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HomeMy WebLinkAboutpitkin.eh.264322303002 (2008):EH/N1F0J ONSITE WASTEWATER TRi T` -NT SYSTEM (OWTS) CONSTRUCTION F�RMIT 0405 Castle Creek Road, Suite 10 • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: 08017 Parcel ID #: 2643-223-03-002 Permit Issued: NEW ❑ REPAIR ❑ REMODEL/ADDITION —1 TANK ONLY El FIELD ONLY ❑ AMENDMENT Owner(s): W/J Lot 2 LLC c/o Gerry Hazelbaker Property Address: I en I -wM Byers Court Legal Description: Lot 2 filing 5 W/J Ranch Size of Lot: Size of Build 2.336 Acres Detached Accessory Unit: N/A ng: 7500 Sq. Ft. Size of Accessory unit: System is designed for 6 (SIX) potential bedrooms. System is designed for the rooms listed here: Master Suite A, Master Suite B, Office with full bath, Bedroom 1, Bedroom 2, and Bedroom 3. Designed By: All Service Septic Project #: 1379 Sq. Ft. Dated: 3/12/2008 Phone #: 970-618-5033 Mailing Address: P.O. Box 2844 - Glenwood Springs - CO - 81602 Fax #: 303-216-2796 Perc Rate: 27 mpi Profile Hole Depth Minimum Tank Capacity: 2250 gallons 8 f Email Address: tpetzl (d)comcast. net Depth to Groundwater or Bedrock: > 8 ft Minimum Absorption Area: 1309 sf w/ 30% reduction Permit Conditions: This design is for one 2,000 gallon two-compartment concrete septic tank followed by one 1,000 gallon two- compartment concrete septic tank both with pump vaults. There are two AX -20 Advantex secondary treatment units. An automatic distribution valve doses to 3 gravelless chamber beds, each with 6 rows of 8 chambers of Quick 4 for a total of 144 chambers. Perforated pipes are suspened in the chambers. Beds must be installed between 4 and 5 feet in depth, in the sandy clay soils. 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. Any changes must be approved by this Department and the design engineer prior to construction. 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 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 the 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. Revegetation over the area of the field must be maintained in accordance with Section 6.28.110 of the OWTS Regulation. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH/NR before final approval of the system will be issued. Issued By: Date: X02 Expires: Installer:tx License #: `d Final Approval Issued By: Plz I(— r � � P �i �? � Date: � 1 � t Updated: 2/1/0II n %,+NSITE WASTEWATER TREATMte-4 t SYSTEM (ow 15) :E1/NLRjCONSTRUCTION PERMIT APPLICATION 0405 Castle Creek Road, Suite 10 - Aspen, CO .81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID# (available from the Pitkin County Assessor's Office �I �� _ 7) 970-920-5160 or at www pitkinassessor.orq): Purpose of Permit: Q NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Property Address: !� �; ICS o CZ)LL� Lot: :)I - Block: t Filing: Subdivision: �t C•1 1 � r Property Owner(s)*:�; L �� C/o Email Address: Co£j C 1 {� L�-t� �t l`�t'- • r -jrI Owner's Mailing Address: City, State, Zip: � � �I Z I Home Phone: Busi ess P ne: �y *(,—f—t mfnr ;4 nn must a provided for the owner signing this application. Primary Contact Person/Applicant (if not owner): Company: Contact/Applicant Mailing Address: City, State, Zip: Cell Phone: Business Phone: Fax Number: Email Address: 5�5-gel-zuo Building Permit # (if applicable): Lot Size (in acres). -Z �3 fil r Size of Building (square feet): -7 Number of Potential Bedrooms: 'g� cs Detached Accessory Unit? YES Q"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): Engineering Firm: �J ,G r L Job Number: Phone Nu ber: Fax Number: 9 9 LL �5, l '7a y tit oi3 dos 2fb —2}`3b Mailing Address: p C �" City, State, Zip: lip 0`L i 7.8"x'1' ': Sn��J� . CA 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. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. ,vner Signature: Date: V,& �' -U�.4 11 Date: oplicant Signature: FOR OFFICE U E 0 Received by E / tall: Fee & Re ipt #: Date: Pitkin County Environmental Health Department Contact Log Sheet ±,nv+ a,Un P0, ox 2844 S E t I C Glenwood Springs, CO 81602 SE�Y�CE Ph 970-618-5033 L L Fax 03.216-2796 November 10th 2009 Paradigm Construction Attn: Gerald PO Box 1789 Basalt, CO 81621 Installation Observations Lot 2, W/J Ranch PUD Filing 5, Permit #08017 Pitkin County, Colorado Gerald, mo Project No. 1379 ALL SERVICE septic, LLC performed installation observations for the onsite wastewater treatment system (OWTS) on June 16th, 23`a and July 1St and 14th 2009 for the subject property. The installation included a 2000 -gallon, concrete septic (recirculation) tank followed by a 1000 - gallon, two-compartment dose tank with a Biotube pump vault. Two AX -20 AdvantexTM secondary treatment units were installed. Three `Quick -4' gravelless chamber beds were installed with each bed having 6 rows of 8 chambers, for a total of 144 chambers, equaling 1422 SF of infiltrative area. Effluent will be distributed with an automatic distribution valve and with pressurized perforated laterals. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWTS. LIMITS: The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWTS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 2 copies sent Copy sent to Pitkin County Health Dept. Reviewed By: Richard H. Petz, Two of three gravelless drain fields beds with observation pipes. peptic tanks and Advantex Units Pro No 1379 /* OWS AS -BUILT DRAWING wv 1.25" PVC PIPES AND MANIFOLDS THREE GRAVELLESS CHAMBER BEDS WITH PERFORATED SUSPENDED LATERALS. EACH BED HAS 48'QUICK-4' CHAMBERS FOR A TOTAL OF 144 CHAMBERS. o' 1 S 'w. SCALE: 1" = 30' �Aj I III II it > III III II tT / -CLEANOUT 4" PVC SEWER PIPE AX -20 UNITS PLACED ON 0 ITANKS OR GRAVELPAD POND 2000 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK "691 FOLLOWED BY 1000 -GALLON TWO-COMPARTMENT DOSE 2" PUMP TANK. TWO P-50 PUMP VAULTS LINE ARE REQUIRED. TWO AX -20 UNITS WILL SERVE THE RESIDENCE. ALL WATER FEATURES LINED WITH PVC LINER OR CONCRETE OBSERVATION PIPES LOT 2, FILING 5, W/J RANCH PUD ALL SERVICE septic, LLC PRO. NO. 1379 PITKIN COUNTY, COLORADO PO BOX 2844 GLENWOOD SPRINGS, CO 81602 FIGURE 1 PARADIGM CONSTRUCTION 970-618-5033 AUTOMATIC DISTRIBUTING VALVE 6403 0 Will 1.25" PVC PIPES AND MANIFOLDS THREE GRAVELLESS CHAMBER BEDS WITH PERFORATED SUSPENDED LATERALS. EACH BED HAS 48'QUICK-4' CHAMBERS FOR A TOTAL OF 144 CHAMBERS. o' 1 S 'w. SCALE: 1" = 30' �Aj I III II it > III III II tT / -CLEANOUT 4" PVC SEWER PIPE AX -20 UNITS PLACED ON 0 ITANKS OR GRAVELPAD POND 2000 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK "691 FOLLOWED BY 1000 -GALLON TWO-COMPARTMENT DOSE 2" PUMP TANK. TWO P-50 PUMP VAULTS LINE ARE REQUIRED. TWO AX -20 UNITS WILL SERVE THE RESIDENCE. ALL WATER FEATURES LINED WITH PVC LINER OR CONCRETE OBSERVATION PIPES LOT 2, FILING 5, W/J RANCH PUD ALL SERVICE septic, LLC PRO. NO. 1379 PITKIN COUNTY, COLORADO PO BOX 2844 GLENWOOD SPRINGS, CO 81602 FIGURE 1 PARADIGM CONSTRUCTION 970-618-5033 Carla Ostberg From: Tim Petz [tpetz1@comcast.net] Sent: Wednesday, October 07, 2009 1:27 PM To: Carla Ostberg Subject: Paradigm Construction #08017 Carla, The subject permit has a septic system installed, although no power is available to test pumping components. I will follow up when electrics are available. tim petz All Service septic, LLC PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 6147 Braun Court, Arvada, CO 80004 303-908-7823 FAX 303-216-2796 N%W t ,_ ..0 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name lot`- .i if 5 W/.i' Parcel ID # House Size (sq. ft.) (75 gpd or 100 gpd) 100 Number of Bedrooms in Main House' Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House 7777777 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 1200 State Review Required? no Perc Rate`; 27; (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1800 ^ Minimum tank capacity 2250 ga ns Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor A = 2,619 sq. ft. of absorption area,required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 1,871 sq. ft. of absorption atea required V Abs. Area'w/ locaing factor (B25) Trench Bed Pipe and Gravel 2356.974739 2618.860821 Dosing 2095.088657 2095.088657 Chambers 1833.202575 2356.974739 Max Allowable 1309.430411 1833.202575 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 1683.553385 1870.614872 Dosing 1496.491898 1496.491898 Chambers 1309.430411 1683.553385 Max Allowable 935.3074361 1309.430411 164`J SETBACK FROM WELL # of feet 114 , SETBACK FROM PO REAM OR IRRIGATION DITCH # of feet = P- 89 SETBACK FROM DR GUL%4ri # of feet = w PO Box 2844 61enwool I,H"s, CO 11102 SEflY�CE Ph 970.618-5033 Rax 303-216.2796 March 12"' 2008 Paradigm Construction Attn: Gerry Hazelbaker PO Box 1789 Basalt, CO 81621 Project No. 1379 Subsurface Investigation and Revised Onsite Wastewater System Design, Proposed 6 -Bedroom Residence Lot 2, Filing 5, W/J Ranch Pitkin County, Colorado Gerry, ALL SERVICE septic, LLC performed a subsurface investigation on August 21St 2007 and prepared an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Aspen Colorado, in an area where OWS are necessary. The revision is based on a change the number of bedrooms and new regulations adopted by Pitkin County. SITE CONDITIONS The lot is presently vacant. Small `lined' ponds and creeks exist at the subject site, as indicated on Figure 1. A 6 -bedroom residence having greater than 6000SF is proposed. The proposed drain field area is relatively flat, and vegetation consists of a moderate cover of grasses. Water will be provided by the local water district. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes. The materials in the profile hole consisted of 6 -inches of gravelly fill, underlain to 1 -foot by a clayey root zone, underlain to 4 feet with stiff clay, underlain to 8 feet, the maximum depth explored, by a sandy clay. Groundwater or bedrock was not encountered. A percolation rate of 27 MPI will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 6 -bedrooms and an average sewage load of 1200 GPD. The installation must include one 2000 -gallon, two-compartment precast concrete septic tank (recirculation tank) with a P-50 recirculation pump vault, followed by one 1000 -gallon, two-compartment precast concrete septic tank (dosing tank) with a with a P-50 pump vault. Two AX -20 AdvantexTM secondary treatment units must be installed. Tank alternatives may be considered. Three gravelless chamber beds, using `Quick -4' InfiltratorTM chambers, must be installed as indicated. The beds must be installed between 4 and 5 feet in depth, and must be placed in the sandy clay soils, as indicated in the soils profile table. Each bed must have 6 rows of 8 chambers, for a total r � ..� Iwo Onsite Wastewater Systems Page 2 of 144 chambers, equaling 1325 square feet (SF) of chamber infiltrative area. An automatic distributing valve must be installed to distribute effluent to the drain fields. A perforated PVC lateral must be suspended within chambers. The laterals (1.25" PVC) must have 1/4 -inch orifices on 4 -foot centers with holes facing upward. One hole per lateral must face down to drain lateral. A scour plate must be placed beneath downward facing hole. An automatic distributing valve must distribute effluent throughout the beds. Two AX -20 AdvantexTM Units are proposed with the subject OWS. See plans. ADVANTEX OPERATION AND INSTALLATION A qualified installer should install The AdvantexTM Units. A two-year operation and maintenance contract should be provided by the installer. Additional construction notes are provided on construction figures attached. 1. The control panel should be mounted in `line -of -site' to tank and AdvantexTM unit. 2. A dedicated 15A service for control breaker (in OSI panel) is required. 3. A dedicated 20A service for P30 and P50 pumps is required (1/2 hp or less). 4. If wires from breaker to panel and/or pumps exceed 75 feet we should be contacted to consider 230 -volt recommendations. 5. Conduit should be used for electrical lines. 6. Electrician must provide phone line, if applicable, and terminate in control panel. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The automatic distributing valve must be accessible. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. a Onsite Wastewater Systems Page 3 LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. ALL SERVICE septic, LLC Timothy R. Petz Reviewed Richard H. ,Poo LI �NERBF9�•FO .o . 33662 ^F�'SION 3 copies sent PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1379 PROFILE PIT Date of Test: 8-21-07 0 - 6" Fill, Gravel 6" - 1' Clayey Root Zone, Stiff, Moist, Dark Brown 1'- 4.0' Clay, Very Stiff, Moist, Dark Brown 4.0'- 8' Clay, Sandy, Med. Stitt, Moist, Li nt brown 1.00 Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI 3.50 1.00 (in.) (in.) 4.25 1 40 20 1.75 3.00 1.25 3 38 20 20 3.00 4.00 1.00 3.50 20 4.00 4.75 0.75 5.00 20 4.75 5.50 0.75 1.00 20 6.25 7.00 0.75 27 20 20 7.00 8.00 1.00 2 48 20 3.50 4.50 1.00 20 4.50 5.25 0.75 20 5.25 6.00 0.75 fill 20 2.50 3.50 1.00 20 3.50 4.25 0.75 20 4.25 5.00 0.75 27 3 38 20 2.50 3.50 1.00 20 3.50 4.25 0.75 20 4.25 5.00 0.75 20 5.00 6.00 1.00 20 6.00 6.75 0.75 20 6.75 7.50 0.75 27 AVERAGE = 27 MPI U) N � d M a W o W NLnL a Q z Co Lm 10 N 0 U N U O Q Ci W `W LL O 2 d a cJ G a C co CR uj 2 0 a. LO aI d LL W N O Q J 2 U rl N Q y N � d M NLnL cn Co Lm 10 LL N •� C 1 w _J nm o Qa) . s �' Cl a 0 rCD w O O O CM 0 0 0 0 0 0 0 0 a LLY N O C w r O N t0 w O LO m T OD 1� O O JT O LL IL r to a O N N q Lj C3 Q �L O CO n O LO M N Pal `(Hal) peOH oiweuha Idol O 00 9 .O o E 0 N O 0 cn Co Lm 10 •� W 0Li nm o Qa) . s �' Cl a 0 0 w O O O CM 0 0 0 0 0 0 0 0 a LLY N O C w r O N t0 w O O m T OD 1� O O JT O r to N O N N q Lj C3 Q N co r M r 1p N Z O �' I-� 00 Iq N N U C N N N N N "a m N N N V p 'O U N U1 N 'a N N N O 7 a a1 3 O p f0 'U N tNA O J J J O O O O 3 J V (n n J C U N C U C V U Q 3 O C N N n N n Im J - C N N O CO wm LL N O N N N f0 J (n N > (5 w J -O fn O in J q- -r- (n N N LL ,O n LL N N O J (6 .0 J j C C C J w M Ul > C O N N O0. N N . V w U (0 C "6 `'C_ N 9 N N m t V O m J �' c J `° U Q _ v m J -o J N J c° a J m J U U p� O Q o LL (D N 3 NH N N C O >i O O y6 _ L (6 LC LL O� f6 c0 = 2 J N w- O Vl j E f0 N N J Q E Q~ C:O -= U J O Q d a O_ O E E Z N f9 N -a N (D Z J C N C C C 7 Z a' N = N E N G _ = a `6 0 J m y V LL N Q c O � U Mar- 12 08 04:04p MINE" dM Rebecca Gilbee December 20, 2007 Star Mesa Lot 1-5, LLC By: Robert F. Starodoj, Manager Mason Morse Real Estate 514 Hyman Ave Aspen CO 81611 Re, Additional TDR for Free Market lots Dear Mr. Starodoj: 95-1735 p.1 In the W/J Board Meeting and your letter of November 13, 2007, you were requesting that the District provide service to an additional 2500 square feet of transferable development rights (TDR) per lot for Lots 1 — 5 of Filing 5, W/J PUD. In the original BOCC approval dated June 13, 2006, 5000 square feet per unit was approved. This represents 1.66 EQR of service from the Metro District for in-house domestic uses. The additional request for 2500 square feet more would represent 0.833 EQR for a total of 2.5 EQR_ The original service plan for the WIJ Metro District also provided for 2500 square feet of irrigation per lot. This restriction will remain in place. Raw water irrigation for these lots shall be provided by each lot owner from the raw water irrigation system and rights from the Salvation Ditch. The additional tap fee per lot will be 2500/5000 x $6000 = $3000/0.833 EQR. The monthly service fee will also be increased7( 500 = $3151 to $315 per month. (5000 210) Based on the above terms, the WIJ District can provide service to the additional TDR as requested fbr a total service of 2.5 EQR per lot Very truly yours, I Becky G}il e , , : /J Metro District President ,,4 DETERMINATION OF THE HEARING OFFICER OF THE COMMUNITY DEVELOPMENT DEPARTMENT OF PITKIN COUNTY, COLORADO, APPROVING THE W/J LOT 2 LLC SPECIAL REVIEW FOR TDR RECEIVER SITE AND MINOR PLAT/PUD AMENDMENT Determination NoO9.-2008 RECITALS 1) W/J Lot 2 LLC*(hereafter "Applicant") has applied to the Pitkin County Hearing Officer (hereafter "Hearing Officer") to obtain special review approval to utilize one TDR to develop an additional 2,500 square feet of floor area. The Applicant is also requesting approval of a Minor Plat/PUD Amendment to expand the building envelope to accommodate the driveway and septic system. 2) The lot is described as Lot 2, Filing 5, W/J Ranch Subdivision/PUD. 3) The lot contains 2.3 acres and is within the RS-20/PUD zone district. 4) The BOCC approved the W/J Ranch Subdivision/PUD pursuant to Resolution Nos. 053-2004 and 156-2004. The Final Plat is recorded as Reception No. 518474. The lot was allocated 5,000 square feet of floor area in the 2003 Rural Area GMQS competition. Resolution No. 053-2004 specifies that each free market lot is limited to a maximum of 7,500 square,feet, and that floor area in excess of 5,000 and up to 7,500 square feet can be obtained "through successful application for designation as a TDR receiving site and purchase and surrender of required TDRs." 5) The Hearing Officer heard this application at a duly noticed public hearing on January 15, 2008, at which time evidence and testimony were presented with respect to this application. 6) The Hearing Officer finds that the request for use of one TDR for additional floor area up to 7,500 square feet complies with the special review criteria. 7) The Hearing Officer further finds that the amendment to the building envelope complies with the criteria for a minor plat amendment in that it increases compliance with the current Code standards, is being made to a recorded plat, and is consistent with prior representations. NOW, THEREFORE, BE IT RESOLVED by the Pitkin County Community Development Hearing Officer that he does hereby approve the W/J Lot 2 LLC Special Review for TDR Receiver Site and Minor Plat/PUD Amendment, subject to the following conditions, which shall run with the land and be binding on all successors in interest: 1. The Applicant shall adhere to all material representations made in the current or prior applications or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 2. The Applicant shall comply with all conditions of BOCC Resolution Nos. 053-2004 and 156-2004, and the Final Plat recorded as Reception No. 518474, except as amended herein. 3. Prior to submission of any future building permit applications for the main residence, the Applicant shall be required to submit for approval by the County Attorney and Community Development an amended plat for Lot 2. The above referenced approvals shall be a condition precedent to finalization RECEPTION#: 546188, 0112912008 at 03:01:40 PM, 1 OF 3, R $0.00 Doc Code DETERMINATION Janice K. Vos Caudill, Pitkin County, CO Determination No. _-200'""', Page 2 and recordation of them. The draft plat shall be revised to designate the additional area as a "development envelope" for driveway, septic and landscape improvements only. 4. At building permit application for the residence, the Applicant shall surrender one TDR Certificate and a copy of the deed(s) evidencing the Applicant's acquisition of the Certificates (if applicable), in order to develop in excess of 5,000 and up to 7,500 square feet of floor area. 5. Prior to issuance of a building permit application for the construction of the residence, the Applicant shall: A. Provide a letter from the W/J Metro District to the Environmental Health and Natural Resources Department confirming that the District has sufficient water to supply the new development and have agreed to do so. B. Complete a fireplace/woodstove registration form with the Community Development Department, if necessary. C. Obtain a stormwater permit from the State of Colorado if site disturbance exceeds one (1) acre. D. Obtain a County access/driveway permit acceptable to the Aspen Fire Protection District and County Engineer. E. Submit a drainage and erosion control plan for review and approval by the Planning Engineer. F. Submit a construction management plan for review and approval by the Planning Engineer showing the locations of staging, material storage and employee and construction traffic parking. G. Pay the applicable road and employee housing impact fees. H. Demonstrate compliance with the W/J Design Guidelines. 6. Landscaping shall be substantially consistent with the landscaping shown.on the Final Plat. Areas disturbed by construction shall be re -vegetated within one growing season of the project's completion. Landscaping shall be completed prior to issuance of the Certificate of Occupancy for the residence. 7. No structural development in excess of 30", with the exception of fencing, shall occur within the setbacks of the parcel. Landscaping in the form of berms shall not exceed four feet from the most restrictive grade. Any development located within setbacks mandated by County zoning regulations that is not allowed by the Code shall require a variance from the Board of Adjustment. Approval of an activity envelope within such setbacks does not assure approval of a variance. 8. The Applicant shall submit an earthmoving permit for the improvement of existing or the addition of new ponds, for review and approval by the Planning Engineer. Verification of adequate water rights shall be provided. If any of the ponds are to be stocked with fish, the Applicant shall obtain a private lake license and stocking permit from the DOW. Ponds can only be stocked with certified whirling disease free fish. 9. Prior to commencement of any earthmoving or other construction activity, the Applicant shall stake the corners of the building envelope and install construction fencing around the construction site within the perimeter of the building envelope. The fencing shall remain in place until issuance of a Certificate of Occupancy. 10. No calculations for height, bulk, setback, size, floor area, or any other building and zoning requirements have been conducted. These requirements will be considered at the time of building permit. Any structures represented in the application may not be permitted under building and zoning regulations. pd� Determination No. -20NW Page 3 11. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 2-20-170 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on January 15, 2011. 12. Failure to comply with the conditions of this approval may result in revocation of this approval, or any subsequent permit(s) or approval(s) related to this property, or vested rights associated with this property. NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY on the 91h day of December, 2008. APPROVED AND ADOPTED this 15`h day of January, 2008. PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTY RIGHTS in the Aspen Times Weekly on the 3_ day of Rb, , 2008. ATTEST: &--n 'I ',L'lo�� Bonnie Waechtler, Administrative Assistant APPROVED AS TO FORM: John Ely, County Attgme-y-' P162-07; FID #264322303002 COMMUNITY DEVELOPMENT DEPARTMENT HEARING OFFICER OF PITKIN COUNTY, COLORADO By 0-- —� James — --- James R. True, Hearing Officer Date APPROVED AS TO CONTENT: 14A aMl Q * Cmd Houben, Community Development Director ed \ \ 5 Lot 2, Filing 5� .\ { of 7JX ea �t i q. ` Y H First Amended Plat. SECTION 22. R.85W.. 6111 Lot 2, Filing 5, W/J Subdivision Pitkin Count} CO pare c= rm. 2643 223 na00 � ....ie.M- f .'aL • .W.:.— - Jlr.a.c• ... ... k.r-, �'.^V 3 r•crwtl 4 •Y ••e• rYs• xrwa • +4•. 3 a• '.'01 N - �--s.:. x..r •- : a.�-.s x� sor•sr.± H�.... b..•I-.-...r^n I-, am. ••n 'M. 18" + r. s-Ha:M. aY Nora roves rn •/ 5..47r.KiGa . v.Mq[c :otlaa•«�v-.+•. :Cv"'::FOItz :O4n w, 7.lJI .^KS 07aY :+ .ci s^ SaM a[S. KS'I .. __—.________._ 9Y ,L.My4 SY4 WYIG(I ?,.' A...`..7uI••^ 47 X-C•• K+'twc 4.:. .•MMJYT' AS K tpn� r M11YrV. ,� a•�R4M(• 7aM't.R. •...5 s1' M+ •MS KM ICCI•y7. aY n -c 4 '+7 '"w v '.0 1fw MO /cc*-wI 7M 'MF CPeet it >v'la%; 777 .- PMC! ' c-LOSY'. V A -r I Kf1+PV 4'.nOI• .. w °V• 107/ L•_ AS �n3.. Ni It . s tl . J 1 { I e � I 1 A bat, a 1 a Iil- 1 1e.5 OcrEs' - Fnd .Rebar nd Cap Marked LS 2013) Ind Rebar and rap Mcd'ed LS 201JJ 10' Utl6ty E ssment .W/J Ranch Finei Plat, F,-9 5 Book 76 Page 79 Set .Rebar and - ,Narked GS 201330" 25.0 Witness Comer /�0 `5 � •� 0,10 r S \ E Lot 2, Filing 2.356 acres r v 2"-e" \EnvehPe r . r / Lot Filin,L 5 3C' Access and UG/7y Easement w/J Ranch Final Plat, -';ting 5 Book 76, Pogo 79. 18-A05 Pipe J \\ Lot, 3, Filitlg PJ y7 , , _ Access d• Ublity -' ` Easement Book 76, Poge 79 0'd Rebo .rd Co' _fie - Nark LS 201737 Access 8 UtNty E smenent M.C. Na. 499889 1arcel i Lot First Amended Plat SECTION 22, q-) 8th -M 2, Filing 5, Wf J Subdivision Pitkin County, CO Parcel ID: 2643-223-03-002 Legend and Notes: - Co indicates found monument marked as shown n indicates found spike at budding envelope Description: Lot 2, WJ Ranch, Filing 5 according to the Plat thereof mcorded in Book 76 at Page 79, - Beon.'ngs are based on a bearing of S06'1324 E between found .monuments on the East line of Lot 2, W/J Ranch, Filing 5. - Survey Date: July 16, 2007 The purpose of this omended plat is to delineate a deveiopmert envelope for driveway, landscape, and septic improvements. rnd Roar and Cap Marked 15 20632- 30'GcsLine Eos_ement Book 796, Poge 946 Fnd Rebar and ^ap Mocked LS 20133 1 Fnd Rebor Aluminum Cop Marked LS 15710 5.0' Witness Corner 40'A— and Utility Easement 2nd Amendment, W/J Ranch, "Wing 3 CER77FICA7E OF 0WN£RSHIP KNOW ALL MEN BY THESE PRESENTS THAT AkV • '6a Air 2+ IS 7H£ OWNER, THE MORTGAGE OR LIEN HOLDER OF CERTAIN LANDS Nd PITKIN COUNTY DESCRARED AS FOLLOWS.' LOT Z, FILING 5, W/J SIB0NIS10N, A PLANNED COMMUNITY, PMN COUNTY, COLORADO, CONTAINING 2.336 ACRES MORE OR LESS. t EXECUTED S �-o' OFB STAR By .40 ST DOJ, ^=R STAR MESA WEST 2, LLC BY JORDAN S,ARiCK MANAGER THIS PLAT Amovav£NT HAS BEEN REYTEWED AND APPR04ED BY 7HE FITKIN C0UN7T,,�� COMMUNITYELOPMENT d,MIS_:&,L_DAY OF 0.200:j 00: SUBJECT TO P. DVERMIM477ON' NO. �L-2t� _ RECORDED AS RECEP77ON N0. a_ ACCEPTANCE FOR RECORDING MIS PLAT AMENDMENT HAS BEEN ACCEPMD FOR FIlJNG IN THE OFFICE OF THE CLERK AND RECORDER OF THE COUNTY OF PITK STATE 0F,!,,0L0R4DD, A7- rte.' 'O'CLOCK, M. 7H15 � DAY OF 3v1r IN PLAT BOOK L AS RECE N NUMBER CLERK"&RECORDER RECEPTION#: 586616, 02120/2008 at 10:00 62 AM, I OF 1. R $11.00 JanMI K Vos Caudill, Pitkin County, CO PLAT 9K 86 PG fit s L U) Paradigm Construction Colorado W/1 Ranch Homes, Lot 2 Pitkin County, Colorado Area Diagrams N.T.5. B1 VICINITY MAP N.T.S. NORTH ion DERRY HAZLEBAKER LANOSCAPIN6 DAVID CRISTIANI PARADIGM CONST. COLORADO 142 TRUMAN ST NE SUITE EI WJ RANCH LOT 2 LLC _- ALBI.YQERQUE, W 8110B PO BOX N78q 505.275.1296 BASALT CO 61621 A5102 CONSTRUCTION STA6116 PLAN 910.921.9227 68-1 6RE8NI BULDINE DETAILS STALE MCGEE 68-2 EFFIOENT BUILDING PROGRAM ENVIRONMENTAL DYNAMICS INC, INTERIOR DESI6N HENRY VDERYCOD PARED DOhN 142 TRWAN 5T NE SUITE A -I 149 OLD MIDLAND DRIVE ALBUOIERQUE, MLI 81100 FIGURE I GLENWOODLO 61601 5052422051 F072 970.945.9555 stae4-11-orch<om LOO1 LASE CONCEPT NDCAP 43- SEPTIC SYSTEMTIM PETZ MIKE WALLA ALL SERVICE SEPTIC WALLA ENGINEERINGPO BOX 2044 HOO INDIAN SCHOOL NE SUITE 210 5-102 GLENW00D SPRIN55fO 61602 ALBUQUERQUE, NM 61110 -L-^5 9106185033 505.6BI3005 FIRST FLOOR PLAN MIKE LAFERTY GEOTECH HEPWORTII-PAYIAK 6EOTECHNICAL, INC. ROCKY MOUNTAIN SURVEY 5020 COUNTY ROAD 154 4133 CRYSTAL SPRINGS RD 6LENWOOD SPRINGS, COLORADO 81601 LARK CO 131623 A-120 PHONE: 970-045-19b0 Z1 -L, CELL, 470-319-1919 FAX: 970-945-8454 FAX: 910-963-51313 A-202 E-MAIL HPSEO6HP&EOTECHLOM LAFfy50PRIF.NET A-301 BUILDING SECTIONS General Site Information I. FGAR DEy.RIPTION: LOT 2, WJ RANCH, FILING 5 SECTION 22, TAS.' Rb5W, 6TH P.M, PITKIN COUNTY COLORADO BYERS COURT SITE AREA: 2336 ACRES Project Information OCCUPANCY: RESIDENTIAL CONSTRUCTION TYPE: V -B Area Summa 6ROI,*V FLOOR: _S LIVING SPACE, MECHANICAL, STAIRS, STORAGE 3,194 SF BELOW GRADE SPACE WITH MAX CLG HT OF 5'6- EXEMPT ROOF NDECK OVERHP.NS6 GREATER THAN B'-0' DEPTH 40 5F GARAGE 775 5F SECOND FLOOR: (NOT INCLUDING, OPENINSS) LIVING SPACE, MECHANICAL, STAIRS, STORAGE 3288 SF DECK5 (TRFLLK OR OVERHANGS LE55 THAN W -O" = 255 SF) EXEMPT DECK AREA ALLOYED (15% OF 1500 SF) - 1125 523 5F BIL13I46 FOOTPRINT, 1.417 SF 62 F Drawing Index I- T-101 TITLE SHEET A PROJECT INFORMATION 2-I1 FIPZ5T MENDED PLAT LOT 2 FILING 5, WJ SUBDIVISION (-54661b) -- _- 51TE SURVEY 4-ASOSITE PLAN 5- A5102 CONSTRUCTION STA6116 PLAN 6- 68-1 6RE8NI BULDINE DETAILS 1- 68-2 EFFIOENT BUILDING PROGRAM 8- 68-3 EFFICENT B IA DINS PROGRAM q -C-101 ER051C_N CONTRA-, DRAINAGE RAN N SITE DETAILS Ib FIGURE I SEPTIC DES15N II- F072 SEPTIC OE91BN 12- LOO1 LASE CONCEPT NDCAP 43- L002 LANDSCAPE *MAGES 14-5-100 EGAA- ENT ROOM FOUPLAN AN A DETAILS 6-S0 FIRST FLOOR FRAMIN60FOUIOATION PLAN 16- 5-102 SECOND FLOOR FRA'N6 PLAN IT -S -L-^5 OLYIR: N9: AMW PLAN ,a, -A-0 FIRST FLOOR PLAN 19-A-102 5EWHO FLOOR PLAN 20-A-111 FIRST FLOOR RCP 21-A-112 SECOND FLOOR RCP 22- A-120 ROOF PLAN A DETAILS 21}A-201 EXTERIOR ELEVATIONS 24- A-202 EXTERIOR ELEVATIONS 25- A-301 BUILDING SECTIONS 26- A-302 B7I.ON6 SECTIONS 27- A-310 WALLSECTIONS 213- A-311 HALL SECT101F 29- A-410 INTERIOR ELEVATIONS 30- A-411 INTERIOR ELEVATIONS 31- A-412 INtERIOR ELEVATNONY 52- A-501DETAILS 53- A-502 lA S DETAILS 54'A-601 SCHEDULES 35- A-002 50ECVLES 36- A -1O FIRST FLOOR FIN614 PLAN 31- A-702 SECOND FL OM FINSH FLAN 313- P-101 FITST FLOOR PI. kO% PLAN • 5C14ED)LE 3q -Z02 SECOND FLOOR PLUMBING PLANSCHEDULE 40- E-101 FIRST FLOOR POHER I L16NTIN6 PLAN 41- E-102 SECOND FLOOR FOYER I LWWWIS PLAN N Y N V N C IA RM OI NC MS E z- PE N T N=q zON A 2_" L �m ISSUE: BUILDING DEPARTMENT PERMIT SET DRAWN: J.S.M.BM.F.Z. CHECKED: K.B.C. DATE: 03.16.013 REVISIONS TITLE SHEET AND PROJECT INFORMATION T-101 6 L ❑ ROCKY N"TAIN SURVEYING +133 Crystol Rd W / J RANCH FILING NO. S SITE PLAN Csrborrhl� C0. 81623 JOB ND. PITKIN COUNTY, COLORADO CURVE TABLE CARVE LENGTH RADIUS ANGELA CHORD I BEARING I DELTA CI7683 120.00 36.+8 6981 N39.10 -All 73'+9'08' c2 2377 26660 12.96 2373 N39 +7 OS V 7.22'37• C3 67.931 13680 3+36 67-131 =w30'O51c '36'30' CI 15MI IBB41 3738 N++•+1TVV 1+'18'39' C3 _37-491 3"91 75,001M781 3373 +3h L ❑ ROCKY N"TAIN SURVEYING +133 Crystol Rd W / J RANCH FILING NO. S SITE PLAN Csrborrhl� C0. 81623 JOB ND. PITKIN COUNTY, COLORADO / LOT I, / FILING 5 / u ` \ � E / ELECTRIC VAULT �s \ / / COHHtUTY / IARI6ATION X75 KVA � � / ' HATOI I LL - SONO YI/ • /AREA FOR F1 LL����jjjj / B LSaW LLLE Y LLtL..I UL FLEJaELE I' DIA LULL L L 7116 6' OL. LULL LLLL / • 9S" LLLL LL I I LLLLLLLL LLL EDSE OF LLA LLL LL E1p5TNI6 HATER 11 L LLLLLLL LL L LL LL LL L HATER LLL LLLLLLLL VALVE '696, I LLLL LLLLL LLLE LLLL LLLLLLLL TYPICAL LLLL LLLL L_ LL I i '1 LLLLLLLLLL L L LLL LL LLL LLL LLLL '691, LLLL L LLLLLL I\ LLLL L L LL LLLL LL LLLL '-LL L a \ \ i / /�b�� `Ewsnr�G \^� PO'O\ V STONE ` MIT AREA N05 SOFT i I 1 \� I ` 1 \ ®6E OF Etl T NATER I STOW 6 '\ \ —` �STpE \ RP -RAP \ I \ '69 1 MBN ON \SYSTEK UNDER 6 \ \l / RTE PERHIT-SEE G-102\ J STONE RIP -RAP `♦ EP6E OF `\ ` \ HATER \ \ LOT 2, \ FILING 5, \ / 1 GENERAL NOTES A,PERMITS AND LODES, I. CONTRACTOR RESPONSIBLE FOR ALL STATE AND LOCAL PERMITS AND SUBMITTALS REQUIRED. TH151NCLUDE� BUT 15 NOT LIMITED TO 5TRUCTURAL, ELECTRICAL, MECHANICAL, AND UTILITY HOOK-UPS. CONTRACTOR 15 RESPONSIBLE FOR FOLLOWING 6UIDELINES SET FORTH IN THE CURRENT ADOPTED EDITION OF THE INTERNATIONAL CODE COUNCIL (ICG) FAMILY OF CODES, APPLICABLE PORTIONS OF THE CURRENT ACCESSIBILITY CODES AND ALL APPLICABLE LOCAL CODES. 2 -ELECTRICAL WIRING METHODS AND MATERIALS SHALL MEET THE PROVI51ON5 OF THE NATIONAL ELECTRICAL CODE AND COLORADO ELECTRICAL GODS AND OTHER APPLICABLE CODES OR STANDARD5. 3. PLUMBING SHALL MEET ALL PROVISIONS OF THE UNIFORM PLUMBING CODE. UNIFORM MECHANICAL CODE. AND THE COLORADO PLUMBING AND MECHANICAL GORE AND OTHER APPLICABLE CODES OR STANDARDS. 4. IF THERE ARE ANY GONFLICTS BETWEEN INFORMATION PROVIDED IN THESE DOCUMENTS, THE ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY. B. OPTIONS AND MODIFICATIONS, ANY MODIFICATIONS AND CHANGES SHOULD BE REVIEWED BY THE ARCHITECT'N NO STRLIGTURAL CHANGES SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. C. COWRIETE COWRIEt STEM KAI ALL EXTERIOR CONCRETE TO BE 3500 PSI • 28 DAYS. INTERIOR CONCRETE TO BE MINIMUM 3000 P51 • 25 DAYS. SEE 'SOILS t FOUNDATION INVESTIGATION' (REPORT! 107 0624, PREPARED BY HEPWORTH-PAWLAK GEOTECHNICAL) D.5M I. CARE SHOULD BE TAKEN TO MINIMIZE DAMAGE TO EXISTING TREES, GRADE, AND FOLIAGE AROUND BUILDING FOOTPRINT. 2. SITE TO BE KEPT CLEAN AND SAFE AT ALL TIMES, TRASH 15 TO BE CONTAINED AND HAILED OFF WEEKLY. CONTRACTOR SHALL RECYCLE THE FOLLOWING BUILDING AND PAKA&INS MATERIALS PER PITKIN6 COUNTIES EFFICIENT 13LD6. ORDINANCE t LEED FOR HOMES - REQUIRMENT5. CONTACT LOCAL RECYCLING COMPANY TO COORDINATE RECYCLING REQURMENT5. PROVIDE SEPERATE BINS FOR THE FOLLOWING MATERIALS TO BE RECYCLED, WOOD SCRAP, METAL SCRAP, PLASTIC, CARDBOARD, RIGID INSULATION. ETC._ 3. RE -GRADE AROUND HOUSE TO ENHANCE FREE DRAINAGE AWAY FROM BUILDING FOR MIN. 2% SLOPE OR PER 6EOTECH REPORT (SEE 'SOILS t FOUNDATION INVESTIGATION' PREPARED BY HEPWORTH-PAWLAK 5EOTECHNICAL. FOR ADDITIONAL DRAINAGE AND IRRIGATION RECOMMENDATIONS). 4. DRIVEWAY SURFACE TO BE CROWNED TO ALLOW DRAT NAGE AWAY FROM ROADWAY AND ENHANCE DRAINAGE AROUND HOU5E. SEE '501L5 t FOUNDATION INVESTIGATION' (REPORT- IOl 0624, PREPARED BY HEPWORTH-PAWLAK 6EOTEGHNICAU. S.CONTRACTOR 15 PESPON5113LE FOR ALL UTILITY HOOK -IPS TO THE BUILDINGS. THIS INCLUDES WATER ELECTRICITY, PHONE LINES (6PR MIN), t CABLE TV. 6.EXTERIOR LIGHTING, REQUIRED FOR LIFE SA.FTEY SHOULD BEDOWNLI61-ITIN5 - SCREENED 15 DEG. FROM HORIZON TO MINIMIZE NIGHT SKY POLLUTION. SEE CUT SHEETS PROVIDED BY ARCHITECT AND INTERIOR DESIGNER E. �I����T1���r I. SEE 50I1-5 t FOUNDATION INVESTIGATION' (REPORT- 101 0624, PREPARED BY HEPWORTH-PAW-AK GEOTEGHNICAL). a] NOTE, FINISHED FLOOR M"- 1W65'AOO'-0' CONTOUR LEGEND NEW CONTOUR — — — — — — — MODIFIED CONTOUR EXISTING CONTOUR Symbols Legend OE WINDOW ANNOTATION SEE SHEET C-101 FOR DRIVE NNY NFORHAT10N / \ DOOR ANNOTATION 4' GATE VALVE NITH G1R8 STOP • � \ / EDSE OF PAVEMENT TE / SEE F 2 `\ APPROA LOCATION or" LOT 4, � TUB // \ �' \ FILING 5 // / A710N aF NDt, / INTERIOR ELEVATION AI PHONE AND / FESTAL- r YNTBi SERVICE LINE VERIFY\ / WITH RE NO BRE •Y9 / PROTECTION REQARBIEN75 TION HATER VALVE TYPICAL \. LOT 3, FILING 5 NORTH M Al ROOF/SITE PLAN 4 i I 1 \� I ` 1 \ ®6E OF Etl T NATER I STOW 6 '\ \ —` �STpE \ RP -RAP \ I \ '69 1 MBN ON \SYSTEK UNDER 6 \ \l / RTE PERHIT-SEE G-102\ J STONE RIP -RAP `♦ EP6E OF `\ ` \ HATER \ \ LOT 2, \ FILING 5, \ / 1 GENERAL NOTES A,PERMITS AND LODES, I. CONTRACTOR RESPONSIBLE FOR ALL STATE AND LOCAL PERMITS AND SUBMITTALS REQUIRED. TH151NCLUDE� BUT 15 NOT LIMITED TO 5TRUCTURAL, ELECTRICAL, MECHANICAL, AND UTILITY HOOK-UPS. CONTRACTOR 15 RESPONSIBLE FOR FOLLOWING 6UIDELINES SET FORTH IN THE CURRENT ADOPTED EDITION OF THE INTERNATIONAL CODE COUNCIL (ICG) FAMILY OF CODES, APPLICABLE PORTIONS OF THE CURRENT ACCESSIBILITY CODES AND ALL APPLICABLE LOCAL CODES. 2 -ELECTRICAL WIRING METHODS AND MATERIALS SHALL MEET THE PROVI51ON5 OF THE NATIONAL ELECTRICAL CODE AND COLORADO ELECTRICAL GODS AND OTHER APPLICABLE CODES OR STANDARD5. 3. PLUMBING SHALL MEET ALL PROVISIONS OF THE UNIFORM PLUMBING CODE. UNIFORM MECHANICAL CODE. AND THE COLORADO PLUMBING AND MECHANICAL GORE AND OTHER APPLICABLE CODES OR STANDARDS. 4. IF THERE ARE ANY GONFLICTS BETWEEN INFORMATION PROVIDED IN THESE DOCUMENTS, THE ARCHITECT 15 TO BE NOTIFIED IMMEDIATELY. B. OPTIONS AND MODIFICATIONS, ANY MODIFICATIONS AND CHANGES SHOULD BE REVIEWED BY THE ARCHITECT'N NO STRLIGTURAL CHANGES SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. C. COWRIETE COWRIEt STEM KAI ALL EXTERIOR CONCRETE TO BE 3500 PSI • 28 DAYS. INTERIOR CONCRETE TO BE MINIMUM 3000 P51 • 25 DAYS. SEE 'SOILS t FOUNDATION INVESTIGATION' (REPORT! 107 0624, PREPARED BY HEPWORTH-PAWLAK GEOTECHNICAL) D.5M I. CARE SHOULD BE TAKEN TO MINIMIZE DAMAGE TO EXISTING TREES, GRADE, AND FOLIAGE AROUND BUILDING FOOTPRINT. 2. SITE TO BE KEPT CLEAN AND SAFE AT ALL TIMES, TRASH 15 TO BE CONTAINED AND HAILED OFF WEEKLY. CONTRACTOR SHALL RECYCLE THE FOLLOWING BUILDING AND PAKA&INS MATERIALS PER PITKIN6 COUNTIES EFFICIENT 13LD6. ORDINANCE t LEED FOR HOMES - REQUIRMENT5. CONTACT LOCAL RECYCLING COMPANY TO COORDINATE RECYCLING REQURMENT5. PROVIDE SEPERATE BINS FOR THE FOLLOWING MATERIALS TO BE RECYCLED, WOOD SCRAP, METAL SCRAP, PLASTIC, CARDBOARD, RIGID INSULATION. ETC._ 3. RE -GRADE AROUND HOUSE TO ENHANCE FREE DRAINAGE AWAY FROM BUILDING FOR MIN. 2% SLOPE OR PER 6EOTECH REPORT (SEE 'SOILS t FOUNDATION INVESTIGATION' PREPARED BY HEPWORTH-PAWLAK 5EOTECHNICAL. FOR ADDITIONAL DRAINAGE AND IRRIGATION RECOMMENDATIONS). 4. DRIVEWAY SURFACE TO BE CROWNED TO ALLOW DRAT NAGE AWAY FROM ROADWAY AND ENHANCE DRAINAGE AROUND HOU5E. SEE '501L5 t FOUNDATION INVESTIGATION' (REPORT- IOl 0624, PREPARED BY HEPWORTH-PAWLAK 6EOTEGHNICAU. S.CONTRACTOR 15 PESPON5113LE FOR ALL UTILITY HOOK -IPS TO THE BUILDINGS. THIS INCLUDES WATER ELECTRICITY, PHONE LINES (6PR MIN), t CABLE TV. 6.EXTERIOR LIGHTING, REQUIRED FOR LIFE SA.FTEY SHOULD BEDOWNLI61-ITIN5 - SCREENED 15 DEG. FROM HORIZON TO MINIMIZE NIGHT SKY POLLUTION. SEE CUT SHEETS PROVIDED BY ARCHITECT AND INTERIOR DESIGNER E. �I����T1���r I. SEE 50I1-5 t FOUNDATION INVESTIGATION' (REPORT- 101 0624, PREPARED BY HEPWORTH-PAW-AK GEOTEGHNICAL). a] NOTE, FINISHED FLOOR M"- 1W65'AOO'-0' CONTOUR LEGEND NEW CONTOUR — — — — — — — MODIFIED CONTOUR EXISTING CONTOUR Symbols Legend OE WINDOW ANNOTATION SECTION ANNOTATION Q DOOR ANNOTATION AI BUILDING ELEVATION ENTKY ROOM ANNOTATION 4 INTERIOR ELEVATION AI DETAIL ANNOTATION F. CONSTRUCTION, I. CONSTRUCTION STAKING PLAN SHALL BE PERFORMED BY A COLORADO LICENSED PROFESSIONAL LAND 5URVEYOR BEFORE ANY SITE WORK COMMENCES. ENVELOPE FENCING SHALL REMAIN IN PLACE UNTIL ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO DEVELOPMENT IS PERMITTED OUTSIDE OF THE ENVELOPE EXCEPT AS ALLOWED BY THE 517E SPECIFIC LAND USE APPROVAL. THI5 PROHIBITION MAY INCLUDE SRA.DIN5, BERMINS. EXCAVATION, FILL PLACEMENT, LANDSCAPING, VEGETATION REMOVAL OR DISTURBANCE, SEPTIC SYSTEMS, WELLS, ETC. 2.THE AREA OUTSIDE OF THE BUILP146 ENVELOPE 15 A TND DISTURB' AREA. CONTRACTOR TO ERECT A FENCE OR DEMARK TO EDGE OF THE NO DISTURB ZONE. CONTRACTOR TO INFORM ALL SBC.ONTRAGTOR5 THAT NO SITE DISTURBANCE OUTSIDE OF THE ENVELOPE SHALL BE ALLOWED (THIS INCLUDES THE GLEANING OF TOOLS AND RUN OFF OF SAID GLEANING) 3.CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, THE U.S. ARMY CORPS OF ENGINEERS 404 PERMIT AND STATE OF COLORADO DEWATERING PERMIT, IF REQUIRED. 4. SITE ADDRESS MUST BE POSTED AND CLEARLY VISIBLE FROM THE RIGHT-OF-WAY. HOUSE NUMBERS MUST BE AT LEAST 2' HIGH, MADE OF A NON COMBUSTIBLE MATERIAL AND POSTED ON A NON COMBUSTIBLE 5URFAGE. 5. CONSTRUCTION ACTIVITY IN RESIDENTIAL ZONES 15 PERMITTED BETWEEN 1I 00 AM AND 1,00 PM, AND PROHIBITED ON SUNDAYS AND FEDERALLY REC06NIZED HOLIDAYS. BE AWARE IF YOUR 517E HAS SEASONAL RESTRICTIONS INTENDED TO AVOID IMPACTS ON WILD LIFE. 6. PARKING 15 PROHIBITED ON CONTY ROADS AND RIGHT-OF-WAYS UNLESS PERMITTED BY A RIGHT-OF-WAY PERMIT ISSUED BY PITKIN COUNTY PUBLIC WORKS (920-5340). NO PARKING 15 ALLOWED ON THE STATE HIGHWAY RIGHT-OF-WAY. 1. A WORKING 10 A65C, FIRE EXTINGUISHER MUST BE LOCATED WITHIN 100 FEET OF EACH STRUCTURE UNDER CONISTRUC'ION; EASILY SEEN AND ACCESSIBLE AT ALL TIMiES. EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. THE FIRE MARSHALL HAS THE A THORITY TO ENFORCE. b.NUD t DEBRIS IS PROHIBITED FROM BEING TRACKED ONTO THE COUNTY ROADS -0 AND RGHTF-WAY5. 9. ALL FUGITIVE DUST t DEBRIS MUST BE CONTROLLED AND PREVENTED FROM BLOWING ONTO PUBLIC STREETS AND/OR ADJACENT PROPERTIES. HAUL TRUCKS SHALL BE COWERED WITH TARPS OR OTHER PROTECTIVE GOVERINff PREVENTING MATERIALS FROM FALLING OFF OR BLOWING OUT OF =K5. IO.ALL DOFF ON SITE MUST BE LEASHED OR KENNELED AT ALL TIMES. BE AWARE IF YOUR SITE HAS A DOG PROHIBITION. I. A BEAR -PROOF TRASH CONTAINER MIST BE PROVIDED ON 517E (BOTH PERMANENT AND DURING CON5TRUCTION) 12.51TE MUST BE RE -VEGETATED WITHIN ONE GROWING SEASON OF THE COMPLETION OF CONSTRUCTION. NATIVE VEGETATION OUTSIDE OF THE BUILDING ENVELOPE MUST BE MAINTAINED. 13. EACH CONSTRUCTION 517E 15 ALLOWED ONLY 6 SQUARE FEET OF 51GNAESE ON THE PROPERTY. 14.51ZE WATER LINE TO BUILDING. (COORDINATE WITH PLU'0ER AND FIRE PROTECTION SUBCONTRACTORS) V N C IA RM OI NC MS N ~z w=� NS T I ZON A <_ tY4K�j L ~�w N,ar 0L= J N� OO Q Z O wQ U Z) O� z U Z QC) O ofz U ::2Y �a L.1. ^Q LL ISSUE: BUILDING DEPARTMENT PERMIT SET DRAWN: J.S.B. & M.F.Z. CHECKED: K.B.0 DATE: 03.18.05 REVISIONS � s SITE PLAN s 0749 � AS101 �� w ■ n 1 4 N Y N V N C IA RM OI NC 9 MS E Z N LL T A W N L �mJ �Qr O O J (N 0 O 0O Z O � J O 20 D 2H Z (n Z O Z QU O �z U �Y QN� L^L [44 I..L ISSUE: BUILDING DEPARTMENT PERMIT SET DRAWN: J.S.M. 8 M.F2. CHECKED: J.S.M. DATE: 03,16.08 FIRST FLOOR FLOOR PLAN REFERENCE A-101 �0 ■ NORTH Al SECOND FLOOR PLAN o L- Q�N I..L o �- U O Z ow C) � U U) Z o U 0Q Q GENERAL NOTES A. DIMENSIONS ARE TO FACE OF STLV, CENTERLINE OF POSTS, FACE OF MASONRY LNLE55 NOTED OTHERWISE B. PROVIDE MOI5TURE RE515TANT SHEATHING AT SHOWER ENCLOSURE5 AND AT ALL MET LOGATION5 G. SEE FOUNDATION PLAN FOR ADDITIONAL WALL DIMEN51ONS D. W,,, ..E -PLUMBING WALL o L- Q�N I..L o �- U O Z ow C) � U U) Z o U 0Q Q 693 1.25" \ AND AX -20 UNITS PLACED ON TANKS OR GRAVEL PAD A�TOMATIC DISTRIBUTING VALVE 6403 PIPES IFOLDS NZI SCALE 1" = 20' NORTH 0 201 ^ 40/ PROFILE AND PERC \ a� HOLES \ O691' ✓/i IIS 4�I�� �• �Illllll�i iiil, �>� \ lf� l l J, Ar i� I l i I I l i �, ,iF� I �•� '; \ il�4'"'1,1 ,lily , I,-Ilil titin. , �\ I dol �- � I � � ��� �� I � I �IyI, �I ��I (� I I �r�ti"• / \ ii I I I��I 'ally •J1��1�, �J.I .7` I / CLE i _>694 S / '-- 4" VC SEWER PIPE POND >6 O 9S 2000 -GALLON, --.�� TWO-COMPARTMENT o CONCRETE SEPTIC TANK FOLLOWED BY 1000 -GALLON \211 PUMP TWO-COMPARTMENT DOSE LINE TANK. TWO P-50 PUMP VAULTS ARE REQUIRED. TWO AX -20 "D"s)> UNITS ARE PROPOSED TO SERVE THE RESIDENCE. THREE GRAVELLESS CHAMBER o BEDS WITH PERFORATED �. SUSPENDED LATERALS. EACH BED HAS 48 'QUICK -4' CHAMBERS FOR A TOTAL OF '� \ �\ •� )69 OBSERVATION \ 9 PIPES \\ \\ 144 CHAMBERS. ALL WATER FEATURES LINED WITH PVC LINER OR CONCRETE 1000 -Gallon, Effluent Pumping System - 2 -Compartment - Dose Tank 0 Fiberglass or concrete riser Slope Ground Away from Riser Inlet Tee Liquid Level o PVC Riser with Grommet(s) (bond to tank adapter with recommended adhesive) Fiberglass Gasketed Lid witl Stainless Steel Bolts Conduit to -�-- c Control Panel Conduit Seal Tank Adapter (cast or bolted)— Baffle Wall Port AUTOMATIC DISTRIBUTING VALVE DETAIL RISER METER PVC MODEL 6403 (INSULATED) FROM EFFLUENT PUMPING SYSTEM 2" PUMP LINE AUTOMATIC DISTRIBUTING VALVE ASSEMBLY 0 1,25" INLET AND OUTLETS Orenco Systemse / 814 AIRWAY AVENUE SUTHERUN,'JREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: —PVC Splice Box with Cord Grips (541) 459-2884 —Discharge Assembly —Flexible Hose Effluent Discharge - 1/8-linch Weep Hole to drain pump line —Level Control Float Assembly / 0 / I% >695, — ---- i 1 696 Wv W TER i w,, VALVES >6g,> D4 '\�' "/ 693 1.25" \ AND AX -20 UNITS PLACED ON TANKS OR GRAVEL PAD A�TOMATIC DISTRIBUTING VALVE 6403 PIPES IFOLDS NZI SCALE 1" = 20' NORTH 0 201 ^ 40/ PROFILE AND PERC \ a� HOLES \ O691' ✓/i IIS 4�I�� �• �Illllll�i iiil, �>� \ lf� l l J, Ar i� I l i I I l i �, ,iF� I �•� '; \ il�4'"'1,1 ,lily , I,-Ilil titin. , �\ I dol �- � I � � ��� �� I � I �IyI, �I ��I (� I I �r�ti"• / \ ii I I I��I 'ally •J1��1�, �J.I .7` I / CLE i _>694 S / '-- 4" VC SEWER PIPE POND >6 O 9S 2000 -GALLON, --.�� TWO-COMPARTMENT o CONCRETE SEPTIC TANK FOLLOWED BY 1000 -GALLON \211 PUMP TWO-COMPARTMENT DOSE LINE TANK. TWO P-50 PUMP VAULTS ARE REQUIRED. TWO AX -20 "D"s)> UNITS ARE PROPOSED TO SERVE THE RESIDENCE. THREE GRAVELLESS CHAMBER o BEDS WITH PERFORATED �. SUSPENDED LATERALS. EACH BED HAS 48 'QUICK -4' CHAMBERS FOR A TOTAL OF '� \ �\ •� )69 OBSERVATION \ 9 PIPES \\ \\ 144 CHAMBERS. ALL WATER FEATURES LINED WITH PVC LINER OR CONCRETE 1000 -Gallon, Effluent Pumping System - 2 -Compartment - Dose Tank 0 Fiberglass or concrete riser Slope Ground Away from Riser Inlet Tee Liquid Level o PVC Riser with Grommet(s) (bond to tank adapter with recommended adhesive) Fiberglass Gasketed Lid witl Stainless Steel Bolts Conduit to -�-- c Control Panel Conduit Seal Tank Adapter (cast or bolted)— Baffle Wall Port AUTOMATIC DISTRIBUTING VALVE DETAIL RISER METER PVC MODEL 6403 (INSULATED) FROM EFFLUENT PUMPING SYSTEM 2" PUMP LINE AUTOMATIC DISTRIBUTING VALVE ASSEMBLY 0 1,25" INLET AND OUTLETS Vault Inlet Ports Orenco Effluent Pump Filter Cartridge Drain Port Biotubee Pump Vault 1.25" EFFLUENT LINE TO ADDITIONAL BEDS 2" PUMP LINE TO AUTO VALVE / 1,25" MANIFOLD —J REDUCE TO 1.25" PVC AUTOMATIC DISTRIBUTING VALVE (6403) INFILTRATOR(R) QUICK4(TM) CUT SHEET 12" 34" —�- 52" 48" (EFFECTIVE LENGTH) DESIGN 6 -BEDROOM MAIN RESIDENC , >6000 SF AVERAGE LOADING = q = 12bO GALLONS PER DAY'', PERCOLATION RATE _INUTES PER INCH CALCULATED AREA = ( 1J 5+ q) X sgrt 27) / 5 = 1871 SF REDUCTION OF 30% = 1 0 SF,11J BED SPECIFICATIONS WIDTH OF BED = 18 FEET = 6 CHAMBERS LENGTH OF BEDS= 32 FEET = 8 C - MBERS TOTAL NUMBER OF CHAMBERS — 144 TOTAL INFILTRATIVE AREA = 1325 S THREE TOTAL BEDS TANK SPECIFICATIONS \° CAPACITY REQUIRED = q X (30 HOURS/24 HOURS) _ 2250 GALLONS REQUIRED TANKS = 2000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK (RECIRCULATION TANK) WITH P-50 BIOTUBE PUMP, FOLLOWED BY 1000 -GALLON, TWO-COMPARTMENT WITH A P-50 BIOTUBE PUMP. TWO AX -20 UNITS TO SERVE THE RESIDENCE FINISHED GRADE SEWER LINE - 4 FE T MIN 4' SCHEDULE 40 P,V,C, SLIP-ON PVC CAP D❑ NOT GLUE EFFLUENT LINE - 4' SCHEDULE 40 OR 4' SDR INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE / SWEEP /2 WAY CLEANOUT DETAILS (N,T,S) TYPICAL TYPICAL PLAN VIEW — N.T.S. OBSERVATION/VENT PIPES (TYP.) 32' I-18' 1'4" ZINFILTRATOR(R) QUICK(TM) CHAMBERS, 3' X 4' W QUICK4(TM) END CAPS J3' END CAPS 0 11411 CROSS SECTION OF TYPICAL CHAMBER—TRENCHES 4" SDR 35 PVC OBSERVATION/VENT BACKFILL PIPS WITH CAP —� SLOPE FOR DRAINAGE 4' To 5' Depth E>;TENT OF \—SCARIFY SURFACE EXCAVATION BED MUST BE LEVEL NOTES: BEDS MAY BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES AND WEEDS. 1.25" SUSPENDED PVC LATERALS WITH 0.25" (1/4 -inch) HOLES DRILLED ON 4' CENTERS. HOLES FACE UPWARD WITH ONE HOLE FACING DOWN FOR DRAINAGE AT END OF LINE. PLACE SCOUR PLATE UNDER DOWNWARD FACING HOLE. 4' To 5' Depth INFILTRATOR(R) QUICK4(TM) CHAMBER, 3'X 4' LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION LOT 2, FILING 5, W/J RANCH PrOeci NO. 1379 ALL SERVICE septic, LLC � PO BOX 2844 PARADIGM CONSTRUCTION �} GLENWOOD SPRINGS, CO 81602 � � � U RE � ®�/ � �/V g7a-618-5033 P ITKI N COUNTY, COLORADO _ _ _ �._ Orenco Systemse IncorporateL 814 AIRWAY AVENUE SUTHERUN,'JREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: —PVC Splice Box with Cord Grips (541) 459-2884 —Discharge Assembly —Flexible Hose Effluent Discharge - 1/8-linch Weep Hole to drain pump line —Level Control Float Assembly Vault Inlet Ports Orenco Effluent Pump Filter Cartridge Drain Port Biotubee Pump Vault 1.25" EFFLUENT LINE TO ADDITIONAL BEDS 2" PUMP LINE TO AUTO VALVE / 1,25" MANIFOLD —J REDUCE TO 1.25" PVC AUTOMATIC DISTRIBUTING VALVE (6403) INFILTRATOR(R) QUICK4(TM) CUT SHEET 12" 34" —�- 52" 48" (EFFECTIVE LENGTH) DESIGN 6 -BEDROOM MAIN RESIDENC , >6000 SF AVERAGE LOADING = q = 12bO GALLONS PER DAY'', PERCOLATION RATE _INUTES PER INCH CALCULATED AREA = ( 1J 5+ q) X sgrt 27) / 5 = 1871 SF REDUCTION OF 30% = 1 0 SF,11J BED SPECIFICATIONS WIDTH OF BED = 18 FEET = 6 CHAMBERS LENGTH OF BEDS= 32 FEET = 8 C - MBERS TOTAL NUMBER OF CHAMBERS — 144 TOTAL INFILTRATIVE AREA = 1325 S THREE TOTAL BEDS TANK SPECIFICATIONS \° CAPACITY REQUIRED = q X (30 HOURS/24 HOURS) _ 2250 GALLONS REQUIRED TANKS = 2000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK (RECIRCULATION TANK) WITH P-50 BIOTUBE PUMP, FOLLOWED BY 1000 -GALLON, TWO-COMPARTMENT WITH A P-50 BIOTUBE PUMP. TWO AX -20 UNITS TO SERVE THE RESIDENCE FINISHED GRADE SEWER LINE - 4 FE T MIN 4' SCHEDULE 40 P,V,C, SLIP-ON PVC CAP D❑ NOT GLUE EFFLUENT LINE - 4' SCHEDULE 40 OR 4' SDR INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE / SWEEP /2 WAY CLEANOUT DETAILS (N,T,S) TYPICAL TYPICAL PLAN VIEW — N.T.S. OBSERVATION/VENT PIPES (TYP.) 32' I-18' 1'4" ZINFILTRATOR(R) QUICK(TM) CHAMBERS, 3' X 4' W QUICK4(TM) END CAPS J3' END CAPS 0 11411 CROSS SECTION OF TYPICAL CHAMBER—TRENCHES 4" SDR 35 PVC OBSERVATION/VENT BACKFILL PIPS WITH CAP —� SLOPE FOR DRAINAGE 4' To 5' Depth E>;TENT OF \—SCARIFY SURFACE EXCAVATION BED MUST BE LEVEL NOTES: BEDS MAY BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES AND WEEDS. 1.25" SUSPENDED PVC LATERALS WITH 0.25" (1/4 -inch) HOLES DRILLED ON 4' CENTERS. HOLES FACE UPWARD WITH ONE HOLE FACING DOWN FOR DRAINAGE AT END OF LINE. PLACE SCOUR PLATE UNDER DOWNWARD FACING HOLE. 4' To 5' Depth INFILTRATOR(R) QUICK4(TM) CHAMBER, 3'X 4' LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION LOT 2, FILING 5, W/J RANCH PrOeci NO. 1379 ALL SERVICE septic, LLC � PO BOX 2844 PARADIGM CONSTRUCTION �} GLENWOOD SPRINGS, CO 81602 � � � U RE � ®�/ � �/V g7a-618-5033 P ITKI N COUNTY, COLORADO _ _ _ �._ 1 . 1 AX20 AdvanTex Filters (t /P) 1000 Gal. Dose Tank Inlet Riser,' Recirculatir with Quick n I et --r- 2000 Gal.. Recirculation Tank Tanks Effluent Pumping System - 2000 -gallon, Two-compartment Recirculation Tank Side View 'OX o 01 'n Orenco Systems(' Incorporated 24" Dia. PVC Riser/Lid 2 Compartment Tank Biotube® Pump Package ALL SERVICE septic, LLC LOT 2, FILING 5, W/J RANCH � � Project NO. 1379 PO BOX 2844 PARADIGM CONSTRUCTION OWS DESIGN GLENWOOD SPRINGS, CO 81602 FIGURE 2 03/12/08 970-618-5033 P I T K I N COUNTY, COLORADO