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Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. Pitkin Count vironmental Health & Nat ural ResorW Department Pe for an Individual Sewage Disposalm 0405 Castle Creek Road, Suite 10, Aspen, Colorad11 Phone 970-920:5070 / FAX 970-920-5077 Reissuance based on relocation of drywell - setback conditions from permit #06095 remain. Permit # 07098 Parcel ID # 2467-212-02-013 Type of permit New(X) Repair( ) Addition/Remodel to House( ) Name of Owner 48 Riverbend Road, LLC c/o Scott Russell Street Address 48 Riverbend Road Property legal description Lot 10, Tract 64, Samuelson Subdivision Size of lot 0.523 acres Total square footage of the house 5750 sq It Water source Roaring Fork Water Association, Inc. (shared well) # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 4 bedrooms Permit information Designed by Purrington Professional Engineering Mailing Address 6949 Highway 73, Suite ME -3, Evergreen, CO 80439 Perc rate 30 Profile hole depth 16 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1750 gallons Minimum Absorption area Comments Septic permit approved per compliance with the engineer design and specificatit approved by this department and the design engineerrD jgr to them being made. Greater than 16 It 1533 so ft w/ no reduction 3, 2007. Any changes must be Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Setbacks will be consistent with those stated in Permit #06095. The drywell must beat least 10 feet from the property lines and 20 feet from the house. All water lines must be located and encased within 25 feet of the drywell. This is likely to include not only the waterline entering the property, but the main waterline servicing the rest of the subdivision. "System components MUST be staked out and distances to pertinent physical features must be documented PRIOR to installation. The engineer must be called to confirm measurements and give approval to proceed. The design calls for one 2000 gallon two compartment tank in addition to an Advantex AX20. There will be two drywells. One with dimensions of 10'x10' with 11 feet of gravel below the inlet. The other drywell will have dimensions of 20'x14' with 11 feet of gravel below the inlet. Total depth of the drywell (above and below inlet) cannot exceed 12 feet The rock should be clean and graded, from 1/2" to 2 Y: " extending from the bottom of the pit to at least 2" above the inlet pipe. This permit is expressly conditioned on the property owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel. 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. The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel. 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: I Date: 1.2 14 �01 Plans and specifications of the proposed indivi ual 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 D a ent. As -built drawings must be included with this permit before the final approval will be issued. expiration Date: -5 0 Installer: � (Y\ c -I i l t �3VA License Number: Ma Final approval: _� ir-j OL R:Date: V7 109, JUN -21-2011 14:57 FROM:UILLRGEF�UMBING Name: Street 9706252651 T0409709275287 Village Plumbing Septic Systcros P.O. Box 1331 Ph. 970.319.9341 Ritle, CO 81650 6/21/2011 Operation and Maintenance Agreement County: Pitkin County, Village Plumbing, LLC will perforin operation and maintenance services for the onsite wastewater system serving the subject site as outlined below: Control Panel, Pumps and Alarms: During each visit, all electrical components shall be tested for proper function. Processing Tanks: During each visit, the scum and sludge layers in the septic and/or recirculation tanks will be measured. A recommendation for pumping will he made when the combined thickness exceeds 25% of the total liquid volume. Pumping System: During each visit all pumps shall be observed to verify proper performance. The pumps will be operated manually. The pump vault screen shall be removed and cleaned if it is required. Recirculating Filter: The Filter will be observed for signs of excess organic build-up or improper performance. The media will be cleaned as necessary. The system shall be observed to verity proper distri5ution across the media, and distribution laterals will be flushed. Drain Field: The surface area around the drain filed will be observed for signs of failure such as lush vegetation growth or effluent ponding. Liquid levels within the field will be observed through the observation pipes if available. Items not covered in this contract include but not limited to: I . Corrective and/or repair maintenance if necessary. 2. Effluent sampling, and analysis. 3. The cost of tank pumping. Service Calls: Service calls will be billed at a rate oF$90.00 per hour. Village Plumbing LLC, will perform O&M as outlined for $137.50 for one visit In 2011 (fall). The same O&M will be preformed with two visits in 2012 for $275.00. Payment in full for the upcoming year is required prior to initiation of the agreement. This agreement lasts until December 2011. A new agreement will be written for 2012. Property owner sentative Rollin Estes Village Plumbing LLC C� y Date:0-7- 3 i Date: 6/21/2011 P.1/1 0 0 Pitkin County May 25, 2011 48 River Bend Road, LLC c/o Scott Russell PO Box 469 Basalt, CO 81621 Environmental Health Re: Notice of Violation of Pitkin County Onsite Wastewater Treatment System Regulation —48 River Bend Road, Basalt CO (Parcel ID # 246721202013) To Whom it May Concern: This letter serves as a Notice of Violation for the property listed above. Pitkin County Assessor's records indicate that this property is owned by 48 River Bend Road, LLC. Other Pitkin County records indicate that the property is occupied by Mr. Scott Russell. On April 18, 2011 this department was notified by Valley Precast, Inc. that the Operation and Maintenance agreement for the Advantex unit located at 48 River Bend Road had expired and the homeowner had chosen not to renew the contract. Individual Sewage Disposal System (ISDS) permit 07098 allowed for the installation of an Advantex AX20 unit at 48 River Bend Road. The Advantex unit is a manufactured, secondary treatment unit. The permit was expressly conditioned on the property owner providing for the regular inspection, cleaning, and maintenance of the system by qualified personnel. Pursuant to Section 6.28.130(A) of the Onsite Wastewater Treatment Regulation the maintenance provider is required to notify the property owner(s)/ occupant(s) and this department if a service contract is terminated for any reason. Additionally, the property owner(s) or occupant(s) shall be responsible for maintaining service contracts for manufactured units. On April 20, 1 communicated with Scott Russell, occupant of the property, both by phone and email requesting that a maintenance contract be reestablished and provided contact information for alternative maintenance providers. To date, this department has not received notification that a maintenance contract is currently in place. Please be advised that unless a maintenance contract is in place no later than June 20, 2011, the Pitkin County Board of Health will be convened and a cease and desist order maybe issued. In that case a penalty of up to $100 each day Cl the violation occurs is possible. Additionally, no Pitkin County land use approval 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 Phone: (970) 920-5070 Fax: (970) 920-5077 www.aspenpitkin.com/ehnr Pitkin County 3 Environmental Health or permit will be issued for any property under ownership or control of 48 River Bend Road, LLC while this Notice of Violation is outstanding. If you have any questions about this matter, please feel free to contact me at 970-920-5438. Sincerely, Carla Ostberg, MPH, RENS Pitkin County Environmental Health Manager 970-920-5438 Cc: Scott Russell, occupant (scottarge-group.com) Carrington Brown, Pitkin County Code Enforcement Officer John Ely, Pitkin County Attorney Cindy Houben, Pitkin County Community Development Director 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 Phone: (970) 920-5070 Fax: (970) 920-5077 www.aspenpitkin.com/ehnr 0 :■ /18/2011 12A7 FAX 4/18/2011 Pitkin County Environmental Health Carla Ostberg 0405 Castle Creek Rd. Suite 10 Aspen, CO 81611 Dear Carla, Q0001/0001 ® VALLEY ® PRECAST, Inc. This letter is in reference to an Advantex System we were maintaining at: 48 Riverbend Snowmass Mr. Scott Russell 970-948-3435 28005 CA 317 P.O. Box 925 Buena Vista, CO 81211 719-395-6764 w .vaIleyprecast.com Our O&M agreement has expired for the Advantex System at the address above. The homeowner has chosen not to renew our contract, and this note to alert you to that fact. We strongly recommend that a service agreement be in place for this system, to ensure proper operation, whether it is with us or another service provider. We will gladly begin to maintain the system again at the homeowner's request. Please call with questions. Sincerely, Fred Pifer, Service Manager, VPI Cc. Scott Russell 6123 L+ UA&,Jw o S �tr1 6c`o-tt 4 /2-o l I L+ rk�s �-I%, Scc fit, �aLkRp(b Scst}-- dale In;rn Local Cos P �8, I�wlvc►i� l�uocrc{ lOaeCcf - cfntcic rn o b Sl'STE3VIS MC 021W ca, w( �i, ayxd o(: wL.,n k - utA LtdiF wo 6"-"Wd. 'MO139 3WYN Atl1N(I0J pLXM'yXOLLVIB{pp lYXgpplgiyXl XO! 1'Y000lVLOa xolltloi tloe pp0 iox 00'AlN09tppWOOV y'N � � ars I )1) 05109 CJS 69/, X� go d //dssn� y a>S 0 °/ S i pxoxe (3Nltld psvplei:01 IIMOM 3BViW - -- — — / S lF -o Z OLb •woaa W Ory'IJnl lJud6y le12pB1 'oN "� IIeW ..., $® INfIO'J'JVAa.X.1 aassaJppyolaoi40Isod 91Wd VJIpW '9il IaQ°"I R op eoueu!A U,1 S n Li J Il �A 10 LOX &iw.-r IT lei Rrololl �WryM Wav Wtl C] Wd do aW amleuftWoldw3 Wtl °wu °l.a pupVO Wd o aNeuB15 apAgtlw3 Wtl °wLL wweytl A�enXap InpapJS Nd� 0 OW ainXN�85 ealWtlw3 �� awll wwdxV A+enlloO aassaJppyolaoi40Isod 91Wd VJIpW '9il IaQ°"I R op eoueu!A U,1 S n Li J Il nep qQ❑ /gyp �WryM Wav Wtl C] Cl$ wae® uwN o°Itleac�.. O �OoaIIW w ew InpapJS /' 1BOA q> A°O " $ �Id°"� n �a°Anpawawa oel $JA WP o W ❑ aa�anouuwpmi93bre 0 Carla Ostberg From: Carla Ostberg Sent: Wednesday, April 20, 2011 9:37 AM To: 'Scott Russell' Subject: Advantex maintenance Scott, r http:/Iwww.scgenteri)rises.com/index.html This is the link to SCG Enterprises. They distribute the Advantex. I called there and the most "local" person is Rollin Estes. There are other providers that come to the valley frequently, like Valley Precast and All Service Septic, so if you would like a more comprehensive list, just give SGC a call. toll free: 888-560-3334 Village Plumbing Rollin Estes 970-379-9341, 970-625-2651 Thecrew 44@vahoo.com Please have your contractor send me a notice once you have a maintenance contract in place. Email is fine. Thanks Scott! Carla Ostberg, MPH, REHS Environmental Health Manager Pitkin County Environmental Health 970-920-5438 Ep ARTICLES OF ORGANIZATION Form 031 Filing fee: $50.00 revised 12/31/01 Deliver 2 copies to: Colorado Secretay of State Business Division, 1560 Broadway, Suite 200 Denver, CO 80202-5169 This document must be typed or machine printed Please include a self-addressed envelope • COL 07q�DoSS g,�'M5p 5ARY T.17$ 20021149664 M $ =0.00 SECRETARY OF MJF ySTATE Y ABOVE I E `1PG".:v illi The undersigned, a natural person eighteen years of age or older, intending to organize a limited liability company pursuant to § 7-80-203, Colorado Revised Statutes (C.R.S.), delivers these Articles of Organization to the Colorado Secretary of State for filing, and states as follows: 1. The name of the limited liability company is: 49 River Rend Road 1 LC The name of a limited liability company must contain the term 'limited liability company", 'ltd. liability company", "limited liability co.", or 'ltd, liability co." or the abbreviation 'LLC" or'L.L.C."§7-90-60l (3)((c), C.R.S. 2. if known, The principal place of business of the limited liability company is: 48 River Rend Road, Snowmacq CO 91654 3. The name, and the business address, of the registered agent for service of process on the limited liability company are: Scott Russell ; Business Address (must be a street or other physical address in Colorado) 70 River Rend Rnad, Snowm c5, CO 81654 If mail is undeliverable to this address, ALSO include a post office box address: 4. a. If the management of the limited liability company is vested in managers, mark the box G "The management of the limited liability company is vested in managers rather than members." The names) and business address(es) of the initial manager(s) is(are): Name(s) Scott Russell Business Address(es) Above C:ari Rrittnn 100 F Venn Street, Aspen CQ R1611 or b. If management of the limited liability company isnot vested in managers rattier than members, The name(s) and business address(es) of the initial member(s) is(are): Name(s) Business Address(es) 5. The address to which the Secretary of State may send a copy of this document upon completion of filing (or to which the Secretary of State may return this document if filing is refused) is: — s Name -printed Scott Russell signature) OPTIONAL. The electronic mail and/or hitemet address for this entity is/are: e-mail Rncsellsohrtions4nol nom Web site The Colorado Secretary of State may contact the following authorized person regarding this document: name ScottRussell address 70 River Rend Rd Snowmacc, CO R1654 voice 970-949-3415 fax 970-927-6529 e-mail R rccencnlrltinna(j and cnm 0:"laimm mu Wn,aM amralalminawc:ioot n[.1i.n.dd IO P.Q.IlmlilG ua arcdfieluaµnuc wica wiNcelrtyamanendvnnaniv. M, iM:nic`m io bdim o saisr minimum InA rywawmYaeolils Ievmm GUG mmPllanttwiill aPPlievOlelaw,aNea'"e2ryleanmbd Sem Wue Ie:imtaanams Ne eulm 3ilityalWevaa ufUiiv IOIm QudiumuNuIEbg&wmm Nuesammry Pitkin CourAiRivironmental Health &Natural Res s Department IM for an Individual Sewage Dispose m -a0405 •astle Creek Road, Suite 10, Aspen, Colored 11 Phone 970-920-5070 / FAX 970-920-5077 Reissuance based on relocation of drywell - setback conditions from permit #06095 remain. Permit # 07091 Parcel ID # 2467-212-02-013 Type of permit New(X) Repair( ) Addition/Remodel to House( ) Name of Owner 48 Riverbend Road, LLC clo Scott Russell Street Address 48 Riverbend Road Property legal description Lot 10, Tract 64, Samuelson Subdivision Size of lot 0.523 acres Water source Roarina Fork Total square footage of # of bedrooms in house 4 # of offices, lofts & similar sized roms in house Caretaker unit Total square footage of the caretaker unit \ # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Mailing Address # of offices, lof{s & similar sized Looms in 4 bedrooms ton Professional En 73 Pere rate 30 Profile hole depth Minimum Septic tank capacity , 1750 ga Permit informaon unit 3, Evergreen, CO 80 39 16 it Depth to group `water or bedrock Greater than 16 It Minimum Absorption area 15sq ft w/no reduction N, Septic permit ap oved per compliance with the erligineer design arid specifications dated November 6, 2007. Any changes must be approved by this%di ent and the design engineer Dfldr to them being made. Minimum horizonnoes between components of the system d physical features shall orm to the Pitkin County ISDS regulations. Setbacks will be consistent with those stated in P it #06096: The drywe ust be at least 10 feet from the property nes and 20 feet from the Fn&use. All water lines must be to ` and encased within 25 t of the drywell. This is likely to include not only the waterline entering the property, but the main waterline servicing the rest of th�bdivision. "System components MUST be staked out and distances to pertinent physical features must be documented PRIOR to Installation. This Department must be called to confirm measurements and give approval to proceed. The design calls for one 2000 gallon cc partment tank i ddition to an Advantex AX20. A drywell will be constructed, 13'x47' and 4'x9' with 7 feet of gravel below the i t. Total depth at he (above and below inlet) cannot exceed 12 feet. The rock should be clean and graded, from Y:" to 2 1:" Mending frim the bottom of the pit to at least 2" above the inlet pipe. This permit is expressly conditioned on the property own providing for the regular inspection, cleaning and maintenance of the system by qualified personnel 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 bmit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours al arced notice. The owner has the responsibility th all components are inspected and maintained on a regular basis by qualified personnel. Revegetation over the area of the field is very ' portant for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are intro d ed are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: Date: 11 19 10 Plans and specifications of the proposed individual se age 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 rtme Depant. As -built drawings must be included with this permit before the final approval will be issued. Expiration Date: 5 / AOR I Installer:�I't L \( ,, License Number: _ Irl Final approval: Date: Pitkin Counl0vironmental Health & Natural Res s Department P for an Individual Sewage DisposaI m 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 06095 Parcel ID # 2467-212-02-013 Type of permit New(X) Repair( ) Addition/Remodel to House( ) Name of Owner 48 Riverbend Road, LLC c/o Scott Russell Street Address 48 Riverbend Road Property legal description Size of lot 0.523 acres Lot 10, Tract 64, Samuelson Subdivision Total square footage of the house 5750 Water source Roaring Fork Water Association, Inc. (shared well) # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Mailing Address Perc rate 30 Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit 4 bedrooms Permit Professional Engineering 6949 Highway 73, E Profile hole depth Minimum Septic tank capacity 1750 16 ft Depth to grouncsrater or a Minimum Alorption Septic permit approved per compliance with the engineer clksign and specIficat changes must be approved by this department and the desi engineer prior to Minimum horizontal distances betwe ents of the sy m and phy?111. County ISDS regulations. The drywelltust be east 10 feet m the pro All water lines must be located and ncased hin 25 feet the d the waterline entering the prjperty,jlut the magi waterline Greater than 16 ft 1533 sq ft wl no reduction 5, 2006. Any conform to the Pitkin K d 20 feet from the house. ikely to include not only subdivision. The design calls for one 2000 Ilon compart nt tank in ad n to Advantex AX20. A drywell will be constructed, 24' x 32' with 7 fe of gra I below th inlet. Tota epth Whe drywell (above and below inlet) cannot exceed 12 feet. The rock shou be cle and gra d, from ' to 2 ' extending from the bottom of the pit to at least 2" above theNno T design uir the o er to ve the responsibility that all components are inspected anned n a regula sis b ualifi personnel. This department do any brand of p ucts. is permit must be kept on-site during installation. The engineer must do a fina ion of the ' allati and submit an as -built letter to this department. This department must also be calle n inspe on wit minimum of 48 hours advanced notice. The owner has the responsibility that all wmpnts ar ' spected and maintained on a regular basis by qualified personnel. Revegetation over the area of the field is v imports or the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are in ce I ar ppropriate for the conditions of the area. The use of native plants is strongly Permit approved by: l Cl 1� C-1 0416-f/Z�i Date: 12 (Z1Bto 7 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 Dep rtm nt. As -built drawings must be included with this permit before the final approval will be issued. Expiration Date: 8 Installer: 13 Final approval: License Number: Date: Pitkin County&vironmental Health & Natural Reso*611 Department Pe for an Individual Sewage Disposalm 0405 -Castle Creek Road, Suite 10, Aspen, Colora Phone 970-920-5070 / FAX 970-920-5077 Permit # 06081 Parcel ID # 2467-212-02-013 Type of permit New(X) Repair( ) Addition/Remodel to House( ) Name of Owner 48 Riverbend Road, LLC c/o Scott Russell Street Address 48 Riverbend Road Property legal description Lot 10, Tract 64, Samuelson Subdivision Size of lot 0.523 acres Total square footage of the house 5750 Water source Roaring Fork Water Association, Inc. (shared well) # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Total square footage of the caretaker # of offices, lofts & simil%r sized rooms h -caretaker unit 4 bedrooms ton Professional En Permit information Mailing Address 6949 Highway 73, Suite ME -3, Perc rate 30 Profile hole depth 16 ft to groundwater or be�Vo% Greater than 16 ft Minimum Septic tank capacity 1750 gallons nimum Absorption area 1533 sq ft w/ no reduction Commen Septic permit approved per compliant with th engineer design nd specifications dated ctober 18, 2na. Any changes must be approved by this dep4rtmenta the design eng eer prjor to them b ' g made. Minimum horizontal distan es between c mponents f the system and physical f ures shall c orm to the Pitkin County ISDS regulations. he drywell mu be at lea 10 feet from theZove es and 20 et from the house. All water lines must be I ated and enca ed ';thin 5 feet of the is is li to include not only the waterline entering th property, but th main w erline serviciof t subdivision. The design calls for one 20 gallon two compa ent t nk with an n the outlet. A drywell will be constructed, 24' x 2' with 7 et of gravel below the I t. As gr flied, depth above the inlet must be accounted for. Tot depth of a dlywell (above and below in[ cann2 feet. The rock should be clean and graded, from''/2" 2'/ " e ending from the bottom of pit to atve the inlet pipe. This department does no ndo a any brand of prod s. This p mit must be kept on-site during installation. The engineer must do a fin ins ction of the Inst tion and mit an as -built letter to this department. This department must also be cal f an inspectio ith a min' um of 48 hours advanced notice. The owner has the responsibility that mponents are in spe d and maintained on a regular basis by qualified personnel. Revegetation over the area of the field is ry important for unctioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are intro ced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: NaClk � a n Ski �9 2�t _ Date: Q(p 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 be included with this permit before the final approval will be issued. Expiration Date: Installer: License Number: Final approval: Date: S 0 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 40 L Owner's Mailing Address Q City, State, Zip11 Business Phone: A-7— a,B8 Home Phone: E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name S R.U55CLL Company Contact Mailing Address (N # 1) City, State, Zi Business Phone : -546 Cell Phone : Oqq-3415 Fax : -6 Z. E-mail Address: rarcei ry a tavanawe Trom assessor's omce .5 1 at 920-6160 or at www.oitkinassessor.orc) Building Permit # (if available) Street address of property /�g -M 11-, 15Jf n ROftD �� �()I 1m C T Legal Description: Lot In (04_ ,Filing ,Subdivision Size of lot: . s a3 acres. Type of proposed structure: b 1�lat.0 I l (.k� Feil C Total square feet of house rj 7 Sb # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( Total bedrooms Permit is for: New Home (/, ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: +ell (X ) Spring ( ) Stream ( ) Community/Public Water System ( ) Si�artrl 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 Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner ass a II responsibility in case of failure of the system. Signature of applicant Date , Received by l �1 Fq j i ��1 Receipt # �� Date ■ t j N , ir AV 10 1 i w i 5. 1t N I !i _t lofthhhhell I �-1 t ky +i 11 •s • h rlu,4 I ltv- ."C4, IN IA I _r •, T ZIP .. r"e, • :tib �� +-� •� i .,�.. .,���.--� - ,;111 jjj. �•• a 4 . d 10 phone 970-920-5438 fax 970-920-5077 0405 Castle Creek Rd, Aspen CC 81611 e-mail cadab@aaspen.co.us To: Scott Russell Fax: 927-5287 0 From: Carla Ostberg Pages: 2 Phone: Date: 12/8/06 Re: 48 Riverbend Road CC: Julia Purrington 303-674-1919 ❑ Urgent 0 For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Scott and Julia, I have voided permit #06081 and replaced it with #06095. This design includes the Advantex system. Please be sure your installer gets the most recent permit and the correct design with the latest revision of December 5, 2006. If you have any questions regarding this permit, please give me a call. Thank you, Carla Ij /3 . • Page 1 of I Carla Ostberg From: Carla Ostberg Sent: Wednesday, December 12, 2007 8:06 AM To: 'Scott Russell' Subject: verbage from regs Hi Scott, Could you share this with both your installer and your engineer? I don't think there is any way around it, unless your engineer has suggestions. I was up all night thinking about this. I apologize for missing this in the design review. B. Drywells: Dry wells may be permitted only in soils with a percolation rate faster than sixty (60) minutes per inch. They must meet the following requirements. I. Dry wells must be filled with clean, graded rock that may vary from 1/2 to 2 1/2 inches in diameter. The rock must extend from the bottom of the pit to at least two (2) inches above the inlet pipe. 2. At least one four (4) inch perforated vertical stand pipe must be attached to the end of the distribution line with a tee fitting. It must go to the bottom of the drywell and up to the finished grade and be fitted with a removable cap to be used as an inspection pipe. 3. The absorption area of the dry well must be computed on the basis of percolation rates of each stratum penetrated. Soil logs must be provided showing percolation rates in each layer. The weighted average of the results must be used to obtain a design value. 4. The effective area of the drywell will be calculated by adding the area of the sidewalls below the horizontal inlet line and the area of the bottom of the pit, excluding any impermeable layer penetrated. 5. Drywells must be separated by a distance equal to the depth of the excavation or ten (10) feet, whichever is greater. Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 12/12/2007 • • Page 1 of 1 Carla Ostberg From: Suzanne Wolff Sent: Wednesday, October 11, 2006 1:32 PM To: Carla Ostberg Cc: Scott Russell Subject: 48 Riverbend Road I am OK with the location of the leach field outside of the approved building envelope on this property, based on the Purrington Professional Engineering site plan for the ISDS dated 5/6/05. Please let me know if you need any additional information. 10/13/2006 phone 970-920-5438 fax 970-920-5077 0405 Castle Creek Rd, Aspen CO 81611 e-mail carlab&i.aspen.w.us L Irdto I MOA. 0 To: Scott Russell From: Carla Ostberg Fax: 927-5287 Pages: 2 Phone: Date: 12/4/07 Re: 48 River Bend Road LLC CC: Purrington Professional Engineers 303-674-1919 O Urgent 23 For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Scott, I have reissued the permit based on the design stamped 12/3/07. 1 did find one error in the field section reflecting a 7' depth. I believe your installer knows the depth below the inlet should be 11', but if there is any question, please have him call me. I also do not see in our records that Logan, Inc. is licensed. He needs to provide his license number for verification ASAP. Your permit will not be finalized if the installation is not done by a contractor licensed by this Department. Please read the permit thoroughly and give a copy to your excavator to keep on-site. PPE must approve the final staking of the drywells, observing a 25 foot setback to the waterline and all other pertinent physical features. You Can go ahead with the installation once that approval from PPE is received. Both PPE and I must be called to do a final inspection of the installation of the system. The as -built drawing from the engineer must reflect locations of drywells with respect to all pertinent features, both on and off the property, including the waterline. You should also be aware that time spent on this permitting process has exceeded 6 hours. There will be a charge for additional time spent prior to finalizing the permit. If you have any questions regarding this permit, please give me a call. Thank you, Carla 0 0 ISDS DESIGN CALCULATIONS - for Pitkin 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 800 State Review Required? no Perc Rate 0j$9*'%VA (T) Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1400 Minimum tank capacity 1750 gallons Absorption Area (=Q/5 X SQRT perc rate) A = JA34 s4. ft. of absorption area required 99 gravelless chamber units without reduction # of Perc Holes Required: 3 QUICK 4 9_8 A = 766.81158 sq.ft. with 50% reductionTRENCHES 78 gravelless ch=ber units with reduction STANDARD A= 766.81158 sq.ft. with 50% reductionTRENCHES 49 gravelless chamber units with reduction EQ 36 48 EQ36 units in TRENCHES OUICK4-EQ36 767 99 SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 I (v 100 -.4 QUICK 4 9.2 1073.5362 sq ft 30% reduction BED 117 chamber units with reduc. 1073.5362 sq h 30% reduction BED 69 chamber units with reduc. 86 EQ36 units in a BED 1074 168 0 0 PURRINGTON PROFESSIONAL ENGINEERING, LLC December 21, 22�y Ms. Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 405 Castle Creek Road Aspen, CO 81611 ENGINEER'S FINAL SEPTIC APPROVAL LEGAL: LOT 10, TRACT 64, SAMUELSON SUBDIVISION ADDRESS: 48 RNERBEND ROAD PERMIT #: 07098 Please be advised that our office has inspected and/ or verified the following items as noted. • Open Hole Inspection 12/03/07 • Drywell, Piping, & Tank 12/19/07 • Distribution Box 12/21/07 • Field Measurements for As -Built 12/19/07 • Grinder Pump 12/21/07 • AdvanTexAX20 12/21/07 It is our opinion that the above items have been installed in a satisfactory manner and that the Individual Sewage Disposal System is complete and in general conformance with the approved design and the ISDS permit. Verification of the successful operation of the Grinder Pump and AdvanTex system was made by the system supplier, Valley Precast, Inc. on December 21, 2007. Documentation from Valley Precast, Inc. will be provided under separate cover. For your reference, we have attached the As -Built ISDS Plan. If you have any questions or require additional information, please call. Sincerely, PURRINGTON PROFESSIONAL ENGINEERING, LLC Chris Purrington, P.E. Principal Civil Engineer Evergreen, CO 80439 1 -* a1oc-� oc)- K�� 1 PURRINGTON PROFESSIONAL ENGINEERING, LLC December 2 Ms. Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 405 Castle Creek Road Aspen, CO 81611 ENGINEER'S FINAL SEPTIC APPROVAL LEGAL: LOT 10, TRACT 64, SAMUELSON SUBDIVISION ADDRESS: 48 RIVER BEND ROAD PERMIT #: 07098 RECEDED JAN 0 4 2007 PR10N COUNTY ENVIRONMENTAL HEALTH d NATUPh! RESOURCES Please be advised that our office has inspected and/ or verified the following items as noted. 0 Open Hole Inspection 12/03/07 0 Drywell, Piping, & Tank 12/19/07 0 Field Measurements for As -Built 12/19/07 2 Distribution Box 12/21/07 0 Grinder Pump 12/21/07 0 AdvanTex AX20 12/21/07 It is our opinion that the above items have been installed in a satisfactory manner and that the Individual Sewage Disposal System is complete and in general conformance with the approved design and the ISDS permit. Verification of the successful operation of the Grinder Pump and AdvanTex system was made by the system supplier, Valley Precast, Inc. on December 21, 2007. Documentation from Valley Precast, Inc. will be provided under separate cover. For your reference, we have attached a stamped As -Built ISDS Plan. If you have any questions or require additional Information, please call. Sincerely, PURRINGTON PROFESSIONAL ENGINEERING, LLC Chris Purrington, P.E. Principal Civil Engineer cc: Scott Russell 6949 Hlgwey 73, Suite 14 20 Sunset Drive, Suite 1 Evergreen, CO 80439 Basalt, 0081621 &,phone: 303-674-7272 vwwi.purrpro.com Phone: 970-927-0773 Wax 303-674-1919 Fax: 970-927-0786 0 0 EM V PA E a N M s e r a .0 E� a t A A \ \ �v N, lip G x � 8 •p, g, J F f INDIVIDUAL PU NGTON PRO ONALENGINEERING ISDS 949 Nl�wey 13. stale l4 SEWAGE DISPOSAL E ,co w439 a RIVERBEND ROAD P6pm:303.674.7272 SYSTEM SITE PLAN F. 303.674.1919 PITKIN COUNTY /� vnw.purtpm.am N PROJECT#: 05-516.200 BY: CP COLORADO DATE 10.18.06 SCALE NTS H � m m T ti I v Alk s� 0 �a 6� N 9 �m no i n o n 4D 9 `tea n �N o a F 2? N n �9 N _ a 'm3 o z z o mm N 00 n a m m y z m A O b y j m 0 � F O O Lo 0 O 0 m mol m p�DO O-n3mo (n m*1minx; D A �IA1�'Oy(�m N]1 ~F'QF+�~Oy 0cn OP,AN m1+.ja 17Z m N._. �+ i,00 ?T+q NZm 3m "0 >mpp < x t W m F.. O z 0 'Nit D4 1 1 C ~ 1 XZ N O S O O O m m ,a V O npm 5g p E; 8m p Mpg 2 s>y az`Qwzn�a-iaF lxgmx-m,-C,�;WX2,%3c im$ i yiamr3 tsm o i�>m�p�3,�9g FoS$a�7 pyf/�2y9yg -;2 g: 9mQWlqpov i36o:_ m.zmnzzx>= 2PZ-0;29 A mm'"s'mv Z Zammm� 1.0Pzvi0 Emp;� r GZ"'p4 0 gg-..g^ mm6>MAI >n m mvS Pn g � � 2 T� 2 K 2 W?K 2 n m� OOi� C m~ cn m c a mrr-Nq oi��; �y m��''^ _$ a'M z vc v�25 0 "o^€fig ori'• ' M vo<Fim� Sa m O 8z o o GAPE r o n z -20. S<Z 'ili {n m LL �20< xti TVICA 3��yDy T Sv N 3 1.T CC a m9 o ; g 2 v z e e rn n N � A SEPTIC NOTES � O N n o n 4D 9 `tea n �N o a F 2? N n �9 N _ a 'm3 o z z o mm N 00 n a m m y z m A O b y j m 0 � F O O Lo 0 O 0 m mol m p�DO O-n3mo (n m*1minx; D A �IA1�'Oy(�m N]1 ~F'QF+�~Oy 0cn OP,AN m1+.ja 17Z m N._. �+ i,00 ?T+q NZm 3m "0 >mpp < x t W m F.. O z 0 'Nit D4 1 1 C ~ 1 XZ N O S O O O m m ,a V O npm 5g p E; 8m p Mpg 2 s>y az`Qwzn�a-iaF lxgmx-m,-C,�;WX2,%3c im$ i yiamr3 tsm o i�>m�p�3,�9g FoS$a�7 pyf/�2y9yg -;2 g: 9mQWlqpov i36o:_ m.zmnzzx>= 2PZ-0;29 A mm'"s'mv Z Zammm� 1.0Pzvi0 Emp;� r GZ"'p4 0 gg-..g^ mm6>MAI >n m mvS Pn g � � 2 T� 2 K 2 W?K 2 n m� OOi� C m~ cn m c a mrr-Nq oi��; �y m��''^ _$ a'M z vc v�25 0 "o^€fig ori'• ' M vo<Fim� Sa m O 8z o o GAPE r o n z -20. S<Z 'ili {n m LL �20< xti TVICA 3��yDy T Sv N 1.T CC m9 m y O m v m SEPTIC NOTES PU NGTONPRO 949 Highway l3,Suil AND DETAILS Ereigreen, CO 80439 PEoae: 303.614]2]2 Few: 303.614.1919 www v�"M.� PROJECT!.. 05-516,200 8Y. CP F DATE 10.18.06 SCALEAS NOTED 44yo C CD toa :1 mm v N y A Lome N M ODOm cl D N N Z F Nm N m 0 s z N � � azz>< oz<z N C m C Z Z Z ;04 4 O 0 i m z ti ISDS 48 RIVERBEND ROAD PITKIN COUNTY COLORADO [OY�t BMD MAD 0c or Pa ww cn i g a r+ •Ca rn R— g� o � - it z /W r sF #R�= D it \ N lip A O i W Z c W N Ox N � N N O J PU NGTON POO ONAL ENGINEERING INDIVIDUAL 949 HlQiway 73. Sude 14 ISDS SEWAGE DISPOSAL EWgMW, 00 80439 48 RIVERBEND ROAD Pho :303.674.7272 SYSTEM SITE PLAN E4c303.674.1919 PITKIN COUNTY 4� www.Dunpm.mm `N PROJECT#: 05-516.200 BY: CP COLORADO DATE: 12.21.07 SCALE NTS 91/08/2008 10:08 7193953727 PAGE 02 valley Precast, Inc. Advanced Treatment Job Sheet Pitkin County County Septic Permit # 7098 VPI Job A 07-22720 Address 211485 Street 48 Riverbend City/Subdivision Snowmass Legal Description 970-260-6321 3A Installation Date 11/29/07 Primary Tank Capacity 2000 Gallons Pod Serial Number 211485 System Startup Date 12/21/08 r,y1� n Well Nitrate Level at Startup na mg/I pat 7 (I CU95 I (Hach Test) Signed O & M Agreement yes T •1..� � ''""j /( O0 Startup problems na (1�,� tl II�lo� Actions Taken na Engineering report available on request. Field reports available on request. �a Phone Nul Installer valley Precast, Inc 719-395-6764 Engineer Purrington Professinal Engineering 303-674-7272 Excavator Pat Satterfield 970-260-6321 Builder Mentage Development Group 970-987-1828 System Startup Date 12/21/08 r,y1� n Well Nitrate Level at Startup na mg/I pat 7 (I CU95 I (Hach Test) Signed O & M Agreement yes T •1..� � ''""j /( O0 Startup problems na (1�,� tl II�lo� Actions Taken na Engineering report available on request. Field reports available on request. �a 171/00/2008 10:08 Street Address Legal Address 7193953727 • VALLEY PRECAST_ IZT41et%Zc7 Valley Precast (719)393-6764 ADVANTEX OPERATION AND MAINTENANCE AGREEMENT `t'' 'ir KiyeA4rt�-L SY,O4 ,VAW GO S1,6sft VPI Inc. will perform operation and maintenance services for the Onsite Wastewater System serving the subject site as outlined below: Control Panel, Pumps and Alarms: During each visit, all electrical components shall be tested for proper function. Correct control settings will be verified. Operations date from panel will be recorded. Processing Tank: During each visit, the scum and sludge layers in the processing tank (septic tank) will be measured. A recommendation for pumping will be made when the scum thickness exceeds four inches, or the sludge thickness exceeds 24 inches. Pumping System: During each visit all pumps shall be observed to verify proper performance. The pumps will be operated manually. The Siombe screen will be removed and cleaned. Recirculating Filter: The filter will he observed for signs of excess organic build-up or improper performance. The media will be cleaned as necessary. The system will be observed to verify proper distribution across the media and distribution laterals will be flushed. Drain Field: The surface area around the drain field will be observed for signs of failure such as lush vegetation growth or effluent ponding- Liquid levels within the field will be observed through the observation pipe and levels recorded. Items that are not Included in this contract include: 1. Corrective and/or repair maintenance if necessary, other than covered under warranty. 2. Effluent sampling and analysis if applicable. 3. The cost of tank pumping. Alarms: VPI will respond to alarm conditions at no cost during the agreement period. Service Calls: Service calls will be billed at a rate of $70.00 per hour and 540.00 per hour for travel time. A visit to the site other than the routine visits provided by this agreement or a system warranty issue will be deemed a service call. Examples would include (but are not limited to) damage caused by acts of vandalism, failure of tank or failure of another party's work, i.e. electrician, plumber, excavator, etc. The goal of VPI is to observe the operation and perform maintenance for the Onsite Wastowatcr System to allow for proper long-term function of the system and compliance with the conditions of the installation permit and recommendations of the manufacturer. VPI will pe &M services as outlined for 5250 per v(.it with two visits per year ($500 per year). Payment in for the firs (3 ears is required prior to initiation of the agreement. This agreement period will be for the -year pane sequent to placing the system into operation. 02 Date 614 9-3 Al S Telephone Number off/ DPc o _-7 Date • • Page 1 of 2 Carla Ostberg From: Carla Ostberg Sent: Tuesday, January 08, 2008 8:57 AM To: 'Scott Russell' Subject: FW: paperwork wrap up on 48 Riverbend Road Hi Scott, I'm just following up from this email (12/26). 1 have received the final as -built from you engineer and will look at it just as soon as I receive the other items I requested in order to close out your permit. The other 2 items include a picture of the angled pipe coming into the Dbox and the $400 for additional time spent on the permit(s). Thank you, Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Re§ources 970-920-5438 From: Carla Ostberg Sent: Wednesday, December 26, 2007 8:55 AM To: 'Scott Russell' Subject: paperwork wrap up on 48 Riverbend Road Hi Scott, Glad we were able to get your system up and running in time for Christmas! I do need a few things from you before I'm able to finalize my paperwork. Chris is going to get me a stamped copy of the final as -built for the file. I requested an angled pipe be installed on the inlet of the D -box. Since this was not done when I was out for the final inspection on Friday, I would like a picture for the file. Also, this permit took far longer than our average time of 6 hours to process completely. I have documented in my notes approximately 14 hours. That means we spent an additional 8 hours on this permit — however, we can only bill a MAX total of $1000/permit ($600 already paid at time of permit application + additional hours), which leaves an additional $400 due. -The fee for an 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." This is the language off the permit application that you signed and submitted to us 10/10/06. Keeping in mind I processed your septic permit (without collecting any additional fee) 4 times. If you have any questions about the administrative portion of this request, you can ask me or Kristen (920-5070). If you could please get these items to me ASAP, I can finalize your permit. Thank you!!! Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources �y 1/8/2008 • • Page 1 of 1 Carla Ostberg From: Carla Ostberg Sent: Wednesday, December 26, 2007 8:55 AM To: 'Scott Russell' Subject: paperwork wrap up on 48 Riverbend Road Attachments: Scott russell.doc Hi Scott, Glad we were able to get your system up and running in time for Christmas! I do need a few things from you before I'm able to finalize my paperwork. -- Chris is going to get me a stamped copy of the final as -built for the file. I requested an angled pipe be installed on the inlet of the D -box. Since this was not done when I was out for the final inspection on Friday, I would like a picture for the file. Also, this permit took far longer than our average time of 6 hours to process completely. I have documented in my notes approximately 14 hours. That means we spent an additional 8 hours on this permit — however, we can only bill a MAX total of $1000/permit ($600 already paid at time of permit application + additional hours), which leaves an additional $400 due. "The fee for an ISDS application is $600 for a permit that takes 6 hours or less for the department to approve Ifappro%aI takes longer than 6 hours, a rate of $100 per hour will be charged. I'he 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." This is the language off the permit application that you signed and submitted to us 10/10/06. Keeping in mind I processed your septic permit (without collecting any additional fee) 4 times. If you have any questions about the administrative portion of this request, you can ask me or Kristen (920-5070). If you could please get these items to me ASAP, I can finalize your permit. Thank youll! Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 12/26/2007 i Pitkin County Environmental Health & Natural Resources 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Phone 970.920.5070 Fax 970.920.5077 Bill To: Scott Russell is For: ISDS Permit INVOICE DATE: 12/26/07 INVOICE #: 2007.016 DESCRIPTION I HOURS RATE AMOUNT Additional Time Spent Permitting 1 8 $100 $800.00 The fee for an 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." $1000 MAX - $600 credit TOTAL 1 $400.00 Make all checks payable to Pitkin County Environmental Health & Natural Resources. Total due must be received in our office within 30 days of invoice date. A late fee of 2% per month will be charged on all balances not paid by the due date. 0 48 River Bend Road Septic System Absorption Field Sizing ft Wdth % of Total Field #1 Field Area Length 10 ft VVidth 10 ft Bottom Area 100 sf Side Area 440 sf Area 540 sf 34% Field #2 Length 20 ft Wdth 14 ft Bottom Area 280 sf Side Area 748 sf Area 1028 sf 66% Total Area 1,568 sf 100% 1J Awk ENGINEERS & GEOLOGISTS November 23, 2004 Russell Solutions Attn: Scott Russell 20 Sunset Drive, Suite I Basalt, Colorado 81621 Subject: Revised OWS Design, Proposed Residence Lot 11, Wingo Junction i Pitkin County, Colorado Job No. 16254 Mr. Russell, QL�aC-10-11 3) a� a.(2)o wak(l As requested, we have prepared a revised onsite wastewater system (OWS) for the proposed residence. The revisions are based on a decrease in the number of bedrooms from our last revised design, dated April 15, 2004. All previous designs should be discarded to avoid confusion. The subsurface investigation was performed on April 7, 2004. SM The lot is located in a rural residential area in Pitldn County, Colorado. The proposed drain field area has a slope of 1% to 3% to the west. There is a RM cover of irrigated lawn at the proposed field area A house with an OWS exists on the site. The house is to be demolished and cleared and the OWS is to be properly abandoned -,,The local water district will provide water. PROPOSED CONSTRUCTION A four-bedroom residence with a total living area less than 6000 square feet (SF) is proposed at the location presented on Figure 1. The OWS design is based on 4 bedrooms and an average daily loading of 800 Gallons Per Day (GPD) using Pitkin County Environmental Health Department (PCEHD) loading of 100 gallons per day per person. The sewage loading with a peaking factor of 1.75 is 1400 GPD. This loading includes washing machines and garbage grinders. If additional bedrooms in unfinished areas are possible, it is suggested that the OWS be constructed to handle the additional loading. The installation of a properly engineered OWS to serve firture build -out can be cost effective. SUBSURFACE CONDITIONS The subsurface investigation was performed by digging a test pit at the location indicated on Figure 1. Subsurface materials in the test pit consisted of 3 inches of topsoil, underlain by silty, gravelly sand with occasional cobbles to°Y Y 5,feWunderlain by gravelly, silty sand with scattered cobbles and small boulders to DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com 30 303.463.9317 Fax: 303.463.9321 Toll Free -1.877.248.3123 • • Revised OWS Design Job No. 16254, 11/23/04 Page 2 the maximum depth explored of 16 feetwWiftfbund water, was encountered. A gradation analysis performed on a sample obtained from the test pit at 16 feet indicates the soil consists of 65% gravel and sand and 35% fines (silt and clay). The gradation classifies the soil texture as a loam According to PCEHD ISDS regulations, loam soils have associated percolation rates of 21 to 30 minutes per inch (MPI). The gradation analysis is included as Figure 6. RECOMMENDATIONS The OWS installation includes a septic tank with an effluent pump and a drywell drain field at the locations presented on Figure 2. The OWS design is based on an average sewage load of 800 GPD and a percolation rate of 30 MPI. The installation must include one 2000 -gallon, two-compartment, concrete septic tank with a pump in a Biotube® pump vault in the second compartment. A drywell drain field measuring -14 feet wide by 44 feet long by 8 feet deep,must be installed for a total infiltrative area of 1544 A2. The OWS should be constructed similar to Figures 1 through 4. Movement over the drain field bed area during construction should be kept at a minimum to reduce compaction of the receiving soils. The bottom of the drywell must be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of dispersal gravel. The surface of the drain field should be seeded after installation. A native seed mix should be sown of the drain field to revegetate the surface. These mixes do not require irrigation and develop a growth 10 to 15 inches high. Installation of an automatic sprinkler system over the drain field area is discouraged. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service. The owner must be aware of and assume responsibility for maintenance of the system. In the absence of a monitoring program, the septic tank should be pumped every two years. Effluent filter and screened vaults, as applicable, are to be cleaned during pumping. There are daily considerations such as not putting plastic or other nonbi- odegradable materials into the septic system. Garbage disposal use should be minimized. The backwash of a water softener may be harmful to the OWS. A separate drywell should be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. LEWrATIONS A contractor who is experienced in OWS installations should install this design. Our investigation, layout, design and recommendations are based on data submitted. If subsurface conditions considerably different from those described in this report are encountered, we should be notified to evaluate the effect on the proposed OWS. If the health department makes modifications to this design, we should be contacted to evaluate the impact on the performance of the OWS. The county and our firm must be contacted upon completion of the OWS All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of the PCEHD ISDS regulations and requirements and install the OWS accordingly. CHURCH and Asso- ciates, Inc. should be notified 48 hours prior to the need for an installation observation. 3l • If there are questions, or we can be of further service, please call. Sincerely, CHURCH & Associates, Inc. Revie Eric R Burns Edwa Design Technician EOC/erb 3 copies sent via FedEx • Revised OWS Design Job No. 16254, 11/23/04 Page 3 CHURCH & Associates, Inc. Engineers & Geologists Denver, Colornft 303.463.9317 Toll -Free 1.877.248.3123 Gradation Test Results #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1-112" 3" 0 100.0 90.0 10 80.0 i 20 70.0 I 30 60.0 00 I J0001 a a' 50.0 50 c u 3 d a a 40.0 60 30.0 70 20.0 80 10.0 90 100 0.0 0.01 0.1 1 10 100 Diameter of Particle in M011metets DESCRIPTION: Sand, gravelly, silty, moist, red V GRAVEL 24% HOLE / SAMPLE TP -1 SAND 41% DEPTH 16' FINES 35% LIQUID LIMIT N/A MOISTURE 5.7% PLASTICITY INDEX N/A DRY DENSITY (pct) N/A DATE: 4/15/04 JOB NAME: Lot 11, Wingo Jnct JOB NUMBER: 16254 FIGURE6 CONDITIONS OF APPROVAL No development s Perm4ted outside the desWiathad building and/or development aowio,� Prior m [OnmerlC'2nPl1t of any eaMngM^9 or other conslncdon adYlty, die comers of the emYehope shall be SmkM and mtsbttlbn fenorg metalled armed the constnxtiDn Sate wtrin Ole penllebe• of the ernebpe. The la ounj Shad re nen e1 pate until S;,Liance Of a CaGflate of OcnIpancv. All NG' Damirr.Itiv diswrbed by mrsmlctial stall be nwegltaoa! wahm one g!ga4g season dpe proleG's wmPlebonl. >r.r kw.+. Y.1..1-a�x'4 :`N.e cr�al+. 2. Mine fWbwBg wildtke mi11930041 mxnues are require[: A. Roofs shall be constructed with a Cla<s A roar oY=_ring of a 4ffi A asanbly as &*no a VIe lnrerrabanal Building Cone Seddon 1505.2. Wood AIaIW smngk roof oowe rgs are prohibited. Roofs will, ills than a 3:13 plp:h are not permkCd unless they: 1) Use roof :o erkgs coMvucted of 6naknblA�ble mataiak and installed an a Oris A roof assanoly; 2) Use roof Downngs with surface that mci tam the naonel process of ceaMg the roof; 3) Use roof deslgm that facilitate the natural Process of clearing rod Peerk (proausians above the moPone, such as Parapets, are pmttlbted); 4) Are irsDlkd as required by T (neer, aD0n31 Buielrg Code and new a mimmum AOPe or 1:43; and! 5) Nave had the roof ae:grl. c-ringt's). ar eawaw_n; asemblrs soeciflalN aaomYtl Dy the Ste MarstaN prior m ADmIDaI of a Dradm9 permit aPPimoom B. Vents shall DC Scoe,' I wth cornu eke n ww meso, wdh mesT 1H' nasmum. Strudaes shall comply with any CoIaM1y negevraHleltA for iw In -use mr rs der ins C. Rack and Putts. s, as wed as forces, shall De kept clear Of debris. Wand tents shad not: connect D saWrrees. D. Yards shad be kept dear of all Otter, sash and flammable debris. E All flammable! materials, Wudi g firewood/wood pass shall De stored on a parallel mrrour a minimum of 15' away from arty Smshre. P. We^.ds and grasses wGTm 10'Of all SVYdNB Stall Da Foam fined W a heghtntt rr RiWl 6'. G. Sad Ancwre shall new a mmimrcn Of Doe 10 Ib. ABC Poe ednguISMW Y. 'ye property adtlns i'all be clearly malted with 2' nmcomDuststke ee2^rs and Asn oembe = 'rc M^eTY ovot d amass Oonn the pubk a CanDpn arms road and mS ed on a rommmdrtlbe DOA 3. New, udlty Imes 511311 M b1mN within the drivsWaY. 4. The Appnant shall install and use bear proof bash contelrles, as requl err by the County Code. 5. Failure to comply with the conditions of thk approval may result 0 re4vatlon Of Deis approval, or am subsequent oemlit(s) or approval(s) rehashed M this property, Or vested nghts associated with Lhes prob", 1041 HAZARD REVIEW SITE PLAN for 48 RIVER BEND ROAD, LLC G048 RIVER BEND ROAD SNOWMASS. CO 81654 PITKIN COUNTY aMN" SENO ROAD SOME R\W (PER N PLATS 35) FN0.5/8' RESAR W/ AWM. CSP Ls f77aA (Niru P09npN) s WIXp CONTACFS Scott Ram, PrmOpai 48 Roe Band Road, LLC P.O. Box 1027 Alien, CO 616LZ Pune: 970-9271-5288 PaTmgton Professional nganeerM LLC 6949 Mgwiay 73, Suite a£-3 Eegfeen. CO 90439 Phm : 303.674.7272 Contact: Chris Purtlntgbn, D.E. Pitkin CDunry Communty Oevelopmart 130 South Galena Street Armen, CO 61611 Phone: 970.920.5093 Contac: Sumrme Wolf 3'1 r6.5/9' a®AR W/ ALDM W.C. LS (1134 (OH LOT y I�I®1�lli� 'as . -- f 6$0 -d" . �4 SIE VICINITY MA? NO SCAS 0070 RIYEi SEND ROAD EYISTNG RESIOENCE W?_5ffA+r.H tO11/-6'+L! &P 84 �IPoRa81xNIfR�1i�mP9Nll'6aa win w SHEETINDEX C-1 COVER SHEET AND SITE PLAN C-2 GRADING, EROSION AND SEDIMENT CONTROL PLAN LEGAL DESCRIPTION -A OF ,HEST BEGINNING AT A PONT M THE CENTERLINE OF SAID MYER WHD:CE A.P. NO. 2 OF TRACT BS SAID TaWMSHIP AND RANGE, SEARS S1am"IC'E. 1M.32 FEET; TRACE N5 WOOTN 167.41 =—, TNENCE NH'](Ya0'E 115 : . THENCE SN'M'6'E 226.6 FEET; TO A POUT N THE GENTFAtYIE W SAID aY THENCE S84m6'14' W.54 FEET MING THE rfNlETIllHE O SMO Fh Ee 1HFTKE SIW31-24-W tam F=_ ALONG Te CQ1Tc'i OF SMO aw+ To THE PONT OF Ktawa*G. PARM 0: 2A62-212-02-013 ,w, EMMD.NMc'-HlTM HiiARO MIFAS J THAT 111GtHi M tcT TIE PROPERrY. AM' �ENTS. MID i1HE USE AND OCCOPANCT MEREEDIr. scall Rvewl, 4S avx Bono LLC OPN PHnt tar,» T.U. Yes 1041 HAZARD REVIEW SITE PLAN HAS 6EDr RENEW© AND APPRpyED SY THE COMMUNITY o�wOPMpn' J:9. wT a 2N TED H s SVILER i0 rllE NOTED HE4EDN. Can, b p+.mw•Wn �wacmr� nHrs w, NAvm AN R_� SME PLw BED` ACOEPrrD 'Tri FBAD M THE OPFICE OF THE CLERIC a: WCOROEV OF PITNNI C M. ON TF DY OF IRPLAT. 000"AT PAW, t_uf l' NSA Mn CPumy Clerk Rcoraa DATE: 06.2.06 10B NO. 05-516-900 z a W H N/ p Q C` >W LO co �'L O p m V CCcF2j T 00 Z � a O Y O O z ~ Yiofna C -1 C-1 V J hA� PROPOSED RE90ERM I I � AP E t F _ � ` \ �-IJWTS OF BULpNCJ ENVELOPE aye APPRO L 100 YMi MOOD FLIAnON LANE R` �gR /IV GFIRP X. SItREASONAL MoaEI.EVAPaR oRk R/�R z 1st w 1p5'M L � F 20 0 20 40 f111 SCALE _ET 6$0 -d" . �4 SIE VICINITY MA? NO SCAS 0070 RIYEi SEND ROAD EYISTNG RESIOENCE W?_5ffA+r.H tO11/-6'+L! &P 84 �IPoRa81xNIfR�1i�mP9Nll'6aa win w SHEETINDEX C-1 COVER SHEET AND SITE PLAN C-2 GRADING, EROSION AND SEDIMENT CONTROL PLAN LEGAL DESCRIPTION -A OF ,HEST BEGINNING AT A PONT M THE CENTERLINE OF SAID MYER WHD:CE A.P. NO. 2 OF TRACT BS SAID TaWMSHIP AND RANGE, SEARS S1am"IC'E. 1M.32 FEET; TRACE N5 WOOTN 167.41 =—, TNENCE NH'](Ya0'E 115 : . THENCE SN'M'6'E 226.6 FEET; TO A POUT N THE GENTFAtYIE W SAID aY THENCE S84m6'14' W.54 FEET MING THE rfNlETIllHE O SMO Fh Ee 1HFTKE SIW31-24-W tam F=_ ALONG Te CQ1Tc'i OF SMO aw+ To THE PONT OF Ktawa*G. PARM 0: 2A62-212-02-013 ,w, EMMD.NMc'-HlTM HiiARO MIFAS J THAT 111GtHi M tcT TIE PROPERrY. AM' �ENTS. MID i1HE USE AND OCCOPANCT MEREEDIr. scall Rvewl, 4S avx Bono LLC OPN PHnt tar,» T.U. Yes 1041 HAZARD REVIEW SITE PLAN HAS 6EDr RENEW© AND APPRpyED SY THE COMMUNITY o�wOPMpn' J:9. wT a 2N TED H s SVILER i0 rllE NOTED HE4EDN. Can, b p+.mw•Wn �wacmr� nHrs w, NAvm AN R_� SME PLw BED` ACOEPrrD 'Tri FBAD M THE OPFICE OF THE CLERIC a: WCOROEV OF PITNNI C M. ON TF DY OF IRPLAT. 000"AT PAW, t_uf l' NSA Mn CPumy Clerk Rcoraa DATE: 06.2.06 10B NO. 05-516-900 z a W H N/ p Q C` >W LO co �'L O p m V CCcF2j T 00 Z � a O Y O O z ~ Yiofna C -1 C-1 r App"cation must be complete where applicable. Type or print in BLACK INK. No overstrikes or arawren unless initialed. 0) 0 �J COLORADO DIVISION OF WATER RESOURCES tf 101 Columbine Bldg., 1645 Sherman St., Denver. Colorado 80203 RLrF) M �i.1 PERMIT APPLICATION FORM 028'77 I A PERMIT TO USE GROUND WATER WATER RESIIURM ( XI A PERMIT TO CONSTRUCT A WELL STATE ERGtNtER FOR I XI A PERMIT TO INSTALL A PUMP C. ( XI REPLACEMENT FOR NO. 22233-F (forlrerly 33833) 1 IOTHER CASE fA. C.A. #5884 District Court in and for re55 ' FOR OFFICE USE ONLY DO NOT WRITE IN THIS COLUMN NAME 137ar1ng Fork Water AssoeEaUon r Inc. I Receipt No L-" Z` (/( / STREET c/o Vranesh and Musick P. 0. Box 1388 CITY_._111Pni.r)Orl c inc;.% ""I'llI btel f1111 TELEPHONE NO 303-945-7647 (2) LOCATION OF PROPOSED WELL l:uunl v _ _ Pitkin (see attached Exhibit A) _ Sw 'L o1 the NW %. Section 21 Two 8 S Ang. 86 W 6th P.M (3) WATER USE AND WELL DATA Proposed maximum pumping rate lgpm) 32 CPM Average annual amount o1 ground vvat"15 AF to be appropriated (acre -feed: Number of ar:res to be irrigated: Proposed total depth (feet!: 3.0 acres 100 feet Aquifer ground wafer is to be obtained from- AJIUViLun tribtataty to the Ianaring Fork River Owner% well deugnabon R�r GROUND WATER TO BE USED FOR: 1 I HOUSEHOLD USE ONLY (X I DOMESTIC 11) I I LIVESTOCK (21 I I COMMERCIAL (4I I OTHER S9) (4) DRILLER tic, enganon (01 I I INDUSTRIAL (51 1 Xi IRRIGATION (6) ; X: MUNICIPAL (81 Nanx HounLatn Drilling 0=PaT1Y Street 5062 113 Read _ — Q I y Carbondale, W 81623 945-5148 3g F97 Brin Dist. CONp�ONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right front seeking relief in a civil court action. APPROVED AS A REPLACEMENT OF, WELL N0, 222 33-F. THE DOSTING WEW MUST BE PLUGGED AND ABANDONED ACCORDING TD THE REVISED AND AMENDED RULES AND REGULATIONS FOR WATER WELLAND PUMP INSTALLATION CONTRACTORS. THE ENCLOSED AFFIDAVIT MUST BE SUBMITTED WITHIN SKI -y (60) DAYS AFTER THE CONSTRUCTION OF THE NEW WELL, AFFIRMING THAT WELL NO. 2,1233 -F WAS PI firr;E0 AND ABANDONED. TOTALIZING FLOW METER KIST HE INSTALLED ON THE WELL DISCHARGE WREN THE WATER IS POT TO BENE- FICIAL USE. DIVERSION RECORDS SBALL BE SLiBMf= . UPON RE4NJr.ST, TO THE DTVISION OF WATER RESOURCES. .AVS 01A APPLICATION APPROVED PERMIT NUMBER Ia ISI X931 3 DATE ISSUED JUS 21197? — EXPIRATION DATE --JUL 21197A • - ISTAT 61 ` EERI BY - STATE OF COLORADO A PERMIT TO USE GROUND WATER APPLICATION FOR: -1V7 A PERMIT TO CONSTRUCT A W OTHER Application must be completed satisfactoril PRINT OR TYPE APPLICANT Street Address_ City b State—/VU[1PCS Use of ground water Owner of land on which we Is located Number of acres to be irrigated_ Legal description of irrigated land Other water rights this land Owner of irrigated land Aquifer(s) groundrater is to be obtained from G�t'17.! �<- ESTIMATED WELL DATA Est, quantity of ground water to be claimed; Est. Max. Yield /Z' GPM or CFS Est, average annual amount to be used iq acre-feet Storage capacity AF Anticipated start of drilling 19 -LL 4' Hole Diameter - 7 in. from ( ft. to ft. in. from ft. to ft. Casing; P I a in --_f In. from___,�- ft, to_ ft. ft, in. frrm ft. to ft. Per f,_in. from S'; ft. to ft, in, from ft. to ft. PUMP DATA: Outlet Type_ 1, HP / Size This application approved PERMIT NUMBER DATE ISSUED State Engineer ELL % wy.1 , . y before acceptance •'N�ftK' rt.�a QCT Gfi ofs,40 LOCATION OF WEL'jam lomm i COUNTY , /' � t Li! sec, T. .SS S R. I L P,n. Ground Water Basi Water Management District USE DIAGRAM ON THE BACK OF THIS SHEET TO LOCATE WELL. Driller( � ..oL' i�1'n No. DriIIer'S—� ' Address_ Signature of Applicant CONDITIONS OF APPROVAL se4o-IL,�. aO.�C�a QecEUEo This application approved CONDITIONAL PERMIT NO, 838-313 (Permit good for one (i) year after date of issuance) MAY 17 1968 DATE ISSUED by E 151 THE LOCATION OF THE PROPOSED WELL and the arta on which the water will be used must be indicated of the diagram below. Uw the CENTER SECTION (i wetion, 640 aaesi im the well location - -t- - - - + - 4-- 4- - + - -+- - 4 I 4-- t MILE. 6200 FEET — ( NORTH SECTION LINE _ I NtiA1H— Ir _ I + — + ii 2090 Z 0 V W N + � 750 I ( I I II I SOUTH 5K; I I ON LINE 4_ 4. 4- z I I - - I-i--+-+--4- 1 4 + � N I m 1I O_ 2 — -4- I 1 4 + 4- The scale of the diagram is 2 :riches - I mile Each small souare represents 40 acres. WATER EOVIVALEN IS TABLE IRsrunoad 1`1910M! An acre -fa it covers acre of lana 1 foot daaP 'cubic toot per gicerld telt . 449 gallons par minute 190m) A famgy of swill N4wraappros:mataw 1 wrtfool of wall, per War I ana•foa 43,560 cubic tat ..326,900 yilatl. 1,000 OM pumpo Wntlmlpusly lot ono day preoum 4.42 Wil -feel 6 (6) THE WELL MUST BE LOCATED BELOW by distances from section lines. 2090 ft. from north Sec ifne rlwln w t(IU 750 ft, from West sec. hne (eau w west) LOT BLOCK FILING SUBDIVISION -- 17) TRACT ON WHICH WELL WILL BE LOCATED Owner: Applicant No. of acres725 sac? ft-- VVA tn:s h= Yes the only well on This Ilett? – (8) PROPOSED CASING PROGRAM Plain Casing 7" in from 0 h to 80 ft 7" in. from BO ft. lu 100 tt Pwloratad casing tion—ft— to ft in. from It to It (9) FOR REPLACEMENT WELLSgivedistance and direction Irom old well ani plans for plugging it Proposed well will be located approxi- t0abe1y 10 feet Eas East O existiinq_wW4 4g3� �+lkkl be plugged and capped. (10) LAND ON WHICH GROUND WATER WILL BE USED: Owner(si, Vembers of Roaring Pork Water Association, Inc. No. of acres. 3 - Legal description: See attached Exhibit B -- (11) DET AILED.DES01PTION of the use of ground water Water will be used for domestic tin-houasl and i xi a+im (t seven useholds belonging to the roaring Fa:k Water Association. Disposal by septie (12) OTHER WATER RIGHTS used on that land, including wells. Type of right Used fol (purpose) Description of lard on which used WA THE TO THE STATE(S) Of HIS t THAT THE INFORMATION SET FORTH HEREON IS SisKA TO OF APPLICAHU(1 V c - - Leavenworth, VRANESH AND MJSICK, Attorney for Applicant, P. 0. Box 1388, 90 nlarwxxxi glonnafx. m 81601. Phone 945-7647 �~ FW �z W "R l_ ^<"+ _^l_'rcr 4' "'c• -F I'�� L � J '"'.--T'f 't^..-r.•� S -ter•-"iJy"' �i �� t i0 1 s �J 1 e . _ �.x, — .'. fir¢!° .�'.-. •� i .., �~ FW �z W "R l_ ^<"+ _^l_'rcr 4' "'c• -F I'�� L � J '"'.--T'f 't^..-r.•� S -ter•-"iJy"' �i �� t i0 0 0 / NXI'MmA " Transfer of the attached certificate may only be made to subsequent purchasers of the real property upon which the water represented by said certificate is used on date of issuance hereof, provided, however, that sales to third parties may be accomplished after first offering the same for sale to the corporation, or other stockholders thereof, upon 30 days written notice delivered by United States Mail to the corporation and all stockholders thereof." This certificate represents service to and is expressly for the following described parcel of real estate to -wits' A parcel of land situated in Tract 64 of Sec. 21, To-,mship 8 South, Range 86 West of the 6th P.M. Lot 10 THIS SPACE IS NOT TO BE COVERED IN ANY WAY PROPERTY INFOR PITKIN COUNTY HEALTH DEPARTMENT 48 RIVERBEND ROAD PITKIN COUNTY, CO .52 ACRES CLIENT INFORMATION SCOTT RUSSELL 20 SUNSET DRIVE STE 1A BASALT, CO 81621 970-927-6462, 970-927-6529 FAX AOL CRITERIA in Q j O DESIGN FOR: 4 BEDROOM RESIDENCE< 2000 SQ.FT MAX DAILY FLOW: Q=4 Bdrm. x 200 gal/rm/day X 1.75 = 1400 GPD PERC. RATE (T): 30 MPI SOIL TEST: PERC TEST. SEE ATTACHED CURRENT AND PREVIOUS PERCOLATION DATA BY CHURCH & . ASSOCIATES DATED 11.23.04 MIN FIELD AREA: = Q ,/t/5 X = 1533 SQFT."/ FIELD AREA: BOTTOM AREA - 20380 SQFT SIDE AREA = (4-0'x 11') + (68'x 11') = 1,188 SQFT TANK SIZE: TOTAL AREA 7 1,568 SQFT 2000 Gallon WITH ORENCO ADVANTEX AX20. rvKY 2 3 . 4' 5' 6' 7' 8' U� 10 aK jo - Zq DARK REDDISH TOPSOIL MEDIUM REDDISH LOAM C, C�1,C 'Ar{J NO GROUNDWATER 9.3.05 PROFILE HOLE �] 1 SCALE: N.T.S. TOPSOIL BACKFILL FILTER FABRIC CLEAN GRAVEL 4" DIA SDR35 PERF PIPE DISPERSAL GRAVEL NOTE, LOCATE PIPE SO THAT GRAVITY FEED TO FIELD IS ACCEPTABLE. FIELD SECTION 2 SCALE: N.T.S. ISDS NOTES 1) ALL GRAVITY PIPE TO FIELD TO BE 4" SCH 40 PVC PIPE WITH MIN 2% SLOPE. PROVIDE 2" SCHEDULE 40 PIPE TO HIGH POINT FROM TANK TO GRAVITY TRANSITION. 2) ALL ABSORPTION FIELD PIPE TO BE SDR 35 PVC PERFORATED PIPE. 3) VERIFY ALL CHANGES IN FIELD WITH ENGINEER OF RECORD 4) GRINDER PUMP SPECS: FINAL PUMP TO BE SPECIFIED BY MANUFACTURER. PUMP MUST HAVE 2" 0 OUTLET AND BE CAPABLE OF LIFTING SEWAGE 15 FEET PLUS ALL FRICTIONAL LOSSES AFTER FINAL PIPE LAYOUT IS DETERMINED. FLOW RATE MUST BE MAINTAINED AT 3-7 FEET PER SECOND. 5) NITROGEN REDUCING SYSTEM SPECIFICATION: INSTALL COMPLETELY AN ADVANTEX AX20 3A SYSTEM. SYSTEM MUST BE INSTALLED BY AN ORENCO AUTHORIZED INSTALLER. 6) THE SEPTIC TANK SHALL BE MIN 2,000 GAL PRECAST TWO COMPARTMENT TANK MEETING ALL PITKIN COUNTY HEALTH DEPARTMENT REQUIREMENTS AS WELL AS ALL REQUIREMENTS FOR THE ORENCO ADVANTEX SYSTEM. 7) CONTACT ENGINEER OF RECORD FOR INSPECTIONS FOR OPEN HOLE INSPECTION AND FINAL TANK, PUMP AND PIPE LAYOUT INSPECTION. 8) VERIFY ALL PROPERTY LINES AND UTILITIES. REVISED 11-17-06 BY JP REVISED 11-06-07 BY JP REVISED 11-30-07 BY CP D Q O N Z Z W m Lu 0 W O v a>Z� O Y w 00 ~' agtaU in Q j O Z w Lu z z w a z O d uw- ��rnn O A d r 00a.�i O bF M CL :n a O E- a m Z d W a N LLJ a 0 o W Z cD N N QIn d W o 0 O 00 o d O 13 Z w a a o R 0 H v max.._ __ _— - ,i�i. DRIVEWAY FIELD#1 11' MIN. SDR 35 PVC � NOTE WATER SERVICE SHALL BE LOCATED A MINIMUM OF 25' FROM ABSORPTION FIELDS 6' MIN. 2000 GALTANK W/ ADVANLEX AX203A 10' SETe OJINSTALLATION B' MIN. GRINDER PUMP FOR BASEMEN SEWER LINETO TANK TO BE LOCATED INACCESSIBLE CRAWLSPACEAREA. 4 - BOX DEFAIL THIS SHEET 10' SETBACK PROPEM LM - f I / TO FIELD / TO FIELD I / SITE PIAN SCALE: 1" = 20' 24' CIA 4' DIA. INLET JE— 2' DROP 24* DIA PLAN 4' DIA. OUTLET PROFILE ALL INLET AND OUTLET PIPING TO BE SCH4O PVC USE FRALO STAR MONSTER D -BOX OR EOUAL DISTRIBUTION BOX DETAIL -- - N.T.S. --- REVISED 11-17-06 BY JP REVISED 11-06-07 BY JP REVISED 11-30-07 BY CP J J Z o N 25 j (On a LLI Z Q W 0 LLJ O N N LAS RE D_ m J � Q O U N Cn CD .-I L6 co O O 00 3k rl W O � LLI CL D D Q O N Z ~ Z W LU N W V Q a �Z OJsm O Y w 00 O aq*aQ G7 Z W Z CD Z W J J Z o N 25 j (On a LLI Z Q W 0 LLJ O N N LAS RE D_ m J � Q O U N Cn CD .-I L6 co O O 00 3k rl W O � LLI CL D 3� �� ► � � noa1avt.w z I L).�LEVELPLAN 3'S I �...a 0 3to e +0' dffi = per A L I Wo� W > a a a x � m dffi = per A L I