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HomeMy WebLinkAboutpitkin.eh.264322100001 (2005) (CDU)8/10/2018 Pitkin County Mail - New Address Assigned: Star Mesa Dr (Woody Creek) .01 -.1KItN COUNrY4 Bonnie Shiles<bonnie.shiles@pitkincounty.com> New Address Assigned: Star Mesa Dr (Woody Creek) 1 message Alex Durant <alex.durant@pitkincounty.com> Thu, Aug 2, 2018 at 2:08 PM To: adele.l.lujan@usps.gov, Elections@pitkincounty.com, Bonnie Shiles <bonnie.shiles@pitkincounty.com>, Parker Lathrop <parker.lath rop@aspenfire.com>, Brian Pawl <Brian.Pawl@pitkincounty.com>, Brian Pettet <Brian.Pettet@pitkincounty.com>, Brooke Stott <bstott@basaltfire.org>, director@pitkin911.org, Cory Garske <Cory.Garske@cityofaspen.com>, Dawn Sager <dawn_sager@cable.comcast.com>, Debby Payne <Debby.Payne@pitkincounty.com>, Bill Gavette <gavette@carbondalefire.org>, Ginny Bultman <Ginny.Bultman@pitkin911.org>, APCCC email <dispatch @pitkin911.org>, Janice Vos <Janice.Vos@pitkincounty.com>, Jim Wilson <jim.wilson@basalt.net>, Joanna Schaffner <Joanna.Schaffner@pitkincounty.com>, Kathy Rogo <Kathy.Rogo@cityofaspen.com>, karen.k.heier@usps.gov, Kurt Dahl <Kurt.Dahl@pitkincounty.com>, Lea Vasten - Meredith PO <Leatrice.E.Vasten@usps.gov>, Lee Ledesma <Lee.Ledesma@cityofaspen.com>, Linda Manning<Linda.Mann ing@cityofaspen.com>, Mary Lackner <Mary.Lackner@pitkincounty.com>, Omaha.AMC@centurylink.com, Ray Gendron <Ray.Gendron@pitkincounty.com>, Scott Thompson <sthompson@basaltfire.org>, Sheila Babbie <Sheila.Babbie@cityofaspen.com>, USPS Carbondale <carrie.katsis@usps.gov>, USPS Old Snowmass <Debra.K.Reams@usps.gov>, Fran Soroka <Fran.Soroka@pitkincounty.com>, Gary Tennenbaum <Gary.Tennenbaum@pitkincounty.com>, Reza.E.Tehrani@usps.gov, Scott Mattice <Scott.Mattice@pitkincounty.com>, Jeremy Duncan<jeremy.duncan@pitkincounty.com>, Tyler Lambuth <tyler.lambuth@pitkincounty.com>, Kristi Long <kristi.long@pitkincounty.com>, Jan Patterson<jan.patterson@pitkincounty.com>, Claude Salter<claude.salter@cityofaspen.com>, Alex Burchetta - PCSO <alex.burchetta@pitkinsheriff.com>, Schuyler Clay <schuyler.clay@pitkincounty.com>, Shelley Popish <shelley. popish@pitkincounty.com>, arlene.a.vickrey@usps.com, "Martinez, Erlinda J - Denver, CO" <Erlinda.J.martinez@usps.gov>, "Benitez, Helen B - Denver, CO" <Helen.B.Benitez@usps.gov>, "Holy Cross Energy (customercare@holycross.com)" <Customercare@holycross.com>, "Aragon, Kristin" <Kristin.Aragon@blackhillscorp.com>, Larisa LaLonde <larisa.lalonde@pitkincounty.com>, Frank Rudecoff <FRudecoff@swfpd.com> �fT'KIN COU N 'T st ADDRESS NOTIFICATION Date: 8/2/2018 Effective Date: 8/2/2018 New Assigned Address: 1510 Star Mesa Dr (CDU) Aspen, CO 81611 Former Address: 1575 Star Mesa Dr https://mail.google.com/mail/u/0?ik=661115d810&view=pt&search=all&permthid=thread-f%3A1607719254281205630%7Cmsg-f%3A1607719254281205630&simpl=msg-f%3A1607719254281205630&... 1/2 8/10/2018 Pitkin County Mail - New Address Assigned: Star Mesa Dr (Woody Creek) Reason for Assignment: Previously unaddressed CDU Parcel ID: 264322100001 Lat/Lon: 39.256145 N , -106.861496 W Property Owner Name: STARVIEW HOLDINGS LLC Note: Address is being assigned for a previously unaddressed standalone CDU on the above parcel. The 1575 Star Mesa Dr address is being is retired and removed from service effective immediately as the building has been demolished. 1525 Star Mesa Dr should remain the primary on this parcel. Please contact for any questions or Further Clarification. Thank You, Alex Q�xMI� Alex Durant CouNT Public Safety GIS Analyst, Pitkin County Government Phone: 970.429.6113 GEOGRAPHIC INFORMATION SYSTEM Email: alex.durant@pitkincounty.com Please set up an appointment before visiting since I normally work offsite during business hours. y 2018 - 15, Map.pdf 942K https://mail.google.com/mail/u/O?ik=661115d8l O&view=pt&search=all&permthid=thread-f%3A1607719254281205630%7Cmsg-f%3A1607719254281205630&sim pl=msg-f%3A1607719254281205630&... 2/2 0 0 Pitkin ^.ounty Environmental Health Departrr—it Pen for an Individual Sewage Disposal S -;m 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 05016 Parcel ID # 2643-221-00-001 Type of permit New( x ) CDU Repair( ) Addition/Remodel to House( ) Name of Owner Payne Gulch, LLC/ Slater _ Street Address 1525 Star Mesa Road Property legal description Size of lot 35 acres Water source # of bedrooms in house Caretaker unit Lots 4&5, Star Mesa Total square footage of the house detached Total square footage of the caretaker unit 1524 sq ft # of bedrooms in caretaker unit 2 # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 2 bedrooms Permit information Designed by All Service Septic Mailing Address PO Box 2844, Glenwood Springs, CO Perc rate 44 mpi Profile hole depth 8 ft Depth to groundwater or bedrock Greater than 8 ft Minimum Septic tank capacity 656 gallons Minimum Absorption area 348 sq ft w/ 50% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated April 25, 2005. Any changes must be approved by this department and the design engineerrg for to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. There must be a 50 foot setback from the field to the ditch. Any area of the ditch that encroaches on that setback must be lined within 50 feet. This system will consist of one 1000 gallon two compartment tank with a biotube pump vault in the second compartment. A distribution box will distribute effluent to three trenches, each with 17 Quick 4 chambers for a total of 51 chambers (the engineered has specified a 30% reduction in area instead of a 50% reduction). Trenches should be buried between 3-5 feet to avoid the clay layer above 3 feet. There must be at least 6 feet of undisturbed soil between each trench. This department does not endorse any brand of products. 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. This department must also be called for an inspection with a minimum of 48 hours advanced notice. *Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: ��'� kk' , Date: Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must ba included w'th this permit before the final approval will be issued. Installer: ` C �y � 012 ll tf' Final approval: 1 Ach 53 C � _ Date: g PITKiN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER ? NL 11S C,A—( (:-:2 ,` Owner's Mailing Address ,, `` 5 T J V/ %_Lr i�� Q City, State, Zip VL� C_o �Za Business Phone: 3032-q9 13d4 Home Phone: E-mail Address: - Primary Contact Person (all communication regarding this permit will go through this person) Name J 0 Vv S -T 19 voxvoxCom an r - r2 /� s l� "_'o/ ry 5 Contact Mailing Address City, late, Zi -e� �� �O tf Business Phone: Cell hone: 9 909 `166 Fax : Zb 5 2 E-mail Address: 04-1 O5 2 Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.or_q qty, 3 - 2-2 - © - Q 0 Street address of property 1 5 2. `� S-� n J "�r�� L12 Legal Description: Lot t{'r``� Block Filing Subdivision 9171�(L HQ.—,%A Size of lot: acres. Type of proposed structure: �U—t�2 L% CDL) Total square feet of house + # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit / ` -� # of bedrooms (potential) in caretaker unit Permit is for: New Home ( V) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental HealDepartment, Pitkin County and employees of these agencies will be held harmless should the individual sewage dispos s stem fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representativ s The ow ssumes fu I responsibility in case of failure of the systema/ Signature of applicant Date Received by Receipt # 4 � Data � C 5 G:�sdslisds applicVsdsapp Rev050103.dcc 7ev'- PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 10-18-05 Send to: Jan Stenstadvold Fax Number: 920-9352 CC: Tim Petz CC Fax Number: 303-216-2796 From: Alicia Gomez Phone Number: 920-5087 Number of Pages, Including Cover: 2 URGENT REPLY ASAP ❑ PLEASE COMMENT ❑ PLEASE REVIEW Z FOR YOUR INFORMATION COMMENTS: Septic Permit # 05016 for parcel 2643-221-00-001, owner Payne gulch, LC/Slater, has been finalized. Please feel free to call 920- 5070 if you have any questions. fayi r over Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web site www.aspenpitkin.com/depts/12/ �..t;.n*„'.�':�-r: r:{�e.�" ;-a"""ir �+, e : • ;'y."� �r jt t %ie Pitkin County Environmental Health r.;. PO Box 2844 Glenwood Springs, CO 81602 �II�I Ph 970-618-5033 L fax 303.216-2796 RECEeVED October 7, 2005 Project No. 1072 Rutgers Construction, Inc. Attn: Jan Stenstadvold 0256 Twining Flats Road Aspen, Colorado 81611 OCT 17 2005 PITKIN COUNTY ENVIRONMENTAL HEALTH Installation Observation, Proposed CDU 1525 Star Mesa Drive Pitkin County, Colorado Mr. Stenstadvold, ALL SERVICE septic, LLC performed installation observations on August 24 and September 14, 2005 for the subject property. The installation included one 1000 -gallon, two-compartment concrete septic tank with a pump in a BiotubeTM pump vault in the second compartment followed by 434 ft2 of drain field. The drain field consisted of two rows of nine gravelless chambers and one row of 10 gravelless chambers, for a total of 28 chambers. Use of Biodiff iserTM chambers was approved by our office and meet the design requirements. The drain field as installed has less infiltrative area than was specified in our design; however, the drain field exceeds the minimum area required by PCEHD Regulations and no modifications are required. A concrete distribution box with a baffle was installed to distribute effluent. 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. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 2 copies sent Reviewed By: ,.. AS -BUILT DRAWING OBSERVATION/VENT PIPE 434 SF OF INFILTRATIVE AREA IN A GRAVELLESS CHAMBER -TRENCH DRAIN FIELD. TWO TRENCHES HAVE ONE ROW OF 9 BIODIFFUSER(TM) CHAMBERS EACH AND ONE TRENCH HAS ONE ROW OF 10 CHAMBERS FOR A TOTAL OF 28 CHAMBERS. - 4" \ R 35 PVC HEADERS CLEANOUT 4" SCH 40 SEWER LINE PROPOSED 2 -BEDROOM t SCALE I" = 30' NORTH ----CONCRETE DISTRIBUTION BOX WITH A BAFFLE I 2" SCH 40 PVC PUMP LINE 1000 -GALLON, TWO-COMPARTMENT, \CONCRETE SEPTIC TANK WITH A BIOTUBE(TM) PUMP VAULT IN THE SECOND COMPARTMENT ORIV Fwq Y LEANOUT 1525 STAR MESA DRIVE ALL SERVICE septic, LLC 10-07-05 PO BOX 2844 PROPOSED CARETAKER UNIT GLENWOOD SPRINGS, CO 81602 FIGURE 970-618-5033 PITKIN ENVIROIQMENTAL HEALTH DEPARTMER ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 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 300 State Review Required? no Perc Rate 44 (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 525 Minimum tank capacity 656.25 gallons Absorption Area (=Q/5 X SQRT perc rate) 75 2 Q A= 696.49121 sq. ft. of absorption area required 45 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? QUICK 4 9_8 QUICK 4 9.2 A = 348.2456 sq.ft. with 50% reductionTRENCHES ;' 487.54384 sq ft 30% reduction BED 16 gravelless chamber units with reduction 53 chamber units with reduc. STANDARD A= 348.2456 sq.ft. with 50% reductionTRENCHES gravelless chamber units with reduction EO 36 I, EQ36 units in TRENCHES SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 1 SETBACK FROM DRY GULCH # of feet = 25 487.54384 sq ft 30% reduction BED ', i chamber units with reduc. EQ36 units in a BED I 1 525 STAR MESA DR FOLLOW STAR MESA DR. IT WILL ) THE LEFT AT THE TO ASPEN AT THE END OF 'E (ABOUT W4 MILE fl < < Pb Box 2844 Glenwood Springs,181602 S[�ul Ph 970-618-5033 ` t Fbx 303-216-2796 April 25, 2005 Rutgers Construction, Inc. Attn: Jan Stenstadvold 0256 Twining Flats Road Aspen, Colorado 81611 Project No. 1072 Subsurface Investigation and Onsite Wastewater System Design, Proposed CDU f25 Sh r Masa Dnve- Pitkin County, Colorado Mr. Stenstadvold, ALL SERVICE septic, LLC performed a percolation test and an onsite wastewater system (OWS) design for the subject residence. The property is located in Star Mesa, in an area where OWS are necessary. This letter is to be used in conjunction with plans provided. SITE CONDITIONS A two-bedroom caretaker unit (CDU) with a living area less than 2000 ft2 is proposed on the subject site. The proposed drain field area has a 1% to 3% slope to the west, and a full cover of native grasses with scattered bushes and scrub oak. Water is provided by an onsite well located greater than 100 feet northeast of the proposed drain field area. SUBSURFACE The subsurface was investigated by excavating an 8 -foot test pit near the proposed drain field location as shown on attached plans. The test pit indicated the site has a 6 -inch root zone, underlain by sandy clay with sparse gravel to 3 feet, underlain by clayey sand with cobbles and gravel to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. The percolation test was performed by digging three percolation holes ranging in depth from 31 to 38 inches. The percolation test yielded percolation rates from 40 to 53 minutes per inch (MPI) with an average rate of 44 MPI. DESIGN SPECIFICATIONS The OWS design is based on 2 bedrooms (4 people), an average daily sewage load of 300 GPD, and a percolation rate of 44 MPI. The installation must include a 1000 -gallon, two-compartment, concrete septic tank with a BiotubeTM pump vault in the second compartment. A gravelless chamber -trench drain field must be installed as indicated on plans provided. Three rows of 17 Infiltrator® Quick4TM • X chambers, for a total of 51 chambers and 499.8 ft2 of infiltrative area, are required must be according to the county ISDS regulations, the septic permit provided by Environmental Health Department, and this design. OPERATION INFORMATION AND MAINTENANCE OWS Design Project No. 1072 Page 2 Construction Pitkin County The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. 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. 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. 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. ALL SERVICE septic, LLC Timothy R. Petz 3 copies PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1072 PROFILE PIT Date of Test: 04/20/05 0 - 0.5' Topsoil, clay, sandy 0.5'- 3' Clay, sandy, with sparse gravel, stiff, moist, red/brown 3'- 8' Sand, clayey, with cobbles and gravel, dense, moist, red/brown/grey 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 34 20 3.50 5.00 1.50 20 5.00 5.75 0.75 20 5.75 6.50 0.75 20 6.50 7.00 0.50 20 7.00 7.50 0.50 20 7.50 8.00 0.50 40 2 38 20 2.50 3.50 1.00 20 3.50 4.75 1.25 20 4.75 5.50 0.75 20 5.50 6.00 0.50 20 6.00 6.75 0.75 20 6.75 7.25 0.50 40 3 31 20 2.50 5.00 2.50 20 5.00 6.00 1.00 20 2.00 3.25 1.25 20 3.25 4.00 0.75 20 4.00 5.00 1.00 20 5.00 5.38 0.38 53 AVG = 44 MPI Pump Selection for a Non -Pressurized System - input Parameters Design Flow Rate 30 gpm Distributing Valve Model None Lift to Discharge 10.0 feet Transport Length 65.0 feet Transport Line Size 2.00 inches Transport Pipe Class/Schedule 40 Discharge Assembly Size 2.00 inches Flow Meter None inches 'Add-on' Friction Losses 0.0 feet Calculations Head Loss Through Distributing Valve 0.0 feet Head Loss in Transport Pipe 1.0 feet Head Loss Through Discharge 1.8 feet Head Loss Through Flow Meter 0.0 feet 'Add-on' Friction Losses 0.0 feet Total Flow Rate 30.0 gpm TDH 12.8 feet 300 270 240 210 w p 180 I— = 150 v E 03 C 120 i� H 90 Mx11 30 I PU P300C Job No. 1072 Proposed Caretaker Unit Effluent Pumps P30 Series 1/2 hp to 1-1/2 t 10 20 30 40 Net Discharge, gpm Orenco Systems Incorporated 814AIRWAYAVENUE SUTHERLIN, OREGON 97479 i TOLLFREE: (800)348-9843 TELEPHONE: (5411459-4449 FACSIMILE: (541)459-2884 www.orenco.com 0 tl I SCALE I" = 20' A 2" PVC PUMP APPROX. 1% _3% SLOPE 50' SETBACK E FROM DITCH u HYDRANT POND) XISTING DITCH / (MUST BE LINED WITHIN 50' OF EXISTING WELL 10' SETBACK FROM LINED DITCH i DIRT ROAD —499.8 SF OF INFILTRATIVE AREA IN A GRAVELLESS DRAIN FIELD) / = CHAMBER -TRENCH DRAIN FIELD. EACH TRENCH MUST 100' SETBACK HAVE ONE ROW OF 17 INFILTRATOR(R) QUICK4(TM) FROM WELL CHAMBERS FOR A TOTAL OF 51 CHAMBERS. r�r -CONCRETE DISTRIBUTION BOX Lu Z J 10' SETBACK FROM LINED DITCH i DIRT ROAD —499.8 SF OF INFILTRATIVE AREA IN A GRAVELLESS 4" SDR 35 PVC CHAMBER -TRENCH DRAIN FIELD. EACH TRENCH MUST OBSERVATION/VENT HAVE ONE ROW OF 17 INFILTRATOR(R) QUICK4(TM) CHAMBERS FOR A TOTAL OF 51 CHAMBERS. r�r -CONCRETE DISTRIBUTION BOX Lu Z J 1000 -GALLON, TWO-COMPARTMENT, CONCRETE } w SEPTIC TANK WITH A BIOTUBE(TM) PUMP VAULT n - IN THE SECOND COMPARTMENT Of CL 4" SEWER LINE (MUST BE SCH 40 UNDER DRIVE) ROAD EASEMENT CLEANOUT \ \ EXISTING \ OR1VFWAY PROPOSED 2 -BEDROOM CDU--/ 0 m EXISTING LLAMA SHELTER - E ALL SERVICE septic, LLC 1525 STAR MESA DRIVE PO BOX 28" GLENWOO SPRINGS, CO 81602 PROPOSED CARETAKER UNIT 970-618-5033 OSED GARAGE STORAGE FORA LOFT 0 INFILTRATOR(R) QUICK4(TM) CUT SHEET 52" 4" 48" (EFFECTIVE LENGTH) 34"-� all CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT Typical Septic Tank Diagram with Effluent Pumping System 1000-CMl , Two -0—V- —lt Cior GgX9 T.*MIP MkP-W r�r °w•• ara r SLOPE FOR DRAINAGE —� 5' MAX xr w. 6' MIN. 3' MIN or PM NOP.eA EXTENT OF rr w r.,r CHAMBER, 3' X 4' EXCAVATION 0 11 ICA TRENCHES MUST BE LEVEL One; Pew• P++. M Per. IA djYP) TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS124 HOURS) = 656 GALLONS REQUIRED TANK = 1000 -GALLON, TWO COMPARTMENT, CONCRETE SEPTIC TANK WITH A BIOTUBE(TM) PUMP VAULT IN THE SECOND COMPARTMENT. PUMP SPECS: TOTAL FLOW RATE = 30 GPM TOTAL DYNAMIC HEAD = 12.8 FEET 'IF GRAVITY DISCHARGE CAN BE ACHIEVED FROM THE SEPTIC TANK TO THE DISTRIBUTION DEVISE, ALL SERVICE SEPTIC, LLC SHOULD BE CONTACTED TO PROVIDE ALTERNATE SEPTIC TANK DETAILS. CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP BACKFILL SLOPE FOR DRAINAGE —� 5' MAX 6' MIN. 3' MIN INFILTRATOR(R) QUICK4(TM) EXTENT OF CHAMBER, 3' X 4' EXCAVATION SCARIFY SURFACE TRENCHES MUST BE LEVEL DESIGN 2 -BEDROOM CARETAKER UNIT, <2000 SF = 300 GALLONS PER DAY TOTAL LOADING = q = 300 GALLONS PER DAY PERCOLATION RATE = 44 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X S" 44) I5 -e% SF REDUCTION OF 30%= 487.2 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 68 FEET = 17 CHAMBERS TOTAL NUMBER OF CHAMBERS = 51 TOTAL INFILTRATIVE AREA = 499.8 SF THREE TOTAL TRENCHES NOTES TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF TREES. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 1 % TO 3% TO THE WEST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES AND SHRUBS. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION PROJECT NO. 1072 04-25-05 • yw MAIN LEVEL PLAN APPROX. 1%-3% SLOPE 50" SETBACK FROM DITC} 9 _71 .E PI 12 2" PVC PUMP LINE CLEANOUT 1 f PROPOSED 2 -BEDROOM C U EXISTING LLAMA SHELTER ALL SERVICE septic, LLC PO BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 1525 STAR MESA DRIVE PROPOSED CARETAKER UNIT cru 10' SETBACK FROM LINED DITCH r i U XISTING DITr'u (MUST BE LII\ WITHIN 50' 0 DRAIN FIELD) HYDRANT POND 100' SETBA(I-1 K FROM i>:iVEI....l.... / / EXISTING WELL 499.8 SF OF INFILTRATIVE AREA IN A GRAVELLESS CHAMBER -TRENCH DRAIN FIELD. EACH TRENCH MUST HAVE ONE ROW OF 17 INFILTRATOR(R) QUICK4(TM) CHAMBERS FOR A TOTAL OF 51 CHAMBERS. CONCRETE DISTRIBUTION BOX 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH A BIOTUBE(TM) PUMP VAULT IN THE SECOND COMPARTMENT 4" SEWER LINE (MUST BE SCH 40 UNDER DRIVE) ) EASEMENT Fx�s`R/ � OPOSED GARAGE ID,,,STORAGE ROPOSED STORAGE, LOFT w z LU O I INFILTRATOR(R) QUICK4(TM) CUT SHEET —52" 12" 48" { (EFFECTIVE LENGTH) 34 " e n u®e■ ee®u n Typical Septic Tank Diagram with Effluent Pumping System •so:' o 1000 -Gallon, Two -Compartment, Concrete Septic Tank with Effluent Pump Orenco Systemsm ,morpmW Fiberglass Gasketed Lid with 814 AR9Y1Y AVM Stainless Steel Bolts MOW ORM 97479-9012 Conduit sed PVC Wow with Grommets) Slope Ground Conduft to (bond to tank adapter with TEMM' Away from Rreer r� Control Panel recommended adhesive) (541) 489-4449 PVC Splice Box with Card Gripe Fec59uE: Y Discharge Assembly (sat) 489-2884 Flexible Hose Inlet Tee Effluent ascharge Diameter Weep Hole Tank Adapter (cast or bolted) Liquid Level o _ ll1 Level Control l Rod Assembly Check Valve (optional) Vault Inlet Ports Flow Inducer COPELSEPTIC TANKS WITH OSI Effluent Pump, Model P50 or P30 HH Pump (230 -volt) CENTER HOLE IN BAFFLE CEN ACCEPTABLE ALTERNATIVE Filter Cartridge Drain Part gwtutk>m Pump Vault Patents j 4,439,323 it 5,492,635 EDW -TD -3 Foreign Patents Pending ®1997, Drenco systems, Inc. Rev. 1.0 (2/98) TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 656 GALLONS REQUIRED TANK = 1000 -GALLON, TWO COMPARTMENT, CONCRETE SEPTIC TANK WITH A BIOTUBE(TM) PUMP VAULT IN THE SECOND COMPARTMENT. PUMP SPECS: TOTAL FLOW RATE = 30 GPM TOTAL DYNAMIC HEAD = 12.8 FEET *IF GRAVITY DISCHARGE CAN BE ACHIEVED FROM THE SEPTIC TANK TO THE DISTRIBUTION DEVISE, ALL SERVICE SEPTIC, LLC SHOULD BE CONTACTED TO PROVIDE ALTERNATE SEPTIC TANK DETAILS. CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 5' MAX 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP 6' MIN. -EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL DESIGN 2 -BEDROOM CARETAKER UNIT, <2000 SF =-300 GALLONS PER DAY TOTAL LOADING = q = 300 GALLONS PER DAY PERCOLATION RATE = 44 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 44) / 5 = 696 SF REDUCTION OF 30% = 487.2 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 68 FEET = 17 CHAMBERS TOTAL NUMBER OF CHAMBERS = 51 TOTAL INFILTRATIVE AREA = 499.8 SF THREE TOTAL TRENCHES ACKFILL SLOPE FOR DRAINAGE----.-. 3' MIN INFILTRATOR(R) QUICK4(TM) CHAMBER, 3' X 4' SCARIFY SURFACE NOTES: TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF TREES. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 1 % TO 3% TO THE WEST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES AND SHRUBS. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION PROJECT No. 1072 04-25-05