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Home My WebLink Aboutpitkin.eh.264322303004 (2015)�1'KIN COUNT ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0026.2015.POWT Parcel ID #: 2643-223-03-004 Permit Issued: ®NEW []REPAIR ❑REMODEL/ADDITION []TANK ONLY ®FIELD ONLY ❑AMENDMENT Owner(s): I nt 4 White Star LLC Property Address: Legal Description: Size of Lot: 2.284 Size of Buildinq: ft2 112 Byers Court Lot 4 Filino 5 W/J Ranch Acres Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: _ []YES ®NO Sq. Ft. This system is designed to serve 4 -bedrooms. The office is not considered a bedroom for the purposes of this permit. Designed By: High Country Engineering Project #: 2151029 Phone #: 970-945-8676 Mailing Address: Fax # Email Address: Dated: 08/06/2015 Perc Rate: 0.5 LTAR Profile Hole Depth: 8 feet Depth to Groundwater or Bedrock: Minimum Tank Capacity 1.600 gallons ➢ 8 feet Minimum Absorption Area: 1008 ft2 (10%+ 30% reductions Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is for a new OWTS for a new 4 -bedroom residence. Sewage will flow via gravity to a 2,000 -gallon 2 -compartment septic tank with an Orenco duplex pumping system installed in the second compartment. Sewage will be dosed to a splitter box and then to a 4 -trench soil treatment area with 17 ADS ARC 36 chambers in each trench (68 total chambers). The soil treatment area shall be a minimum of 20 feet to the house, 10 feet to the property line, and 100 feet to any unlined pond or well. The septic tank shall be a minimum of 5 feet to the house. Evidence that the existing irrigation ditch has been properly abandoned must be submitted to this office as part of the final approval of the OWTS. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Nermisslon Is nereoy given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Kurt Dahl, REHS Date: 08/07/15 Expires: 08/07/2016 Installer. -- (- - { License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: E] �pUj oo z6, ZocS• povJ-T� ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION VEIRI/NR 76 Service Center Rd -Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 223 03 - 004 970-920-5160 or at www.aitkinassessor.org): 2643 Purpose of Permit: (25 NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): $20,000 Property Address: 112 Byers Court, Aspen, CO 81611 Lot: 4 Block: Filing: 5 subdivision: WJ Ranch Property Owner(s)': Email Address: Lot 4 White Star LLC Owner's Mailing Address: PO Box 7699 City, State, zip: Aspen, CO 81612 Home Phone: Business Phone: 970-920-0236 'Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (if not owner): Vince Coghlan Company. Richard Wax and Associates, LLC Contact/Applicant Mailing Address: PO Box 7699 City, State, zip: Aspen, CO 81612 Cell Phone: Business Phone: 970-274-2113 Fax Number: Email Address: coghlanv@gmail.com Building Permit # (if applicable): W4- t+2O`s �Q V Lot Size (in acres): 2.284 Size of Building (square feet): Number of Potential Bedrooms: 4 bedrooms Detached Accessory Unit? YES NO Size of Accessory Unit (square feet): ❑ ® Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: ❑ PRIVATE WELL F-1 SURFACE WATER ❑SPRING COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): Wj Ranch Metro District Engineering Firm: High Country Engineerindob Number: 2151029 Phone Number: 970-945-8676 Fax Number: Mailing Address: matt@hceng.com City, State, zip: Glenwood Springs, CO 81601 PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. 1 understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. Owner Signature quit Date: Applicant Sig1j. Date: FOR OFFICE USE ONLY Received bEN/HR Staff: Fee & Receipt #: Date: 02 3S6 O 4- 3a G:\ TS rch 8, 2008 NEW REGS Office - Admin Forms\OWTS Co st Forms WTS construction permit application.As Updated: 10 7 08 CIVIL ENGINEERING HCE MEMORANDUM LAND SURVEYING To: Kurt Dahl, Pitkin County Environmental Health Department From: Matthew Langhorst, PE Date: July 25`h, 2016 Project: Lot 4, WJ Ranch, Aspen, CO. Subject: OWTS Construction Approval Letter, Permit #0026.2015.Powt The proposed OWTS field design at Lot 4 WJ Ranch, 112 Byers Court, Pitkin County, has been installed per the approved and permitted plans. The installation contractor was Jeffrey Pfirman, 32 Hopi Drive, Carbondale, CO. The chambers were trenched down to the tested soil elevation and installed on native material that was reviewed prior to the chambers being installed. The soils were consistent through the chamber trenches as per what was described within the geotechnical report. The fields are located in their general area of design and have proper separation from trench to trench. The fields are equal to the required 750 sf of chamber infiltration area per the design. The chamber 2" pipes were run through the upper ports on the end caps and through the chambers with the piping being attached to the top of the chambers per dosing requirements. The inspection ports were installed on the north end of the chamber runs, the southern ports were omitted by mistake on the plans and permitted that way. The ports that were installed were brought to above grade as required. The new septic tank meets sizing requirements and pump requirements per the design and has an inlet drop per design. The internal dosing pump was reviewed by Valley Precast, the installer of the pump and tank system, and has been approved as functioning per design. The tank lids have been raised to the proper elevation above grade and backfilling of the trench and septic tank dig have been completed. A trenched irrigation system has been installed over the area of the OWTS system to hide the temporary irrigation abilities of the site. This irrigation zone will be cut and capped in the future when the landscaping has been established. Please see attached photos of the installation. Please let me know if you have questions pertaining to this acceptance letter submittal. Thanks, Matthew Langhorst, P.E. High Country Engineering, Inc. 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, CO 81601 970.945-8676 • PHONE 970-945-2555 • FAX WWW.HCENG.COM Chambers in Trench lF Manifold Box Raised to Grade Dosing Pipe Installed in Chambers 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, CO 81601 970-945.8676 • PHONE 970-945.2555 • FAX WWW.HCENG.COM 2" Pump Line to Manifold Box Location Manifold Location 1517 BLAKE AVENUE, SUITE 10 1 GLENWOOD SPRINGS, CO 81601 970-945-8676 • PHONE 970-945-2555 • FAX WWW.HCENG.COM 10/21/201#6 Pitkin County Mail -RE: Lot 4 WJ Ranch OWTS AsBuiIt and Letter [a t+; i Kurt Dahl <kurt.dahl@pitkincounty.com> RE: Lot 4 WJ Ranch OWTS AsBuilt and Letter 1 message Matt Langhorst <Matt@hceng.com> Mon, Jul 25, 2016 at 9:43 AM To: Kurt Dahl <kurt.dahl@pitkincounty.com> Kurt, Please see updated OWTS AB report. Vince raised the manifold box, see photo. The other ports we had to leave out due to the current state of the landscaping. I will make sure I have them noted correctly in the future, this project plan set dragged on so long I believe the code changed while I was working on it and did not update that note. My bad. Thanks, Matthew Langhorst High Country Engineering, Inc 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 (o) 970-945-8676 (c) 970-379-9847 NOTICE: Use of this electronic media by anyone other than High Country Engineering, Inc. shall be at the sole risk of such user and without liability or legal exposure to High Country Engineering, Inc. By saving these file(s), the user accepts responsibility for this electronic media. From: Kurt Dahl[mailto:kurt.dahl@pitkincounty.com] Sent: Tuesday, July 19, 2016 4:08 PM To: Matt Langhorst Subject: Re: Lot 4 WJ Ranch OWTS AsBuilt and Letter Don't dig up the back yard for the inspection ports. If I missed them then I will note that I also approved the design and we will leave it at that. Have them remove the irrigation and get me your letter with those changes and we will move on. Kurt On Tue, Jul 19, 2016 at 3:24 PM, Matt Langhorst <Matt@hceng.com> wrote: https:Hm ai I.google.com/mai I/u/0/?ui=2&i k=23f7b56ebO&view=pt&q=112%2OByers&qs=true&search=query&th=15622b9tbae3O310&si m 1=15622b9fbae3O310 1/4 10/21/2016 Pitkin County Mail -RE: Lot 4 WJ Ranch OWTS AsBuiIt and Letter You have seen more than I have, went before landscaping was complete and things have changes apparently. I can have Vince add the ports, raise the D -box and I can note in my letter that Zone # for irrigation will be shut off after vegetation has been established if that will work for you. Or I can have him put in on the surface. Thanks, Matthew Langhorst High Country Engineering, Inc 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 (o) 970-945-8676 (c) 970-379-9847 NOTICE: Use of this electronic media by anyone other than High Country Engineering, Inc. shall be at the sole risk of such user and without liability or legal exposure to High Country Engineering, Inc. By saving these file(s), the user accepts responsibility for this electronic media. From: Kurt Dahl[mailto:kurt.dahl@pitkincounty.com] Sent: Tuesday, July 19, 2016 3:22 PM To: Matt Langhorst Subject: Re: Lot 4 WJ Ranch OWTS AsBuilt and Letter Give me a call when you get a chance. Wend to site and inspection ports on front end are missing, d -box not accesible to grade and a permanent irrigation system has been installed over the STA. Thanks, Kurt On Tue, Jul 19, 2016 at 2:31 PM, Matt Langhorst <Matt@hceng.com> wrote: I can get the contractors name and yes on the permit number! Will do right now. Thanks, Matthew Langhorst High Country Engineering, Inc 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 https://maiI.google.com/mail/u/0/?ui=2&ik=23f7b56ebO&view=pt&q=112%2OByers&qs=true&search=query&th=15622b9fbae3O310&sim1=15622bgtbae3O3l0 2/4 10/21/2016 Pitkin County Mail -RE: Lot 4 WJ Ranch OWTS AsBuilt and Letter (o) 970-945-8676 (c) 970-379-9847 NOTICE: Use of this electronic media by anyone other than High Country Engineering, Inc. shall be at the sole risk of such user and without liability or legal exposure to High Country Engineering, Inc. By saving these file(s), the user accepts responsibility for this electronic media. From: Kurt Dahl[mailto:kurt.dahl@pitkincounty.com) Sent: Tuesday, July 19, 2016 2:30 PM To: Matt Langhorst Subject: Re: Lot 4 WJ Ranch OWTS AsBuilt and Letter Who installed the system and can you include the permit number in your final letter? Thanks, Kurt On Mon, Jul 18, 2016 at 11:34 AM, Matt Langhorst <Matt@hceng.com> wrote: Dear Kurt, Please see the attached letter of installation approval for the OWTS System at Lot 4 WJ. Please let me know if you have any questions on the letter or AB drawings. Thanks, Matthew Langhorst High Country Engineering, Inc 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 (o) 970-945-8676 (c) 970-379-9847 NOTICE: Use of this electronic media by anyone other than High Country Engineering, Inc. shall be at the sole risk of such user and without liability or legal exposure to High Country Engineering, Inc. By saving these file(s), the user accepts responsibility for this electronic media. https://maiI.google.com/mail/u/0/?ui=2&ik=23f7b56ebO&view=pt&q=112%2OByers&qs=true&search=query&th=15622b9fbae3O310&sim1=15622b9fbae3O3l0 3/4 10/21/2016 Kurt Dahl Pitkin County Mail -RE: Lot 4 WJ Ranch OWTS AsBuilt and Letter Pitkin County Environmental Health Manager (970) 920-5438 kurt.dahl@pitkincounty.com Kurt Dahl Pitkin County Environmental Health Manager (970) 920-5438 kurt.dahl@pitkincounty.com Kurt Dahl Pitkin County Environmental Health Manager (970) 920-5438 kurt.dahl@pitkincounty.com .n Lot 4 WJ Ranch OWTS AB Letter 7-25-16.pdf 773K https://mail.google.com/mail/u/0/?ui=2&ik=23f7b56ebO&view=pt&q=112%20Byers&qs=true&search=query&th=15622b9fbae30310&sim1=15622b9fbae30310 4/4 7/19/2016 Pitkin County Mail - RE: Lot 4 WJ Ranch OWTS AsBuilt and Letter C0Urtir Kurt Dahl <kurt.dahl@pitkincounty.com> _ — ._ _, e, t '; RE: Lot 4 WJ Ranch OWTS AsBuilt and Letter 1 message Matt Langhorst <Matt@hceng.com> Tue, Jul 19, 2016 at 3:24 PM To: Kurt Dahl <kurt.dahl@pitkincounty.com> You have seen more than I have, went before landscaping was complete and things have changes apparently. I can have Vince add the ports, raise the D -box and I can note in my letter that Zone # for irrigation will be shut off after vegetation has been established if that will work for you. Or I can have him put in on the surface. Thanks, Matthew Langhorst High Country Engineering, Inc 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 (o) 970-945-8676 (c) 970-379-9847 NOTICE: Use of this electronic media by anyone other than High Country Engineering, Inc. shall be at the sole risk of such user and without liability or legal exposure to High Country Engineering, Inc. By saving these file(s), the user accepts responsibility for this electronic media. From: Kurt Dahl[mailto:kurt.dahl@pitkincounty.com] Sent: Tuesday, July 19, 2016 3:22 PM To: Matt Langhorst Subject: Re: Lot 4 WJ Ranch OWTS AsBuilt and Letter Give me a call when you get a chance. Wend to site and inspection ports on front end are missing, d -box not accesible to grade and a permanent irrigation system has been installed over the STA. Thanks, Kurt On Tue, Jul 19, 2016 at 2:31 PM, Matt Langhorst <Matt@hceng.com> wrote: I can get the contractors name and yes on the permit number! Will do right now. https://m ai l.google.com/mai I/u/0/?ui=2&i k=23f7b56ebO&view=pt&search=i nbox&th= l56O5Ob8e646305e&si m l=156O5Ob8e646305e 1/3 7/19/2016 Pitkin County Mail - RE: Lot 4 WJ Ranch OWTS AsBuilt and Letter Thanks, Matthew Langhorst High Country Engineering, Inc 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 (o) 970-945-8676 (c) 970-379-9847 NOTICE: Use of this electronic media by anyone other than High Country Engineering, Inc. shall be at the sole risk of such user and without liability or legal exposure to High Country Engineering, Inc. By saving these file(s), the user accepts responsibility for this electronic media. From: Kurt Dahl[mailto:kurt.dahl@pitkincounty.com] Sent: Tuesday, July 19, 2016 2:30 PM To: Matt Langhorst Subject: Re: Lot 4 WJ Ranch OWTS AsBuilt and Letter Who installed the system and can you include the permit number in your final letter? Thanks, Kurt On Mon, Jul 18, 2016 at 11:34 AM, Matt Langhorst <Matt@hceng.com> wrote: Dear Kurt, Please see the attached letter of installation approval for the OWTS System at Lot 4 WJ. Please let me know if you have any questions on the letter or AB drawings. Thanks, Matthew Langhorst High Country Engineering, Inc 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 (o) 970-945-8676 (c) 970-379-9847 https:Hmail.google.com/m ai I/u/0/?ui=2&i k=23f7b56ebO&view=pt&search=i nbox&th=15605Ob8e646305e&si m l=156O5Ob8e646305e 213 7/19/2016 Pitkin County Mail - RE: Lot 4 WJ Ranch OWTS AsBuilt and Letter NOTICE: Use of this electronic media by anyone other than High Country Engineering, Inc. shall be at the sole risk of such user and without liability or legal exposure to High Country Engineering, Inc. By saving these file(s), the user accepts responsibility for this electronic media. Kurt Dahl Pitkin County Environmental Health Manager (970) 920-5438 kurt.dahl@pitkincounty.com Kurt Dahl Pitkin County Environmental Health Manager (970) 920-5438 kurt.dahl@pitkincounty.com https://m ai l.googl e.com/m ai I/u/0/?ui =2&i k=23f7b56ebO&view=pt&search=i nbox&th=156050b8e646305e&si m I=156050b8e646305e 313 P.O. Box 1908 1011 Grand Avenue Glenwood Springs, CO 81802 C7 L4NCAMELLA Jeff Davis Richard Wax & Associates Aspen, CO 81612 4S50a4 ES, INC. 040MEMMU CONSULTANTS June 4, 2015 Re: Lot 4, Filing 5, W/J Metro District (970) 945-5700 (970) 945-1253 Fax This letter will serve as the Can and Will Serve letter for Lot 4, Filing 5, W/J Metro District. In the original Pitkin County Board of County Commissioner's approval dated June 13, 2006, 5,000 square feet per unit was approved. This represents 1.66 EQR of service from the Metro District for in-house domestic use. In addition, a request for 2,500 square feet of TDRs was also made November 13, 2007, which would represent 0.833 EQR for a total of 2.5 EQR or up to 7,500 square feet. The original service plan for the W/J Metro District also provided for 2,500 square feet of irrigation per lot. This restriction will remain in place. Raw water irrigation for Lot 4, Filing 5 shall be provided by the raw water irrigation system and rights from the Salvation Ditch. Please provide a house plan and landscape plan for review. The tap fee must be paid and meter installed per District regulations prior to construction service. The District will also provide maintenance and operation of the approved onsite wastewater treatment system once installed by the lot owner. Please provide your OWTS design for approval prior to construction. If you have any questions, please contact our office at (970) 945-5700. Very truly yours, Zanc Ila Associates, Inc. Ben Elmore, P.E. cc: Becky Gilbert, W/J Metro District z:125000\25316 wj ranch\201511ot 4 filing 5 can and will serve letter.docx Mr eC o !* .oft"��.t. • February 13, 2015 Richard Wax & Associates P.O. Box 7699 Aspen, CO 81612 Attention: Mr. Jeff Davis Subject: Lot 4, Filing 5 W/J Ranch Pitkin County, Colorado Project No. GS05912-120 We provided a soils and foundation investigation for a residence proposed on Lot 4, Filing 5 of W/J Ranch in Pitkin County, Colorado, dated February 10, 2015. We understand that an Onsite Water Treatment System (OWTS), or sep- tic system, will be utilized on the site. Hydrometer testing of the soils in the area of the OWTS is needed to provide parameters required for the design of the sys- tem. We performed hydrometer testing on a sample from our pit TP -1. The sample tested contained 29 percent gravel and 11 percent sand size particles. The part of the soil sample with diameters smaller than sand were subjected to hydrometer analysis. Hydrometer analysis determined that the samples con- tained 37 percent silt and 23 percent clay size particles. Gradation test results are shown on Figure 1. We appreciate the opportunity to work with you on this project. If you have questions or we can be of further service, please call. Very Truly Yours CTL I THOMPSON, INC. Edward R. White, P.E. Project Engineer ERW:cd cc: Via email to ieffdavis(c�rwaspen.com e ► %4��2 i' 2 or ZA 9 %ve.n /10 so► t 5fr0C+UreV50 wo r5+- cP..ee woo Id. lo - 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 2 it or I..TAA, of 0-5 a Sample of SILT, CLAYEY (ML -CL) From TO -1 AT 12-14 FEET GRAVEL 29 % SAND 11 % SILT & CLAY 60 % LIQUID LIMIT % PLASTICITY INDEX % HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR. 7 HR, TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN 60 MIN 19 MIN 4 MIN. 1 MIN. '200 '100 '50 '4-: '3,-, '16 '10 '8 -4 3/8" 3 4" 1':' 3" 5"6' R" 100 0 90 _.. _......... _..._ . - - _m.... --- 10 80 Y -- J 80 _ ----- — — — — —20 20 070 — ❑ z030 30 w LU a6040 F 50 �--�40 F w LU I - 50 W U g 0-4 0 _ _.. --- --- - _ -. _ w .. _.._. t _— — --- --- -- -- 60 CL 60 30 - �- ---- --- — —..— ...- - - __, 70 70 20. _._._ 20 80 80 10 90 a _ 100 .001 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 200 0.42 152 1 DIAMETER OF PARTICLE IN MILLIMETERS SANDS GRAVEL 100 CLAY (PLASTIC) TO SILT (NON -PLASTIC) 0.42 152 FINE I MEDIUM I COARS FINE COARSE I COBBLES SANDS GRAVEL Sample of SILT, CLAYEY (ML -CL) From TO -1 AT 12-14 FEET GRAVEL 29 % SAND 11 % SILT & CLAY 60 % LIQUID LIMIT % PLASTICITY INDEX % Sample of From RICHARD WAX AND ASSOCIATES LOT 4, FILING 5, W/J RANCH PROJECT NO. GS05912.120 S:IGS05912.0001120%. CalcsIGS05912 120 Gradation (Hydrometer).xis GRAVEL % SAND % SILT & CLAY % LIQUID LIMIT % PLASTICITY INDEX % Gradation Test Results FIG. 1 HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN '200 '100 '50 '40 '30 '16 '10 '8 '4 3/8" 3/4" 1W 3" 5'6' 8" 100 0 --- -- J 80 _ ----- — — — — —20 ❑ z030 LU �--�40 LU - --- -. U g 0-4 0 _ _.. --- --- - _ -. _ w .. t _— — --- --- -- -- 60 CL 30 - �- ---- --- — —..— ...- - - __, 70 20. _._._ 80 _ 1 100 001 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 476 9.52 19.1 36.1 76.2 127 200 0.42 152 - DIAMETER OF PARTICLE IN MILLIMETERS SANDS GRAVEL CLAY (PLASTIC) TO SILT (NON -PLASTIC) FINE I MEDIUM I COARS I FINE COARSE I COBBLES Sample of From RICHARD WAX AND ASSOCIATES LOT 4, FILING 5, W/J RANCH PROJECT NO. GS05912.120 S:IGS05912.0001120%. CalcsIGS05912 120 Gradation (Hydrometer).xis GRAVEL % SAND % SILT & CLAY % LIQUID LIMIT % PLASTICITY INDEX % Gradation Test Results FIG. 1 v N 1 A W C: O z r z m H D m X A C z 0 2 z 2 n 2 rn D W D n x m m v 0 O X m m z n x C m m n n . n n � .4 W N N A OJ m n n Q � 4 rb m rn m m m m � n � n 1 l < < < W W m n N n > m m m n � � o V N V N N A v N 1 A W C: O z r z m H D m X A C z 0 2 z 2 n 2 rn D W D n x m m v 0 O X m m z n x C m m m N LA N N N V m S (D x CD a O O 7 M CD A N 00 -a O n Ol C of rD g C C7 c O a CD C O C 3 m O d rD Ln D f fD CL C O 3 O CDv N a Q cu fD rIm m a C W O a H z C 3 a O O_ W O CL O O 3 N m ffDD C a a3 CL :i 0 O 3 O Cl H T i v 3 C V n O A CL = O n f O a o * v D v o N N a N N N O O 3 N • ro ID 7' m - a m (D oo E� o v p O 77 3 rD vOi N O � N M ° o z rD C 3 7 �r a N < O N N t In G ai r O ID D Q (DD n O 0 - ID O O. 00 D- (D M 0 o 3 0- rt 6 � 3 (l fD rp rD v 0 3 s �. = ro a rD rD Q O' O —M � O fD 3 N v N M v O 7 O N O y rD � N N — !D < G O0 N -0 r rpfD 3 O = rD O r Q' N N rD O 0r ' o D ;;o - MAIN LEVEL PLAN 1 SCALE. TI16 > t 0" ai D AV IDJOHNSTON ARCH ITECTS Pc 119 S. Sprang St. Suite 203 Aspin, CO 81611 TEL 970-925-3444 FAX 970-920-2186 R Ir A RIOHARD A. WAB Sc ARS0CIAm, LLC All ie dm wm�Bvnep� �narcnrM w rsPrcimrMW maemwhg P2 v�robya�ew� m�Pmµmvrrowe.enn:!m Arrnitte6, FCandanebpNiwvttanam m ivPPr Pwrn mv�w�nrdw m'c ruonv o`Nm Mrtrt y,ldh nnaif—yp,,b sna!l6c used dYertlYebsM twenYPurpotc .Pillai w,vx, DRAWING ISSUE CONCEPTUAL DESIGN 0110712015 SITE PIAN APP. 03/101201'. PERMIT APRICONS. DOCS 08/0112015 MAIN LEVEL PLAN PROJECT No: 1501 DRAWN BY: UPPER LEVEL PLAN PROJECT No: 1501 DRAWN BY: UNCC (a) CALL BEFORE YOU DIG 1-800-922-1987 Utility Notification Center of Colorado m—'st—s Once 303232-1991 12800 W. Colfax Ave., Suite B-310 Lakewood, Go 80215 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES, LOT 4, FILING 5, WJ RANCH, PITKIN COUNTY, CO PERMIT DOCUMENTS (6-1-15) PARCEL ID: 264322303004 sse>tV •a 7tB GiS11L••>ff '��C': r VrMI'TY MAP CF SHEET INDEX SHEET NUMBER TITLE CZE sse>tV •a 7tB GiS11L••>ff '��C': r VrMI'TY MAP CF SHEET INDEX SHEET NUMBER TITLE Y TITLE SHEET C1.2 SITE AND UTILITY PLAN 01.3 GRADING AND DRAINAGE PLAN C1.4 r:111:3:�11�1= C1.5 OVERALL SITE DRAINAGE BASIN MAP OWTSi OWTS SYSTEM DESIGN SHEET OWTS2 OWTS SYSTEM DETAIL SHEET amu.. S 'Q h; �, TS X CLIENT= DAVID JOHNSTON ARCHITECTS 119 SOUTH SPRING STREET SUITE 203 ASPEN, CO 81611 4 • ENGINEER= HIGH COUNTRY ENGINEERING. INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE 101 T GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. CONTRACTOR IS REQUIRED TO PERFORM UTILITY LOCATES BEFORE START OF CONSTRUCTION. WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE ENGINEER IMMEDIATELY. 2. THE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT AND OTHER APPROVING AGENCIES ARE TO BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, ALL PERMITS THAT ARE NECESSARY TO PERFORM THE PROPOSED WORK. 4ffiL GRADING N01BB 1. ALL DEMO'D STRUCTURES, CONCRETE, TREES, BRUSH AND RUBBISH SHALL BE REMOVED AND ACCEPTABLY DISPOSED OF. 2. ALL ORGANIC MATTER SHALL BE REMOVED FROM FILL AREAS. 3. ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. ALL SLOPES STEEPER THAN 3:1 SHALL BE TREATED WITH SEED AND MULCH AND EROSION CONTROL BLANKET NORTH AMERICAN GREEN SC150 OR EQUIVALENT. 5. EROSION CONTROL BALES OR SILT FENCE SHALL BE PLACED AT THE TOE AND DRAINAGE OUTFALL POINTS OF ALL SLOPES 2:1 OR STEEPER TO PREVENT SILTATION ON STREETS, WALKWAYS OR ALLEYS. 6. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE REGULATIONS PERTAINING TO GRADING, DUST AND EROSION. 7. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 8. ALL DISTURBED AREAS SHALL RE—SEEDED, MULCHED OR SODDED AS PER COUNTY CRITERIA. 9. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS, INCLUDING EROSION CONTROL AROUND THE PERIMETER OF SAID STOCKPILES. 10. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WAND—CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTIES. 11. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES AT ALL TIMES AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. Q-P�(<' L1Cf'yS I I ENGINEER'S CERTIFICATION PREPARED UNDER MY SUPERVISION MATTHEW R LANGHORST, P.E. COLORADO NO. 37973 FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC. VrMI'TY MAP SCALE: i' — 500• SHEET INDEX SHEET NUMBER TITLE C1.1 TITLE SHEET C1.2 SITE AND UTILITY PLAN 01.3 GRADING AND DRAINAGE PLAN C1.4 DETAIL SHEET C1.5 OVERALL SITE DRAINAGE BASIN MAP OWTSi OWTS SYSTEM DESIGN SHEET OWTS2 OWTS SYSTEM DETAIL SHEET CLIENT= DAVID JOHNSTON ARCHITECTS 119 SOUTH SPRING STREET SUITE 203 ASPEN, CO 81611 4 • ENGINEER= HIGH COUNTRY ENGINEERING. INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE 101 T GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 1. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. THE ACTUAL LOCATIONS MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE OF UNDERGROUND UTILITIES. CONTRACTOR IS REQUIRED TO PERFORM UTILITY LOCATES BEFORE START OF CONSTRUCTION. WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE ENGINEER IMMEDIATELY. 2. THE COUNTY COMMUNITY DEVELOPMENT DEPARTMENT AND OTHER APPROVING AGENCIES ARE TO BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, ALL PERMITS THAT ARE NECESSARY TO PERFORM THE PROPOSED WORK. 4ffiL GRADING N01BB 1. ALL DEMO'D STRUCTURES, CONCRETE, TREES, BRUSH AND RUBBISH SHALL BE REMOVED AND ACCEPTABLY DISPOSED OF. 2. ALL ORGANIC MATTER SHALL BE REMOVED FROM FILL AREAS. 3. ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. ALL SLOPES STEEPER THAN 3:1 SHALL BE TREATED WITH SEED AND MULCH AND EROSION CONTROL BLANKET NORTH AMERICAN GREEN SC150 OR EQUIVALENT. 5. EROSION CONTROL BALES OR SILT FENCE SHALL BE PLACED AT THE TOE AND DRAINAGE OUTFALL POINTS OF ALL SLOPES 2:1 OR STEEPER TO PREVENT SILTATION ON STREETS, WALKWAYS OR ALLEYS. 6. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE REGULATIONS PERTAINING TO GRADING, DUST AND EROSION. 7. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 8. ALL DISTURBED AREAS SHALL RE—SEEDED, MULCHED OR SODDED AS PER COUNTY CRITERIA. 9. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS, INCLUDING EROSION CONTROL AROUND THE PERIMETER OF SAID STOCKPILES. 10. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WAND—CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTIES. 11. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES AT ALL TIMES AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. Q-P�(<' L1Cf'yS I I ENGINEER'S CERTIFICATION PREPARED UNDER MY SUPERVISION MATTHEW R LANGHORST, P.E. COLORADO NO. 37973 FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC. GRAPHIC SCALE 11 20 IN FIIZT ) 1 Inch - 20 IN. NOTES: Kc j ZopQ� 0 1.) EXISTING SURVEY AND PROPOSED BUILDING INFORMATION PROVIDED BY ASPEN SURVEY ENGINEERS, 2015. m U O UC '. 2.1 PROVIDE SEDIMENT CONTROL FENCE AROUND THE PERIMETER OF THE PROPERTY FOR EROSION CONTROL AND PROPERTY BOUNDARY DEFINITION. g� N 3.) REFER TO THE DETAIL SHEET FOR GRYWELL DETAILS rU _Z CO 4.) ALL STORM PIPES WITHIN THE FROST DEPTH SMALL BE HEAT TAPED. SS m 8 5.) PROVIDE EROSION CONTROL LOGS AROUND INLETS FOR EROSION CONTROL -{E 2U '- 6.) ADD 7700' TO ALL SPOT ELEVATIONS KL3S O 7.j SEE SOILS REPORT FOR MINIMUM SLOPES AWAY FROM HOUSE FOR PERVIOUS AND /7 NON -PERVIOUS SURFACES. } ACTIVITY I � / S) SEE TREE REMOVAL AND PROTECTION PLAN IN THE LANDSCAPING PACKET. m ENVELOPE, -..... ...... +"+' i Z 2OOLF OF SILT FENCE / B) A 4" PVC DOWNSPOUT COLECTON SYSTEM WILL CONSTRUCTED AROUND THE HOUSE AS NEEDED AT A / 1.0X MIN SLOPE AND BROUGHT TO THE TI'q 6' PVC MAIN UNE COLLECTOR PIPES TO THE DflYWilJ. LOCATION. 85LF 6" PVC PIPE TO COLLECT- PROPERTY / DR N®m AS CND EXAACxCO� � MET. TO THE 6" PIPES MAY VARY, CONTRACTOR CAR ADJUST �+ / M ROOF DOWNSPOUT GRAIN / N / ' SYSTEM, MIN. SLOPE 2.0%. SEE ARCHITECTURAL/STRUCTURAL PLANS FOR SPECIFIC HOUSE DIMENSIONS EASEMENT SEE I:: J7QS 1.jKING AREA, AWAY FROM THE PROPOSED HOME. SNOW STORAGE FOR DRIVEWAY AND AUTO -COURT TO BE PLACED AT THE NORTH END OF THE 0 r RAISE EX187ING BERM �t ""'- •�y� / PARN ( IS' TO2A \ - I _ I " fey._! #�•(? 12.) CONTRACTOR TO CALL UNCC FOR UTILITY LOCATES PRIOR TO COMMENCING WORN. � 13.) A PITKIN COUNTY INSPECTION OF THE SITE PRIOR TO WORK COMMENCING IS REQUIRED, CALL - �, • �•� ,� : ',,' COUNTY COMMUNITY DEVELOPMENT ENGINEER 45 HOURS IN ADVANCE OF MEETING TO SCHEDULE. 14.) OVERALL ANTICIPATED AREA OF DISTURBANCE FOR THE SITE INCLUDING UTUTES, DINTS, HOUSE DIG, GRADING FOR DRAINAGE AND RULING OF DITCH: 42,750 Sr. LEGEND /a EXISTING ASPHALT ROADWAY% � It ' ? / I ( , PROPOSED DRIVEWAY Z i 115LF OF SILT PROPOSED PATIOS 'FENCE.In T F� LOT 4„ PROPOSED SILT FENCE D: Y O} / PROPERTY 11 \ \\ \\ \+,V E%ISTNG PROPEflTY BOUNDARY m iG LINE yl 7 1 II \ \\ \ \ *\--------------- EXISTING EASEMENTS 3 i \ LOT 2 +- �LL��\� \ \ \ ------7705------- EXISTING MAJOR CONTOUR o LL EASEMI;ffT /"� /�} r ^ K� I WITDHE2'OfVS ROELLUNDIN)h� \\. \\\ .-. .... .. ... . .. ... ... ... EXISTING MINOR CONTOUR •` GRAVELS PB[2 TAIL PROPOSED MAJOR CONTIG V Ito B^ PVC INV INY '•� GRATE. 7PROPOSED MINOR CONTOUR Z / '� F 1f .. •T 1 OF WE \ \ � BOTTOM OF WELL PROPOSED SWALE FLOWLNE 1 1` 43LF 6" PVC PIPE TO COLL'1�'T� \\ \\ PROPOSED STORM GRAIN N POND OVERFLOW ROx V ) 1 ` ROOF DOWNSPOUT DRAIN \^. PROPOSED SLOPE ID ( %1 .'h/✓.f' \ k, TO I Z N R SYSTEM, MIN. SLOPE 2.0%.K\ �' 4 _\ LOT 1 POND SYSTEM. SPOT ELEVATION - O \\14 Y '1(` !\\ \�\ : \ . ® PROPOSED INLET IlI ; m m M LOT 4 W/J OWTS DESIGN CALCULATIONS 2015: 4 -BEDROOM RESIDENCE: • (100 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 4 BEDROOM) AVERAGE DAILY FLOW = 800 GALLONS • DESIGN FLOW = Q = 800 GALLONS TANK SIZING: • (800) x 48/24 HOUR RETENTION TIME = 1,600 GALLONS • USE 2,000 -GALLON, TWO COMPARTMENT SEPTIC TANK WITH LOW HEAD DOSING PUMP. (Pump to dose 200 gallons per cycle) ABSORPTION AREA SIZING: • LTAR RATE = 0.50 GAL/SF • •• CALCULATED AB FGA ABSORPTION EAYA=(Qd/LTAR) •• ABSORPTION AREA = 800GPD/0.50 LTAR = 1,600 SF ... REDUCTION REDUCSING TION. IN TRENCH CTION •• 30% REDUCTION FOR CHAMBERS IN A TRENCH. ••• 1,008 SF WITH REDUCTION. TOTAL AREA REQUIRED FOR 4 BEDROOMS = 1.008 SF HANGING PIPE IN ADS CHAMBERED TRENCH SYSTEM- • ABSORPTION AREA PER DESIGN 1,008 SF. • EACH "ADS" CHAMBER ACCOUNTS FOR 15SF OF AREA. •• 68 CHAMBERS REQUIRED (67.2 CHAMBERS ROUNDED UP). •• 20 CHAMBERS MAX PER RUN FOR 100LF OF LENGTH MAX. •• 4 ROWS OF CHAMBERS (17 CHAMBERS) SPACED 6' APART FOR REQUIRED AREA: (1,020 SF) PROPOSED STORK GRAIN PROPOSED SLOPE 1. ABSORPTION LATERALS SHALL NOT EXCEED L -HET IN LENGTH. 2. THE BOTTOM OF EACH ABSORPTION TRENCH SHALL BE LEVEL. 3. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND TRENCHES, AS NECESSARY, TO PREVENTSURFACE RUNOFF FROM ENTERING ABSORPTION AREA 4. TRENCH IATERALS SHALL FOLLOW CONTOURS IF POSSIBLE. 5. INSTALL INFILTRATOR CHAMBERS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. TRENCH BOTTOM AND SIOEWAU S MUST BE RAKED To REMOVE SOIL SMEARS INCURRED DURING EXCAVATION. 7. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA IS PROHIBITED 8. BOULDERS EXISTING WITHIN THE TRENCH SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF ONSRE SELECT OR PIT -RUN MATERIAL 9. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING SEPTIC TANK SYSTEM PARTS. 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND DEPTHS OF ALL EXISTING BURIED UTILITIES. 11. CLEAN OUTS ARE REQUIRED WITHIN 5 FEET OF THE HOUSE FOUNDATION AND A MAXIMUM OF 1001E SEPARATION ALONG THE SEWER UNE PUN. IF 9O DEGREE BENDS ARE USED, REDUCE MAXIMUM CLEAN OUT SEPARATION TOM U. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALLWATERTIGHT COMPONENTS, PRIOR TONE ABSORPTION AREA, TO PREVENT INFILTRATION. 13* TOPSOIL COVER MAY BE VARIED (WITH 6- MINIMUM) TO ALLOW FOR NON -INTRUSIVE LANDSCAPING, MAXIMUM BURY DEPTH OF 4' IN DEPTH. 14. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO FINAL GRADE. 15. LOCATIONS OF ALL COMPONENTS MAYBE VARIED AS NECESSARY IF ALL MINIMUM SETBACK DISTANCES AND MINIMUM PIPE SLOPES ARE MET. 16. TH15 DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILLAND PROVIDE REPORT TO COUNTY. 17. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS NITS, WATER SOFTENERS OR WATER FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. GARBAGE DISPOSAL INSTALLATION AND USE IS ALSO DISCOURAGED. 18. INSTALL BLUE BOARD INSULATION OVER SEWER PIPE WHEREVER PIPE DEPTH IS LESSTHAN FROST DEPTH. 19. THE SUB -SOILS EXPOSED IN THE PROFILE BORING CONSISTED OF SANDY CLAY, WITH A LOWER LEVEL OFCIAYEY SILT WITH GRAVEL ANOBDULDERS. USDA CHART"LOAM'. 29%GRAVEL 11% SAND, 23%CLAY ANDS SHT PER THE HYDROMETER TESTING IN THE REPORT. SEEM THOMPSON GEDTECH REPORT DATED FEBRUARY ION AND ADDED SUPPLEMENTAL INFORMATION FROM FEBRUARY 13TH, 2015. JOB NUMBER G505912-120. 20. SITE PLAN INFORMATION, NUMBER OF BEDROOMS, SIZE OF HOUSE PROVIDED BY PRO)ECTARCHRECT. 21. LEACH FIELD MUST BE INSPECTED AND SURVEYED DURING/ -ER INSTALLATION FOR DESIGN VERIFICATION AND FINAL FIELD AS -BUILT DRAWINGS AND ENGINEER SIGN -OFF. 22. NO IRRIGATION DITCH FACILITIES ARE TO BE CONSTRUCTED ON THE SITE, ONSITE LANDSCAPE IRRIGATION WILL NOT BE APPLIED TO THE OWTS SYSTEM AREA EXCEPTING TEMPORARY FACILITIES TO ENCOURAGE GRASS GROWTH FOR THE FIRSTYERR. 23. DOMESTIC WATER IS TO BE PROVIDED BY THE W/I RANCH METRO DISTRICT, MUNICIPAL SYSTEM. 24. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS FOR ONSITE WASTEWATER TREATMENT SYSTEM DESIGNS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 25. CONCRETE SEPTIC TANK SHALL COMPLY WITH THE STRUCTURAL DESIGN CRITERIA OF ASTM C1227-12 (STANDARD SPEOFICATIDNS FOR PRECAST SEPTIC TANKS). 26. ALL NEW TANK INSTALLATIONS REQUIRED THE INLET HE MUST BE PLACED WITHIN THE CLEAN WATER ZONE IN THE TANK, BELOW THE SCUM LAYER AND ABOVE THE SLUDGE AYER. FILTER SHALL EKTEND INTONE LIQUID A DISTANCE EQUAL TO APPROXIMATELY 40% OF THE LIQUID DEPTH POTENTIAL 4 ROWS OF 17 CHAMBERS, I 2" DISTRIBUTION PIPE TO BE HUNG FROM IITOP OF CHAMBERS PER DETAIL. INSTALL INSPECTION PORTS AT END OF CHAMBER RUNS PER DETAIL. I I / I I I \\ 1 11 11 1 1� I I 1 I/P co I t I/i III I 1 I I I � II rl 1 �t II 1 J II I I 1 I \1 \ I 11 1 ,1 l 71 tllI 0 i., k 1 20.67 o I \ t p Axt / / r � � / CC ) f V I F ' //'2-o PVC PRESSURIZED SEWE LINES /TO CHAMBERS. o F / 1 I IF I-------------- I 1 i 1\ I 1 I 1 I 1 I i I 1 1 1 1 4 WAY LOW PRESSURE PLASTIC SPLITTER BOX WITH 4-2" VALVES INTERNAL. 2 CHAMBER 2000 GALLON SEPTIC TANK WITH LOW HEAD ORENCO DOSING PUMPS. r --INV. IN: 7784.20' INV. OUT: 2" PRESURIZE PUMP LINE TO SPLITTER BOX. [-MIN. OF 4" PVC LINE AT 2.0% / MIN. SLOPE. CLEAN OUT N/ 1 � 1 ) I GRAPHIC SCALE s T T w DE MT L I..h - 10 & 0 LICE o�'0a �" 3n% 93 `SSIONAIE' IRRIGATION DITCH TO BE FILLED IN AND ABANDONED. w W z > <m0p 00 w §COD F° r m ,g's U9 p 0 Mm J-10 2 U N f a tw N z °orf 0O w00z b., zrNz 9. OO jKf.0 aU m0Q`>Q0 U ¢ mX0 0 a z U � F w EOSIING ASPHALT ROADWAY PROPOSED DWNEW'AY PROPOSED PATIOS EDSTING PROPERTY BOUNDARY - - - - - - - - - - - - - - - - EBSIWC EASEMENTS --------7/05------- EASING MAJOR CONTOUR ----------------- EBSTING MINOR CONTOUR PROPOSED MAJOR CONTOUR 851. PROPOSED MINOR CONTOUR -~ PROPOSED SWALE FLOMJNE PROPOSED STORK GRAIN PROPOSED SLOPE 1. ABSORPTION LATERALS SHALL NOT EXCEED L -HET IN LENGTH. 2. THE BOTTOM OF EACH ABSORPTION TRENCH SHALL BE LEVEL. 3. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND TRENCHES, AS NECESSARY, TO PREVENTSURFACE RUNOFF FROM ENTERING ABSORPTION AREA 4. TRENCH IATERALS SHALL FOLLOW CONTOURS IF POSSIBLE. 5. INSTALL INFILTRATOR CHAMBERS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. TRENCH BOTTOM AND SIOEWAU S MUST BE RAKED To REMOVE SOIL SMEARS INCURRED DURING EXCAVATION. 7. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA IS PROHIBITED 8. BOULDERS EXISTING WITHIN THE TRENCH SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF ONSRE SELECT OR PIT -RUN MATERIAL 9. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING SEPTIC TANK SYSTEM PARTS. 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND DEPTHS OF ALL EXISTING BURIED UTILITIES. 11. CLEAN OUTS ARE REQUIRED WITHIN 5 FEET OF THE HOUSE FOUNDATION AND A MAXIMUM OF 1001E SEPARATION ALONG THE SEWER UNE PUN. IF 9O DEGREE BENDS ARE USED, REDUCE MAXIMUM CLEAN OUT SEPARATION TOM U. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALLWATERTIGHT COMPONENTS, PRIOR TONE ABSORPTION AREA, TO PREVENT INFILTRATION. 13* TOPSOIL COVER MAY BE VARIED (WITH 6- MINIMUM) TO ALLOW FOR NON -INTRUSIVE LANDSCAPING, MAXIMUM BURY DEPTH OF 4' IN DEPTH. 14. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO FINAL GRADE. 15. LOCATIONS OF ALL COMPONENTS MAYBE VARIED AS NECESSARY IF ALL MINIMUM SETBACK DISTANCES AND MINIMUM PIPE SLOPES ARE MET. 16. TH15 DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILLAND PROVIDE REPORT TO COUNTY. 17. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS NITS, WATER SOFTENERS OR WATER FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. GARBAGE DISPOSAL INSTALLATION AND USE IS ALSO DISCOURAGED. 18. INSTALL BLUE BOARD INSULATION OVER SEWER PIPE WHEREVER PIPE DEPTH IS LESSTHAN FROST DEPTH. 19. THE SUB -SOILS EXPOSED IN THE PROFILE BORING CONSISTED OF SANDY CLAY, WITH A LOWER LEVEL OFCIAYEY SILT WITH GRAVEL ANOBDULDERS. USDA CHART"LOAM'. 29%GRAVEL 11% SAND, 23%CLAY ANDS SHT PER THE HYDROMETER TESTING IN THE REPORT. SEEM THOMPSON GEDTECH REPORT DATED FEBRUARY ION AND ADDED SUPPLEMENTAL INFORMATION FROM FEBRUARY 13TH, 2015. JOB NUMBER G505912-120. 20. SITE PLAN INFORMATION, NUMBER OF BEDROOMS, SIZE OF HOUSE PROVIDED BY PRO)ECTARCHRECT. 21. LEACH FIELD MUST BE INSPECTED AND SURVEYED DURING/ -ER INSTALLATION FOR DESIGN VERIFICATION AND FINAL FIELD AS -BUILT DRAWINGS AND ENGINEER SIGN -OFF. 22. NO IRRIGATION DITCH FACILITIES ARE TO BE CONSTRUCTED ON THE SITE, ONSITE LANDSCAPE IRRIGATION WILL NOT BE APPLIED TO THE OWTS SYSTEM AREA EXCEPTING TEMPORARY FACILITIES TO ENCOURAGE GRASS GROWTH FOR THE FIRSTYERR. 23. DOMESTIC WATER IS TO BE PROVIDED BY THE W/I RANCH METRO DISTRICT, MUNICIPAL SYSTEM. 24. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS FOR ONSITE WASTEWATER TREATMENT SYSTEM DESIGNS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 25. CONCRETE SEPTIC TANK SHALL COMPLY WITH THE STRUCTURAL DESIGN CRITERIA OF ASTM C1227-12 (STANDARD SPEOFICATIDNS FOR PRECAST SEPTIC TANKS). 26. ALL NEW TANK INSTALLATIONS REQUIRED THE INLET HE MUST BE PLACED WITHIN THE CLEAN WATER ZONE IN THE TANK, BELOW THE SCUM LAYER AND ABOVE THE SLUDGE AYER. FILTER SHALL EKTEND INTONE LIQUID A DISTANCE EQUAL TO APPROXIMATELY 40% OF THE LIQUID DEPTH POTENTIAL 4 ROWS OF 17 CHAMBERS, I 2" DISTRIBUTION PIPE TO BE HUNG FROM IITOP OF CHAMBERS PER DETAIL. INSTALL INSPECTION PORTS AT END OF CHAMBER RUNS PER DETAIL. I I / I I I \\ 1 11 11 1 1� I I 1 I/P co I t I/i III I 1 I I I � II rl 1 �t II 1 J II I I 1 I \1 \ I 11 1 ,1 l 71 tllI 0 i., k 1 20.67 o I \ t p Axt / / r � � / CC ) f V I F ' //'2-o PVC PRESSURIZED SEWE LINES /TO CHAMBERS. o F / 1 I IF I-------------- I 1 i 1\ I 1 I 1 I 1 I i I 1 1 1 1 4 WAY LOW PRESSURE PLASTIC SPLITTER BOX WITH 4-2" VALVES INTERNAL. 2 CHAMBER 2000 GALLON SEPTIC TANK WITH LOW HEAD ORENCO DOSING PUMPS. r --INV. IN: 7784.20' INV. OUT: 2" PRESURIZE PUMP LINE TO SPLITTER BOX. [-MIN. OF 4" PVC LINE AT 2.0% / MIN. SLOPE. CLEAN OUT N/ 1 � 1 ) I GRAPHIC SCALE s T T w DE MT L I..h - 10 & 0 LICE o�'0a �" 3n% 93 `SSIONAIE' IRRIGATION DITCH TO BE FILLED IN AND ABANDONED. w W z > <m0p 00 w §COD F° r m ,g's U9 p 0 Mm J-10 2 U N f a tw N z °orf 0O w00z b., zrNz 9. OO jKf.0 aU m0Q`>Q0 U ¢ mX0 0 a z U � F w IJ •• I I • /irrrrj, ry /irlriir, � 11 1 ill Illlr �Ilrr/. CRY I>„,� �rllirrl�riii�/ _ W r` /�jrl /i /�II�rY+�EI r4 qT q N 1 E /rrrr . • I ■ lirrrrt// /rrrr •�Iriirr iri • iy r • • ii/D irrry Irr: rrrrl/If rrrlll• , i�,Plri. r • • y ri r ri �jrrrrlrr Ilrrrrjl�. • rrrr rrrrr rr �rrrrlrrrllrrrlr;;ri/`N( �Ilrrr �rlrrrl;Irr'IIj • ••'Irrrrl I l��IIII • •E 11 III , • L I rr+;rrrri!��I �Il�r•�) I .riirrlrr ±frrr/F; .�rl�rl rl/l rlrrj ! / �; rrlrrrrr,��,�i' irrr rrs;I rirrii r�rrr��r rrrr rri. t i --• •illl �� ! �: Irrrrr�rrrll �jr44'IrrIItA •rllrrl�. t/'Iii'�rrrr�rrrr�rj�r•I�rrlrr%rr•'1. •• /rr;I.0,2, �rllrr I% 7 Zrrrllrrrli�rrr�i •Irrrllrr/ `IIIrlrlrrlllllrlllr�Ii 2 15 1029 •Ilrlrl��F /�/; !Illrrrlllrrrll�� • • �rrl/l� �� Ir/Irgrill, rr � rr r �r (rrrr r / r ri ✓S rr l • �� OWTS I W m zmOF UTILIZE UPPER MANIFOLD z ,Our Fg1"o °Wx5 PORTS FOR PIPE ATTACHMENTS, z�gW �-o O1 E Kfi-m 2" DISTRIBUTION PIPE oo Nf 'fDiuSl REMOVABLE PVC CAP TO BE HUNG FROM TOP OF zO(Nz °512 CHAMBER WITH " HOLES AT 4� O b g d "9 �m 7zJOD� CENTERS FACING UP. DRILL 4 - 1/2"0 AIR HOLES END OF PIPE V HOLE TO FACE '~ O A �rc�rc IN EXPOSED PIPE DOWNWARD FOR DRAINAGE. aD�. N�aW U m0° 4" 0 INSTALL VERTICAL INSPECTION PIPE 12R MIN. COVER 1. Table6.2&1Minimum Horizontal Distances inFeet BetweenComp—ritsofanon-6aeWmlevaterTreatment System o 6 � AT END CAP OF INFILTRATOR UNITS. TOP SOILS AND h I dHetthl an Features SOLID PIPE _ - 48" MAX. COVER NATURAL BACKFILL OVER TRENCHES _ _ IIS -ISI / _ II _ -I I RDEGHENEb I I -I I -III-I I I II- C0 LING— / 1- - - =111 111= -I I I -I / / -I �. -I I I -I I 11 MI I -II III, -III II- ,3" I I 0 I I- I I -I IIEl I II El - -III -ISI III- ° =I 4" 0 PERFORATED PIPE I M1=II -III -I UNIT & END CAP. ADS INFILTRATOR I -I I -I I_I I I�I-IIIIIIIII - ,ADS INFILTRATOR UNIT &END CAPADS INFILTRATOR —1 I I-1 11-1 I I 1-11111 �-f f j - UNIT & END CAP. NATURAL NATURAL GROUND GROUND INSPECTION WELL DETAIL TRENCH CROSS SECTION (TYP.) N.T.S. N.T.S. installed Atter November 14 1973 and Waley P ca an Spr J�' Potable Potable DWellirg Property S ibsrfate Lake, Dry Septic Wel, Water Water Occupied Lmee. Drain, Water OulGrt, Tank ,Gt n Supply' S+y{ny Bwkd,ng Piped or 101imitteit Course, at Line Une Oat— Lined lmoon Stream, Bark Irngatio Lateral, Wetland Fill n Ditch Drynell, Area Stormrrater (from In"On Crest) SbLd— Septic Tank, Higher Level Troabnenl Unit, 501 id, 25 5 10 10 100, 10 - I, Tank Vault 9n1di S—or Effluent Lines r6o 10x 25' 0 101 10 100x" 10' -- STA Tier". STA Bad Unlined Sad 25 25 20 le 25 100, 25 5 Filter, S,bwface Dispersal System, See Pit Lined Sad Filer lot 25 15 10 10 100 10 5 Lined E'P't'enspaton Field or oAsde 101 25 15 10 10 100 10 5 of Berm of Lksd Wastewater Pod Unlined Sand R9er in Soll Wtth a 100' 25' 25 15 10 25 100, 15 10 Percolat'on Rate Slower than 60 MirNrtes per Imh, Uni,ned Or Partially Lined Evapotrarepration System, Outside of Berm of Unlined Wastewater Pod, or System Not Relying on STA for Treatment Omer than Aerosol V.Dt Pr 50 101 25 15 10 10 100, 10 System Not Relying on STA for 100' 10' 50 125 10 0 1W 10 10 T—= Tmd Ubl¢i Aerosol Methods Y K m � w !YO O U) O � U F 0 O a O U1 Or W N O � O p Z Z m QED O Sa - PITKIN COUNTY SETBACK GUIDELINES U Z 4�0 �-p / m ....•.• Z N 93 w°m 0 �KSSIOfilALE Z u' ° " U jui¢ l7 ZOLL Z Z W?ro w W ¢ 1-0 2 NOTES: O rT x. OONCRETETANK MUST MEET ASTM C1x2T-125TANDARDS. 2. ADDITION OF A CHARCOAL FILTER VENT LINE FROM TANK CHAMBERS WILL PROLONG THE DFE OF THE TANK CONCRETE, NOT REQUIRED. -- (�.@' Z n Z h 7 N W D OZ U 0 = a 2000 Gallon Top Seam Item # Two Compartment REMOVABLE PVC CAP T ARKER 2000T-2CP-LH with Low Head Pump ISSTOLBE BUR ED.IF CAP FINISH GRADE • tlDm.��sr. wg a R.ePw81- H' ��Pe pKeew M .naRa ""n" e wL.o ,«ma a. ."E«Mvivww e.e Tap + 0 in Mmislt,6N-08 to. refew,�"�onneelan II�a "", Nra aB., we=un a RaR < mK. 4" COUPLING «F....a c-N'y .Km M1..� wvma R.ee« 4" RISER o 0 ,.Nq w..n <b,aw..ra �•� ;j r.a - Z 1, 4" 45' SWEEP BEND ALLOWABLE BURY t 4" SEWER LINEIL (e"»a o. rmEe, Tw,qO l I 4i Wi RATER TAaf o• r r FLOW Y Z a a O f. v e.yralrr+L■Ilaq�r�Ft O 1al.eM.,w,p END CAP ENU CAP ENO CAP 4" % 4" X 4" �� •3Myke oybeay�sYYa19-M�asrM• FRONT MEN SIDE I,,EW FEAPlTOP VIEN PVL. WYE i ---- Frt ta,rRN7 H., w.yre PROJECT NO 'maWRv svR arwrl DRn.ren aEv. oau«T,on .. emnAwFc w Kroan _ 9 :ta trw r taw rrrt own r aleo t.W�a aaa sift a.aa tea W Tm.R Taa �, ami erQ �0 H z PREPrnm THIS oEnKL ensm ON —KwnoN PROMED TO nus ms - a«o ASSEMBLY 215102 ��CLEAN OUT ;s• eelw RNa M 7Y 1aY I M ex' teM ea rOT pl IDM ad. aHa Re1,33]D a. xI Iw Icn oru. Nc ¢ enFlam m aERcr TH CO'NNENIS AS REWESIFD. MS IMS Nm OfRmRNFD Mr EHOIEERIXG OR DESGN a.IeAl ._� . .....__ d s�rnaa FOR THp imam. xoR HAs eos wDmvoeNnr vEwnET: ,HE rroRMATivx nlRrtm TIE INnNUTnN rnNls enc ae aut�a a !7th 1L7B8 XmFw AIE vuKDtu eFOpMpe1x1K1N5 Aro wtE NOT aPEpnC fOR TNS /RODE T. ,1E aESION DIDNEEA iIMLL d REMDR THE4 vtrMs FPoDII 10 WISIROC„ON R a THE OFSDN EHDND55 PESf91151011rr TO D'ISORE INC DET. tS ars SEWER CLEAN OUT DETAIL TYPICAL MICROFAST 2.000 GALLON a °®' ME APMAB£ NnoMN mA E OA LDGL REGUNaM N 5 ANO ro EHAIE nM' HE ym_vns aF, DETNLB PROMOfa NptDN ARE ACCEPT FTNI 116 �wPRarm. ow.w,"a NKwu N.T.S. owTs2 TWO COMPARTMENT TANADS CHAMBER DETAIL TANK WITH PUMP Y K m � w !YO O U) O � U F 0 O a O U1 Or W N O � O p Z Z m QED O Sa - PITKIN COUNTY SETBACK GUIDELINES U Z 4�0 �-p / m ....•.• Z N 93 w°m 0 �KSSIOfilALE Z u' ° " U jui¢ l7 ZOLL Z Z W?ro w W ¢ 1-0 2 NOTES: O rT x. OONCRETETANK MUST MEET ASTM C1x2T-125TANDARDS. 2. ADDITION OF A CHARCOAL FILTER VENT LINE FROM TANK CHAMBERS WILL PROLONG THE DFE OF THE TANK CONCRETE, NOT REQUIRED. -- (�.@' Z n Z h 7 N W D OZ U 0 = a 2000 Gallon Top Seam Item # Two Compartment REMOVABLE PVC CAP T ARKER 2000T-2CP-LH with Low Head Pump ISSTOLBE BUR ED.IF CAP FINISH GRADE • tlDm.��sr. wg a R.ePw81- H' ��Pe pKeew M .naRa ""n" e wL.o ,«ma a. ."E«Mvivww e.e Tap + 0 in Mmislt,6N-08 to. refew,�"�onneelan II�a "", Nra aB., we=un a RaR < mK. 4" COUPLING «F....a c-N'y .Km M1..� wvma R.ee« 4" RISER o 0 ,.Nq w..n <b,aw..ra �•� ;j r.a - Z 1, 4" 45' SWEEP BEND ALLOWABLE BURY t 4" SEWER LINEIL (e"»a o. rmEe, Tw,qO l I 4i Wi RATER TAaf o• r r FLOW Y Z a a O f. v e.yralrr+L■Ilaq�r�Ft O 1al.eM.,w,p END CAP ENU CAP ENO CAP 4" % 4" X 4" �� •3Myke oybeay�sYYa19-M�asrM• FRONT MEN SIDE I,,EW FEAPlTOP VIEN PVL. WYE i ---- Frt ta,rRN7 H., w.yre PROJECT NO 'maWRv svR arwrl DRn.ren aEv. oau«T,on .. emnAwFc w Kroan _ 9 :ta trw r taw rrrt own r aleo t.W�a aaa sift a.aa tea W Tm.R Taa �, ami erQ �0 H z PREPrnm THIS oEnKL ensm ON —KwnoN PROMED TO nus ms - a«o ASSEMBLY 215102 ��CLEAN OUT ;s• eelw RNa M 7Y 1aY I M ex' teM ea rOT pl IDM ad. aHa Re1,33]D a. xI Iw Icn oru. Nc ¢ enFlam m aERcr TH CO'NNENIS AS REWESIFD. MS IMS Nm OfRmRNFD Mr EHOIEERIXG OR DESGN a.IeAl ._� . .....__ d s�rnaa FOR THp imam. xoR HAs eos wDmvoeNnr vEwnET: ,HE rroRMATivx nlRrtm TIE INnNUTnN rnNls enc ae aut�a a !7th 1L7B8 XmFw AIE vuKDtu eFOpMpe1x1K1N5 Aro wtE NOT aPEpnC fOR TNS /RODE T. ,1E aESION DIDNEEA iIMLL d REMDR THE4 vtrMs FPoDII 10 WISIROC„ON R a THE OFSDN EHDND55 PESf91151011rr TO D'ISORE INC DET. tS ars SEWER CLEAN OUT DETAIL TYPICAL MICROFAST 2.000 GALLON a °®' ME APMAB£ NnoMN mA E OA LDGL REGUNaM N 5 ANO ro EHAIE nM' HE ym_vns aF, DETNLB PROMOfa NptDN ARE ACCEPT FTNI 116 �wPRarm. ow.w,"a NKwu N.T.S. owTs2 TWO COMPARTMENT TANADS CHAMBER DETAIL TANK WITH PUMP PITKIN COUNTY SETBACK GUIDELINES U Z 4�0 �-p / m ....•.• Z N 93 w°m 0 �KSSIOfilALE Z u' ° " U jui¢ l7 ZOLL Z Z W?ro w W ¢ 1-0 2 NOTES: O rT x. OONCRETETANK MUST MEET ASTM C1x2T-125TANDARDS. 2. ADDITION OF A CHARCOAL FILTER VENT LINE FROM TANK CHAMBERS WILL PROLONG THE DFE OF THE TANK CONCRETE, NOT REQUIRED. -- (�.@' Z n Z h 7 N W D OZ U 0 = a 2000 Gallon Top Seam Item # Two Compartment REMOVABLE PVC CAP T ARKER 2000T-2CP-LH with Low Head Pump ISSTOLBE BUR ED.IF CAP FINISH GRADE • tlDm.��sr. wg a R.ePw81- H' ��Pe pKeew M .naRa ""n" e wL.o ,«ma a. ."E«Mvivww e.e Tap + 0 in Mmislt,6N-08 to. refew,�"�onneelan II�a "", Nra aB., we=un a RaR < mK. 4" COUPLING «F....a c-N'y .Km M1..� wvma R.ee« 4" RISER o 0 ,.Nq w..n <b,aw..ra �•� ;j r.a - Z 1, 4" 45' SWEEP BEND ALLOWABLE BURY t 4" SEWER LINEIL (e"»a o. rmEe, Tw,qO l I 4i Wi RATER TAaf o• r r FLOW Y Z a a O f. v e.yralrr+L■Ilaq�r�Ft O 1al.eM.,w,p END CAP ENU CAP ENO CAP 4" % 4" X 4" �� •3Myke oybeay�sYYa19-M�asrM• FRONT MEN SIDE I,,EW FEAPlTOP VIEN PVL. WYE i ---- Frt ta,rRN7 H., w.yre PROJECT NO 'maWRv svR arwrl DRn.ren aEv. oau«T,on .. emnAwFc w Kroan _ 9 :ta trw r taw rrrt own r aleo t.W�a aaa sift a.aa tea W Tm.R Taa �, ami erQ �0 H z PREPrnm THIS oEnKL ensm ON —KwnoN PROMED TO nus ms - a«o ASSEMBLY 215102 ��CLEAN OUT ;s• eelw RNa M 7Y 1aY I M ex' teM ea rOT pl IDM ad. aHa Re1,33]D a. xI Iw Icn oru. Nc ¢ enFlam m aERcr TH CO'NNENIS AS REWESIFD. MS IMS Nm OfRmRNFD Mr EHOIEERIXG OR DESGN a.IeAl ._� . .....__ d s�rnaa FOR THp imam. xoR HAs eos wDmvoeNnr vEwnET: ,HE rroRMATivx nlRrtm TIE INnNUTnN rnNls enc ae aut�a a !7th 1L7B8 XmFw AIE vuKDtu eFOpMpe1x1K1N5 Aro wtE NOT aPEpnC fOR TNS /RODE T. ,1E aESION DIDNEEA iIMLL d REMDR THE4 vtrMs FPoDII 10 WISIROC„ON R a THE OFSDN EHDND55 PESf91151011rr TO D'ISORE INC DET. tS ars SEWER CLEAN OUT DETAIL TYPICAL MICROFAST 2.000 GALLON a °®' ME APMAB£ NnoMN mA E OA LDGL REGUNaM N 5 ANO ro EHAIE nM' HE ym_vns aF, DETNLB PROMOfa NptDN ARE ACCEPT FTNI 116 �wPRarm. ow.w,"a NKwu N.T.S. owTs2 TWO COMPARTMENT TANADS CHAMBER DETAIL TANK WITH PUMP