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HomeMy WebLinkAboutpitkin.eh.273503302001 (2016) (CDU)MW OIMONSITE WASTEWATER TREATMENT SYSTEM (OWTS) EH/NR CONSTRUCTION PERMIT 1 76 Service Center Rd. Aspen, CO - 81611 -wl--7.�hone:970.920.5070 Fax: 970.920.5374 Permit #: 0013.2016.POW2 Parcel ID #: 2735-033-02-001 Permit Issued: ®NEW CDU ETEPAIR ❑2EMODEL/ADDITION QANK ONLY FIELD ONLY X ❑AMENDMENT Owner(s): Cherrywood Trust Property Address: 1422 W Buttermilk Rd Legal Description: Size of Lot: 2+ Size of Building: Acres 9670 Sq. Ft Detached Accessory Unit: Size of Accessory Unit:_ ❑YES ENO Sq. Ft. The system is designed for: 6 bedrooms. (The bunk room only has 2 single beds and is being counted as 1 bedroom for 2 persons). Designed By: Kordziel Engineering, INC Project #: Phone #: 303-216-1919 Mailing Address Fax #: 303-216-9292 Email Address: C1026 Dated: December 2, 2016 PO Box 16267 Golden, CO 80404-6005 Perc Rate: 0.9 LTAR (TL2) Profile Hole Depth: 9 ft Depth to Groundwater Minimum Tank Capacity: 2400 gallons Minimum Absorption Area Permit Conditions: or Bedrock: >9 ft 1333 ft2 (TL2, soil treatment bed) 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 permit is for a new, 6 bedroom OWTS system. The existing OWTS system shall be properly abandoned and the existing tank shall be pumped, crushed, and/or filled or removed and evidence of proper abandonment submitted to this office as part of the final approval of this permit. The system shall consist of sewage pumped to a 2000 gallon, 2 -compartment septic tank with an effluent filter in the second compartment. Effluent from that tank will flow, via gravity, to a 1000 gallon, 2 -compartment septic tank with a biotube pump vault in the second compartment. Effluent will be pressure dosed to an automatic distribution valve with an access riser. Effluent will then be distributed to a 3 -bed soil treatment area with 2 rows of 10 Eljen A42 modules over a 12'X 41' by 1 foot deep sand filter in each bed. The soil treatment area shall be a minimum of 11 6'to any well and any stream, 41' to any dry gulch, 20' to the residence, and 10' to the property line and any lined irrigation ditch. The septic tanks shall be a minimum of 5' to the structure and 10' to any lined irrigation ditch. 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. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: ,: > "_ 7__ t',Z ' Date: 12/15/2016 Expires: Installer: ori 'License #: -e- v t Q? 0 C) � — Reactivation Authorized by: Final Apr—, `s)J'-�� _- Date: j t New Expiration Date: 0a16•zv'?. �ow� OONSITE WASTEWATER TREATMENT SYSTEM (OWTS) =F-H/INIR CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd - Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pitkinassessor.orq): 2-'735 03 o 2 - Purpose of Permit [3 NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Property Add N& W Buttermilk Road, Aspen, CO 81611 Lot ( Block: Filing: Subdivision: Joyce K. Murray Trust Property Owner(s)* Email Address: Aspen'Gray, ray, L.L.C. Owner's Malliny Address: City, State Zip: PO t3ox 471224 Ft. North, Texas 76147 Home Phone: Business Phone: (940)682-7000 `Contact information must be provided for the owner signing this application Primary Contact Person/Applicant (if not owner): Company: Rick Watkins RWW, Inc. dba Mesa Properties Contact/Applicant Mailing Address: City, State, Zip: 7325 E Peakview Avc. Centennial, CO 80111 Cell Phone: Business Phone: (720)313-0077 (303)694-4080 Fax Number Email Address: (303) 694-3021 kseitz@mesaproperties.org Building Permit # (if applicable): Lot Size (in acres): 2+ acres Size of Building (square feet): Number of Potential Bedrooms: 9,670 Total Living Sq. ft, all stories 6 Detached Accessory Unit? ❑ YES rN NO Size of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the Accessory Unit: n/a Water Source: r�I ❑ PRIVATE WELL ❑ SURFACE WATER ❑ SPRING COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): Beach Resource Management Engineering Firm: Job Number. Phone Number. Fax Number. Kordziel Engineering C1026 (303) 216-1919 (303) 216-9292 Mailing Address: City. State, Zip: PO Box 16267 Golden, CO 80402-6005 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 acknowledgethat EHtNR may revoke any permit 1 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. e by EN/HR Staff: 1,49 Witch 8. 2008 Svc, _,Fee & Receipt # IS const Forms\OWTS constru Gtirn Date: 5/16/13 Date: 5/16/13 Date: 6'd 0091, 7,89 O'b6 110SO101A d 1,&V0 C 6 9L ABA O ONSITE )OSTEWATER TREATMENT SYSTE,__ �OWTS) EH USE PERMIT APPLICATION CHECKLIST 76 Service Center Rd • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 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 y of each item is necessary. OWTS Use Permit Application (completed) Site Plan Plea e,irndicate the type of document to be submitted below. J2SJ 11" X 17" and/or rJf Electronic document emailed to ehnr@co.pitkin.co.us before the date of the pre -application conference ❑ All designs must be 1" to 20' in scale Site plan must include locations of existing wells, buildings, property lines, ditches, water lines, springs, irrigation lines, drinking water cisterns, drain tiles, water bodies, wetlands, riparian areas, floodplains, dry gulches, and existing OWTSs. Soil Testing Notification & Report (must be provided by a PE) ❑ This Department should be notified when soil tests are conducted. A 2"- 4" perforated PVC pipe should be placed in the soil profile hole for monitoring purposes. Report must include percolation test results and the soil profile evaluation. Building Floor Plans 11" X 17", or submitted electronically to ehnr@co.pitkin.co.us before the date of the pre -application conference. Land Use Approvals & Other Relevant Permits & Approvals ❑ Recorded Site Plan that designates approved envelope(s) for development. If the property is exempt from this requirement, please have a Community Development Planner email ehnr@co.pitkin.co.us with confirmation of the exemption. ❑ 24" X 36" and ❑ 11" X 17", or electronic document emailed to ehnr@co.pitkin.co.us before the date of the pre -application conference ❑ Copies of all land use approvals, as well as all other documentation relevant to the siting of the OWTS(s) and any other development on the property (e.g., Resolutions, Administrative Decisions, recorded easements). Comments from EH/NR regarding Land Use review referrals can be accessed by opening http://www.ast)envitkin.com/Pdfs/depts/7/t`anduse.pdf and clicking the blue link in the "Referrals" column. Referral comments more / than 2 years old may need to be requested from the County Planning Department. Construction Management Plan ❑ Required & Obtained ❑ Not Required Requirements: htto//www.aspenyitkin.com/pdfs/depts/7/CMP Manual.0df Forms: http://www.aspenpitkin.com/deotsl7/b/dodiv.ctm Proof of Adequate Water Supply Legal water supply must be demonstrated in accordance with Colorado water law and meet the requirements of the Pitkin County Land Use Code. ❑ Private systems: Proof generally includes a well driller's report, well permit issued by the Colorado Division of Water Resources, final augmentation plan (if required), and a recent pumping report. Wells must be drilled before an application will be accepted. XPublic systems: Proof generally includes a letter from the CWQCD - approved public water system confirming it has sufficient water to supply the development and it has agreed to do so. Initial Site Inspection ❑ All components of the OWTS, as well as the proposed buildings, water source, and other pertinent physical features must be clearly staked and labeled prior to the inspection. Inspection must be scheduled between May 1 st and Oct 31 st, unless otherwise approved by EH/NR. _Applicable Fee ❑ OWTS Construction Permit: $1,023` ❑ Tank Only: $523' 'There is an additional Administrative Fee of $175.00 for properties in the Town of Snowmass Village. Please Make Checks Payable To: Pitkin County Environmental Health & Natural Resources Department TO SUBMIT A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN OWTS CONSTRUCTION PERMIT THE FAST TRACK WAIVER MUST BE SUBMITTED TO COMMUNITY DEVELOPMENT WITH YOUR BUILDING PERMIT APPLICATION. Please note that this waiver only allows for the submittal of the Building Permit Application. It does not allow for the issuance or approval of the Building Permit without OWTS Construction Permit approval from the EH Department. GAOWTS March 8, 2008 NEW REGS\Office - Admin\Forms\OWTS Const Forms\OWTS Construction checklist.xis updated:3/20/09 C OWTS DESIGN CALCULATIONS - for Pitkin USING LTAR Owner's Name Parcel ID # House Size (sq. ft.) i'}b' (75 gpd or 100 gpd) 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 1200 State Review Required? no LTAR (T) Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1800 Minimum tank capacity 2250 gallons Absorption Area (=B20 X 1.0/1317) A= Q x 1.0 loading/ LTAR A = 2,500 sq. ft. of absorption area required Absorption Area (—Q/5 X CURT per . rate) 1471TH SECONDARY TREATMENT ENT (no leading factor) A= 2,500 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel 2250 2500 228 253 Dosing 2000 2000 203 203 Chambers 1750 2250 177 228 Max Allowable 1250 1750 127 177 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 2250 2500 228 253 Dosing 2000 2000 203 203 Chambers 1250 2250 177 228 Max Allowable 1250 1750 127 177 164 SETBACK FROM WELL # of feet = 114 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 89 SETBACK FROM DRY GULCH # of feet = Q Q KOtRDZIEL__--. ENGINEERING, INC. P.O. Box 16267 Golden, CO 80402-6005 phone 303-216-1919 fax 303-216-9292 March 8, 2017 GrayWest, LLC Attn: Ralph Gray P.O. Box 471224 Fort Worth, TX 76174 Subject: OWTS Installation Observation, Proposed Residence 1422 W. Buttermilk Road Pitkin County, Colorado Project No. C1026, KEI No. 1462 Pitkin County OWTS Construction Permit 0013.2016.POW2 Mr. Gray, As requested, the installation of the onsite wastewater treatment system (OWTS) at the subject site was observed. The OWTS design was presented in a report dated December 2, 2016, under our Project No. C1026, and Kordziel Engineering Project No. 1462. Observations were performed on April 12, 2016, December 27, 2016 and February 21, 2017. At the time of the final observations, the 4 -foot diameter vault with solids handling pump, septic tanks, effluent pump system, pump lines, automatic distributing valve (ADV) and soil treatment area (STA) were installed. The pumping system and ADV were tested, as well as the pressurization of the laterals. The system was installed for a 6 -bedroom residence with greater than 6000 square feet of living area. The installation included one 4 -foot diameter sewage ejection vault with a solids handing pump. This vault was designed and installed separately from this OWTS design by another firm. Wastewater is pumped from the vault via a 2 -inch diameter pump line, transitioning to a 4 -inch diameter sewer pipe prior to entering a 2000 -gallon, two compartment septic tank. The inlet tee of the 2000 -gallon septic tank is angled upward slightly to accommodate for drain back into the ejection vault after each pump cycle. An effluent filter was installed on the outlet tee of this septic tank and at the time of our inspection required a handle extension for easy removal and cleaning. Effluent gravity flows to a 1000 -gallon two- compartment septic tank with an Orenco® ProPak pump system in the second compartment. The pump floats were set to dose approximately 90 gallons each pump cycle. The control panel for the pumping system is installed within line of sight of the septic tanks. Effluent is pumped via a 1.5 -inch diameter schedule 40 pump line to an Orenco® Model 6403 ADV, which was installed in an insulated riser at the high point of the system and made accessible from grade. The pump line has a minimum slope of 1 % for proper drain back into the pump chamber. r Installation Observations Project No. C1026, KEI No. 1462 Page 2 Effluent is distributed to three pressurized 12' x 41' beds with a minimum of 1 -foot of ASTM C33 concrete sand installed at native grade. Two rows of 10 Eljen® A42 modules were placed on top of the sand filter material in each bed and connected with level 1.5 -inch diameter manifolds. Effluent is pressurized through 1.5 -inch laterals, with 1/4 -inch orifice holes facing UP (12 -o'clock) with the first and last holes facing DOWN (6 -o'clock) for drainage, 3 -feet on center. Laterals were placed inside 4 -inch diameter perforated SDR 35 pipe (with holes at 4 and 8 o'clock), per Eljen@ specifications. Each 1.5 -inch diameter lateral ends in a sweeping ell facing up with a ball valve for flushing. These were cut to grade and covered with a valve box for access. Inspection ports were placed in the sand filter material at the corners of each bed. The remaining observed components of the OWTS were installed in general conformance with our design and per the attached surveyed record drawing. Our installation observations do not imply a guarantee or warranty of materials or workmanship. If there are any questions, please call. Sincerely, .rts" Joseph C. Kordziel, P.E. Principal Kordziel Engineering, Inc. �P©0,51 y C. 1ip9O�iJ+�O 0 29994 SS�aNat E�� Ecopy sent, ecopy to: Pitkin County Environmental Health Department KORDZIEL`' ENGINEERING, INC .._ -- P.O. Box 16267 Golden, CO 80402-6005 phone 303-216-1919 fax 303-216-9292 Photographs / Installation Observations / C1026 / KEI No. 1462 1422 W. Buttermilk Road, Pitkin County, Colorado Tanks bedded with screened rock s--�e�� _ . ,. --�.. .� �.. 4 � � \P � r �r ,� _. -. � � .� 7- � ,. [ "� -� / ' f'_ /� •a . . � w z��' �,.`.� ._ � ' . � ..�. at C Installation Observations Project No. 105 Page 3 Piping run over modules, inspection ports installed Installation Observations Project No. 105 Page 4 Laterals run through 4 -inch pert pipe 11111111111110 Installation Observations Project No. 105 Page 5 Separation fabric over pipes and modules • 1 Installation Observations Project No. 105 Page 6 Ejection pit / clean out / control panels OF" Inlet tee, first tank (angled upward slightly) nel for effluent pump Effluent filter needs handle extension Inlet tee, second tank Installation Observations Project No. 105 Page 7 Orenco ProPak ADV A lu Driveway \ (Under constuction) \ E,o,, # Y/ cP� o. aan G1[[M P ---T .- TA NIN Ba1Ne P141� AULT AV TECMC C4WMIIBN(.YE PUIP NFo..]BNIS A Pi APPEM/X A o• cesav Arppen xao cacaa taY.WPMBeNT - 3'P)a TAM' -- BanAfE Vicinity Map &ale 1" =1000' 1 � Da GL/ [A 2RA[ H.,1 80'SkfDi6ya fA( I.O'JMIH A B.NL YM 1£ N A iP LYA YAL1F BOX (pR pY �PM1r_J �. �Rl�-' � \Civ � v V afai 5u 1p•c � 1 \ \ \ \ \ \\ \\ . , ,'mire Lot / "_ /Oo' TOTTAf SURFX]7,Vl SdRn 727 Blake Avenue .. O/drxnod Sp gT, Colorado 81601 (970) 928-9708 (FAX 947-9007 .� ✓eHOfPT- ldr S PTS IC 4 --BUT IL Y MfI,4P I ,a Lot /, Joyce K Afurray Trust, \\\ County of Pitkin, State of Colorado ASZ'PTIC fIS=BUILT ff,4P 00 GRAPHIC SCALE Cmtev Ini - ,.D foot ®p - 1.tlH.tl AvYr COY - T - SO... Noel tooakeetlm O - S,fP.enee PN - fiot o.roe� ®-Poe. eul ®- DlRvwnort Tock A.F 7 sAR£Y u81saABCle m`wa°e��a`BavAS Mtlae.MAaAn 06SOiPm AS TCI PA/dY LRLf[ Mf1e Cftf204D BiaW ARt£11I0 INE PAMlTIIY CM Be 0.1e [E.MM/MY)41fnl Al.0 ACpNAD2YCDMCIS BE EIkYA RY6 QSleai IX,RTC IIdE SLRIfi Y. )/K ElEIn DIYb'YAY (YI.IA6£ AaYIX.O/T >a Be .AAPIEY OC£ ro ^ GWeAYAI, FAV�/i ACR OF MAN CR OBe1P FAC/APS DfBSFDF[ INS CRIPIGe YAY ACT ALq.CA D3Y BfgCT fSfYAaW.( OPAMM ATO BAAML1aE PATBIdV AFR1P lle OAe OF lT£ sAatrv. FASrnIBqvv�ls Ale saw PBi ne Aur M/LS5 Nwm BneBPrg la PMr tr INT PSfw rnav ne Ian- rBAe Atamatw As CfFN[B er TfMA EmPrwr PF 02/14/2017 BH P1S RK/R M)E IP .S rdrvBTtar's CsrliiYorsb.• 4 .kfPq APa, htt4 N AoakY eaSY1 IMf / ow a Rew..M.d faW � eya IiP'o�onn4 � aN �h � IM bmMn and NTD'Adw m _,Wm — 141A9A9 Nest Buttermilk Road=- ✓T j P.r .?slyer✓„ Colorado 81611 .11 1/26/2017 j 1 N Except for Soil Type 0, the LTAR may vary, depending on the Soil Type and the Treatment Level of the effluent. You may adjust the LTAR for Soil Types 1-5 by choosing different Treatment Levels, but for Soil Type "0" the LTAR will always be "1" regardless of Treatment Level. Remember that HLT systems are always pressure -dosed, so no additional sizing reductions are given for Manufactured or Chamber distribution media for HLT systems. Enter Design Flow (gpd) 1200 Enter Number of Bedrooms (including office(s), ADU, etc.) 6 Select LTAR 0.9 Enter Additional Flow in GPD 0 Select Effluent Application Factor 1 FOR See Distrbution Media Tabs below for design details TRENCH STA 1067 BED STA 1333 FOR TL1 w/ GRAVEL DISTIRBUTION MEDIA I CLICKI HERE Ito go to /return to this TAB TRENCH STA 1333 BED STA 1600 FOR . DIST. MEDIA CLICK 1102M to go to/ return to this TAB TRENCH STA BED STA 1440 R TL1 w/ CHAMBER DISTRIBUTION MEDIA I CLICKI HERE Ito go to /return to this TAB TRENCH STA 933 BED STA 1120 CLICK I H E RE Ito go to / return to this TAB t�salate Distirbtr bnPipe Volume CLICK HERE Ito go to/return to this TAB ET systems are sized based on the wastewater flow and Lake Evaporation Rate at the site. 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