre -application conference for acceptance. To schedule a pre -application conference, please call (970) 920- 5070. PLEASE INITIAL EACH ITEM TO INDICATE COMPLETION Only one copy of each item is necessary. Electronic versions of any or all of the documents identified below may be emailed to ehnr(a-)_co.pitkin.co.us before the date of the pre -application conference. OWTS Use Permit Application (completed) Site Plan (11x17) Should include general location of each OWTS, buildings, water ( courses, domestic water source(s), and other pertinent information. Building Floor Plans (11x17) Current floor plans for a property transaction; or Proposed floor plans for an addition/remodel that does not increase potential bedroom count or water usage of the structure served by the existing OWTS. Inspection report by a Licensed Systems Inspector A list of Licensed Systems Inspectors can be found at www.aspenpitkin.com/ehnr An inspection report is good for one year. Applicable Fee OWTS Use Permit: $100 Please make checks payable to Pitkin County Environmental Health Department. ,E L'Code' March 14, 2013 Rocky Tschappat rtschappat(aD-zbi.com CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 carla.ostberg(@_gmail.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 310 Carroll Drive Pitkin County, Colorado Mr. Tschappat, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) Use Permit inspection at 310 Carroll Drive. The subject OWTS consists of one 1250 -gallon two-compartment septic tank. The original system was permitted in 1991; however, in 1995 when an OWTS was permitted for an additional dwelling on the parcel, Individual Sewage Disposal System (ISDS) Permit #95064, the original absorption area serving the caretaker dwelling unit (CDU) at 310 Carroll Drive was abandoned and the tank serving the CDU tied into the new absorption area. ISDS Permit 95064 (associated with Parcel ID # 2643-264-01-001) was provided by Pitkin County Environmental Health Department. The "existing barn" referenced on ISDS Permit 95064 is the subject 2 -bedroom CDU. A letter dated October 24, 1995 from Nelson Environmental and Wastewater Solutions, Ltd. documents the tie in of the CDU into the proposed system. The septic tank appeared to be in good condition. Both the inlet and outlet tees were present. There is no need to pump the septic tank at this time. A record drawing notes that the absorption area consists of a gravelless chamber bed with 8 rows of 5 gravelless chamber units (presumably Standard Infiltrator® chambers) tied together via a manifold. The absorption area was covered with snow at the time of the inspection. There were no observation ports present, but a clearing in the aspen grove is the presumed area and is consistent with site plans. There were no signs of saturation and no indication of failure in the absorption area. This evaluation is not a guarantee of future system performance. This inspection is good for one year. This report should be submitted to the Pitkin County Environmental Health Department. The following links are the required application and application checklist. Application: http://www aspenpitkin com/Portals/0/docs/county/Com%20Dev/EHNR/OWTS%20Use%20 Permit%20Application.pdf Application Checklist: http://www aspenpitkin com/Portals/0/docs/county/Com%20Dev/EHNR/OWTS%20Use%20 Perimt%20Application%20Checklist.pdf Please call with questions. Sincerely, 0'aA Com- 0� Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # ITC 11042010 Exp. 2014 Inlet tee Outlet tee Approximate field area - clearing in aspen grove — no observation ports Parcel 10 # C _w 4=�1-aC►f ASPFN/PTTM'+N ENVIRONMENTAL HEALTH DEPARTM -. rT APPLICATION. FOR A JDIVIDUAL SEWAG�EE T f� DISPOSAL SYSTEI. ;DS) PERMIT' OWNER i •lliL, al" 9 J Bus_ Phone # .ung �ddres-j _ Home Phone Name of AG6-NT taus. Phone # Mailing Address- -Corl-d l - c�!' �i Home Phone # Copy of Permit to be Sent to: PERMIT IS FCR: O NEW INSTALLATION, O REPAIR, O ALTERATION NOTID E FAILURE, or {) EMERGENCY USE, for permit #, StREEf ADDRESS of Property: �L kr73 � LEGAL DESCRIPTION Of Property: lot _, block — tiling _, and subdiv. -1-ligde Size of Lot acres Type of Structure Proposed # t'EOROOI IS # LOFTS _, # GARBAGE DISPOSALS # DISHWASHERS ^, # CLOTHES WASHERS 4Wr.ter Supply: O- Private Well, {) Spring, O Stream, or O System (Public, or Private Name: } 1:3 PROOF OF ADEQUATE WATER ATTACHED? O YES or O NO HAS THIS PROJECT BEEN APPROVED BY PITiON COUNTY? O YES or O NO App4:atort for an IndMdual sewage disposal system permh Is hereby wbmhted. The undersigned acknowledges ttat the: above Fdonneaon Is hue and that [also information will Invalidate the application and airy fArbsequent permit. Issuance of the permit does not eKpficWy or impfieitly Imply the approval of any oVw permit requlred for cotmbucrion pursuant to Pitidn County codes. No construction may be undedaken until a approvais and permits have been obtained. The owner assumes all tespensibtTitrs In case of faifure or tnadequacy d M system. • 1 11� 51GNATURE OF APPLICANT - Date rhe application becomes invalid from the date signed. This Permit is valid only for the design as specified belaW. se«:rt tt..aa.e..eeerar.tttrtaaHEIOW FOR OFFICE USE INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT # S150 fee paid NO.. Date received Receipt # Received By DESIGN CRITERIA OF SYSTEM TO BE INSTALLED: Any changes m4tst be submitted and approved in writing. Ale,, 11,7 4 C tk'(- tr u�u �h4�raa7.�. r+sin �xiSlj �rrnL2t32�= cf45 # of Bedrooms: Percolation Rate: mpi, Average 9aiiy sato Flow: gallons. "jC4 re,1 at Is an Engineer Designed system needed? () Yes or (-(No W plans and cpedhcallons of are eogtocer shall be followed. Any changes must be approved In writing and the engineer spall ceRiFt the tinal Installation to the Environmental Health Department inwdlingj A40 h+int um Septic Tank Capacity /,?SQ -r, gallons AbsorpCton Area ©.3Sr square feet minimum - ( Absorption Bed, O- Absorption Field in Trenches, (:�Gravet-less system. O Pumping/Dosing Chamber, O Absorption Pit / A A 3U °/o re�ittA'C'i is dt10wed lu- i-aullvss c%k rch'rS il'Al"Ch Will re'ducL 'luz �)U&"e -Cc 4-d (I- + Wi2 cit Yo tha:uber� CZE' X Z`F las-fay ). list cfts;J�i bL/ S&kl clzded -- Stages requiring inspection: O Before excavation, O Upon completion and prior to placement of gravek {Before covering distribution system of absorption laid, ( Prior to backfill of any component and any situation deemed necessary by Environmental Health Department Staff. lt' dans m%d specifications of the proposed Individuai sewage disposal system haw been reviewed and are considered satisfactory. Permission Is hereby granted to the owner or his agent l perform the work indleeted above In accordance with thin Pitidn County individual Sewage OisposN fiegulagams M effect on the date or tssuG in addition to geameral prvAslons cat path In any attarfimenniss P s subJect :o rhe tone -Hing eddrt,onal teems and conditions t any:^r� APPROVED FOR ISSUE BY: l / � DATE OF ISSUE: :?,e above individual sewage disposal system has been Inspected I use by to fs!rrwlpilldri Environmental Health DepadmeM. The owner assumes oil responsibilities in case of failure or inadequacy of this -}stem Cornpiete es-buih drawing and all speciftcations of as -built -arc Included with Ihis permit I =1NAL WSPECTtON EiY: DATE OF FINAL INSPEC?iON: � :�JTI-tiJOD:JTCPCIW:PERMIT.6.1 130 $OUTft ALEfJA S , ASPEN, COLORADO 81611 ' Pk ION[_ ]03.9245070 " FAX303.920.5197 '.'f FPD 1/96 PRINTED ON MCYCLEO PAPEn !!• - . jns�u((a�+trn o� flu tit G�'�-5 n�t�sl I.Y` folldwcc) w -Go dc'r-i�t'�<< b tlu_ eo,1 iracfel^..4 4`j Se�,Jxcc1� cli5iu�x.[ ntr�.sE �u MajA4aincc -fT zL 4kL irri�a�►G� c1 Fch -in �%ke.. abwr, `a) Lecl. htcl stwatcl be tee I' d Q- ItLL c�tc Se*IS whiz,;-� r� hol�5 / w .5" %� we r t to C Fc'z/ d� z Its ;�cr� r�fCs .- s JFttcn m�i. the ` ul�+- G%u cod/ hacre {ct b� t?n�aszcl 10/24/95 10.37 10124/1995 H9:40 $303 94' 148 30392 A W ' Mr. Rockv Tsdiaonat S P_ ()_ Box 7347 Aeoen_ CQ 81612 S G M INC ROB MELMM. K �;, LTD j � ENVIRONMENTAL WALL P ASPEN/PITKlI'L' Q001 PAGE 02 Subhxt "is Evnluatlon and Percolation Tests for an Individual Sewaa_ a Svstern Dasitn for a Barri. ' Offi ca, Garage and Agricultural Buildinas at the Ziff Caretaker tPi_ on'[&s- R 23A and 53A, St bdiv - W,r d as arrolt Drive Dear Rocky, As requested, Nelson Environmental and Wastewater Solutions. Ltd., nerfortngd a soils .stuffy and percolation tests to design a septic system for the proposed building. We -conducted this study. in accordance with Article b of the Pitkin County tncitvtdual Sewage CUpM[ System ReoAe4tion. We have based our retc mmendeons on the subsurface conditions encountered. We will furnish this letter to the Aspen/Pitkin Environmental Health Departr wmt at our earliest convenience in order for you to obtain a peanit to construct this individual sewage system. ftang and Amoosed GgNMEbon_ There is airsady a byo-bedroom gardWcare#aker unit already eMstn uted on Lot 53A. The septic system for this building consists of a 1250 -gallon concrete septic tank and a seepage bed_of approximately 720 square feet The existing absorption field for this building, however, is in the approximate location of the footprint for the new agriculturai building. It will, theWore, be necessary to abandon the existing seepage bed and to construct the now system to include the wastewater flow from this two bedroom unit and garageMortcshop, as,weil as the new agricultural building. The proposed new agricultur at building is a stmeture of approximaWy SM square feet and will include another barn, ,faurinLiLerage, and an office with one .room to be used by three people for an eight hour work day. The property is on two tots in the Starwood Sut4ivision of approximately 3 to 5 acres. The drinking water to the all of the buildings is now to be provided from the Starwood Subdivision,. although there is an existing well water system on the property. The road and access drives are constructed to tine property and to the area of the new building. The new barn building site is on a portion of Lot 53A Both of the lots are covered with aspen trees and grass. Them is an irrigation ditch traversing the lower portion of Lot »�+ v�toe� r,.......,.,,. ernt...._ rw1 o•rc�s t1t�,.o Mtertt�?s.n�lno TT...«o 19n21 Q9'l.f7G<; 10/24/86 10:38 e303 e 5048 S G M INC 0 002 i9I2dJi595 A9;40 303923 6 EM NELSON, N ,LTD PAGE 03 Ziff Agricultural Building Soils Evaluation and Percolation Test liar Individual Sewage System Design Lots R -23A and 53PE, Starwood Subdivision October 24,193'5 Page 2 23A, but it is located more than 50 feet from the proposed new absorption area of the septic system and the location of the percolation test holes_ The ground surface of the proposed absorption field area appears natural throughout the proposed Site of the absorption field. The ground slopes to the Southwest at a 106 to 14% grade, In this area. An eight foot soil profile pit was excavated on October 23, 1995_ This excavation revealed that the soil in this Area consists of a dark silty loam topsoil up to two feet thick overlaying a fine reddish brown clayey sand Intermixed with red sandstone cobbles up to a foot in diameter_ The top thirteen to twenty inches of the percolation test holes was a dark black topsoil with a characteristic silty loam texture. Below the topsoil to the bottom of the percolation test holes, there was a reddish brown fm clayey sand of relatively uniform consistency_ The soil was well eonsolidatad and showod little tendency to swell. The subsurface soil conditions were evaluated with the standard percolation test Procedure at the approximate location shown on Figure 1. Percolation testing was pert ned in the proposed absorption area below and Southwest of the building sites_ The shallow holes were dug by hand to a depth of three feet -.The test holes were cleaned out with hand tools and gravel was placed on the bottom of each hole_ The percolation test holes were presoaked initially by adding water approzimatety eight hours before starting the percolation test measurements_ The test holes were refilled several times thereafter until aftemoon and were kept full for three hours before thetest hole measurements. t_ittte or no water remained in the percolation test holes after each of the initial presoaking periods_ Tha results of the percolation testing are presented in Table L The results Indicate the fine day subsoil has a perp Wein rate of 7.7 minutes per inch_ Tnis soil,is considered acceptable for a conventional infiltration trench design for the on-site sewage system_ v 10/2d/B5 10.38 12303 94948 S G M INC Q1003 SAf24l1995 A9-49 303923: ; BOB NELSON, w ,LTD PAGE 04 Ziff Agricultural Building Sols Evaluation and Percolation Te4t.for Individual Sewage; System Design Lots R 23A and 53A, Starwood Subdivision OctOW 24, 1995 Page 3 The soils and terrain in the area of the proposed building do not present any significant limitations to the construction of an on-site sewage disposal system_ We understand that the final design of the septic system is being completed by Dan Cokiey of Schmeussr, Gordon Meyer,. a Registered Professional Engineer. Without water conserving toilets, the ultimate wastewater now from the two egdculhlw buildings and iwo-bedroom caretaker unit is estimated to be about 360 -L-d ns.�er_day gallons .iron die ex stin_ g ' retaker unit ane �0 gallons generated by the adfic6 wrxkers during the day_ The minimum Pitkin County requirements for this installation miff be based on a system loaded at that rate. This flow would require another septic tank with a volume of 750 gallons far the new agricultural building, in addition to the one in.place for the caretaker unit, and a minimum of 3_50 square feet of standard absorption bed. If, in the future, another caretaker unit (assumed to be a three-bedroom unit) is approved for the new barn, the minimum requirements for the system would change to using two septic tanks with volumes of 1250 galbns each and absorption area of 780 square feet of standard trench or seepage bed, and 656 square feet of "lnfiitratof" " .trenches. Because it will be diffic ult ' to maintain the minimum saparMion distances .betw aon water and sewer and went lines in this area, we suggest that the standard, 44neh diameter, SDR35 PVC sewer and effluent lines be sleeved with a six4nchSchedule 40 or C -SW fine to prevent leaks_ We envision that the required absorption area can be provided with an "lnfiitratory "A seepage bed terraced on the contour of the hillside. A 30% reduction, allowed. by County regulations, would then require 546 square feet of area, configured in one or two beds with a total width. of 12 feet and 50 feet in length. Ltm[Wons: This report has been prepared in accordance with generally accepted pradioeg In this area for use for sewage disposal design purposes. The conclusions and recommendations submitted in this report are based upon date obtainad from our site visits at the location indicated: There is some passibility that the nature and extent of variations in the subsurface soils across the site may not have been evident at the time of this investigation, and may, need additional evaluation, if further excavation Cr 10/24/95 10:39 1.0I24f1995 89:48 $303 9 3948 303923 Z z f Agrimftraal Building Soils Evaluation and Petwletion Test far -Individual Sewage System Design Lots R -23A and 53A, Starwood Subdivision October 2d, t 995 Page 4 5 G H INC 0 SDB NELSM, NL ..j.L,D Q004 PAGE 05 reveals canditions different from those described_ This office should be advised of arty unusual situations as soon as possible so we may reevaluate our recommendations. If you have questions or if vie may be of further assistance, please cell the S"tnowely, Robert F. Nelson President Reviewed By, Dan Cokley, P.E_ Schmueser, Gordon, Meyer Engir Cc 50128') 128.00 . /3 z tlN- lid {f � off ��� ✓ � � � � �� �1 � � ti9 a r l r 79 \. J / m 42 p C C2 A 5 2 rw, r A LOWER LEVEL 1798 SF MAIN LEVEL 1794 SF INCLUDES FULL HEIGHT SPACE BEHIND LAUNDRY (48sf) UPPER LEVEL 1049 SF ADDITION 292 SF ATTIC 1 13 SF 5'-6" AND TALLER ATTIC 2 28 SF 5'-6" AND TALLER css>ti» LMw Yo 6G f>`D IHROU�,:-1 �itFCv, L RUK 2 V 04 tllslP ED:A;! Q4N61Z. y / / ` �jI Id- 1 cThm gmphic site vdomafian hes been iminomed kora the o ,Ml AMdectumi dmmag sal dated 0810&1991. This alormatron u presumed to be a—le arM coned(. 2. Existing grace = proposed grade TYPICAL DEMO Son ON NOTES: 1. Prior to comm ng any demolitior demnsWckon of the axxsfing structure a demollfion =T shall be attained from me Pdkin County z. Priv mma to ca=97 aedorewdtiorl, contractor ellen aai.rage all banang meanala as requested by I hem demanion m changes occur is the existing building, connector shell take cera to protea adjacent finishes mal met e..Is that are to be kapL d. Where demolition or neper ocwrs, conimtctor snail match the e=mbrg adjacent materials and fmishas —9y, unless otherwise rated. 5. Whe a Manges odor m the aacivk" rare that require adjustment to o8ar systems suM as elechneal, mechanical o fire sprinklerdr systems; cord eclor shell oiordnate me revisaas to memlein the system n -,,king,mor dung and after conswchan. 6. Rarer to structural drawings for revisions to sWauns, including shaing requirements for.—.g strurhlre for instel.ban of new sbucloal etermmb, 229 P.M OISce 29 5 Off— Box 529 Av Built C kredo 81821 974927-4925 fax 970-977.8578 ccyoRtuG--y rdibcb.mm ZIFF BARN PITKIN COUNTY, CO DATE: 01/23/2013 DRAWN BY: MSJ CHECKED BY: RC PROJECTNUMBER: 12019 ISSUE: PERMIT SET REVISIONS: EXISTING PLANS & AREA TABULATION SCALF As mcmaad — —7 ' I R I l ur4t tkMfi Os-Ir%y �.noN lJF�rjflxQrlti �. � f . i. t {. Oil- vinkm .2 LMw Yo 6G f>`D IHROU�,:-1 �itFCv, L RUK 2 V 04 tllslP ED:A;! Q4N61Z. y / / ` �jI Id- 1 cThm gmphic site vdomafian hes been iminomed kora the o ,Ml AMdectumi dmmag sal dated 0810&1991. This alormatron u presumed to be a—le arM coned(. 2. Existing grace = proposed grade TYPICAL DEMO Son ON NOTES: 1. Prior to comm ng any demolitior demnsWckon of the axxsfing structure a demollfion =T shall be attained from me Pdkin County z. Priv mma to ca=97 aedorewdtiorl, contractor ellen aai.rage all banang meanala as requested by I hem demanion m changes occur is the existing building, connector shell take cera to protea adjacent finishes mal met e..Is that are to be kapL d. Where demolition or neper ocwrs, conimtctor snail match the e=mbrg adjacent materials and fmishas —9y, unless otherwise rated. 5. Whe a Manges odor m the aacivk" rare that require adjustment to o8ar systems suM as elechneal, mechanical o fire sprinklerdr systems; cord eclor shell oiordnate me revisaas to memlein the system n -,,king,mor dung and after conswchan. 6. Rarer to structural drawings for revisions to sWauns, including shaing requirements for.—.g strurhlre for instel.ban of new sbucloal etermmb, 229 P.M OISce 29 5 Off— Box 529 Av Built C kredo 81821 974927-4925 fax 970-977.8578 ccyoRtuG--y rdibcb.mm ZIFF BARN PITKIN COUNTY, CO DATE: 01/23/2013 DRAWN BY: MSJ CHECKED BY: RC PROJECTNUMBER: 12019 ISSUE: PERMIT SET REVISIONS: EXISTING PLANS & AREA TABULATION SCALF As mcmaad -ddkm� ISGO 15-00 I F� 1 I NEW ROOFING MATERULL: i ENERGY -OD M IAN ALL NEW COMPNENTS OF THE THERMAL BUILDING j ENVELOPE MUST MEET THE REQUIREMENTS OF 1 THE 20091ECC TABLE 402.1.1 CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY S`MTlm 901 Mor heaha. mok'ng ae0 avie wmer Naong qu9ami. 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JN 1mJ I was lanl •_ Aa1 ato_. _ M 91_ ffi=OM.._un9 _A -DR_ ILg1lLJM1_ _ X ival . e prrrA..l.pmerFA-1 ...axm1A,19..kgAal.,9aafA9.,�199or :. 2009 IEC TABLE 402.1.1 GENERAL DOOR NOTES: 1. DOOR LEAF SME AND FINISH TO MATCH EMSTING 2. ALL INTERIOR DOOR TRIM TO MATCH EXISTING 3. CONTRACTOR TO VERIFY ALL R O. DIMENSIONS IN FIELD DOOR SCHEDULE Size Mark Width Height Desaipfbn Notes 1 30" I NEW ROOFING MATERULL: 2 60" I SYNTHETIC SHAKE (DAVINCI SHAKE OR SIMJ j I ASSEMBLY AND FINISH TO COMPLY WITH CURRENT COUNTY REGULATIONS 1 I I I GENERAL DOOR NOTES: 1. DOOR LEAF SME AND FINISH TO MATCH EMSTING 2. ALL INTERIOR DOOR TRIM TO MATCH EXISTING 3. CONTRACTOR TO VERIFY ALL R O. DIMENSIONS IN FIELD DOOR SCHEDULE Size Mark Width Height Desaipfbn Notes 1 30" 80" 2 60" 80" 22B M1d.nd AwKKI. Pmt Olfio. Bax 529 B—K Cd W. 81821 970-927.4825 fax 976927 -WB C-Y.T—G y—hi .a ZIFF BARN PITKIN COUNTY, CO DATE: 01/23/2013 DRAWN BY: MSJ CHECKED BY: RC PROJECT NUMBER: 12019 ISSUE: PERMIT SET REVISIONS: PLANS SCALE 'A' = 1'-0'