The URL can be used to link to this page

Home My WebLink Aboutpitkin.eh.246524302002 (2014)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. 8/22/2014 11 Pitkn County Mail - 2014- 27, Trapper Ln r -k A N .Vit N'f Bonnie Shiles<bonnie.waechtler@pitkincounty.com> 2014 - 27, Trapper Ln 1 message Linda Kimmel <Iinda.kimmel@pitkin911.org> Thu, Aug 21, 2014 at 4:10 PM To: adele.l.lujan@usps.gov, William Mast <William.Mast@co.pitkin.co.us>, AnnMarie Prince <AnnMade.Prince@co.pitkin.co.us>, Bonnie Shiles <Bonnie.Waechtler@co.pitkin.co.us>, Brian Nichols <brian.nichols@aspenfire.com>, Brian Pawl <Brian.Pawl @pitkincounty.com>, Brian Pettet <Brian.Pettet@co.pitkin.co.us>, Brittany Rosselot<brittany.rosselot@pitkin911.org>, Bruce Romero <Bruce.Romero@pitkin911.org>, Cory Garske <Cory.Gars ke@cityofaspen. com>, Dawn Sager <dawn_sager@cable.comcast. com>, debra.pattison@pitkincounty.com, Debby Payne <Debby.Pay ne@pitkincounty.com>, gavette@carbondalefire.org, Ginny Bultman <Ginny.Bultman@pitkin911.org>, APCCC email <dispatch@pitkin911.org>, Janice Vos <Janice.Vos@co.pitkin.co.us>, Jan Schubert <jan.schubert@pitkin911.org>, Jeff Rice <Jeff.Rice@cityofaspen. com>, Jim Wilson <jimw@basalLnet>, Joanna Schaffner <Joanna.Schaffner@co.pitkin.co. us>, Kathy Rogo <Kathy.Rogo@cityofaspen. com>, karen.k.heier@usps.gov, Kurt Dahl <Kurt.Dahl@co.pitkin.co.us>, Lea Vasten - Meredith PO <Leatrice.E.Vasten@usps.gov>, Lee Ledesma <Lee.Ledesma@cityofaspen.com>, Linda Manning <Linda.Manning@cityofaspen.com>, Lori Quinlan <lori.quinlan@pitkin911.org>, Mary Lackner <Mary.Lackner@cityofaspen.com>, Qwest Addressing <Omaha.AMC@gwest.com>, Ray Gendron <Ray.Gendron@co.pitkin.co.us>, Sam Irmen <Sam.lrmen@cityofaspen.com>, Scott Thompson <sthompson@basaltfire.org>, Susan Pearson<Susan.Pearson@co.pitkin.co.us>, USPS Carbondale <carrie.katsis@usps.gov>, USPS Old Snomass <Debra.K.Reams @usps.go\/>, Vicki Monge <Vicki.Monge@co.pitkin.co.us>, Fran Soroka <Fran.Soroka@co.pitkin.co.us>, Gary Tennenbaum <Gary.Tennenbaum@co.pitkin.co.us>, dion.r.helmick@usps.gov, Reza.E.Tehrani@usps.gov The Addressinq Division has assigned a new street name and 3 new address numbers on the newly named street. Intersectinq E Sopris Creek Rd at armrox MM 2.5, the new street name is Trapper Ln. Two existing homes are on this street, and 1 CDU to be built. The Lat/Long for the origin of Trapper Ln is 39.337975 -107.056333 , . See below for PIN, owner, former and new addresses. PIN/246524302002 Owner/ Bob & Sue Pietrzak, LLC Former address= 2053 E Sopris Creek Rd New address = 93 Trapper Ln New address for CDU to be built = 141 Trapper Ln l Former address = 2051 E Sopris Creek Rd New address = 182 Trapper Ln Linda Kimmel, Emergency Dispatcher II Addressing Division Pitkin County Regional Emergency Dispatch .® 2014 - 27, East Sopris Creek Rd.pdf 144K https://mail.google.corrVmail/WO/?ui=2&ilr-661115d810&mn pt&search=inbox&th=147fa9fO9f5e6ldO&std1 147fa9fO9f5e6ldO 1/2 Ik186 Sticky Note New address: 141 Trapper Ln PARCEL:246524302002 OWNER:PIETRZAK, BOB & SUE LLC Ght-�- .2055 s, ,=2053 91x Ik186 Sticky Note Old Address :2051 E Sopris Creek Rd New address:182 Trapper Ln PARCEL:246524302002 OWNER:PIETRZAK, BOB & SUE LLC Ma i n Ik186 Sticky Note Old address : 2053 E Sopris Creek Rd New address: 93 Trapper Ln PARCEL:246524302002 OWNER:PIETRZAK, BOB & SUE LLC /-- a ren r o � � 1TKIN COUNT WASTEWATER TREATWNT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit#: 00432013.POWT Parcel ID#: 2465-243-02-002 Permit Issued: ®NEW CDU []REPAIR ❑REMODEL/ADDITION ❑TANK ONLY []FIELD ONLY ❑AMENDMENT Owner(s): Bob and Sue Pietrzak, LLC Property Address: Legal Description: Size of Lot: 46.5 Acres Size of Building: ft, Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: ®YES []NO 1000 Sq. Ft. Designed By: -All Service Septic Project#: C1052 Dated: 91M13 Phone #: 970-309-0484 Mailing Address: PO Box 2844, Glenwood Springs Fax #: 303-216-2796 Email Address: Carla.0stbero0ornail.com Perc Rate: .85 LTAR Minimum Tank Capacity: 843 Profile Hole Depth: 8 feet Depth to Groundwater or Bedrock: ➢ 8 feet Ions Minimum Absorption Area: 715 ft2 w/ 10% reductiori 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 1000 gallon, 2 -compartment septic tank with an effluent filter in the outlet. Tank risers much be accessible from grade. The tank will then gravity flow to a distribution box which will evenly distribute effluent to 2 beds. Distribution box must be accessible from grade. The each bed will consist of 3 rows of 12 Infiltrator Quick -4 chambers. Al least 6' of undisturbed soil will be left between beds. Observation ports will be installed at the end of each bed. 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. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Bryan Daugherty, REHS Installer: SgJo.�tn_ 'V - Date: 11/1/13 Expires: 11/1/14 Authorized by: Final roval Issued't3y� \ ` — 11 Date: -y /� /' New Expiration Date: ❑ cam„o.. I�4vc hY 'i l4"L6/I D*NSITE WASTEWATER TREATNOT SYSTEM (OWTS) MEHINK CONSTRUCTION PERMIT -APPLICATION 76 Service Center Rd Aspen, CO 81611 Phone 970.920 5070 Fax: 970.920.5374 Parcel IDR (available from the Pitkin County Assessor's Office / /• 0 �� 970.920-5160 or at www.oitkinuseasor.oral: t Purpose of Permit. NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or RemodellAddition (approximate). co X16 1Z ' ZN 4 ' Business Phone: Property Address. - CA: -JEW P. - r W K.Ce - K Lot Block Filing: Subdivision 11 Property Owners• Email Address. z7fiF � LC. o • Car AA, Owner's Mailing Address. City, State. Zip. EK 2 Home Phone B 7;�� Z0 tz A 3 o 'Contact information must be provided for the owner signing this application Primary Contact Person/Applicant (if not owner)- Com any: S - o t t ContactiApplicanl Mallin Address. City. State. Zip. 0 2 co X16 1Z Cell hone: Business Phone: ol. S Fax Number. Email Address. Water Source: XPRNATE WELL F] SURFACE WATER L� Building Permit s (if applicable)" Lot Size (in acres) 46. S Size of Building (square feet) 10 0 Number of Potential Bedrooms. 3 Detached ❑ YES El NO Accessory Unit? Size of Accessory Unit (square feet). Number of Potential Bedrooms In or Fixture List for the Accessory Unit'. Water Source: XPRNATE WELL F] SURFACE WATER ❑SPRING ❑ COMMUNITY/PUBLIC WATE0. SYSTEM Name of Community/Public Water System (if applicable). Engineering Firm: Job Number. Phone Number. Fax Number. a1u.yEawrs G 1bS2 9�o.618.5'o3Z 3o3.21L-Z+ 16 Mailing Address City. State. Zip 0-,n 241 r4 C _W woo,7 SL,o S(6o Z PLEASE READ BEFORE SIGNING: I certify that the above Information is complete and accurate and that I have provided complete and accurate information in all of the documents included In my application package. I acknowledge that EHINR may revoke any permit I am issued It my application is found to contain any Inaccurate, false, or misleading Information. 1 understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is Issued. Owner Signa a (Requir Date- �1 �0 Appli nt Signal Date: b. 21S • 13 "2FI SE ONLY IHR Stab. Fee & Receipt S. Dale Prddri County Environmental Health Department Contact Log Sheet Name: ParcelAciclress. Person SiJoken To._ 6-p4iments /Adon to be Taken- ...... Initials Time os i4� ",irA loseP'% A I ; LRJ. . rIk<, a te . ")o r' 0 33 Four Wheel Drive Rd ALLCarbondale, CO 81633 !!0.3093359 lic h p November 23, 2013 Gavin Brooke Land + Shelter aavina,landandshelter.com 2 71a3_r,z_CnL4 C�63 Onsite Wastewater Treatment System (OWTS) Installation Observations Peitrzak 3 -Bedroom Caretaker Dwelling Unit (CDU) 2053 E. Sopris Creek Road Pitkin County, Colorado OWTS Construction Permit 0041.2013.powt Gavin, Project No. C 1052 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on November 13 and 21, 2013 for the subject property. Savage Excavation installed the system. The house was not yet constructed at the time of the installation observations; therefore, no measurements have been provided on the record drawing. The installation included a new 1000 -gallon, two-compartment Valley Precast concrete septic tank with an effluent filter on the outlet tee in the second compartment. A handle extension will be added to the filter for better accessibility from grade. This filter must be cleaned annually or more frequently, if needed. Effluent gravity flows to a distribution box, accessible from grade, and then to two gravelless chamber beds. Each bed consists of three rows of 12 `Quick 4' Infiltrator® chambers for a total of 72 chambers and 711 square feet of infiltrative area. 6 -feet of undisturbed soil were present between the beds. The absorption area and distribution piping are near the Riding Arena and driveway. Care should be taken to assure the absorption area is protected from horse and vehicle traffic. Additionally, Schedule 40 pipe was used for all distribution piping. 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 in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent of the expertise of the installer, soil type, and weather conditions. y Please call with questions. Sincerely, ALL SERVICE septic, LLC eah(&df&AS Carla Ostberg, MPH, REHS 0 0 A Richard H View of septic tank looking toward future house location Inlet tee Outlet tee with effluent filter Distribution box, accessible from grade (recommended blue board covering instead of distribution box lid for easier accessibility to piping in the future and some protection from freezing). N 0 Two beds containing 3 rows of 12 `Quick 4' Infiltrator® chambers Backfill over beds MI Covered beds (notice observation ports) 4-i N 0' 10' 20' Scale: I"= 20'-0" k� l h/ I / � k I '00ALlON, TWO CO PARTMENT CON RETE SEPTICS O TANKWITH EFFLUENT FILTERS x I I � I I �x / '8/40 4' DIAMETER PIPE — JIM /DISTRIBUTION BpXT� GRADE prB a 33 Few 970.309.5 910 81fi23� PIPE WITH 2% , I 1 I I ;I `-'QUICK4' CHAMBER BEDS. TWO BEDS EACH WITH 3 ROWS OF 12 CHAMBERS= SEWER PIPE 72 CHAMBERS RECORD DRAN7N Flathush Farms, Lot 2 2053 E. Swns Creek Read Pitkin County, Carorada Project Number. C1052 ----------- _- X `---- ur ------ �� 'UT UT X 1 ri 4nd °Vies 71LE /179 _RVATION POR \ 1 V \ \ 1 \ \ \ \ 1 1. I � 1 .90rp FF: 6840. Date: 11123/13 Designed By: CBO record Checked By: RHP 0 0 s '0': 0 Box 2844 rrrjjnMnj�V�1 septic Glenwood Springs, CO 81602 SLIT I I Fax 303 21652796 ' Ph 970-618-5033 September 4, 2013 Gavin Brooke Land + Shelter ag vina,landandshelter.com Project No. C1052 Subsurface Investigation and Onsite Wastewater Treatment System Design Peitrzak 3 -Bedroom Caretaker Dwelling Unit (CDU) Flatbush Farms, Lot 2 2053 E. Sopris Creek Road Pitkin County, Colorado Gavin, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Basalt, in an area where OWTSs and wells are necessary. SITE CONDITIONS A main house exists to the north of the proposed CDU and is served by a separate OWTS. A proposed 3- bedroom CDU is proposed near the Riding Arena. A private well provides water to the property and is located to the east of the proposed CDU, greater than 100 -feet from the proposed absorption area. East Sopris Creek runs through the property and will be greater than 50 -feet from the proposed absorption area. SUBSURFACE The subsurface was investigated by digging one 8 -foot profile pit and taking a soil sample from approximately 3 -feet below grade. A gradation analysis and hydrometer analysis was run by HP Geotech and results are detailed in a report dated August 22, 2013, Job No 113 064Q. The materials encountered in the profile pit consisted of 4 -inches of topsoil, underlain by dark brown, dense, moist sandy loam to 3.0 -feet, underlain by medium brown, dense, moist sandy loam to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. A pipe was placed in the pit to monitor for groundwater. Irrigation typically occurs in the fields up -gradient of the proposed absorption area; however, no irrigation was taking place at the time of the subsurface investigation. The gradation performed by HP Geotech shows the soil consists of 10% gravel, 63% sand, 16% silt, and 11 % clay. The USDA soil type is classified as Sandy Loam. A long term acceptance rate (LTAR) of 0.85 gal/sq. ft will be used to design the OWTS. 0 August 12, 2013 • Page 2 DESIGN SPECIFICATIONS The OWTS design is based on 3 -bedrooms. An average daily wastewater flow of 450 GPD will be used. The installation must include a 1000 -gallon, two-compartment septic tank with an effluent filter on the outlet tee. Effluent will gravity flow through a 4 -inch diameter pipe to a distribution box. The distribution box, accessible from grade, will distribute effluent to two gravelless chamber beds. Each bed will have three rows of 12 `Quick 4' Infiltrator chambers for a total of 72 `Quick 4' chambers. There should be 6 -feet of undisturbed soil between each bed. The absorption area and distribution piping will be near the Riding Arena and driveway. Care should be taken to assure the absorption area is protected from horse and vehicle traffic. Additionally, we recommend using Schedule 40 pipe from the tank to the distribution box. This pipe should be well - bedded and blue board insulation may be placed on top to assure additional protection from compaction and freezing in the area where it crosses the driveway and where it may be subject to horse traffic. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed are of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be plated over the area Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. 9 9 • Page 3 OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating absorption systems, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled absorption area. Livestock should not graze on the absorption area. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm an absorption area. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS 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 the absorption area due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. 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. LIMITS: 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 OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. N . ., 0 Please call with questions. Sincerely, ALL SERVICE septic, LLC • Carla Ostberg, MPH, REHS Reviewed Richard H 0 Page 4 0 0 OWTS DESIGN CALCULATIONS - for Pitkin USING LTAR Owner's Name Parcel ID # - Hoose Size ft.) 8Pd or 100 gpd) Bed 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, heat as if part of main house.) Average Daily Waste Flow 450 State Review Required? no LTAR -(1) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 675 Minimum tank capacity 843.75 gallons Absorption Area (=B20 X 1.0/B17) A = Q x 1.0 loading/LTAR A = 794 sq. ft. of absorption area required A= 794 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel 715 794 72 so Dosing 635 695 64 64 Chambers j5� 715 56 72 Max Allowable 397 556 40 56 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 715 797 72 w Dosing M3 025 64 64 Chambers 556 715 56 72 Max Allowable 397 ,55566 40 56 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = 1) If 'v/r/'l4/illll!llpll ! ewTso►RIs / r � � , 11 a ;r i / / / l l r r l l"it l!/i lV rr(lll \I /r/ /r/i� /%r �/ r % _/t, i i� �r/rr5�ii�l /r 1j111\1\Il / i / //,r / j / / �•. ///; ri / ' / / 111111 /a \\///., / \/i / , \ 111 I 10T 18[PIID ow/ / / / i �� / i� 'lr/' )111111 EABEaKxF. LOGO" it 1 a III ' /II• � 11 I I �/ t / I 1 1 �I EAST SOPRIS CREEK �� 1rr I l Al i ;�� tt1 I III I Pl if 111 1l / i i % 1` l l / i / I Ia �'FIRINCivA I i I ; 1\ '; I II 111\ \\ \\\ / t6—�/1 1 I / / I I it DWEWNGLOTi, tv / 1 1 1 ! I / / 1 l/ 11 !Ii I i liI\ I i It / I'• i III It -- j / / t/ / r/ r // t I \\\/ ! 11 , / 1 \\ `\ \ \ \\ \\\` \\ •\ \\ `\ `\, PARTIAL SITE PLAN - 1" equals ONE HUNDRED RFT! /eat i / / f 1 / 1 \ ,•1 \ \ \ `• \ \ \ \ \ \ —^ — It I Fy IIIIIf I " 1 I / ! i ��\ I i \ �� \\ \� .,•,\\ \ •\ \\ \I '�� 1\ \I 11 11 \ Il�r / uylxNIt I! r i i 1 I . \V •,A \ 1; A 1V I 1 III All 1 I I I 11 1/ 1/I �I — I, I I I II \ 1 I 1 i 1 i l r C o�� ---- 1 i i I I. \` II 11 11 II\ \ 1 \I 1 111 11 11 11/ / I 1 eek �� 1 I II I 1\ \\ I l i I IIII 111 i i i 1 I cr::. •...,./ / I ,/ i ii1 1i I 11 \ \ 1 1 1 1 1 I I I I I I PROPOSED I 1 AI A I DR xl 1 / IVE A� 13asy q\ II 11 11 I I'll/ I 1 1 ALL S,. SEPIIC \ 1 \ I I ORAWINGSANDSPECS1 I \ `\. `�\ PRIM i ISxOwe soFD1$MRBAmgN I '\\\ — \ \\ \ 1 1 ,/ �/q/ J/\Aca FENCING AND EXISTING FENCING' I / I \ / BE USED FOR DEDNIATION I I I CO��pI�sss�ExTEx�s.l AUSEEMa SEPTIC ,1�. \I DRAVnxas 111/1 /r/II ALLSEBWQ9EPBOXOC ER's / I / / / I I 1 I I I I 1 1 1 1 1 1 1 1 \ 1 \ </,. _/ \ /• /1 // \\/ l ! i I I I 1 1 1 1 1 1 1 1 1 I I I\\\♦/ •/ / 1 j/ ,�,/ %�' \ — i\V` \\ \ - / / 1SITE ualeTWEMYA Veeqra // xaml Land+Shelter wmVuawww i�mwn iEwmN r wwAw Drns PEPJffT Dam: Revisions: B lozsta As N 8 mOm _ N tlI m N a S wv M ? w4E N � ,A ♦ J \ O � to — asas � soPe ereeL aws eov. mstsxl SRF PLAN 11 a xwn0w.. A2.0 Fr: rwwoxnq_�w.aa \ \ 13 \ / i / //,r / j / / �•. ///; ri / ' / / 111111 /a \\///., / \/i / , \ 111 I 10T 18[PIID ow/ / / / i �� / i� 'lr/' )111111 EABEaKxF. LOGO" it 1 a III ' /II• � 11 I I �/ t / I 1 1 �I EAST SOPRIS CREEK �� 1rr I l Al i ;�� tt1 I III I Pl if 111 1l / i i % 1` l l / i / I Ia �'FIRINCivA I i I ; 1\ '; I II 111\ \\ \\\ / t6—�/1 1 I / / I I it DWEWNGLOTi, tv / 1 1 1 ! I / / 1 l/ 11 !Ii I i liI\ I i It / I'• i III It -- j / / t/ / r/ r // t I \\\/ ! 11 , / 1 \\ `\ \ \ \\ \\\` \\ •\ \\ `\ `\, PARTIAL SITE PLAN - 1" equals ONE HUNDRED RFT! /eat i / / f 1 / 1 \ ,•1 \ \ \ `• \ \ \ \ \ \ —^ — It I Fy IIIIIf I " 1 I / ! i ��\ I i \ �� \\ \� .,•,\\ \ •\ \\ \I '�� 1\ \I 11 11 \ Il�r / uylxNIt I! r i i 1 I . \V •,A \ 1; A 1V I 1 III All 1 I I I 11 1/ 1/I �I — I, I I I II \ 1 I 1 i 1 i l r C o�� ---- 1 i i I I. \` II 11 11 II\ \ 1 \I 1 111 11 11 11/ / I 1 eek �� 1 I II I 1\ \\ I l i I IIII 111 i i i 1 I cr::. •...,./ / I ,/ i ii1 1i I 11 \ \ 1 1 1 1 1 I I I I I I PROPOSED I 1 AI A I DR xl 1 / IVE A� 13asy q\ II 11 11 I I'll/ I 1 1 ALL S,. SEPIIC \ 1 \ I I ORAWINGSANDSPECS1 I \ `\. `�\ PRIM i ISxOwe soFD1$MRBAmgN I '\\\ — \ \\ \ 1 1 ,/ �/q/ J/\Aca FENCING AND EXISTING FENCING' I / I \ / BE USED FOR DEDNIATION I I I CO��pI�sss�ExTEx�s.l AUSEEMa SEPTIC ,1�. \I DRAVnxas 111/1 /r/II ALLSEBWQ9EPBOXOC ER's / I / / / I I 1 I I I I 1 1 1 1 1 1 1 1 \ 1 \ </,. _/ \ /• /1 // \\/ l ! i I I I 1 1 1 1 1 1 1 1 1 I I I\\\♦/ •/ / 1 j/ ,�,/ %�' \ — i\V` \\ \ - / / 1SITE ualeTWEMYA Veeqra // xaml Land+Shelter wmVuawww i�mwn iEwmN r wwAw Drns PEPJffT Dam: Revisions: B lozsta As N 8 mOm _ N tlI m N a S wv M ? w4E N � ,A ♦ J \ O � to — asas � soPe ereeL aws eov. mstsxl SRF PLAN 11 a xwn0w.. A2.0 Fr: rwwoxnq_�w.aa N Scale: Not to Scale rl SITE PLAN NOT M Q I P.O. Box 2844 Flatbush Farms, Lot 2 Date: 09/04/13 ' I L Septi Glenwood Springs, Colorado 81602 2053 E. Sopris Creek Road \ A / �) . O Phone 970.618.5033 Pitkin County, Colorado Designed By: CBO �/ �/ I SfflYICf Fax 303.216.2796 Checked Project Number. C1052 Drawn BvBP ANG Sheet 1 of 4 N 01 10, I i I ! r / / ! / �� 1 Scale: 1" = 20'-0" 11 f J( t i l 4rS I I 1100MGALLON,iTWO CO PARTMENT, CON RETE SEPTIC rrr O l TANKLNITH`iEFFLUENT 'I F ILT� Rf f OOD BEDDING BELOW IPE AND BLUE BOARD INSULATION ABOVE PIPE TRAFFIC AND FR EZING DIG> TDRIEBUTION B%X T� � PROPO ED 3 -BED OOM NICE CE I 4" DIA TER SDR -35 ER PIPE WITH CLEANOUT t6LOPE 2% TO TA 1 4" Fal EJ Ur_ UT� Y-__-_--_ il? 9vr I � 9rope/ i FF: 6840. P C @SEF��/ Q� POR% ❑ %E. I. I r / "SR 35 SEWER PIPE 'QUICK -4' CHAMBER BEDS. TWO BEDS EACH WITH 3 ROWS OF 12 CHAMBERS = 72 CHAMBERS 1 n PROPOSED OWTS L tie 30-0-0 C� P.O.HujiGlenwood Box 2844 Flatbush Farms, Lot 2 Date: 09/04/13 Springs, Colorado 81602 2053 E. Sophs Creek Road W2.0 /f, /� .O R10Phone 970.618.5033 Pitkin County, Colorado Designed By: CBO �/ Fax 303.216.2796 Checked By: RHP Project Number: C1052 Drawn BY: ANG Sheet 2 of 4 4" PVC HEADERS (1%F.. r DISTF BOX, TO G 4" EFF INLET TYPICAL PLAN VIEW - N.T.S. INFILTRATOR(R) QUICK4(TM) CUT SHEET 0z 12" (EF48" FECTIVE LENGTH) fl A 34" a ®IIII®IIIIIIII �MO� m�►I BED MAY BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION. CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP 4.5' EXTENT OF EXCAVATION (MUST BE MINUS 3 -INCH MATERIAL) S� E FOR SURFACE BED MUST BE LEVEL. USE ONSITE SOILS TO BRING GRADE UP FOR LEVEL INSTALLATION. SOIL MUST BE FREE OF COBBLES (MINUS 3 -INCH MATERIAL, AND MUST BE COMPACTED WITH VIBRATORY MACHINERY. BACKFILL SLOPE MUST EXTEND AT 3:1 n_BED DETAILS J 1(� PIPE (TYP.) 3S -K(TM) INFILTRATOR(R) QUICK4(TM) CHAMBER, 3'X4' Q I I P.O. Box 2844 Flatbush Farms, Lot 2 Date: 09/04/13 I I L L SQP}} Glenwood Springs, Colorado 81602 2053 E. Sopris Creek Road Designed By: CBO W3.0 I� Phone 970.618.5033 Pitkin County, Colorado SERVICE Fax 303.216.2796 Project Number. C1052 Drawn B BANG P Sheet 3 of 4 n CLEANOUT DETAIL BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRADE J� 0000\ OUTLETS TILET DISTRIBUTION BOX BAFFLE n D -BOX DETAIL J� DESIGN 3 -BEDROOM RESIDENCE (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS) AVERAGE DAILY FLOW = 450 GALLONS DESIGN FLOW = Q = 1.5 x 450 = 675 GALLONS TANK: 450 x 30 HOUR RETENTION TIME = 843 GALLONS USE 1000 -GALLON, TWO-COMPARTMENT TANK ABSORPTION AREA: LONG TERM ACCEPTANCE RATE (LTAR) = 0.85 GAL/ SQ FT CALCULATED ABSORPTION AREA = Q/LTAR = 794 SF 10% REDUCTION, CHAMBER BED TOTAL AREA REQUIRED =715 SF 2 GRAVELLESS CHAMBER BEDS, 3 ROWS OF CHAMBERS IN EACH BED 12'QUICK 4' CHAMBER IN EACH ROW 6' OF UNDISTURBED SOIL BETWEEN BEDS TOTAL FOOTPRINT = 24'X 48' Septic Tank with the Addition of an Effluent Filter -1000 Gallon, 2 -Comp. Top of tee to come to 1" from top of tank I Inlet Tee � r ORENCO BRAND NAME NOT ENFORCED Concrete Risers\ I'S ope Ground Away From Risers Liquid Level z- J rl TANK DETAIL V Fitter Cartridge Handle (field cut to desired height) Tank Adapter (cast or bolted) Vent Orifice Effluent Discharge Modulating Discharge Orifices Vault Inlet Pons Filter Cartridge Effluent Filter Q I IFlatbush Farms, Lot 2 Date: 09/04/13 Il `L P.O. Bax 2844 Glenwood Springs, Colorado 81602 2053 E. Sopris Creek Road W4.0 A / A4 " O SfBYICE Phone 970.618.5033 Pitkin County, Colorado Designed By: CBO �/ Fax 303.216.2796 Checked By: P Project Number. C1052 Drawn Bv: ANG Sheet 4 of 4 SLIP-ON PVC CAP DO NOT GLUE FINISHED GRADE EFFLUENT LINE - 4" SCHEDULE 40 OR 4" SDR SEWER LINE - 35 P.V.C. 4"SCHEDULE 40 P.V.C. INSULATED COPPER TRACER rWIRE MAY BE INSTALLED TO 1 LOCATE LINE IN FUTURE n CLEANOUT DETAIL BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRADE J� 0000\ OUTLETS TILET DISTRIBUTION BOX BAFFLE n D -BOX DETAIL J� DESIGN 3 -BEDROOM RESIDENCE (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 3 BEDROOMS) AVERAGE DAILY FLOW = 450 GALLONS DESIGN FLOW = Q = 1.5 x 450 = 675 GALLONS TANK: 450 x 30 HOUR RETENTION TIME = 843 GALLONS USE 1000 -GALLON, TWO-COMPARTMENT TANK ABSORPTION AREA: LONG TERM ACCEPTANCE RATE (LTAR) = 0.85 GAL/ SQ FT CALCULATED ABSORPTION AREA = Q/LTAR = 794 SF 10% REDUCTION, CHAMBER BED TOTAL AREA REQUIRED =715 SF 2 GRAVELLESS CHAMBER BEDS, 3 ROWS OF CHAMBERS IN EACH BED 12'QUICK 4' CHAMBER IN EACH ROW 6' OF UNDISTURBED SOIL BETWEEN BEDS TOTAL FOOTPRINT = 24'X 48' Septic Tank with the Addition of an Effluent Filter -1000 Gallon, 2 -Comp. Top of tee to come to 1" from top of tank I Inlet Tee � r ORENCO BRAND NAME NOT ENFORCED Concrete Risers\ I'S ope Ground Away From Risers Liquid Level z- J rl TANK DETAIL V Fitter Cartridge Handle (field cut to desired height) Tank Adapter (cast or bolted) Vent Orifice Effluent Discharge Modulating Discharge Orifices Vault Inlet Pons Filter Cartridge Effluent Filter Q I IFlatbush Farms, Lot 2 Date: 09/04/13 Il `L P.O. Bax 2844 Glenwood Springs, Colorado 81602 2053 E. Sopris Creek Road W4.0 A / A4 " O SfBYICE Phone 970.618.5033 Pitkin County, Colorado Designed By: CBO �/ Fax 303.216.2796 Checked By: P Project Number. C1052 Drawn Bv: ANG Sheet 4 of 4 ❑ ❑ MAIN LEVEL PLAN A3.1 Form No. OFFICE OF THE STATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 8663581 APPLICANT BOB & SUE PIETRZAK LLC 1796 E SOPRIS CREEK RD BASALT, CO 81621 - (970)927-4462 1095 WELL PERMIT NUMBER 160673 A l DIV. 5 WD 38 DES. BASIN MD Lot: 2 Block: Filing: Subdiv: FLATBUSH FARM APPROVED WELL LOCATION PITKIN COUNTY SW 1/4 SE 1/4 Section 24 Township 8 S Range 87 W Sixth P.M. DISTANCES FROM SECTION LINES Ft. from Section Line Ft. from Section Line UTM COORDINATES (Meters.Zone:13.NAD83) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT 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) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(c) for the relocation of an existing well, permit no. 160673-A. The old well, specifically permit nos. 64972 (canceled), later re -permitted as 160673 and 160673-A (issued December 5, 2007) must be plugged in accordance with Rule 16 of the Water Well Construction Rules within ninety-one (91) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was plugged. 4) Approved as the only well on a tract of land of 46 acres desonbed as lot 2, Flatbush Farm division of land, Peskin County. Further identified as 2053 East Sopris Creek Road, Basan, CO 81621. 5) The use of ground water from this well is limited to fife protection, ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the irrigation of not more than one (1) acre of home gardens and lawns. 6) The pumping rate of this well shall not exceed 15 GPM. 7) The return flow from the use of this well must be through an individual waste water disposal system of the nonevaporative type where the water is returned to the same stream system in which the well is located. 8) Pursuant to Rub 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well location on work reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines. NOTE: This well was decreed as Parker Well no. 1 in Division 5 Water Court case no. W2048 (permit no. 64972 (canceled)). This well was decreed for 0.033 cis (15 gallons per minute). The total depth of the original well is decreed as 50 feet. At the date of the entry of this decree with the court on May 29, 1974, the well owner was: Barbara B. Parker. NOTE: A move of greater than 200 feet from the decreed location is considered a change of water right. Application should be made to the Division 5 Water Court for this change of water right. NOTE* Permit nos. 64972 (canceled), 160673 & 160673-A (issued December 5, 2007) were previously issued for this well. NOTE: Parcel Identification Number (PIN): 49-2465-243-02-002 NOTE: Assessor Tax Schedule Number R013147 19-7, APPROVED DMW '1 State Engineer _ By r1 , ri COLORADO DPASION OF WATER RESOURCES poy� Foml GWS�q (06/2005) DEPARTMENT OF NATURAL RESOURCES � VE R D 1313 SHERMAN ST., RM 818, DENVER, CO 80203 phone -info:(303) 8563587 main: (303)8863581 JUL{ a'r1 i620p fax: 303 SW3589 httpJ/www.wWer.slate.co.us ` JUL 10 '13 RESIDENTIAL Nde: Also we this f,. tD apply for ar.etook ar.nnmgVWTER RESOURCES 8sTA7 Water Well Permit Application TER RESOURCES COLLOOINEER Review Instructions on reverse aide prior to completing form. TATE ENGINEER GLENWOOD #/74 The form must be completed In black or blue Ink or typed. EG6 r j' ,r'037p 1. A!iglkant Information 8. Use Of Well check applicable boxes N 'pp wot See instructions to determine uses) for which you may qualify Bob & Sue Pietrzak LLC ❑ A. Ordinary household use in one single-family dwelling (no outatle use) ® B. Ordinary household use in 1 to 3 single-family dweiliogs: nodes octoses 1796 E. Sopris Creek Road Number of dwellings: 3 carsin zoom Basalt CO 81621 ® Home gardenAawn Irrigation, not to exceed one acre: area irrigated 1 [1 sq. R ® acre TWephWwa Ema(apncwl) (970) 927-4462 bobpietrzak@msn.com ® Domestic animal watering - (noncommercial) C] C. Livestock watering (on famUrench/rangelpasfure) 2. Type Of Application (check applicable boxes) ❑ Construct new well ❑ Use existing well 7. Well Data (proposed) I@ Replace existing well ❑ Charge or Increase use M-11— wq*v err' N3"Wemrtm ee Wawarn ❑ Change source (aquifer) ❑ Reapplication (expired permit) ❑ Other: 15 glim 3 acrafeel 3. Refer To (if applicable)feet TdW aepm 100 Alpft Tributary WrpWmwa war W. ossa 160673-A S. Water Supplier DeWoaWa Beim pramrrlm a Nrl mme n a Is this parcel within boundaries of a water service area? OYES IN NO M yes, provide name of supplier. 4. Location Of PyroposedWNI 9. Type Of Sawape Sysbm calf pitldn SW +w of w SE +w ® Septic tank / absorption leach field ❑ Central system: District name: seam Tonft NaaRWge EaW w -pa mm"r 24 8 ❑ ® 87 ❑ ® 6th ❑ Vaut Location sewage to be hauled to: ❑ Other (attach copy of engineering design and report) brrodwea ftm eecllm ew t.em bw We 49iceH Mprdpwb axe) R. from ❑ N ❑ S Fr. ham ❑ E ❑ W F«MW WMrr..rmr-u..wMNI - mm,mdd. W n11W W n W. Proposed Well Driller License o tional :1095 feet direction 11. Signature Of Applicant(s) Or Authorized Agent War araam adma "We Oty, eAM ml U check awn aadw is vrw "'^ +. The making of false statements -herein constitutes perjury in the second 2053 E, Sopris Creek Road degree, which is punishable as a class 1 misdemeanor pursuent to C.R.S. Basalt CO 81621 24++04 (13Xa). I have rad the statements herein, know the contents ereof and state that May are true to my knowledge. opiate: opa vAa be amvaamamn UTM mar ops u d wave n enema: si�ear r offo. aQrare) osr Feer mr be VTM or 12maz i3 EM&W-6 3 ql 0.13 urvW mur a Mtrry Nornng:FL,4,r-_3 pink earn a aria oes scow NAM 16/ Urrl merle M w b mp,nM fLLOA Wee Opo krr tlwded fdr ebovev ®YES Ramembw to ar Datum to NADaa Office Use Only S. Parcel On Which Well Will Be Located USGS map tNmw DWR mW re sure wr. PLEASE ATTACH A CURRENT DEED FOR THE SUBJECT PARCEL A. You must d+edk ant couplets one of the following: Reodpt st" only ® Subdivision: Nene Flathush Farm Lot 2 Block Fllkg/Una _ _ [I County County exemption (attach copy of county approval & Survey): NameAr Lot Y ❑ Parcel less than 35 acres, not in a subdivision, attach a deed with metes and bounds description recorded prim to June 1, 1972, and a current Tre isachon * 3880959 deed Dal : 7M b/2018 11:45:33 AM ❑ Mining claim kmbd+a mgr a ended a wvwy): Name* Trenset9on Total: 580.00 ❑ Square 40 acre parcel as descrl0ed in Sem 4 VVE CIiECKrf8700 $80.00 ❑ Parcel of 35 or more acres (dash a mwe W,d ecuw aewipw w WrAY) '^R ❑ Other (en.uk mew &bWrw d.eolpfrmw a9vey ane r4pWbp doc%m ) CWC8 Topo B. a of ace m pato C. Inydutwminiirdarpsres, 46i M,� so DN S WD 3g 9A_ MD �pr,OYES❑Na(/ro-rMnWuraan) D. wamba+Morirwaamaeepwoo? OYES ❑ ND(dro-Agrwrwla) 90 AfF • �ti L CONSTRUCTION TEST REPORT ROFFICE USE ONLY TE OF COLORADO, OFFICE OF THE STATE ENGINEER 1• WELL PERMIT NUMBER 160673-A 2 Owner Name(s): Bob & Sue Pietrzak LLC Mailing Address: 1796 East Sopris Creek Road City, State, Zip: Basalt, CO 81621 Phone # APPROVAL aGWS31-91-03 3 WELL LOCATION AS DRILLED SW 1/4 SE 1/4 Sec: 24 Twp: 8 S Range: 87 W 6th PM DISTANCES FROM SEC. LINES ft. from Sec. line and ft. from Sec. line OR Easting: 3 22 664 Northing: 43 56 255 SUBDIVISION: Flatbush Farm LOT: 2 BLOCK: FILING (UNIT): STREET ADDRESS AT LOCATION 2053 East So ris Creek Road, Basalt, Co 81621 GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary 4 DATE COMPLETED: 7/15/2013 TOTAL DEPTH: 41 DEPTH COMPLETION: 33 5. GEOLOGIC LOG 6. HOLE DIAMETER (in) FROM (ft) TO (ft) Depth Type of Material Size, Color, and Type) 9.0 0 33 000-008 Clays 6.5 33 41 '008-041 Cobbles, Gravels, Clays 7. PLAIN CASING OD (in) Kind Wall Size From (ft) To (ft) 7.0 Steel 0.188 -I 23 PERF. CASING: Screen Slot Size 7.0 Steel 1 0.188 1 23 1 33 8. Filter Pack 9. Packer Placement Water Located: 19+ Material : Type Size : Depth Remarks : Interval W. GROUTING RECORD Material Amount Density Interval Pleament Cement 5 sks 6 Usk 5-20 poured 11. DISINFECTION : Type : HTH Amt. Used: I oz. 12. WELL TEST DATA : () Check Box If Test Data Is Submitted On Supplemental TESTING METHOD: Air Compressor Static Level: 4 ft. Date/Time Measured 7/15/2013 Production Rate 15 gpm Pumping Level: Total ft. Date/Time Measured 7/15/2013 Test Length : 2 hours Test Remarks: 13I haus read the statements made ham and know the canteots therm(, and that they are true to my kwwkdgc. (P rsumt to Section 24-4-14 (13xa) QRS, the roakinp of false stetenems . cpa Wce m he a and deg tt and is p m shable as a dans I rn demeattQ.) CONTRAC OR Shelton Drilling Corp. Phone: (970) 927-4182 Mailing Address : P.O. Box 1059 Basalt, Co. 81621 Lic. No. 1095 Name / Title (Please Type or Print) Signature Dam 7/152013 Wayne Shelton / President M