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HomeMy WebLinkAboutpitkin.eh.264316401013 (2008)=all ONSITE WASTEWATER TREA`y`11 ENT SYSTEM (OWTS) D Ex/NR CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 • Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: Permit Issued 08027 ❑� NEW ❑ REPAIR ❑ AMENDMENT Owner(s): Property Address: Legal Description: Size of Lot: Size of Building: Sunnie Richer & Roger Brooks 0115 IL Liftle Texas Lane Lot: 11 Sub: Little Texas 0.52 5700 Acres Sq. Ft. Parcel ID #: 2643-164-01-013 ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Detached Accessory Unit: ❑ YES El NO Size of Accessory Unit: The system is designed for: FOUR bedrooms. Designed By: All Service Septic Project #: Sq. Ft. 1402 Dated: March 12 & June 6, 2008 Phone #: 970-618-5033 Mailing Address: PO Box 2844 Glenwood Springs CO 81602 Fax #: Perc Rate: 9 mpi 303-216-2796 Minimum Tank Capacity: 1125 gallons Email Address: tpetzI@comcast.net Profile Hole Depth: —8 ft Depth to Groundwater or Bedrock: 5.5 ft Minimum Absorption Area: 540 sf/ 105 reduction= 486 sf 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. The design is for a 1500 gallon two-compartment concrete septic tank with an AX -20 secondary treatment unit. Sewer pipe from the tank must be in the recorded easement for a shared trench. A manifold distributes effluent to a gravelless chamber bed with 6 rows of 9 'Quick4" chambers for a total of 54 chambers. Six inches of concrete sand is to be placed under the chambers. Perforated laterals are suspended within the chambers. This design is based on ground water at 5.5 feet. The drainfield must be installed at a maximum depth of 1 foot. A 3 to 1 slope must be constructed from the top of the drainfield to existing grade. The existing OWTS must be properly abandoned. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -build" letter to this Department with in 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 manufacture's recommendations and the requirements of the Pitkin County OWTS Regulation. THIS PERMIT IS EXPRESSELY CONDITIONED UPON COMPLIANCE WITHY ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH/NR before final approval of the system will be issued. Issued By:Date: Expires: O(v 'ZUO Installer: t License #: Reactivation Authorized by: n3 003 Final Approval Issu y: Date: New Expiration Date: ❑ Fee Paid G.\OWTS\Fonns\Cons 0", Updated 6116/08 nIVONSITE WASTEWATER TREATMLrIT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 0405 Castle Creek Road, Suite 10 • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID## (available from the Pitkin County Assessor's Office 970-92-20-516970-92-20-5160 or at www.pitkinassessor.orq). 1 2-& '! tQ I 1 0 / 5 Purpose of Permit: EW ❑REPAIR DUE TO FAILURE ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): , Y/ Cell Phone: Business Phone: Lot: Block: Filing: Subdivision: L Property Owner(s)*: Email Address: 4"I(y/C- A- /C% ` 'Z� - & g &ZcC/L.5 /' H� @ o C x t- , C0,21 Owner's Mailing Addr s: City, State, Zip: - /tq Cc,� fL/ S.>�� �Sv ==S tvIc Home Phone: Bu iness Phone. *Contact information must be provided for the owner signing this application Primary Contact (if not owner): Company: L,Person/Applicant - --n- - ContacyApplicant Mailing Address: K City, State, Zip: 11 - v1 C/C , Y/ Cell Phone: Business Phone: Fax Number: Bm 'I Address: Lot Size (in acres).,/ Size of Building (square feet)' Number of Potential Be nuns' Detached Accessory Unit? Q YES Size of Accessory Unit (square feet): �"NO Number off Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: NATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): E gineering Firm: Job Number: Phone Number: Fax Number: Mailing Ad ess: City, Stat Zip: ,U O Z�'j C7� c�Czvc S. �O 6G So 3 PLEASE READ BEFORE "'ENING: 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 EH/NR may revoke any permit I 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. Pitkin County Environmental Health Department Contact Log Sheet Nancy Mackenzie From: Nancy Mackenzie Sent: Tuesday, June 03, 2008 8:42 AM To: 'doug@dougragerarchitect.com'; 'Tim Petz' Cc: Rose Ann Sullivan Subject: OWTS design for Richer- 0115 Little Texas All SERVICE septic, LLC, Project No. 1402 I cannot accept this design. The site is close to the Roaring Fork River and the design is based on an observation of the cut bank on 10/3/07 in lieu of a profile hole that could be monitored during a period of seasonal high ground water. The design is based on no groundwater and for a subsurface absorption bed to be placed in the same area as an existing shed. I conducted a site visit yesterday, June 2"d. On the next level down (about 4 ft lower) I observed vegetation which indicated moist soils. In this area there was a small fenced area with a pump for irrigating which appeared to pull water from a standpipe. The depth of the water in this pipe indicates that groundwater is at 4 feet below the level of the shed. Please call to discuss this. Nancy 04/25/2005 06;41 51587549" 0 <Mvvw��� ORPpI�AT/ON To: Pitkin County & other concerned parties From.: Saulene (Sunnie) Riches- Roger Bzooks Subject: Property located at 0115 Little Texas Lane, Woody Creep Colorado, Lot t 1 Date: 4/24/05 This rnerno provides authorization to Doug Rager to represent us for the approval needed to develop our property. We are joint owners and have employed Mr. Rager for all phases of the project, including obtaining the 1041. Thank you for your consideration. Saulene Richer PAGE a1 309 Court Avenue, Suite 550 , Des Moines, Iowa 50309 • 515,873.4970 • 515.875.4971(1) , www.doextre,com ons - V119 k -%W 1 H L L n P0'ox2844 Se N 1 . Glenwood Springs, CO 81602 ROD Ph 970-678.5033 Fax 303-216-2796 August 8, 2008 Sunnie and Roger Brooks 309 Court Avenue Suite 550 Des Moines, IA 50309 R,c,F,WD NAG 25 2008 ATKIN COUNV EWRONYENTAL HMV E NATQFAI R"W"E' Installation Observations for Onsite Wastewater System 115 South Little Texas Lane, Permit #08027 Pitkin County, Colorado Project No. 1402 Roger, ALL SERVICE septic, LLC performed installation observations on July 9''' July 15'', and July 16th 2008 for the subject property. The installation included a 1500 -gallon, two-compartment concrete septic tank and an AX -20 3A mode Advantex Unit. One gravelless chamber bed, with six -inches of concrete sand, and 6 rows of 9 chambers was installed. A total of 54 `Quick -4' chambers and 533 SF of infiltrative area were installed. The OWS was 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 OWS. LIMITS: The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, ALL SE E septic, LLC Timothy . Petz 2 copies sent Copy sent to Pitkin County Health Dept. • F•:� Reviewed By •y3 .o • c 38662 N Richard H. Petz; P E. '09;,• O� 0 Septic tank and AX Advantex Unit 4u. I Excavated drain field area with sand Pro No 1402 *0 Chamber drain field with PVC laterals Pro No 1402 �� OWS AS -BUILT POSSIBLE FOOTPRINT OF NEW 4 -BEDROOM RESIDENCE 1500 GALLON TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH N 39' 16.155 AX -20 UNIT (3 a MODE). \ W 106' 53.15 4" SCHED 40 PVC / N 39' 16.152 W 106'53.152 LEVEL 4" PVC MANIFOLD N 39' 16.143 W 106'53.135 O� <2� \ 1.01 N 39' 16.140 O W 106'53.142 GRADED SLOPE AT 3 TO 1 AND ROCKS � PLACED TO MAINTAIN OSOIL SLOPE SCALE 1"=30' NORTH 100' EXISTING RESIDENCE *00 G 100' 10' 4" PVC SEWER LINE OBSERVATION PIPES DRAIN FIELD IS GREATER THAN 50 FEET FROM DITCH. ►1 GRAVEL PARKING AND DRIVE 100 FEET SETBACK FROM WELL TO DRAIN FIELD. ONE CHAMBER BED WITH PERFORATED SUSPENDED LATERALS AND 6 -INCHES OF CONCRETE SAND. TOTAL NUMBER OF CHAMBERS = 54 TOTAL INFILTRATIVE AREA = 497 SF 115 SOUTH LITTLE TEXAS LANE ALL PRO. NO. 1402 PITKIN COUNTY, COLORADO SERVICE SEPTIC, LLC BROOKS RESIDENCE 970-618-5033 FIGURE 07/25/2008 14:17 7193953727 VALLEY PRECAST_ PAGE 02 Valley precast (719) 395-6764 ,A,DV,A,NTEX OPERATION ANA MAINTENANCE AGREEMENT Street Address f c­ )Legal Address /_0l / VPI Inc. will perform operation and maintenance services for the Onsite Wastewater System serving the subject site as outlined below' Control Panel, Pumps and Alarms: During each visit, all electrical components shall be tested for proper function. Correct control settings will be verified. Operations data from panel will be recorded. Processing Tank: During each visit, the scum and sludge layers in the processing tank (septic tank) will be measured. A recommendation for pumping will be made when the scum thickness exceeds four inches, or the sludge thickness exceeds 24 orches. Pumping System: During each visit all pumps shall be observed to verify proper performance. The pumps will be operated manually. The Biotube screen will be removed and cleaned. Recirculating Filter: The filter will be observed for signs of excess organic build-up or improper performance. The media will be cloarned as necessary. The system will be observed to verify proper distribution across the media and distribution laterals will be flushed. Drain Field: The surface area around the drain field will be observed for signs of failure such as lush vegetation growth or effluent ponding. Liquid levels within the field will be observed through the observation pipe and levels recorded. Items that are not included in this contract include: 1 _ Corrective and/or repair maintenance if necessary, other than covered under warranty. 2. Effluent sampling and analysis if applicable. 3. The cost of tank'pumping_ Alarms: VPI will respond to alarm conditions at no cost during the agreement period. Service Calls: Service calls will be billed at a rate of $70.00 per hour and $45.00 per ,hour for travel time, A visit to the site other than, The routine visits provided by this agrccment or a system warranty issue will be deemed a service call. Examples would include (but are not limited to) damage caused by acts of vandalism, failure of tank or failure of another party's work, i.e. electrician, plumber, excavator, etc. The goal of VPI is to observe the operation and perform maintenance for the Onsite Wastewater System to allow for proper long-term function of the system and compliance with the conditions of the installation permit and recommendations of the manufacturer. VPI will perform O&M services as outlined for $265 per visit with two visits per year ($530 per year). Payment in full for the first ( 3 ) years is required prior to initiation of the agreement, This agreement period will be for the ( 3 )-year period subsequent io placing the system into operation. FropcK� Owner (Please Pritit Name) Date Telephone Number bate 07/25/2008 14:17 7193953727 VALLEY PRECAST - 0 120 867 0 w ■■ ■ ■■■■ an ■■ ■■■■■■ on I. ■ ■ on ■■■ ■ on ■ ■ ■ ■■ ■ ■ ■■■ ■ on ■■■ ■ ■■ [:A:�dvanTex® Field Maintenance Report Start -Up Summary Report PAGE 03 Valley Precast Inc. (719)395-6764 VProperty Owner/Racking a .-..W.� "On" Timer Setting Operator t� ��� Installed Date 07/16/2008 Roger Brooks Sunny Richar 7� j Site Address StQWUp Data 115 South Little Texas - Woody Creek, Colorado 07/24/2008 Phone Number Permit N Mode aodroomo occupgMa Occupancy Dot¢ (515) 866-4383 Mode 3A 4 2 Designer/Engineet Phone Authorized Installer Phone All Service Septic, LLC (303) 908-7823 Valley Precast (719) 395-6764 Adv n'rox Dowor Phgng Eloctrlclan phone SCGEntefprises,lnc. (303) 697-9404 Primary Treatment If using a sjbg),d Processing Tank, complete the following: Processing Tank Septic Volume(� gal-) Recirc Volume ( 7 gal.) Construction Concrete Fiberglass Other Manufacturer: 1040//!� If using a aaDarda Septic Tazd Recirc Tank, complete the following: Q Septic TanR ( gal.) Construotlon © Concrete ❑ Fiberglass []Other Manufacturer: Q Roclrc Tank ( gal.) Construction ❑ Concrete [:)Fiberglass ❑ Other Manufacturer LJ Pump Model: Q Floata set properly at -in.-in.in. Secondary Tirea,_l.—�tm,ent ElR3V setting: _-__ -in. U Residual head measurement: Pod #1 -in. Pod #2 ' -in. Pod #3 _ -in_ ❑ Discharge TanktBeein ( gal.) Construction ❑ Concrete Q Fiberglass ❑ PVC (Basin) Manufacturer: Q Pump Model; ❑ Floats set properly at _ -in_ -in. -In. ❑ Discharge pump flow rate (drawdown test): I_ gpm) ❑ Discharge pump dose volume. ( gal./dose) Comments Signature Control Panel Panel ID (nT or UL #) "On" Timer Setting "ON" Timer Setting RTU115016 Filter Pods Pod 01 Serial No. Pod #2 Serial No. Pod #3 Serial No. 406390 Other System Components ❑ Disinfection equipment (manufacturer)! Q Dispersal system (type of): pelarntions (Initial) Orenco's Start -Up Procedure was followed. All lids are secured. Circuit breakers are on and control panel Is latched. "For Service Call" label with phone fi was affixed to anel. 110 Homeowner Package was reviewed with: %Builder on (date) d or— r_; Resident on (date) The system Is ready for use ❑ Yes Q No (explain) form to 1.866-384-7404 June 6, 2008 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-27% Sunnie and Roger Brooks, C/O Doug Rager 309 Court Avenue, Suite 550 Des Moines, Iowa 50309 HCF]VED JUN 13 2008 PITKIN COUNTY ENVIRONMENTAL HEALTH 6 NATtIR�L RESOURCES Project No. 1402 Subsurface Investigation Comments and OWS Design Clarification, Proposed 4 -Bedroom Remodel Brooks Residence 115 South Little Texas Lane Pitkin County, Colorado Sunnie, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. We are commenting on the ground water conditions at the subject site and confirming OWS design parameters. The site visit was made on June 5h 2008. We measured ground water through a 12 -inch corrugated pipe located on a lower bench, next to the proposed drain field location. The ground water was 18 -inches below existing grade on the lower bench. The drain field location is 4 feet above the existing grade on the lower bench, and 5.5 feet higher than ground water. The drain field may be installed at the location indicated on our revised design dated March 12th 2008, although must be installed at a maximum depth of 1 foot. Drain field construction at this depth will maintain a 4.5 -foot separation between bottom of drain field and ground water. The chambers must be covered with 1 -foot of soil and a 3 to 1 slope must be constructed from top of drain field to existing grade. Therefore the mound must extend 3 feet from sides of chambers. LIMITS: If conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, o�pp0 LICA AL=R.etz , LLC viWHO e v0; •'�BFi TiRichard H. e Copy emailed to Doug Rager 090 ;� Copy emailed to Pitkin County Health, Attn: Nancy FESS/00` OWS Design Clarification Project No. 1402 6/6/08 Page 2 Well house in foreground, and tape with 4 -foot height indicated Using hand -level and showing `Bottom' of drain field, which is 4.5 feet higher than ground water. Pro No. 1402 00,11 :r/ ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name itiew, Parcel ID # -_ House Size (sq. ft.); (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 600 State Review Required? no Perc Rate (T) Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 900 Minimum tank capacity 1125 gallons Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) A = 756 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 540 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel 680.4 756 68.9 76.6 Dosing 604.8 604.8 61.3 61.3 Chambers 529.2 680.4 53.6 68.9 Max Allowable 378 529.2 38.3 53.6 Secondary Treatment Abs Area w/ out loading factor (1328) Trench Bed Pipe and Gravel 486 540 49.2 54.7 Dosing 432 432 43.8 43.8 Chambers 378 486 38.3 49.2 Max Allowable 270378 27.4 38.3 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = H L L Po Box 2844 Glenwood Springs, CO 81602 Ph 970.618-5033 ` Fax 303.216.2796 March 12th 2008 Sunnie and Roger Brooks C/O Doug Rager 309 Court Avenue, Suite 550 Des Moines, Iowa 50309 Project No. 1402 Subsurface Investigation and Revised Onsite Wastewater System Design, Proposed 4 -Bedroom Remodel Brooks Residence 115 South Little Texas Lane Pitkin County, Colorado Sunnie, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Aspen Colorado, in an area where OWS and wells are necessary. The revision is based on a change in the septic regulations. SITE CONDITIONS A single-family residence presently exists, although will be remodeled to a 4 -bedroom residence having less than 6000SF. There is an existing OWS (tank and drywell) that will be abandoned. The proposed drain field area is on a lower bench on the property. The Roaring Fork River flows to the southwest of the residence. The proposed drain field area slopes 5% to the southwest, and vegetation consists of a moderate cover of grasses. The existing shed will have to be re -located due to drain field construction. Water will be provided by a well as indicated on the plans. SUBSURFACE The subsurface was investigated by observing the soils profile at the cut bank to the northeast of the proposed drain field. The materials observed at the profile cut consisted of 1.5 -foot of a sandy root zone, underlain by sand with cobbles and gravel to the maximum depth observed of 10 feet. Groundwater or bedrock was not observed. During construction, an 8 -foot test pit is required to confirm groundwater conditions. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 8 to 10 minutes per inch (MPI). A 9 MPI rate will be used to design the OWS. w '%W Subsurface Investigation and Revised OWS Design Project No. 1402 3/12/08 Page 2 DESIGN SPECIFICATIONS The OWS design is based on 4 -bedrooms and an average sewage load of 800 GPD. The installation must include a 1500 -gallon, two-compartment, precast concrete septic tank with an AX -20 secondary treatment unit, to be followed by a gravelless chamber bed. The bed must have 6 rows of 9 `Quick -4' chambers for a total of 54 chambers. Six inches of concrete sand must be placed beneath chambers. A 3" or 4" perforated PVC lateral must be suspended within chambers the entire length of the chambers. A level manifold must be used to distribute effluent. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Depart- ment, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is required. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. • Subsurface Inigation and Revised OWS Design Project No. 1402 3/12/08 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 OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, 4H. 'ALL SERVICE septic, LLC 38662Timothy R. Petz ,:....•���,� 3 copies Subsurface Investigation and Revised OWS Design Project No. 1402 3/12/08 Page 4 APPENDIX ADVANTEX OPERATION AND INSTALLATION A qualified installer should install The AdvantexTM Unit. A two-year operation and maintenance contract should be provided by the installer. Additional construction notes are provided on construction figures attached. 1. The control panel should be mounted in `line -of -site' to tank and AdvantexTM unit. 2. A dedicated 15A service for control breaker (in OSI panel) is required. 3. A dedicated 20A service for P30 and P50 pumps is required (1/2 hp or less). 4. If wires from breaker to panel and/or pumps exceed 75 feet we should be contacted to consider 230 volt recommendations. 5. Conduit should be used for electrical lines. 6. Electrician must provide phone line, if applicable, and terminate in control panel. PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1402 SOIL PROFILE Date of Test: 10/03/2007 0 - 1.5' Root Zone, Sandy, Brown 1.5' - 10' Sand, Silty with Gravel and Cobbles, Dense, Moist, Red/Brown No Groundwater or Bedrock was Encountered 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 20 10 1.50 3.00 1.50 14.00 15.25 1.25 10 3.00 3.75 0.75 10 16.75 18.00 10 3.75 5.00 1.25 10 5.00 6.00 1.00 10 6.00 7.25 1.25 10 7.25 8.25 1.00 10 2 18 10 11.50 13.00 1.50 10 13.00 15.00 2.00 10 15.00 dry fill 10 10.75 12.00 1.25 10 12.00 13.25 1.25 10 13.25 14.25 1.00 10 3 20 10 8.75 11.00 2.25 10 11.00 12.50 1.50 fill 10 12.50 14.00 1.50 10 14.00 15.25 1.25 10 15.25 16.75 1.50 10 16.75 18.00 1.25 8 AVG = 9 MPI o 0 100 90 80 70 60 50 40 30 20 10 0 0.01 Gravel - 25% Sand - 52% Fines - 23% Project No. 1402 CiPADATION ANALYIII #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1-1/2" 3" 0.1 1 10 Diameter of Particles in Millimeters SAMPLE - Sand, with Gravel, Silty, Dense, Moist, Red/Brown DEPTH - Taken from Soils Profile on Bank MOISTURE CONTENT - 4.5% 100 s 0 Form No. OFFICE OF THE STATE ENGINEER E GWS -25 COLORADO DIVISION OF WATER RESOURCES 618 Centennial Bldg.. 1313 Sherman St., Dtnver, CWorado W203 903) 866-3581 WELL PERMIT NUMBER 266210 - APPLTQeN I DIV. 5 WD 38 DES. BASIN MD t.ot: 11 Block; Filing: Subdiv: LITTLE TEXAS APPROVED WELL LOCATION PITKIN COUNTY NW 114 SE 1/4 Section 16 SUNNIE RICHER & ROGER BROOKS Township 9 S Range 85 W Sixth P.M. 309 COURT AVE STE 550 DI TAN S FROM SEC ION Lt Na DES MOINES. IA 50309- 2458 Et. from South Section Line 2038 Ft. from East Section Line (515) 875-4972 UTM COORDINATES (Meters.Zone:13 NAD83) 2ERMIT TO CONSTRUCT SWELL Easting: _ Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT Q0NI)JJI0N� OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) 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 Constructon and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92.602(3)(b)(11)(A) as the only well on a residential site described as lot 11, Little Texas Subdivision, Pitkin County, 4) The use of ground water from this well is limited to ordinary household purposes inside one single family dwelling, The ground water shall not be used for irrigation or other purposes. 5) The pumping rate of this well shall not exceed 15 GPM, 6) The return flow from the use of this well must be through an individual wastewater disposal system of the non-evaporalive type where the water is returned to the same stream system In which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit�� Permit Expiration Date Extended to October 25, 2008 AOT 9-20-07 APPROVED JSG State En ter By Receipt No. 0543990 ___ DATE ISSUED_ 10-25-2005 EXPIRATION DATE 10-25-2007 Apr 11 08 08:51a Virginia Shelton 3Q 791-312.8 p.1 WELL CONST -RUC; "ION AND T LST REPORT STATE OF COLORAD ' ` OFFIC)✓"OF Tf lttTATE ENGINEER FOR orelcF USE ONLY .. APPROVAL N GWS31-91-03 I WELL PERMIT NUMBER .:; 2§0210 2 Owner,Naine(s): Roger Brooks 1. Mailing Address`=( Court AVe -�te'550 City, State, Zip :s Des Moines, IA 50309 Phone '# 3 WELL LOCATION AS DRILLED NW 1/4 SE 1/4 Sec: 16 Twp: 9 S Range: 85 W DISTANCES FROM SEC_ L1NES 2458 fL from South Sec. line and 2000 ft. from East Sec. line OR Easting: Northing: SUBDIVISION: Little Texas LOT: I I BLOCK: FILING (UNIT): STREET ADDRESS AT LOCATION y 4 GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary DATE COMPLETED: 3/26/2008 TOTAL DEPTH: 65 DEPTH COMPLETION: 65 5. GEOLOGIC LOG 6. HOLE DIAMETER (in) FROM (ft) TO (l) De th Type of Material Size, Color, and Type) 9.0 0 65 000-070 Cobbles, Gravels, Boulders 65 i 7. PLAIN CASING OD (in) Kind Wall Size From (ft) To (ft) 7.0 Steel 0.240 -1 _ 55 PERF. CASING : Screen Slot Size _ 7.0 Steel 0.240 1 55 65 i Mater Located: 451- i :remarks 8. Filter Pack Material : Size Interval 9. Packer Placement Type Depth 10. GROUTING RECORD � �_�� Material Anc int Deasity Interval Fiaceme:u�� Cement 5 sks 6 at/sk t0 -2G poured It. DISINFECTION Type HTH Amt. Used: 1 oz, ! 12. WELL TEST DATA {) Check Box If Test Data Is Submitted On Supplemental TESTING METHOD: Air Compressor Static Level: 40 ft. DatelTime Measured 3/26/2008 Production Rate 15 gpm Pumping Level : Total ft. Date/Time Measured 1/2612008 Test Length: 2 hours Test Remarks : 13. I tare read the sm malts made trncin and know the contents lhtreot, and flat du5 a e true to my knowledge. (Nusuant to S=—ion 244-1-4 (13)(a) CRS, the making ci fa1.� si;lIcL-tert.; ^- comvtutsgi peay in the ee sewed dcgand is punishable as a class I misdemeanor.) CONTRACTOR : 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 Date Wayne Shelton / President 3,27/2008 X DETERMINATION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY, COLORADO, APPROVING THE 1041 HAZARD REVIEW FOR THE RICHER/BROOKS LITTLE TEXAS PROPERTY (LOT 11) Determination No. I QL-2005 RECITALS I . Saulene Richer and Roger Brooks ("Applicant") applied to the Community Development Director ("Director") for 1041 Hazard Review and Conceptual Submission approval to establish a building envelope to construct a single-family residence and accessory structures. 2. The parcel is located at 115South Little Texas Lane in the Little Texas Subdivision in Woody Creek; it is known as Lot 11 Little Texas Subdivision; and is more specifically described in Exhibit A. 3. The parcel contains .54 acres, is a non -conforming size parcel in the APR -10 zone district, and is located outside of the Urban Growth Boundary. 4. Little Texas, Lot 11 existed prior to June 12, 1978 and has not merged with any adjacent parcels. BE IT DETERMINED BY THE COMMUNITY DEVELOPMENT DIRECTOR that the Richer/Brooks 1041 Hazard Review is approved, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. The Applicant shall adhere to all material representations made in the application'or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 2. Prior to submission of any earthmoving, access, or building permit applications, the Applicant shall submit a 1041 Hazard Review Site Plan that complies with the provisions of Section 5-70-040 of the Land Use Code to the Community Development Department for approval and recording. The mylar copy of the site plan must be signed by the owner prior to submittal for recording. The Applicant shall amend the site plan submitted as part of the original application as follows, prior to submission for recordation: 3. Prior to issuance of any building permit applications, the Applicant shall: A. Provide documentation to the Environmental Health Department of an adequate quantity and quality of water from an approved well. The well shall be located within the approved building envelope and with required separations from the septic system. A "Well Abandonment" report may be required to decommission the existing well. B. Obtain a septic permit from the Environmental Health Department. All components must be out of the floodway. A recorded easement for the shared trench must be included with the septic permit application. C. Pay the applicable road impact and affordable housing impact fees. D. Provide a plan prepared and signed by a Professional Engineer or geologist to address mitigation of the geologic hazards on and off-site during construction, for review and approval by the County Engineer, and Community Development Department 516620 19 0/25/2005 10:22F SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00 Determination No. I Qjk2005 Page 2 E. Obtain fireplace/woodstove permits from the Community Development Department, if necessary. F. Submit a drainage and erosion control plan for review and approval by the County Engineer. The plan shall address all construction activities and shall provide for erosion control for a minimum of two years after the issuance of a Certificate of Occupancy, which shall include details on the types of erosion control and the maintenance of those systems, and a detailed revegetation and planting plan. G. Submit a Construction Management Plan in accordance to the Asset Management Plan for review and approval by the County Engineer. The Construction Management Plan shall indicate that vehicles associated with construction (i.e. employee traffic, construction vehicles, staging and deliveries) shall not violate County Law, such as parking on County rights-of-way. H. Provide a revegetation plan for review and approval by the Community development Department for the trench to the leach field and for the leach field/mound. 4. The Applicant shall comply with the following measures to mitigate impacts to wildlife: A. Fencing outside of the building envelope shall comply with the wildlife compatible- fencing standards in the Land Use Code. B. Dogs shall be kenneled. C. Native vegetation shall be maintained outside of the building envelopes, except as necessary for the utility extension and wildfire mitigation. Safety fencing shall be erected during construction to prevent inadvertent impacts to native vegetation. D. Install and use bear proof trash containers, as required. 5. The Applicant shall comply with the following landscaping and wildfire defensible space mitigation standards: A. Within 10' of the residence, remove all brush (oak, serviceberry, chokecherry, sagebrush, etc.). B. Beyond 10' and within 30' of the residence, vegetation shall be reduced and thinned to 2x the height of the remaining plants, and remaining trees shall be limbed up to 10'. All sprouts and understory shrubs shall be removed. C. A minimum of 10' spacing shall exist between tree crowns, except for aspen or cottonwood trees where ladder fuels have been removed. D. All branches from trees and brush within 30' of the residence shall be pruned to a height of 10' above the ground with removal of ladder fuels from around trees and brush. E. All deadfall within 70' of the residence shall be removed. F. Installed or native landscaping within 20' of the residence shall not contain any brushy or coniferous species and shall be irrigated. Aspen trees may be planted, but not within 10' of the residence and shall be limbed to 10'. No trees shall be planted within 15' of any window. G. The Applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. H. These standards may be varied by staff in consultation with a wildfire expert if a landscape plan is submitted for review. 6. The Applicant shall comply with the following additional wildfire mitigation standards: A. Roofs shall be constructed with a Class A roof covering or a Class A roof assembly as defined in the International Building Code (IBC). Wood shake/shingle roof coverings are prohibited. Roofs with less than a 3:12 pitch are not permitted unless they comply with the following: a) All roof coverings shall be noncombustible materials and installed on a Class A roof assembly. 516620 Page: 2 of 5 11111111111 1111 11 111111 10/25/2005 10:22E SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00 Determination NJU(p2005� Page 3 b) All roof coverings shall have a surface that shall facilitate the natural process of clearing the roof. c) All roof designs shall facilitate the natural process of clearing roof debris. Protrusions above the roofline, such as parapets, shall be prohibited. d) Roofs shall be installed as required by the adopted building code and shall have a minimum slope of 1:48. e) All roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marshal prior to submittal of a building permit application. B. Vents shall be screened with corrosive resistant wire mesh with mesh Y4 inch maximum. C. Roofs and gutters shall be kept clear of debris. D. Yards shall be kept clear of all litter, slash, and flammable debris. E. All flammable materials and firewood/wood piles shall be stored on a parallel contour a minimum of 15 feet away from any structure. F. Swimming pools or ponds shall be accessible to Fire Department vehicles. G. Fences shall be kept clear of brush and debris. H. Wood fences shall not connect to the structure. I. Fuel tanks shall be installed underground with an approved container. J. Propane tanks shall be installed according to NFPA 48 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any above -ground tank. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire -resistive construction on the exterior side of the walls. K. Each structure shall have a minimum of one 10 pound approved ABC fire extinguisher placed in a visible and accessible location. L. Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and installed on a non-combustible post. M. Utility lines shall be buried. 7. The Applicant shall comply with the County's lighting regulations. 8. No development, including grading, excavation, fill placement, berming, landscaping, vegetation removal or disturbance, shall occur outside of the approved building envelopes`. Exceptions to this prohibition include utility extensions within a designated utility easement, required wildfire mitigation, and plantings found to be necessary to mitigate geologic hazards, subject to a landscape plan reviewed and approved by the Community Development Department. 9. All areas disturbed by construction shall be revegetated with native shrubs and grasses to limit water consumption and additional runoff within one growing season of the project's completion. 10. The Applicant shall comply with the codes and requirements of the Aspen Fire Protection District. 11. The total allowable floor area shall be limited to a maximum of 5,750 square feet of floor area exempt from Growth Management. 12. The Applicant shall comply with the following measures to mitigate geologic hazards: A. Site specific soils testing shall be conducted prior to foundation design to ensure stability. B. Cuts, fills and other excavations shall be minimized, steepening of existing slopes shall be avoided, and all disturbed areas not covered by construction shall be graded so that they can be revegetated. C. Adequate mechanical support shall be provided for cut slopes. 516620 Page: 3 of 5 10/25/2005 10:M SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00 Determination No. 12005 Page 4 D. Adding water, which may decrease slope stability, shall be avoided. E. Adding weight to the top of the slope shall be avoided. F. Confine, cut, fills, grading and excavation to the minimum area needed for construction. 13. The trench to the septic leach field (down the steep slope) shall be hand dug. A single trench shall be dug to serve Lot 11 and the adjacent Lot 12. It may be on either lot. The recorded site plan should locate this proposed trench. 14. There steal l not be any road built to access the intermediate bench where the leach field /mound wil I be located. Construction equipment shall not drive on the slope between the building envelope and the leach field envelope. 15. Failure to comply with these conditions of approval may result in revocation of this permit or any subsequent pen -nits related to this property. 16. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on August 10, 2008. APPROVED on the 24th day of October, 2005. �� au -t' fQUkk&C* Indy Houben, o munity Development Director P163-05 PID 4264316401013 516620 Page: 4 of 5 1111111111111111111111111111111111111111111111111111111 10/25/2005 10:22( SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00 an- monwealtli® ,and Title Insurance Company IPOLICY NO. 128-035017 CASE NO. PCT -5905 EXHIBIT "A" LEGAL DESCRIPTION A tract of land situated in the Southwest one-quarter of the Northeast one-quarter and in the Northwest one-quarter of the Southeast one-quarter of Section 16, Township 9 South, Range 85 West of the 6th P.M. described as. follows: Beginning at a point from whence the -North one-quarter corner of said Section 16 bears North 13°06'12" West 304.27 feet; Thence South 59004' West 300.00 feet; Thence North 26057' West 75.06 feet; Thence North 59004' East 300.00 feet; Thence South 26057' East 75.06 feet to the Point of Beginning. COUNTY OF PITKIN, , STATE OF COLORADO. 516620 Page: 5 of 5 10/25/2005 10:22F SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00 MEMORANDUM To: Lance Clark, Community Development Department From: Nancy MacKenzie, Environmental Health & Natural Resources Department Date: September 15, 2005 Re: Richer/ Brooks 1041 Administrative Hazard Review Parcel ID# 2643-164-01-013, Case P163-05 SUMMARIZE APPLICATION: Request for an envelope for the septic system at the bottom of a steep slope in Little Texas, Lot 13. This will require a cut into a steep slope for the sewer pipe. The Pitkin County Environmental Health Department has reviewed the details of the Richer/ Brooks application under the authority of the Pitkin County Land Use Code and has the following comments. ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-170 and 3-70-100: "It is the policy of the County to insure the availability of a water supply of adequate quality, quantity, pressure and dependability for fire protection and support of a proposed land use prior to approval of the use. The County shall require land uses to hook up to existing public systems if service is available." (Prior code 2-17) A `well house' is indicated on the Site Plan dated 06-14-2005. If this is a well, it does not meet the required setback distance from the proposed septic field. The applicant will have to properly abandon the well and submit the Well Abandonment report to this department. A septic field on the lower bench would meet the 100 ft minimum setback from any wells drilled on the upper bench. Larger homes with more bedrooms require an even greater horizontal setback distance. For example, the setback distance between a well and septic system is 132 ft for a house of >2,000 sq ft/ <6,000 sq ft with 4 bedrooms. Well permits and approvals and abandonments are not handled by this department; they are handled by the Colorado Division of Water Resources. SEWAGE TREATMENT AND COLLECTION: Sections 2-180 and 3-110-050: "It is the policy of the County to ensure that adequate sewage treatment facilities are available to serve existing and new developments. Any proposed system must be shown to be financially feasible considering a reasonable tax base and other legal criteria prior to approval of any land use." (Prior code 2-18) The Site Plan shows the septic system envelope encroaches into the Floodway. State & county Individual Sewage Disposal System (ISDS) regulations do not allow components of the septic system to be in the Floodway. An engineer would need to determine if the system could be designed out of the floodway by building a mound type system above the floodway. The toe from the mound is considered part of the system and must be above the floodway. The lower bench is probably in an area of high groundwater. Soil testing will only be accepted if it has been done during a period of high groundwater. The application, Section 3-70-040 EROSION, mentions that the soil removed from the upper bench for the house will be used on the lower bench to create the septic system. Only the engineer designing the septic system can determine the best type of material to use for the septic field. Typically sand is the preferred material for a mound. Some of the soil from the excavation can be used for top dressing and for the toe of the slope. The applicant requests approval to cut a trench line, shared with lot 12, into a steep slope to accommodate the sewer pipe between the house and the proposed septic field on the lower bench. ISDS regulations do allow this. An agreement must acknowledge the permanent nature of the installation and a clear agreement reached between both property owners. A copy of the recorded easement for the shared trench must be included with the application for a septic permit before the application will be reviewed. PERMIT NUMBER Owner Owner's Mailing Address Contractor Address Systems Contractor's Name Address PITKIN COUNTY HEALTH DEPARTMENT —/�4-,o1—oi3 RECEIPT NUMBER A j9, A -k M01 V" .7`Y Phone Phone # Legal Description vX-4f !/ x Type of Building by Use dam= Lot Size 1` Number of Bedrooms - Type of Water Supply "`- L-111 65 L>WELA# Type of Individual Sewage Disposal System_, a -Ma :MW lam- SEEPAGE BED Type of Soil or Soil Classification SAVO LTJ/TN Proximal Location of Bedrock �OT DETE�MVA/ED :�- R I Proximal Location - " ' _%�- 1�ETE�t°M♦�✓ED R'� Owner's Signature_ Date—z&/ns— PLOT ate—,`f=- / sPLOT PLAN: Percolation Test Data 8� Minutes per inch AlD/i.,X, JO/I Aw/__ _s DJ�AAw..____. Minimum Recommended Absorption System Size Min' um Recommended Tank Size 000 Q4ff� -Z WAV � tl,s Pe it application valid one year from Date. Application to ecome permit and final only after lower portion is completed and signed by the Sanitarian. RETAIN THIS FORM AT THE CONSTRUCITON 'SITE. Date Sanitarian (Drawing of system on back) izmuw I-ry I UJAT Fk ' OUTL.ET I I � I C tool GALLN- I CoPECA�D QoN�K�TE SEPTI 4 ' so. -- - - -- -- -�. - STEEP Lm em K{u! ENT' - I I APPS DXlMt*TE PgOPERTy I I I r I � MEMORANDUM To: Lance Clark, Community Development Department From: Nancy MacKenzie, Environmental Health & Natural Resources Department Date: September 15, 2005 Re: Richer/ Brooks 1041 Administrative Hazard Review Parcel ID# 2643-164-01-013, Case P163-05 SUMMARIZE APPLICATION: Request for an envelope for the septic system at the bottom of a steep slope in Little Texas, Lot 13. This will require a cut into a steep slope for the sewer pipe. The Pitkin County Environmental Health Department has reviewed the details of the Richer/ Brooks application under the authority of the Pitkin County Land Use Code and has the following comments. ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-170 and 3-70-100: "It is the policy of the County to insure the availability of a water supply of adequate quality, quantity, pressure and dependability for fire protection and support of a proposed land use prior to approval of the use. The County shall require land uses to hook up to existing public systems if service is available." (Prior code 2-17) A 'well house' is indicated on the Site Plan dated 06-14-2005. If this is a well, it does not meet the required setback distance from the proposed septic field. The applicant will have to properly abandon the well and submit the Well Abandonment report to this department. A septic field on the lower bench would meet the 100 ft minimum setback from any wells drilled on the upper bench. Larger homes with more bedrooms require an even greater horizontal setback distance. For example, the setback distance between a well and septic system is 132 ft for a house of >2,000 sq ft/ <6,000 sq ft with 4 bedrooms. Well permits and approvals and abandonments are not handled by this department; they are handled by the Colorado Division of Water Resources. SEWAGE TREATMENT AND COLLECTION: Sections 2-180 and 3-110-050: "It is the policy of the County to ensure that adequate sewage treatment facilities are available to serve existing and new developments. Any proposed system must be shown to be financially feasible considering a reasonable tax base and other legal criteria prior to approval of any land use." (Prior code 2-18) The Site Plan shows the septic system envelope encroaches into the Floodway. State & county Individual Sewage Disposal System (ISDS) regulations do not allow components of the septic system to be in the Floodway. An engineer would need to determine if the system could be designed out of the floodway by building a mound type system above the floodway. The toe from the mound is considered part of the system and must be above the floodway. The lower bench is probably in an area of high groundwater. Soil testing will only be accepted if it has been done during a period of high groundwater. The application, Section 3-70-040 EROSION, mentions that the soil removed from the upper bench for the house will be used on the lower bench to create the septic system. Only the engineer designing the septic system can determine the best type of material to use for the septic field. Typically sand is the preferred material for a mound. Some of the soil from the excavation can be used for top dressing and for the toe of the slope. The applicant requests approval to cut a trench line, shared with lot 12, into a steep slope to accommodate the sewer pipe between the house and the proposed septic field on the lower bench. ISDS regulations do allow this. An agreement must acknowledge the permanent nature of the installation and a clear agreement reached between both property owners. A copy of the recorded easement for the shared trench must be included with the application for a septic permit before the application will be reviewed. I ,DOJ GALLN Ccfauo eoNe,�f SEPTI b �j�{h1UNC�i 1Jd 1.-l. UJ AT EP � oarLET I I SO • FOUNDALUMINUM PIPE AND CAP L.S. 15710 N 1X4 SEC 16, T9 S, R.86 W. 61H P.M. CA 1101✓ L--acr tY4 2_c4a210 i' R CAP RISER t V v �® LINE T1 (8 3 LINE LENGTH _ BEARING Adoftk d It c4toa' nrst �� k ob'nye to Cebrodo Law, yuu r. e yuayv/ W Iron bases apnn a r �recrer 1 dire Nn• Z. Nme j+,o s onor A rou fiief Ciscover each Oefecl. In no weeder( may ant's lyol actu�ba�ed un any M Nie u y ba ed re Nan sten yeers i ,n door care or me emvxaevn hewnFSCIHIMUE5ER GOsO(A YMEYER EER 5 1 ROCK WALL —H--- G&B TILEW.WW ONE —w--- ELECTRMAI UNE wall LINE as SW cur SEWER U?W onp--- OVrAW&W NHnr LINE EXIS, CULKRrS OECIDOOM IREE !!(f LYEROREEN IREE 0 q WH UNG R GORDON MLYLK `eet, Suite 200 1 . ceit°ffo7n819a05-5948 Richer -Brooks 1041 Hazard Review Site Plan Lot 11, Little Texas Subdivision Pitkin County, Colorado H MTw" POLE - O LlGYIr POLE WIER WK f1RE' HnMNr O IELEMOVE RISER 0 CAW RISER Analysis ® SEWERMAN.L Lot 11, Little Texas -Slope D .S101W Ol2A/N INLEr ELEn1RIC 1RANS'fORWR Color Ronge Beg. Range End Percent Area . 3! 0.00 15.00 67.0 13907.97 4NCHar WA) ■ 15.01 .30.00 9.0 1866.55 O ea srR ■ 30.01 100.00 24.0 4980.68 I Lot 11 .Little Texas Subdivision Legend and Nota.: -- indicates found monument as described. Q - indicates found monument, .45 Raba, and Cap marked LS 20133. - LEGAL DESCRIPTION: Lot 11, Little Texas Subdivision as described below: A parcel of land situate in Little Texas Subdivision, Pitkin County, Colorado in Section 16, Township 9 South, Range 85 West of the 6th P.M. Said parcel is more fWly described as follows: Beginning at 0 point whence the North 1/4 comer of said Section 16 bears N 12'5551 "W a distance of 2970.31 feet; then ca S 21'01'00" E a distunce of 76.14 feet; thence S 59'04'00" W along a lin. common to Lots 11 and 19 of said Little Texus Subdivision a distance of 310.00 feet more or less to the bank of the Roaring Fork River; thence Northerly 75 fast more ar less along the bank of said Roaring Fork River, thence N 59'04'00- E along a line common to Lots 11 and 12 of said Little Taxa. Subdivision a distance of 320.00 feet, more or less to the point of beginnk g. ' -- Bearings are based on a bearing of S 59'04'00" W on a line between a found rebor and cap L.S. 15710 at the Southeast comer of Lot 11 and a found rubor and cap stomped Witness Comer L.S. 15710 at the Southwest corner of Lot 11. Subject property having an elevation of 7292' or greater fallswithin Zone X (area determined to be outside 500-yeor flood plain) while that area of subimt property having an elevation les. than 7292' is in a Roadway Area. Zone AE (areas subject to 100 year floods). The elevation of 7292' was interpolated from Flood Insurance Rote Map A408097CO069 C doted June 4, 19BZ -- All elevations shown hereon are based en National Oeodetle Vortical Datum of 1929. Community Development Director Approval: This 1041 Hazard Review Site Plan of the Rlcher-Brooks parcel has been reviewed and approved by the Pi m County Community Development Director this day of _ �- 4.t, 2000, subj.ct to the tmrms and conditions of Administrativa Decision No. recorded at Reception No. PyZt�ia^!4k-at-st3 A.. �r _ - - Plt County Community DevNopment Director Warning and Disclaimer -- Owner(s) ackW9 ad that he/she has been Informed by Pitkin County of the existence of 1041 hazard areas that might affect the property and any improvements, and the use and occupency thereof The provisions of these regulations do not in any way assure or imply that the areas outside of designated hazard areas will be free from hazards, or that approved mitigation measures will guarantee the safety of any property. / ke e SRicher Rope Acceptance fou Recording This 1041 Hazard Review Site Plan has been accepted f flung in the o fcc of the Cleric and Recorder o Pitkin County, Calorado on this day of 200 in Platt) Book 37 at Page .-r°r3r— as Reception No. _ e, U34t. Clerk aryd�ftacorder RECEPTION#' 549536, 05,2212008 at 0150:29 PM, t OF 1. R 511.00 Janice K. 9 �y Vos Caudill, Pitkin Cou,dV, CO PLAT SK 87 PG 55 er [Apol No. 970908 let -VISION UA1L 1041 ySWH Hazard Review e. 0ts 14 2006 _......�� 1 F SIto Plan ravd: OF 1 ,,,.a r <, ,.y M � �` --- ---- -- - --- �d _. --�r- ._-_- - --._._ ____..___.�.:__ _... . • �� X11 �--�;''Er 2 < THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. 1500 GALLON TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH AX -20 UNIT (3 a MODE). ONE CHAMBER BED WITH PERFORATED SUSPENDED LATERALS AND 6 -INCHES OF CONCRETE SAND. TOTAL NUMBER OF CHAMBERS = 54 TOTAL INFILTRATIVE AREA = 497 SF LEVEL 4" PVC MANIFOLD---- DRAIN ANIFOLD DRAIN FIELD>> MUST BE 50 FEET FROM DITCH. i / /,50 zz 4" SCHED 40 PVC 1 a\ \ \\ o / GRADE SLOPE AT 3 TO 1 (MIN) POSSIBLE FOOTPRINT OF NEW 4 -BEDROOM RESIDENCE CLEANOU 41, PVC SEWER LINE SHED TO BE REMOVED AND RE -LOCATED INFILTRATOR(R) QUICK4(TM) CUT SHEET SCALE 1"'=20' NORTH 100° EXISTING RESIDENCE GRAVEL PARKING', AND DRIVE I 1 I ' 100' I I I � HOMEOWNER MAY NEED TO APPLY FOR EASEMENT 100 FEET SETBACK FROM FOR COMMON UTILITY WELL TO DRAIN FIELD. TRENCH OBSERVATION PIPES 52" 48, (EFFECTIVE LENGTH) ., . II�P-00 FINISHED GRADE 4 FEET MIN SEWER LINE - 4" SCHEDULE 40 P.V.C. SLIP-ON PVC CAP DO NOT GLUE EFFLUENT LINE -4" SCHEDULE 40 OR 4" SDR 35 P.V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE _ I SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL AdvanTex Treatment System AX 20 Series - Mode 3a Filtrate Return Line --� Slope (min. 1/8"/ft.) Inlet Inlet Recir with Inlet Discharge Filtrate To Drain Field AdvanTex Filter - �----- 38.5 --------I Tnn \A01A/ ADVANTEX-20 NOTES: 1. CONTROL PANEL SHOULD BE MOUNTED IN 'LINE OF SIGHT' TO TANK AND AX UNIT 2. DEDICATED 15A SERVICE FOR CONTROL BREAKER (IN OSI s0' PANEL) REQUIRED. FOR 115V PUMPS A 20A SERVICE IS SUFFICIENT. INFILTRATOR(R) QUICK(TM) 4" PVC CHAMBERS, 3'X 4' LEVEL MANIFOLD 4" EFFLUENT LINE TYPICAL PLAN VIEW - N.T.S. Side View OBSERVATION/VENT PIPES (TYP.) 2' Dia. Vent No. PVC Riser/Lid )mpartment Tank beO Pump Package End View 3' " �-- QUICK4(TM) END CAPS 3 OR 4 -INCH PERFORATED LATERALS SUSPENDED WITH THE CHAMBERS ENTIRE LENGTH. PLACE CAP AT END OF EACH PIPE. 36' - CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC STEEP OBSERVATION/VENT SLOPE BACKFILL / PIPE WITH CAP r �f 3' MAX SL0— E_F� DRAINAGE 2.0 IN PLACE 6" OF CONCRETE SAND PRIOR TO PLACEMENT OF CHAMBERS. EXTENT OF EXCAVATION,: `` . ...... SAND MUST BE HYDRO -COMPACTED `SCARIFY SURFACE INFILTRATOR(R) PRIOR TO PLACEMENT OF CHAMBERS PRIOR TO PLACEMENT BED MUST BE LEVEL OF SAND QUICK4(TM)' CHAMBER, 3' X 4' DESIGN NOTES: 4 -BEDROOM MAIN RESIDENCE, <6000 SF BED MAY BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE AVERAGE LOADING = q = 600 GALLONS PER DAY REMOVAL OF EXISTING VEGETATION. PERCOLATION RATE = 9 MINUTES PER INCH /" . CALCULATED AREA = ((1.5 X q) X sgrt 9) / 5 = 540 SF THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 5% TO REDUCTION OF 10% DUE TO CHAMBERS IN BED = 486 SF THE SOUTHWEST. VEGETATION CONSISTS OF A FULL COVER OF IRRIGATED GRASSES. BED SPECIFICATIONS LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH WIDTH OF BED = 18 FEET — 6 CHAMBERS LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON LENGTH OF BEDS = 36 FEET = 9 CHAMBERS INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE TOTAL NUMBER OF CHAMBERS = 54 DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICIE TOTAL INFILTRATIVE AREA = 497 SF SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE ONE TOTAL BED 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 TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X: (30 HOURS/24 HOURS) = 1125 GALLONS REQUIRED TANK = 1500 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AX -20 UNIT. ALL SERVICE septic, LLC 115 SOUTH LITTLE TEXAS LANE PROJECT N0. I4OZ ��BWaoosPRNs,oBboZ PITKIN COUNTY, COLORADO REVISED ONSITE WASTEWATER SYSTEM DESIGN 03/12/08 970-618-5033 BROOKS RESIDENCE THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. 1500 GALLON TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH AX -20 UNIT (3 a MODE). ONE CHAMBER BED WITH PERFORATED SUSPENDED LATERALS AND 6 -INCHES OF CONCRETE SAND. TOTAL NUMBER OF CHAMBERS = 54 TOTAL INFILTRATIVE AREA = 497 SF LEVEL 4" PVC MANIFOLD---- DRAIN ANIFOLD DRAIN FIELD>> MUST BE 50 FEET FROM DITCH. i / /,50 zz 4" SCHED 40 PVC 1 a\ \ \\ o / GRADE SLOPE AT 3 TO 1 (MIN) POSSIBLE FOOTPRINT OF NEW 4 -BEDROOM RESIDENCE CLEANOU 41, PVC SEWER LINE SHED TO BE REMOVED AND RE -LOCATED INFILTRATOR(R) QUICK4(TM) CUT SHEET SCALE 1"'=20' NORTH 100° EXISTING RESIDENCE GRAVEL PARKING', AND DRIVE I 1 I ' 100' I I I � HOMEOWNER MAY NEED TO APPLY FOR EASEMENT 100 FEET SETBACK FROM FOR COMMON UTILITY WELL TO DRAIN FIELD. TRENCH OBSERVATION PIPES 52" 48, (EFFECTIVE LENGTH) ., . II�P-00 FINISHED GRADE 4 FEET MIN SEWER LINE - 4" SCHEDULE 40 P.V.C. SLIP-ON PVC CAP DO NOT GLUE EFFLUENT LINE -4" SCHEDULE 40 OR 4" SDR 35 P.V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE _ I SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL AdvanTex Treatment System AX 20 Series - Mode 3a Filtrate Return Line --� Slope (min. 1/8"/ft.) Inlet Inlet Recir with Inlet Discharge Filtrate To Drain Field AdvanTex Filter - �----- 38.5 --------I Tnn \A01A/ ADVANTEX-20 NOTES: 1. CONTROL PANEL SHOULD BE MOUNTED IN 'LINE OF SIGHT' TO TANK AND AX UNIT 2. DEDICATED 15A SERVICE FOR CONTROL BREAKER (IN OSI s0' PANEL) REQUIRED. FOR 115V PUMPS A 20A SERVICE IS SUFFICIENT. INFILTRATOR(R) QUICK(TM) 4" PVC CHAMBERS, 3'X 4' LEVEL MANIFOLD 4" EFFLUENT LINE TYPICAL PLAN VIEW - N.T.S. Side View OBSERVATION/VENT PIPES (TYP.) 2' Dia. Vent No. PVC Riser/Lid )mpartment Tank beO Pump Package End View 3' " �-- QUICK4(TM) END CAPS 3 OR 4 -INCH PERFORATED LATERALS SUSPENDED WITH THE CHAMBERS ENTIRE LENGTH. PLACE CAP AT END OF EACH PIPE. 36' - CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC STEEP OBSERVATION/VENT SLOPE BACKFILL / PIPE WITH CAP r �f 3' MAX SL0— E_F� DRAINAGE 2.0 IN PLACE 6" OF CONCRETE SAND PRIOR TO PLACEMENT OF CHAMBERS. EXTENT OF EXCAVATION,: `` . ...... SAND MUST BE HYDRO -COMPACTED `SCARIFY SURFACE INFILTRATOR(R) PRIOR TO PLACEMENT OF CHAMBERS PRIOR TO PLACEMENT BED MUST BE LEVEL OF SAND QUICK4(TM)' CHAMBER, 3' X 4' DESIGN NOTES: 4 -BEDROOM MAIN RESIDENCE, <6000 SF BED MAY BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE AVERAGE LOADING = q = 600 GALLONS PER DAY REMOVAL OF EXISTING VEGETATION. PERCOLATION RATE = 9 MINUTES PER INCH /" . CALCULATED AREA = ((1.5 X q) X sgrt 9) / 5 = 540 SF THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 5% TO REDUCTION OF 10% DUE TO CHAMBERS IN BED = 486 SF THE SOUTHWEST. VEGETATION CONSISTS OF A FULL COVER OF IRRIGATED GRASSES. BED SPECIFICATIONS LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH WIDTH OF BED = 18 FEET — 6 CHAMBERS LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON LENGTH OF BEDS = 36 FEET = 9 CHAMBERS INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE TOTAL NUMBER OF CHAMBERS = 54 DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICIE TOTAL INFILTRATIVE AREA = 497 SF SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE ONE TOTAL BED 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 TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X: (30 HOURS/24 HOURS) = 1125 GALLONS REQUIRED TANK = 1500 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AX -20 UNIT. ALL SERVICE septic, LLC 115 SOUTH LITTLE TEXAS LANE PROJECT N0. I4OZ ��BWaoosPRNs,oBboZ PITKIN COUNTY, COLORADO REVISED ONSITE WASTEWATER SYSTEM DESIGN 03/12/08 970-618-5033 BROOKS RESIDENCE