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HomeMy WebLinkAboutpitkin.eh.264316200006 (2013)COUNT ONSITE WASTEWATER TREATII J SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0007.2013.POW2 Parcel ID #: 2643-162-00-006 Permit Issued: ❑NEW ®REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ®AMENDMENT Owner(s): Tami Solondz Property Address: 661 Twining Flats Road Legal Description: Size of Lot: 2.33 Size of Building: EXISTING Acres Detached Accessory Unit: ❑YES ®NO Sq. Ft. Size of Accessory Unit: Sq. Ft. The system is designed for: 2 bedrooms in the existing structure and 4 bedrooms in the proposed main residence for 6 total bedrooms. Designed By: All Service Septic Phone #: 970-618-5033 Fax #: 303-216-2796 Project #: C1004 Dated: 02/27/2013 Mailing Address: Po Box 2844, Glenwood Email Address: Tpetz1(a comcast. net Perc Rate: 27 MPI Profile Hole Depth Minimum Tank Capacity: 1688 gallons 8' Depth to Groundwater or Bedrock: Greater than 8 ft Minimum Absorption Area: 1122 ft2 (20% reduction +A 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 is an amendment to permit # 0015.2012.powt. Permit # 0015.2012.powt is void. This system is designed to replace an existing, non -conforming OWT system. The existing OWT system shall be pumped and properly abandoned and evidence of proper abandonment shall be submitted to this office prior to final approval. Sewage from the existing 2 -bedroom residence will flow to a 1000 gallon, 2 -compartment septic tank with a Biotube pump vault in the second tank. Effluent will be pumped to the fist chamber of a 1500 gallon 2 -compartment tank. This 1500 gallon tank will also serve the proposed 4 -bedroom residence and sewage will flow via gravity from the house to the tank. Effluent will then be pumped from the 1500 gallon tank to a distribution box and then to a split bed soil treatment area. Each bed will consist of 24 Eljen modules over 6" of sand. The beds will be installed 6" below grade and cover will be mounded over the top in a berm configuration. The depth of the cover shall not exceed 3 feet. Vegetation on the berm shall no consist of plants and bushes with "tap" roots and must be approved by Pitkin County Community Development staff. A representative from Pitkin County Community Development shall inspect the berm after vegetation planting has been completed to ensure compliance. The existing well must be abandoned and records of the well abandonment shall be submitted to this department prior to final approval. Any well must be a minimum of 53 feet from the OWTS tanks and 128 feet to the soil treatment area. The soil treatment area shall be a minimum of 10 feet to the property line. 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. 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:, 7 Date: 8/13/13 Expires: 08/13/2014 Inst I� ler: �; +� 1 License #: Reactivation Authorized by: Final Approval Issued By: Date: 2 . 201 y New Expiration Date: F� Fee Pad =1-11/NR REQUEST FOR AN AMENDMENT TO AN OWTS CONSTRUCTION PERMIT 76 Service Center Rd • Aspen, CO.81611 Phone: 970.9205070 Fax: 970.920.5374 This form should be used far requesting on amendment to an OUl?S Construction Permit if there have been significant changes to on OWTS design that differfrom what was approved as part of the OW75 Construction Permit. An hourly fee of 5162/hour will be invoiced upon review of the new design and reissuance of the amended permit. The system requirements must conform to the current OWTS Regulation, which can be found at ?xtt : wsstw._daspert t,. r kin_com_1�3 de Is/s?lowtsr z�tft. Permit Number for Which Amendment is Requested: rDO l5> 2 v Parcel ID# (available from the Pitkin County Assessor's Office 970-920-51.60 or at rvvkQj(�: t (r2„L y �5 Property Address: ..ot: Block: Filing,: J Subdivision: Building Permit Il: Property Owner(s):I Email Address: I t-� Zi g �� n 1 _ (,.I I CSX �Q.CA.{ i Q Owner's Mailing Address: City, State, Zip: Home Phone: Business Phone: Primary Contact PersmyAppiicant (if not owner): Company: Contact/Applicant Mailing Address: City, State,'Lip: Cell Phone:Business G' _— 9, � � Phone: cnb �Z its Fax Number: Email Address: PLEASE READ BErORE SIGNING, I certify that the above Information Is complete and accurate. I acknowledge that EHINR may revoke any permit I am Issued N my application is found to contain any Inaccurate, false, or misleading Information. I understand that no n C construction may be undertaken on the OWTS until the OWTS Construction Permit is amended or a new permit is issued. Owner/Applicant Signature OFFICE USE ONLY: Recived by: Invoice #: Invoice amount: Date: Date received: Date u ALL 33 Four Wheel Drive Rd Ak Carbondale, CO 81633 914.304-5354 11111a �CH February 6, 2014 Lex Tarumiaz lexgpyramidadvisors.net Onsite Wastewater Treatment System (OWTS) Installation Observations 661 Twining Flats Road Pitkin County, Colorado OWTS Construction Permit Number 0015.2012.powt Lex, Project No. C1004 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on October 9 and 15, and December 13, 2013 for the subject property. Carbon 8 Constructors, Greg Peters, installed the system. The design dated February 13, 2013, which called for the installation of a 1500 -gallon tank to serve the main house and a 1000 -gallon tank to serve the guest house, was modified and verbally approved by Pitkin County Environmental Health Department. In an effort to consolidate the tank capacity and utilize only one pump, a 2000 -gallon, two-compartment Valley Precast concrete septic tank with an Orenco® Biotube Pump Vault to serve both the main house and the guest house was installed. There is an effluent filter inside the second compartment of the septic tank. This filter must be cleaned annually, or as needed. Effluent is pumped to a distribution box, which is accessible from grade. Effluent is evenly distributed to two beds, with each bed consisting of 24 Eljen® modules per bed. Installation of the sand filter material (specification sheet attached) was slightly below native grade. A berm and landscaping will be placed over the Eljen® modules, with not more than 3' of cover and the berm slope must be at least 3:1. The berm and landscaping were not installed at the time of installation observations. Vegetation over the berm should be limited to native grasses, without tap roots, and good stabilizing characteristics. No trees or shrubs requiring regular irrigation should be planted on the berm. Pump start up was successfully conducted by Valley Precast personnel on January 29, 2104. This office did not observe the installation of the line from the main house to the septic tank, or the pump line from the tank to the distribution box. Pictures have been provided by the contractor. The control panel was installed in the mechanical room of the main house, under the stairs. 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. Please call with questions. Sincerely, ALL SERVICE septic, LLC 06S_t&1/1t_9 Carla Ostberg, MPH, REHS Hole in preparation for tank placement Inlet tee Clean-out near caretaker unit Reviewed By: Richard H. View of tank location and sweep from clean-out Bed preparation and placement of sand Eljen® modules and piping Placement of distribution box Distribution box — made with outlet holes on one s Fabric installed over Eljen modules Pump line into distribution box Pump line installation E Pump line installation on the east side of house - ? �\\ . j( I �§ \ ,a \ \\ �o yy I =x � AS \ \ \j{§/ o moo §§/22 )m\) \ ®�a2 \ °` ((j\ I m) 7/$ j ft \t , a a \ �/ mx PD \\ 70 °I //\ \ � `` 30 � \} } �\ ; 0 Q-\00 CD 0x CD bt m\ \ co \) I k 7o,a 1 \ §\ T>Mo \ )\ 2\9c » cnG 9 am @V'1=1 m4IMi m ]§ ox t88§ \� \b/\ { \ k J°m 5 $g `(m 9,00; m _ \E \���( �� c@z !'=f 91 - ° z Co §§g,/ ( § CD & n J O _ � . 96229 0 AB WESTERN SLOPE MATERIALS, LLC P.O. BOX 1319 - CARBONDALE, CO 81623 970-963-2296 Sold to: mmo ,1441 ME I weighmaeter Janie DeCrow 54006 PETERS CONSTRUCTION 5351. CO RD 100 CARBONDALE 81623 om's,40N wES'rEPR SLOPE HATRLS IT NO. TICKET NO. ORDER NO. CUSTOMER NO. CUSTOMER NAME PETERS CONSTRUCTION DATE DELIVERYADDRESS P.O, NO. ZONE 1 13:4 2 INSTRUCTIONS ==ZZZ MCIE923CEZZ9330M 611 TWINING FLATS/ASPEN ITIMIXIME13109=2 TONS THIS LOAD TONS DELrVEREDfrONS ORDERED HAULER TRUCK NO. HAULER NAME 14, 76 PETERS (-�ONSTRUCTIOI`l IPETERJ WEIGHTS PRODUCT NO. PRODUCT DESCRIPTION UNIT PRICE AMOUNT GROSS: 53680 WASHED SAND TARE: 24160 NET 29520 TONNES 13.39 THIS TICKET ALSO SUBJECT TO CONDITIONS ON REVERSE SIDE. HAUL CHARGE W A MATERIAL SAFETY DATA SHEET FOR ALL PRODUCTS SALES TAX MAY BE OBTAINED UPON REQUEST. (SEE SACK) TOTAL "An equal opportunity employee, Pitkin County Environmental Health Department Contact Log Sheet lD#: Address: . , - .. Date•- Person Spoken To Comments ! Action to 8e Taken initials Time ' .. ? - ui to art s A l S ry Z 6- 1 'C40f_"_OV'd-,C Ck LJ o'u X For i►so b� M; woo c—� a, Qqy,rtl _l-- coo ( -6 tag aAgLRcl ,c .3 O -- (A'S . 8 C.,5?td ex,.. C o d Oil. an K w , ccr1C o oe b i 7 �1 0LPO Sax 2844 C n=WSprh%C08,602 Ft ff"16.933 Fax 303.216-27% February 27, 2013 Lex Tarumiaz lex2pyramidadvisors.net 000_+.203. POwz Project No. C1004 Subsurface Investigation and Onsite Wastewater Treatment System Design Future 4 -bedroom residence and existing 2 -bedroom guest house 661 Twining Flats Road Pitkin County, Colorado Lex, ALL SERVICE septic, LLC performed a subsurface investigation and has revised the onsite wastewater treatment system (OWTS) design for the subject residences. The property is located outside of Aspen, in an area where OWTSs and wells are necessary. SITE CONDITIONS A 2 -bedroom, single-family residence presently exists and is utilizing an existing OWTS. The existing OWTS needs to be upgraded. Future development on the property will include a 4 -bedroom residence. The system will be sized to accommodate both the 4 -bedroom main house and existing 2 - bedroom guest house. Domestic water is currently provided from a shallow well located near the center of the property. This well must be abandoned and a new well drilled outside of the minimum required setback distance from the tank and absorption area. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of 6 -inches of sandy topsoil, underlain by sandy clay to 2 -feet, underlain by sand with cobbles and gravel to a depth of 8 -feet. The cobbles were up to 2 - feet in diameter. No groundwater or bedrock was encountered. An average of 27 MPI percolation rate will be used to design the OWTS, as described in Table 1. DESIGN SPECIFICATIONS The OWTS design is sized to serve an existing 2 -bedroom residence and future 4 -bedroom residence. An average daily wastewater flow of 900 GPD will be used. The installation must include a 1000 - gallon, two-compartment septic tank with a Biotube® pump vault in the second compartment to serve the guest house. Effluent will be pumped to a 1500 -gallon, two compartment septic tank with a Biotube® pump vault in the second compartment to serve the 4 -bedroom main house. Effluent will 0 Page 2 pumped to a minimum 4 -outlet, baffled distribution box which must be accessible from grade. Effluent will be evenly distributed to two shallow beds, with each bed consisting of 24 Eljen® modules per bed. Installation will take place 6" below existing grade for initial placement of the sand material. A berm and landscaping will be placed over the Eljen® modules, with not more than 3' of cover and the berm slope must be at least 3:1. Vegetation over the berm should be limited to native grasses, without tap roots, and good stabilizing characteristics. No trees or shrubs requiring regular irrigation should be planted on the berm. Construction must be according to Pitkin County Onsite Wastewater Treatment System (OWTS) Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. 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. 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. No heavy equipment, machinery, or materials should be placed on backfilled 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 OWTS. 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, 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 the 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 optimal. INSTALLATION OBSERVATIONS � - \` \\ �z zƒuo 0303([ cn `)\ \ � \ 0m � � I \ � % mm . \ �y I \ y y «° \ �u® 0030 _ -o �3 I � C() tom m0 8\2@ ' I I/ 03( )03 I \$ $ , _ , a 7 %) `\ d� m � \ q ) o 4 m /j \ ± _ / Q * 1§ 00 \ 03 57 = r - 7 . z 2 \ > 22 ( a CL ° _ o )� »»G/® §G § � ! ° ;Q --i `3 Ko �r �� fE2=> m; \\�;p Cf) \Rmm -0 G 1 -- $7 )^� _ \ _ 039 > IF . . �. . �.�.—LNk SSZIOOV .09 am eV -1-i m&IAA-L ) §- \))/§ oe > >oo; /000 ` °' z > )�\\� \m &mm y o § ;) ?-0 m? m© g�f >® cn?m AUK �)mg oc: \/} : /�Z \/w =m, 3 >{ ® § m _\ _ Gg , 9 '2 , } � 0 O G C Page 3 ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS 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. 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 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 SERVICE septic, LLC 06ott (a- os-t&&s Carla Ostberg, MPH, REHS Reviewed C= ~\\2 a g zCa. /23 \ \m#e ,® \ok j `1. G J 22 _ / q \ 1 \ z \ \ \ / � ^ \ j » [ \ \ \ « mm / { \ 2 OSQ, 7 fD \ ( CL CL - � _D/ \ / B 2 0 @ CL \ \ \ D n \ /\0 \ §� , , \ �i{E ( - \J \ _ .,:$ \ \ jo/\ \ » a o m o / 0CL / 0 / f _/ - k» » / E $ 8§ %~ a 2 2 // jƒ \ /\ / m \ m } -C/ \ ® w °o- 0© , e \ \rD m3 m3 M/ f 2^ t D 0 / - / 0 m �(D R ¥ 9 \ \ ° } / r 2 ( ! \ \ \ ƒ 2 9 2 0- e 0 O » e o 0- = » 2 r \ r- ¢ = m 2 ® ` 2 (�� \ / C ®° « > / < < ¥ Gg, 0 / ) } N / / 3 O � \ ) \ 0 IMO \ \ < < 'm (} e \ nm} \ \ a ' _ ee ( ) j \ _ , @ �\� / / \o ? / , . / \ \ ° 0 -/ §� \$� :u 8y m\� \§§ \§ P, _ z §\§ // o, E/ co � � n ®%) ` { /M m C: C: §§ ( d( E � 0 CD \ [92 {\ ( 2 - :344 � a m ( {N - 7 §::3_ C) ! 2 p_ a\& C �f CD , 0 a- Al . tLA.F co 27( m §g, 9 7|/§!r !m!,■■ 2■� {/�' \¥� / . ��// ■ i i| } / 3 W � ( O Q4 P4 titi PQ fs� O O yU, aov°, � y O 4 ti WE 3^ r� sys z � h! a x sx sp a �€ 4 5el m�v: 5Mo U WE 3^ r� PITKIN COUNTY Percolation Test and Soils Data Form - TABLE 1 - PROJECT C1004 Performed by All Service Septic, LLC _ nn/nA //l �A /l PROFILE PIT uaLe ui I CSI. VV/V 1/4V IG 0 - 0.6' Sand, root zone, clayey 0.6'- 2.0' Sand, clayey, dense, moist, brown to light brown 2.0'- 8.0' Sand, slightly clayey with gravel cobbels up to 2', medium, dense, moist, tan to brown Hole No. Hole Depth (in.) Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval (in.) Change (in.) Percolation Rate (min./in.) MPI 1 24 10 2.00 4.00 2.00 4.00 4.50 0.50 10 4.00 5.00 1.00 10 5.00 5.25 10 5.00 6.00 1.00 fill 10 3.00 3.50 0.50 10 3.50 4.00 0.50 20 10 4.00 5.00 1.00 2 30 10 4.00 4.50 0.50 10 4.50 5.00 0.50 10 5.00 5.50 0.50 10 5.50 6.00 0.50 10 6.00 6.50 0.50 20 10 6.50 6.50 0.00 3 36 10 3.50 4.00 0.50 10 4.00 5.00 1.00 10 5.00 5.00 0.00 fill 10 4.00 4.50 0.50 10 4.50 5.00 0.50 40 10 5.00 5.25 0.25 AVG = 27 MPI 11 PO Box 2844 Glenwood Springs, CO 81602 Ph 970.618-5033 t Fax 303.216.27% June 12, 2012 Project No. C1004 Lex Tarumiaz lex@pyramidadvisors.net Subsurface Investigation and Onsite Wastewater Treatment System Design Future 5 -bedroom residence (2 -bedroom residence existing) 661 Twining Flats Road Pitkin County, Colorado Lex, 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 Aspen, in an area where OWTS and wells are necessary. SITE CONDITIONS A 2 -bedroom, single-family residence presently exists and is utilizing an existing OWTS. The existing OWTS needs to be upgraded. In anticipation of future development on the property, the system will be sized to accommodate a 5 -bedroom residence. Domestic water is currently provided from a shallow well located near the center of the property. This well must be abandoned and a new well drilled outside of the minimum required setback distance from the tank and absorption area. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of 6 -inches of sandy topsoil, underlain by sandy clay to 2 -feet, underlain by sand with cobbles and gravel to a depth of 8 -feet. The cobbles were up to 2 - feet in diameter. No groundwater or bedrock was encountered. An average of 27 MPI percolation rate will be used to design the OWTS, as described in Table 1. DESIGN SPECIFICATIONS The OWTS design is based on serving an existing 2 -bedroom residence, and future development of a 5 -bedroom residence. An average daily wastewater flow of 750 GPD will be used. The installation must include a 1000 -gallon, two-compartment septic tank. This tank capacity is sufficient to serve the existing 2 -bedroom residence. If the property is redeveloped in the future, more tank G 0 Page 2 capacity will be necessary. Effluent will pumped to a minimum 4 -outlet, baffled distribution box which must be accessible from grade. Effluent will be evenly distributed to two shallow beds, with each bed consisting of 3 rows of 20 Quick 4 chambers, for a total of 120 Quick 4 chambers. This field is sized to accommodate the future 5 -bedroom residence. Construction must be according to Pitkin County Onsite Wastewater Treatment System (OWTS) Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. 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. No heavy equipment, machinery, or materials should be placed on backfilled 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 OWTS. 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 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 the 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 optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS 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. Page 3 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 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 SERVICE septic, LLC OOA (�- O&f&AS Carla Ostberg, MPH, REHS 3 copies Reviewed Richard H g ) } m 02 m = tt, e, < \\� \ ° �� )\(/ S » — \ ' ){( a � P §\ /� p _ G \ _ cn ¥\� / & > Cm0 rn , )? ] ° ,) §\# ®C� 0( ` [� �`` �m� m7\ g`$ \§ _ 5<0 m/ P2 m(n� ee `\ n j{ m §)ƒ . k§/ $ 0m ( J _ \ 7 & z/\ \)3 ƒ \\ \ rr Co. k_ � j (\ ° / � / E ( f 7 ND / C) § � § � -i 3 �{ CD }) 9 ? , 0 k I _2 zE ((}\5 A = k f|f !r nm l2 ,m §&: \\ i¥t O�// § ! O PITKIN COUNTY Percolation Test and Soils Data Form - TABLE 1 - PROJECT C1004 Performed by All Service Septic, LLC PROFILE PIT Date of I est: 06/U1/2U12 0 - 0.6' Sand, root zone, clayey 0.6'- 2.0' Sand, clayey, dense, moist, brown to light brown 2.0'- 8.0' Sand, slightly clayey with gravel cobbels up to 2', medium, dense, moist, tan to brown Hole No. Hole Depth (in.) Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval (in.) Change (in.) Percolation Rate (min./in.) MPI 1 24 10 2.00 4.00 2.00 4.00 4.50 0.50 10 4.00 5.00 1.00 10 5.00 5.25 10 5.00 6.00 1.00 fill 10 3.00 3.50 0.50 10 3.50 4.00 0.50 20 10 4.00 5.00 1.00 2 30 10 4.00 4.50 0.50 10 4.50 5.00 0.50 10 5.00 5.50 0.50 10 5.50 6.00 0.50 10 6.00 6.50 0.50 20 10 6.50 6.50 0.00 3 36 10 3.50 4.00 0.50 10 4.00 5.00 1.00 10 5.00 5.00 0.00 fill 10 4.00 4.50 0.50 10 4.50 5.00 0.50 40 10 5.00 5.25 0.25 AVG = 27 MPI j / ,° / ::E\ N f 6 )) z \ \ 2gt \\ §\ 0m g%, ¥y%)22 ) -az <)%22 // §F,4m$\ _en- - g ;e-,, ed§mrm � A %7&`§` - wzoo. 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Ko<? z mD zcmm c> pmz0 m D p Z O mopes mmAz o N m xoz _o m� �0 j S m ` 0 w O 3 OWTS DESIGN CALCULATIONS - for Pitkin Owner's Name Lex Tarumiaz Parcel ID # :2643-162-00-006 House Size (sq. ft.) (75 gpd or 100 gpd) 75 Number of Bedrooms in Main House 4 Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit 2 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 900 State Review Required? no Perc Rate (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1350 Minimum tank capacity 1688 gallons Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) A = 1,964 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 1,403 sq. ft. of absorption area required Abs. Area w/ loading factor (1325) Trench Bed Quick4 Trench Pipe and Gravel (-10%) 1768 no red. 1964 179 Dosing (-20%) 1571 (-20%) 1571 159 Chambers (-30%) 1375 (-10%) 1768 139 Max Allowable -50% 982 (-30%) 1375 100 Secondary Treatment Abs Area w/ out loading factor (1328) Trench Bed Pipe and Gravel (-10%) 1263 no red. 1403 128 Dosing (-20%) 1122 (-20%) 1122 114 Chambers (30%) 982 (-10%) 1263 100 Max Allowable (-50%) 701 (-30%) 982 71 128 SETBACK FROM WELL # of feet = 78 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = SETBACK FROM DRY GULCH # of feet = Quick4 Bed 199 159 179 139 142 114 128 100 YVOO'dOHS)1NOMNGd'MMM 19Y0'4LZ'OL6s 'SSVIWAONS L LM 04Va0100 'N3dSV EI E f f E E _ \ QLi E E I E E D SUJma 1-Ww0i •{"•• •.n w *4919 OOV80-100 Z14 xo9 Od III3ON30IS3N QyOb S1V13 ONINIMl l l91V 1 1 f f l E f f E E I E Omm �Qi Zaa W Of¢L �-Q J 000MNOONn sowv dOHSAKM 2J8d 3Hl ZNVmmjvl :2iO314 -1d 1 1 I f f K, E E E m. 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'•le:r I E I L1 E E IE E �{ • • 1'G ••1•• E E I R E E 1 f • 1 ••E�~� •. / ?ti 2WEEf 1E E E E •\•\••\ • •• 'p✓<• •1• E \• • f .•\• 1 E E ••11 -Ef EE• EE Ef E �•1 fI EEf fEE EEf ff - f PfE E .• •�••/\ EE•E E• Ef E \ f EEfE \Ef Ef $af E E` E fEEf EE E` E E E f E E E E E f r•• \E E E E • 1 \ E • \E E E �pp • • t f\ E 1 f/ 1 / IE p� E E E E EL E E E E E E E E E E L.f f e1E E • E E f E fU t I �l E E E E E f f E E E f E \E E E /7 E E E E E E E f E f E E E O \ E E E E E � E E E E I f E/ E E f / E E E f E E EE:3(-f F f E E E E\\\ E E E f I iE 1 EE I Q w EEE EE E E E 1I N E E E Qf E E E\ F U E E E E E E f 1 IE IE E h f E E E E I E E f E l I E E. _E. f . f E I E 1 E E f E f 1 I I it I I l I E E E E f E E E E E f E E f 1 E E IE E 9� f E E I E I 1 11 ` J f E E E E E f l f (f\E'�.rt- E f /* E E E E t f E E 1 _<_-�-•E f E E E E �tr E E E E E WELL CONSTRUCTION AND TEST REPORT FOR OFFICE USE ONLY STATE OF COLORADO, OFFICE OF THE STATE ENGINEER I • WELL PERMIT NUMBER 77227-F Owner Name(s): Alexis III & Nicole Tarumianz 2 Mailing Address: 174 Riverdown Dr. City, State, Zip: Aspen, Co 81611 Phone # APPROVAL # GWS31-91-03 3 WELL LOCATION AS DRILLED NE 1/4 NW 1/4 Sec: 16 Twp: 9 S Range: 85 W 6th PM DISTANCES FROM SEC. LINES ft. from Sec. line and ft. from Sec. line OR Easting: 3 36 795 Northing: 43 49 137 SUBDIVISION: LOT: BLOCK: FILING (UNIT): STREET ADDRESS AT LOCATION 661 Twinning Flats Road Aspen, Co 81611 GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary 4 DATE COMPLETED: 8/9/2013 TOTAL DEPTH: 145 DEPTH COMPLETION: 145 5. GEOLOGIC LOG 6. HOLE DIAMETER (in) FROM (11) TO (ft) Depth Type of Material (Size, Color, and Type) 9.0 0 40 000-024 Clay, Cobbles, Boulders 6.5 40 145 024-145 Mancos Shale 7. PLAIN CASING OD (in) Kind Wall Size From (ft) To (fl) 7.0 Steel 0.188 -1 40 5.5 Steel 0.188 9 100 5.5 Steel 0.188 115 145 PERF. CASING : Screen Slot Size 5.5 Steel 0.188 100 115 8. Filter Pack 9. Packer Placement Water Located: 110 Material Type Formation Size : Depth 50 & 60 Remarks Interval 10. GROUTING RECORD Material Amount Density Interval Placement Cement 7 sks 6 gal/sk 5-40 poured 11. DISINFECTION Type HTH Amt. Used: 6 oz. 12. WELL TEST DATA : () Check Box If Test Data Is Submitted On Supplemental TESTING METHOD: Air Compressor Static Level : 15 ft. Date/Time Measured 8/9/2013 Production Rate 5 gpm Pumping Level : Total ft. Date/Time Measured 8/9/2013 Test Length : 2 hours Test Remarks: 13. 1 have read the statements made herein and know the contents thereof, and that they are true to my knowledge. (Pursuant to Section 24-4-1-4 (13xa) CRS, the making of false statements constitutes perjury in the second degree and is punishable as a class 1 misdemeanor. CONTRACTOR : Shelton Drilling Corp. Phone: (970) 927-4182 Mailing Address : P.O. Box 1059 Basalt 81621 Lic. No. 1095 Name / Title (Please Type or Print) Signa r Date 8/9/2013 Wayne Shelton / President oft OMMUMMUM cb Q EXISTING U77LI LINE - APPARENT sz 1V -9i a�. ri State of Colorado Water Resources - View Well Details: Receipt 9117045 Colorado Department of Natural Resources .N�1JIJJ o X)Ivi--3l'on J'P r o t l�.!1.1� Colorado's Well Permit Search Well Constructed Receipt: 9117045 Permit #: 32060 -- Well Name / #: Designated Basin: Case Number: WDID: Division: 5 Water District: 38 County: PMQN Management District: Help Last Refresh: 5/29/2012 12:00:27 AM [-] Applicant/owners History Date Range Applicant/Owner Name Address City/State/zip Unknown - Present SOLONDZ TAMI PO BOX 2929 ASPEN, CO 81612- (-] Location Information Approved Well Location: Q40 Q160 Section Township Range PM Footage from Section Lines NE NW 16 9.OS 85.OW Sixth Northing (UTM y): 4349035.4 Easting (UTM x): 336948.3 Location Accuracy: Spotted from quarters Physical Address Subdivision Name City/State/zip Filing Block Lot Parcel ID: Acres in Tract: [-] Permit Details _ Date Issued: 09/15/1967 Date Expires: Use(s): DOMESTIC AquiferALL UNNAMED AQUIFERS Special Use: (s): Area which may be irrigated: Maximum annual volume of appropriation: Statute: Permit Requirements: Totalizing Flow Meter Geophysical Log Abandonment Report No No No Cross Reference Permit Number Receipt Description Permit(s): Comments: LOCATION & OWNERSHIP NEEDS VERIFIED! No subdivision noted & no water right found. Limit to historic use prior May 8, 1972. dmw 05/15/12 [[-]� Construction/Usage Details Well Construction Date: 09/07/1967 Pump Installation Date: Well Plugged: 1st Beneficial Use: 09/07/1967 Elevation Depth Perforated Casing (Top) Perforated Casing (Bottom) Static Water Level Pump Rate 40 30 40 15 10 Lic # Name Address Phone Number Driller 634 COLLINS, F. E. "BODIE" 0525 COUNTY RD 109 GLENWOOD SPRINGS, CO 81601 , - 970-928-9902 [-] Application/Permit History Ownership Change 05/24/2012 Well Construction Report Received 11/10/1967 Permit Issued 09/15/1967 Application Received 09/13/1967 First Benefldal Use 09/07/1967 Well Constructed 09/07/1967 [( ] Imaged Documents Document Name Date Imaged Annotated Original File 12/03/2007 No Copyright ® 2009 Colorado Division of Water Resources. All rights reserved. Page 1 of 1 Cokxado.gov I Contact Us Home I Contact Us 1 Help I Water Links I Colorado.gov I DNR J Privacy Policy j Transparency Online Project (TOP) httn://www.dwr.state.co.0 'ellPermitSearch/View.aspx?receipt=9045 5/29/2012