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Home My WebLink Aboutpitkin.eh.264904400002 (2009)Permit #: 09012 ,jNSITE WASTEWATER TREAT .NT SYSTEM (OWTS) CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID #: 2649-044-00-002 Permit Issued: ❑NEW ®REPAIR ❑REMODEL/ADDITION []TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): GSS Properties Property Address: Legal Description: 7989 Hwv 133 Size of Lot: 5 Size of Building: 2000 Acres Detached Accessory Unit: []YES ®NO Sq. Ft. Size of Accessory Unit: The system is designed for: 4 bedrooms Designed By: All Service Septic Phone #: 970-618-5033 Fax #: 303-216-2796 Perc Rate: 15 mpi Minimum Tank Capacity Project # Sq. Ft. 1583 Dated: March 30, 2009 Mailing Address: PO Box 2844 Glenwood Springs, CO 81601 Email Address: Tpetz@comcast.net Profile Hole Depth: 8 ft 1125 gallons Depth to Groundwater or Bedrock Minimum Absorption Area: Permit Conditions: Greater than 8 ft 683 w/ 30% reduction 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 existing OWTS must be properly abandoned. The new OWTS will consist of one 1250 gallon two- compartment tank with an effluent filter on the outlet. A distribution box will distribute effluent to five (5) gravelless chamber trenches, each consisting of 14 Quick 4 units, for a total of 70 units. The distribution box must be leveled with water at the time of installation and brought to grade for future access. The trenches must be separated by at least 6 feet of undisturbed soil. No horses or large animals should be kept in the area of the absorption field. 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. 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/NR before final approval of the system will be issued. Issued By: � .�=N Date: <'y' ,'! Expires: Installer:License #: Reactivation Authorized by: �A Final Approval Issd By: Date: New Expiration Date: DFee paW (. �� Apr.28.2009 09:35 AM HAN—ING VALLEY RANCH 970 963 0427 PAGE. 2/ 2 ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION rn/tvat 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920,5077 Parcel 1001(evellable from the Pltkln County Assessor's Office _ Q L i 970-920-6160 or at www.prtkinassc sqr r or._): r1 Purpose of Permit L� NEW REPAIR WE TO FAILURE ` 1 REMODEUADOITION �� TANK ONLY n FIELD ONLY Coat of System Repair or Remodel/Addition (approximate). Property Address - , Lot: Filing. property OW1-ier(s)'. >vner's Mailing Address'. Home Phone: -Confect Information rust 4e provided for the owner signing this application. Pnmary Contact Pe /A pllcPni (if of Cwi)er): ConiacUApplicanl er ing Addms Gell Phone G � c; Fnteil Address City, State, �iR Phone'. company dy, Stat P' 1 2 Business Phone. Finail Address' ed Accessory Unit? F� YES ® NO Ir of Potential Bedrooms In or Fixture List for the Accessory Unit Sourw: ® PRIVATE WELL [ ] SURFACE WATER of Community/PubIIC Water System Gf applicabie) Job mmling Address. City, State, zip iza of Accessory Unit (square feet): ❑ SPRING (. I COMMUNITY/PUBLIC WATER SYSTEM umber: PLEASE RtAD BErORE SIGNING I certify that the above Information Is complete and accurate and that 1 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 1 em Issued It my application in found to coritaln any Inaccurate, false, or misleading Information. 1 understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit Is issued, Received by T/HR /" U t e f!, Receipt tY: Date: Updated 10/ //UN is L PO Box 2844 Glenwood Springs, CO 81602 SEBY�CE Ph 970.618-5033 ` t W303-216-2796 Wime 5, 2009 ' GSS Properties Attn: Oak Applegate 7989 Highway 133 Carbondale, CO 81623 Installation Observations 7989 Highway 133 Pitkin County, Colorado Oak, C Project No. 1583 ALL SERVICE septic, LLC performed installation observations for the onsite wastewater treatment system (OWTS) on May 20th and June 2nd 2009 for the subject property. The installation included & 1250 -gallon, two-compartment concrete septic tanks with the addition of an effluent filter] followed by five gravelless chamber trenches. Each trench has 14 `Quick -4' chambers, for a total of 70 chambers,, equaling 691 SF of infiltrative area. Effluent will be distributed with a distribution box brought to grade with a baffle. , 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. 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 OWTS 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 SERVICE septic, LLC Timothy R. Petz 2 copies sent Copy sent to Pitkin County Health Dept. Reviewed Richard H 19 0 Al, 4 SCALE: 1" = 20' DISTRIBUTION /// 39' 18.491 BOX WITH / W 107" 12.748 BAFFLE / BROUGHT TO N 39' 18.492 GRADE W 107', 12.748 I ' N 39' 18.491 ,12.747 W 107' ILIIIIII ' OBSERVATION PIPES N 39'18'.492 ' W 107';12.742 70 GRAVELLESS'QUICK-4' ' CHAMBERS IN 5 TRENCHES. N 39' 18.491 14 CHAMBERS PER TRENCH W 107' 12.741 TOTAL AREA = 691 SF \ i 7989 HIGHWAY 133 ALL SERVICE SEPTIC, LLC PRO. NO. 1583 PITK IN COUNTY, COLORADO Po Box 28aa, GLENWOOD SPRINGS. Co 81602 ' SWELL 970-618-5033 OWTS AS—BUILT 100' 1 1 EXISTING 4 -BEDROOM ' RESIDENCE 1 ING SEWER ONNECTED 50 -GAL C TANK. 1250-GALLON'(min), I TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET .484 12.752 ' 4" SCHEDULE 40 PVC PIPE UNDER DRIVE. ' N 39' 18.482 1 W 107' 12.751 SCALE: 1" = 20' DISTRIBUTION /// 39' 18.491 BOX WITH / W 107" 12.748 BAFFLE / BROUGHT TO N 39' 18.492 GRADE W 107', 12.748 I ' N 39' 18.491 ,12.747 W 107' ILIIIIII ' OBSERVATION PIPES N 39'18'.492 ' W 107';12.742 70 GRAVELLESS'QUICK-4' ' CHAMBERS IN 5 TRENCHES. N 39' 18.491 14 CHAMBERS PER TRENCH W 107' 12.741 TOTAL AREA = 691 SF \ i 7989 HIGHWAY 133 ALL SERVICE SEPTIC, LLC PRO. NO. 1583 PITK IN COUNTY, COLORADO Po Box 28aa, GLENWOOD SPRINGS. Co 81602 FIGURE APPLEGATE RESIDENCE 970-618-5033 C OWTS DESIGN CALCULATIONS - for Pitkin e' Parcel ID # .i Owner's Name '" .. � F � �. - • .:`. House Size (sq. •ft.) �n (75 gPd or 100 8Pd) 75 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 ani (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 600 State Review Required? no Perc Rate �W�o (I) 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—Fa A= 976 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 697 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel (-10%)878 no red. 976 89 99 Dosing (-20%) 781 (-20%) 781 79 79 Chambers (-30%) (=&V (-10%) 878 69 89 Max Allowable 0M 488 (-30%) 683 49 69 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel (-10%) 627 no red. 697 64 71 Dosing (-20%) 558 (20%) 558 57 57 Chambers (-30%) 488 (-10%) 627 49 64 Max Allowable (-50%) 349 (-30%) 488 35 49 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = Pitkin County Environmental Health [department Contact Log Sheet Carla Ostberg From: Cari Anne Holcomb Sent: Thursday, March 12, 2009 3:41 PM To: Carla Ostberg Cc: oakapplegate@hotmail.com Subject: RE: Snook Septic Hi there: I have looked over the files and it appears there is no building or planning file for the address. In order for me to sign off on the land use portion, I will need a basic site plan showing the location of the new septic system for the file and some basic identifiers like the dwelling etc. THANKS Cari Anne Holcomb 970.920.5092 From: Carla Ostberg Sent: Thursday, March 05, 2009 2:29 PM To: Cari Anne Holcomb Subject: RE: Snook Septic 264904400002 from the assessor's website From: Cari Anne Holcomb Sent: Thu 3/5/2009 12:42 PM To: Carla Ostberg Subject: RE: Snook Septic Carla: I pulled up the Parcel id number using the address so there may be a bigger issue to check out as well. Can we get a parcel id number? I will check what info is available for 8888 to see if somehow they are mixed. Thanks Cari Anne Holcomb 970.920.5092 From: Carla Ostberg Sent: Thursday, March 05, 2009 9:33 AM To: Oakton Applegate Cc: Cari Anne Holcomb Subject: RE: Snook Septic No wonder I couldn't make sense of the plat. I'll cc Cari Anne and see if she can find any approvals for 7989 Hwy 133. Let me know if you have any questions about the application process. Are you looking for someone to come do the perc tests? From: Oakton Applegate [mailto:oakapplegate@hotmail.com] Sent: Thu 3/5/2009 9:09 AM To: Carla Ostberg 11 Subject: RE: Snook Septic This is the wrong property, "Thanks for your help Oak the address here is 8888 hwy 133 and what I need is 7989 hwy 133, Subject: FW: Snook Septic Date: Wed, 4 Mar 2009 14:01:41 -0700 From: Carla.Ostberg(slco.pitkin.co.us To: oakapplegate(a)hotmail.com Here you go. Let me know if you have any questions. Also see email below... Carla 920-5438 From: Cari Anne Holcomb Sent: Wed 3/4/2009 9:51 AM To: Carla Ostberg Subject: Snook Septic Hey Carla: I haven't heard from anyone yet about the septic at 7989 Hwy 133. 1 did however find that they do in fact have an approved building envelope. I don't know if the proposed area for the septic is included within the envelope or not, so I've attached the recorded plats for you. If it is great, if it isn't then they will have to do a Minor Amendment Application with us; these can be done in a little more than a month since they are administrative. Because of the urgency to get the problems solved, we would allow the work in the field to be done while the application is in process, but we would ask that you hold off on final approval of the system pending completion of the Amendment process (to make sure they follow through with it). I will give you a call on Friday to talk this over. I am also hoping to join the OWTS Conference on Friday, so I may see you there! Have a great day! Cari Anne Holcomb Planner Community Development Pitkin County 130 South Galena Street, 3rd Floor, Aspen, CO 81611 970.920.5092 (Phone) 970.920.5439 (Fax) cananneh ft co. pitkin. co. us Windows Live''": Keep your life in sync. Check it out. March 30, 2009 Ev PO Box 2844 Glenwood Springs, CO 81602 Ph 970.618-5033 Fax 303.216-2796 GSS Properties Attn: Oak Applegate 7989 Highway 133 Carbondale, CO 81623 c Project No. 1583 Subsurface Investigation and Repair Onsite Wastewater Treatment System Design Existing 4 -Bedroom Residence 7989 Highway 133 Pitkin County, Colorado Oak, ALL SERVICE septic, LLC performed a subsurface investigation and a repair onsite wastewater treatment system (OWTS) design for the subject residence. The subject residence is currently utilizing an OWTS that is experiencing problems and must be replaced. The property is located outside of Carbondale, Colorado in an area where OWTS are necessary. SITE CONDITIONS A 4 -bedroom single-family residence presently exists and is utilizing a failing OWTS. The current OWTS must be abandoned. The proposed drain field area slopes 8% to the south, and vegetation consists of a moderate cover of grasses. 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 1.5 -foot of a sandy root zone, underlain by clayey sand with scattered angular boulders to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 10 to 20 minutes per inch (MPI). A 15 MPI rate will be used to design the OWTS. DESIGN SPECIFICATIONS The OWTS design is based on 4 -bedrooms and an average sewage load of 600 GPD. The installation must include a 1250 -gallon, two-compartment, precast concrete septic tank with an effluent filter, to be followed by five gravelless trenches. Each trench must have 1 row of 14 `Quick -4' chambers, for a total of 70 chambers, equaling 691 square feet (SF) of infiltrative area. A concrete distribution box with a baffle must be installed. Subsurface Investigation and Repair OWTS Design Project No. 1583 3/30/09 Page 2 Construction must be according to the Pitkin County Environmental Health and Natural Resources Department OWTS regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health and Natural Resources 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 OWS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of 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, and the county 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. Subsurface I`n estigation and Repair OWTS Design Project No. 1583 3/30/09 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, ALL SERVICE septic, LLC Reviewed By: v: Q,pNEReF9•L9� v 0 -o • L 38662 N Timothy R. Petz Richard FSS�OM E� 3 copies break break SITE PLAN AND 1 PROPERTY EXTENDS LOCATION OF 1 1 APPROXIMATELY 100' TO THE NORTH PERCOLATION HOLES FENCE 1 1 1 i i 1 1 0 1 w GATE 1 1 SHED ; r .......... 1 1 1 1 0' 1 1 1 1 WELL w z J 1� 1 Lu 1 EXISTING 0 0 4 -BEDROOM 1 a RESIDENCE 1 1 EXISTING SEPTIC TANK AND 1 'DRYWELL' 1 TO BE ABANDONED - 1 0 DRIVE i 1 � 1 ' FENCE 1; ° 1 i °° i PROFILE PIT 1 AND 1' 1 PERCOLATION ; HOLES 1-3 LZ 7989 HIGHWAY 133 PITKIN COUNTY, COLORADO ,LPPI FGATE RESIDENCE DRIVE ALL SERVICE SEPTIC, LLC PO BOX 2844, GLENWOOD SPRINGS, CO 81602 970-618-5033 I zo* w' SCALE: 1" = 40' m D PRO. NO. 1583 FIGURE I ' WELL SITE PLAN AND LOCATION OF PROPOSED OWTS INSTALL CLEANOUT 100' EXISTING 4-BEDRO( RESIDENCE N ' o io m ' SCALE: 1" = 20' t / LOCATE EXISTING SEWER PIPE. CONNECT TO PROPOSED o SEPTIC TANK1. o - ' 1250-GALLON'(min), TWO-COMPARTMENT PRECAST - ' CONCRETE SEPTIC TANK WITH ' z - EFFLUENT FILTER ON THE OUTLET �X ' JO m LL O o 0 r ' - - - - - - - - - - - - - - - - - - - - - , 4" SCHEDULE 40 PVC PIPE UNDER DRIVE. INSULATE WITH 2" OF BLUE BOARD UNDER ' DRIVE. CONCRETE DISTRIBUTION`. t' BOX WITH BAFFLE BROUGHT TO GRADE ° ' 6' mi SDR 35 PIPES t (1 % FALL TO ° TRENCHES) PIPE TO BE INSERTED IN 70 GRAVELLESS'QUICK-4' ' TOP PORT OF CHAMBERS IN 5 TRENCHES. END PLATE 14 CHAMBERS PER TRENCH TOTAL AREA = 691 SF -------------------- 7989 HIGHWAY 133 PITKIN COUNTY, COLORADO APPI FC;ATF RF�IDFNCE ALL SERVICE SEPTIC, LLC PO BOX 2844, GLENWOOD SPRINGS, CO 81602 970-618-5033 BSERVATION IPES PRO. 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Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval (in.) Change (in.) Percolation Rate (min./in.) MPI 1 38 10 1.50 3.00 1.50 2.25 4.00 1.75 10 3.00 5.00 2.00 10 5.00 6.00 10 5.00 dry fill 10 1.50 2.50 1.00 10 2.50 3.00 0.50 20 10 3.00 3.75 0.75 2 29 10 2.50 4.50 2.00 10 4.50 5.50 1.00 10 5.50 6.25 0.75 10 6.25 7.00 0.75 fill 10 3.50 4.25 0.75 10 4.25 5.00 0.75 14 3 31 10 3.25 5.00 1.75 10 5.00 6.50 1.50 10 6.50 8.00 1.50 fill 10 2.25 4.00 1.75 10 4.00 5.00 1.00 10 5.00 6.00 1.00 10 AVG = 15 MPI • 0 PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street 3`d Floor Aspen, Colorado 81611 March 27, 2009 (970) 920-5526 FAX # (970) 920-5439 GSS Properties LLC c/o Oak Applegate 7989 Hwy 133 Carbondale, CO 81623 RE: Land Use Approval for New Septic System to Replace a Failing System (PID #2649-044-00-002, Upper Sewell Tracts, Lot P-29 M/B) Mr. Applegate: After reviewing the location in an existing horse pasture for the proposed replacement septic system at the above referenced address, it has been determined that these systems will not encroach into any constrained areas identified in Chapter 7 of the 2006 Land Use Code. Because of this location your proposal can be exempted from formal planning review pursuant to section 7-10-30(b) of the 2006 Land Use Code. Compliance with the following conditions is strongly encouraged: 1. No development or activity associated with the septic systems shall be allowed within the setback areas of the lot. 2. All areas disturbed by construction shall be re -vegetated with native shrubs and grasses within one growing season of the project's completion. [A copy of the Pitkin County Re -Vegetation Guide is attached.] 3. Only Pitkin County Approved Seed Mixes should be used for re -vegetation of disturbed areas. [A copy of the approved seed mixes is attached.] Be advised that all other zoning and building codes and regulations are applicable. This exemption is not vested and may not be applicable at the time of permit submittal. Please be advised that you must comply with all the conditions of the OUVTS Construction Permit. Provide a copy of this letter to Environmental Health as proof of your Land Use approval to obtain your Septic Permit. Additionally you may be required to obtain an Access and/or Earthmoving Permit. If this is the case you will need to provide a copy of this letter for that as well. Please check with the County Engineer for more information. Additionally, if you have any questions or concerns, please feel free to call me at 970-920-5092. Sincerely, Cari Anne Holcomb Cari Anne Holcomb Planner, Pitkin County Community Development 970.920.5092 (Phone) 970.920.5439 (Fax) q�riagnt_h co aitkin cows Enclosures: Pitkin County Revegetation Guide Pitkin County Approved Seed Mixes