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Home My WebLink Aboutpitkin.eh.273504102001 (2014)COUNT Permit #: 0004.2014.powt Permit Issued: Owner(s): Jude Property Address: Legal Description: ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID #: 2735-041 -001 ❑NEW CDU ❑REPAIR ®REMODEL/ADDITION NTANK ONLY ❑FIELD ONLY ❑AMENDMENT 220 Owl Creek Ranch Rd Size of Lot: 27.35 Acres Si7P of Ruildina: 12.200 Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: The system is designed for: 5 bedrooms Designed By: SGM Phone #: 970-945-1004 Fax #: Perc Rate: N/A Minimum Tank Capacity: ❑YES NNO Sq. Ft. Project #: 2013-515.001 Dated: Feb 07, 2014 Mailing Address: Email Address: Profile Hole Depth: Ilons 118 W Sixth St Suite 200 Glenwood Depth to Groundwater or Bedrock: Minimum Absorption Area: N/A Permit Conditions: inqs, CO This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is for the replacement of the existing septic tanks and sewage pipe to a new location due to construction of a swimming pool. The sewage shall flow via gravity to a 1500 -gallon septic tank. Effluent from the first tank shall flow to a second 1250 -gallon pump tank. Effluent will then be pumped to the existing soil treatment area. If the existing septic tanks are to be reused, a water tight test will be required. The new sewer line shall not have any 90 degree or greater bends. The new tank and pipe locations must be a minimum of 10 feet to the property line and 10 feet to any water line. Proper functioning of the audible and visual alarms must be verified and evidence submitted to this office prior to final approval of the permit. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are conslaerea saustactuty. r-uiimz>b1u11 z) 1-1—Y given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: _ �� Date: 2/7/2014 Expires: MOZ12n`15 Installer: License #. Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: E] FeePaid pexz�jY Zit ��ov� l Q D ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd Aspen,CO- 81611 Phone: 970.920,5070 Fax: 970.9.920.5374.5374 Parcel ID# (available from the Pitkin County Assessor's Office 970-920.5160 or at www oitkinassessor.org): G L Puff=e of Permit ❑ NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION TANK ONLY ❑ FIELD ONLY of ll Repair or Remodel/Addition (appraxirnate): Fa Number: �st � Owner Signal i5r—opi6rtyI AddrS � tOess:C� W i✓ r Tid):Oa ign/ Lot: Block: Fit Palo, �r6 Subdivision Property Owner(s)* Email Address: o -}.-- Owners Mailing Address: aty, tat i 6 / Home Phone: Bu nes . Phone: V17-2iT-4706 Prirnty Contact Person/PPpiicant (it not owner): GS r p¢ifiCS company 677- CajtlacVAp nt Idling Addres§ Cijy, State, Zigi6�l Ce Phone: 70- 9118-Z-11 3 Business Phone: ^'19 3 Fa Number: Email Address: Detached Accessory Unit? Size of Accessory Unit (square feet): ❑ YES NO Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: ❑ PRIVATE WELL ❑SURFACE WATER ❑SPRINGCOMMUNifY/PUBLIC WATER SYSTEM I�Name of CommunityiPublic Water System (if applicable): f, -�, Mailing Address: Cil State, Zip: /t12 4-) Sv,' �Zoo 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 EHINR may revoke any permit I am issued If my application is found to contain any may be undertaken on an OWTS until an OWTS Construction Permit is inaccurate, false, or misleading information. I understand that no construction issued. Owner Signal e.Applicant Tid):Oa ign/ le. FoR,CFFIC ws ri _ '° Received by EN/HR aff: FeSe &Receipt #: Date. t .. r....,.... rn.iti......�.,."nrnnrmrtannlifatitm.x up ated: 1 08 6SGM www.sgm-inc.com September 5, 2014 PITKIN COUNTY ENVIRONMENTAL HEALTH Attn: Kurt Dahl 76 Service Center Road Aspen, CO 81611 RE: OWTS Certification of Installation Permit #0004.2014.powt 220 Owl Creek Road Pitkin County CO, Parcel ID #273504102001 Pitkin County Environmental Health and Natural Resources Department: This letter is intended to fulfill the Pitkin County requirements for the certification of construction by a CO PE of the Onsite Wastewater Treatment System (OWTS) improvements at 220 Owl Creek Road, Pitkin County, CO. This work was completed under Pitkin County Environmental Health and Natural Resources Department Permit for Parcel ID #273504102001 Permit #0004.2014. powt. The observations made by SGM for the OWTS improvements have been completed per Pitkin County requirements and are pursuant to plans and specifications prepared by SGM, Inc. SGM conducted site visits on 3/27/14 to observe the installation of a 1,500 septic tank, a 1,250 gallon pumping tank, and distribution line realignment and reconnection. These items had been replaced and installed per plan as shown on the attached As Built drawing. Due to the age of the pump system, the owner elected to replace the existing pump system with a new duplex pump system and alarm. The alarm was installed on the solar field panel between the leach field and septic tanks and is visible and audible from the septic tanks. The contractor, GF Woods, and OWTS installer tested the tank for watertightness successfully. The attached as built drawings show the general layout of the completed improvements. All items have been installed per setback requirements. The as -built drawing was provided by GF Woods. GPS coordinates have been provided on the drawing. The intent of this letter, along with the attached drawing, is to provide adequate information to convey that the installation of the OWTS improvements for the residence at 220 Owl Creek Road were completed pursuant to Pitkin County regulations and the construction plans and specifications prepared by SGM. 1:\2013\2013-515_Ow1Crk\l3 Calcs and Reports\OWTS\PitCo_OWTS Cert Letter -Owl Creek.doc GLENWOOD SPRINGS 118 West Sixth St, Suite 200 1 Glenwood Springs, CO 81601 1 970.945.1004 j September 5, 2014 Pitkin County Environmental Health OWTS Certification Letter Page 2 r 'BSG M www.sgm-inc.com Please feel free to contact me if I may provide further information or provide you with copies of any of the photographs that were taken during the site visits by SGM for Pitkin County records. Very Truly Yours, SGM INC. o�\,\GENSFp vJ 00 O • 0.CL U : : w 0 2 Vol�t i Z �O A90FESS10NP\. Andrew Rapiejko, PE 40308 cc: Greg Woods, GF Woods N APPROXIMATE h % LOCATION OF x ALARM PANEL w •� AND RETAINING WALL .:;r►... N ► .►':►o.f.► ��.�j�� d�6► ,E,�►G►o�o >�' „A��►',►A►1►°i��i►ii►i til 9�►'moi .r o �►.>t►..•i►a or✓,iii �• ►'.. oE, i N N ►.► N tr N.. Imo- �/� i>ti1 250 GALLON PUMPING 'ANK W/ NEW DUPLEX 'UMPING SYSTEM AT: 39.217 / (\ ONG: -106.888 1500 GALLON PRIMARY TREATMENT TANK LAT: 39.216 LONG: -106.885 YBY GF NSTRUCTION 4 ADDITIONAL INFO ADDED BY SGM ON 9/5/14 general contracting + construction management Construction Management Plan for 220 Owl Creek Ranch Rd 2. Project Introduction 2.1. Approximately ten thousand (10,000) square feet of site disturbance will occur. This includes the demolition area of the existing spa and water feature, modifying the existing SE patio, excavation for a new pool and spa, installation of approx 2,685 SF of snow -melted stone paver hardscape, installation of concrete site walls covered in stone veneer, installation of heavy timber post and beam design element, installation of outdoor gas fire pit and outdoor kitchen/prep area with sink & mini fridge. Material staging area to be on the shoulder of the temporary access road from the driveway circle to the excavation site. 2.2. Vicinity Map: 2.3. The property contains an existing SFH which was constructed approx 20yrs ago. The home is encircled with a timber fence on all sides with primarily sod landscaping. Scope of this remodel will be completed in 1 phase. The excavation for the pool will encroach on the existing septic holding tank which will be permitted for relocation. We anticipate starting the project in mid Feb with a septic relocation permit and a general excavation permit followed shortly after by our overall building permit. This house is serviced by public utilities. The gas and electric services will be upgraded in order to accommodate the demands for the new mechanical systems for the pool, spa and snowmelt. A solar array will be install on the NW area of the property to assist with offsetting the utility demands on mechanical/electrical system, approx size of the array is estimated to be 24'x20'. 3. Project Documentation 3.1. Adjacent properties will be notified of work and provided contact information via the posting of the project sign. This sign will include a brief scope of work and list contractor's contact information. Because impacts beyond the licensed ROW area are not anticipated, specific notification and on-site meeting should not be necessary. 3.2. A project sign will be posted on construction fencing at entry to property with contractor's contact information. 3.3. Contact List: Owner: Jude Reyes mireyesnreyesholdin s Contractor: G.F.Woods Construction, Greg Woods (970) 544-1833 / (970) 948- 6483 Site Supervisor: Jim Barnett (970) 379-9009 Safety Officer: Jim Barnett (970) 379-9009 Traffic Officer: Jim Barnett (970) 379-9009 Erosion Control Rep: Jim Barnett (970) 379-9009 4. Project Implementation 4.1. Dates of Construction: Construction is expected to last 5 months (Feb 10, 2014 — July 2, 2014) and will only occur on approved dates Monday through Saturday. 4.2. Hours of Construction: Construction activity will only occur during the allowed hours of 7:30AM and 5:30PM Mon - Friday and 9AM to 5PM on Saturdays. 4.3. Excavation will not encroach within 5' of the property line. 4.4. Project is already fenced on all sides so job site fencing will not be installed other that an access gate into the dig area and tree protection fencing. 4.5. Project shall uphold utmost respect for public health and welfare. 4.6. Map of tree protection fencing is attached as Exhibit A. 5. Project Management 5.1. Parking for subcontractors and GF Woods Construction employees will be located along the shoulder of the private approach road/driveway. Material staging, temporary facilities, and waste and recycling will be located on currently sodded areas of the property. These areas are represented on the Construction Management Plan (Exhibit D). Contractor is requesting zero Parking Permits as the property and parking for the property is all located on private property. 5.2. Limited parking at the site will be available. Carpooling and public transit will be encouraged and utilized to the greatest extent practicable. 5.3. Map of Construction Management Plan is attached as Exhibit A. 6. Traffic Control 6.1. Traffic Control Supervisor will manage operations, if and when necessary. 6.2. Designated haul routes will be followed. 6.3. Maximum vehicle weight shall not exceed 10,000lbs. 6.4. Any traffic control required for deliveries will be coordinated with the Pitkin County Engineering Department. Deliveries will not be scheduled outside of the approved hours of construction. No more than one delivery truck can be accommodated at any time. 6.5. A Traffic Control Plan is not included as road blockages or traffic stoppages are not scheduled or anticipated due to the limited scope and nature of the project. 7. Pedestrian Protection 7.1. Pedestrian safety will be maintained per City Code Section 21.04.060, MUTCD Chapter 6D, the Americans with Disability Act, and IBC Chapter 33. 8. Sediment and Erosion Control — The majority of excavated spoils will be exported from the job site during excavation. Top soil will be stock piled near the dig site and covered until final grading. Dump trucks will access the dig site via a temp access road through the NW side yard. All disrupted lawn and plantings will be repaired/replaced prior to project completion. 9. Fugitive Dust Control — N/A. Due to the fact that the dig site will be covered in a temporary winter conditions tent we expect very little if any dust emissions to leave the property. Should dust mitigation be necessary during the time of excavation or backfill the site will be periodically wet with existing on-site water sources for control. 10. Emissions —All construction vehicles will be maintained and in good running order. 11. Noise Suppression 11.1. Construction noise will be limited to 80 decibels at the property line whenever possible. Activity in excess of this limit will be governed by Item 11.2 below. 11.2. Any loud or obtrusive work will be completed during the approved hours of 9AM to 5PM (Monday through Friday only). Neighbors will be notified three days ahead of construction initiation when demolition or other loud or obtrusive activity is anticipated, with descriptions of the activity and equipment. �v Pitkin County Environmental Health Department "Contact Log Sheet Name: Parcel iD#: 2� j5Address: 2z0 Dale.. Person.SpokenTo.: CoinmentsJAction.tobeTaken.,.., iriiiials Time . _ _. . an s C cn d i-0 . f r-1 1W Graphic Scale 0 3 lo IV OWLS GENERAL NOTES.• _ in Fee,: 1 5' I. THE EX/SBNG SEP77C SYSTEM /S PERMITTED BY PITON COUNTY UNDER /SITS PERMIT / 93036. TAT PROPOSED POOL PA770 AND WALL IMPROVEMENTS *;LL IMPACT THE EirsnNG /SOS SYSTEM AND WILL REQUIRED CAWING INFRASTRUCTURE BE RELOCATED OR REPLACED.. 2 INSTALLER S/NLL CONFORM 70 ALL P17KIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REGULADON. ALL COMPONENTS OF THE ONWE WASTEWATER SYSTEM (OWTS) SHALL MEET APPL/CI&E REGULATIONS CON7R4C7OR SHALL N077iY ENG/NEER OF OW75 /NS7ALLA7XIN SCHEDULE 50 THAT REWIRED /NS)XUA7ION OBSER✓A77ONS CAN BE MADE BY THE DESIGN ENGINEER. J. THE EX/SITNG SYSTEM, AS SHOWN, /S 54SED ON AS BUILT SURVEY AND DESIGN DRAWINGS OBTAINED FROM P17K/N COUNTY. nETD CONDRKJNS ANY VARY. A. ALL WORK MUST BE PERMITTED THROUGH PITAON COUNTY ENVIRONMENTAL HEALTH DEPT. THE ENGINEER SHALL BE CONTACTED AS CONSTRUCTION PROGRESSES AND COORDINATE PROPOSED LAYOUT W/7H EXISTING CONDITIONS. 5 THE PROPOSED IMPROVEMENTS ARE SHOWN SCHEMATICALLY AND MAY BE ALUUS7FD TO MEET FIELD COND/BONS 50 LONG AS THEY MEET THE INTENT OF THIS PLN AND P/TX/N COUNTY REQUIREMENTS OWT5 WORK MAY INCLUDE BUT IS AOT LIMITED TO THE FOLLOWING. • RELOCATE BUILDING SERVICE LINE POWER, AND TELEMETRY LINES. • RELOCATE 1500 GALLON SEPTC TANK WITH/N BUILD/NG ENVELOPE (WATER 77GHT TANK TEST REQU/RED, OR REPLACE WINNEW TANK) • RELOCATE PUMPIAG SYSTEM AND 1250 GALLON TANK WITHIN BUILDING ENVELOPE (WATER TIGHT TANK TEST REOU/RELA OR REPLACE WAD/ NEW TANK) • REINSTALL ALL PUMPS FZLNT SWITCHES, AND OTHER EQUIPMENT PER ORIGINAL DESIGN • RELOCATE DISCHARGE UNE AS REQUIRED. 7. ALL PVC PIPE CONNECT70NS SHALL BE SOLVENT WELDED, UNLESS OTHERWISE SPEaf7ED. B. CONTRACTOR ANY REUSE EXISTING SEPTIC TANKS AS POSSIBLE PROWLED THEY MEET CURRENT COUNTY REQUIREMENTS /F THE EX/STING SEP77C TANKS ARE DEEMED NOT SUITABLE FOR REUSE, THE EXIS77NG TANKS SHALL BE REMOVED AND REPLACED. ALL OTHER EXISTING SEWER FACILITIES SHALL BE A34NOGNED IN PLACE OR REMOVED FROM -WE AND DISPOSED OF PER PITK/N COUNTY REQUIREMENTS 9. CON7RACTOR SHALL PROVIDE EROSION CONTROL MEASURES DURING CONSTRUCTION PER PITION COUNTY LAND USE CODE. ALL DISTURBED AREAS SHALL BE REV£GETATED AND IS THE RESPONSIBILITY OF THE OWNER AND PERMIT HOLDER 10. ALL RISERS VALVE BOXES, AND CLEAN OUT UDS SHALL EX7EN0 2 INCHES ABOVE SURROUNDING FIN/SHED GRADE UNLESS INSTALLED /N A PAVED SURFACE WHERE THE ABOVE GRADE FEATURES SHALL BE INSTALLED AT GRADE. SOIL SHALL LTE BU/LT UP AROUND RISER AND SLOPED AWAY FROM RISER AT A 2T M/N.. SLOPE, SLOPE TO D4YUGHT. 17. SLPnc TANK ASSEMBLIES S/NLL BE CONSTRUCTED WATER TIGHT TO ASSURE NO GROUND OR STORM WATER WILL EFFECT DESIGN VOLUMES OF THE ASSEMBLES UNCL COMPACTED AUX.DRY BUR (INSTALL HLA/ /APt IN SURFACE DRAIN PIPE TO OUTLET) UNPAVED AREAS PAVED AREAS MATCH IX1S77NG AC PVMT. S4W CUT ASPHALT ONLY NO OTHER TYPE CUT MATCH EXISTING LEVELING COURSE, COMPACT 70 95X MAA: DRY DENSITY A14TCH EXIS77NG SUB-84SE SLOPE PER OSHA R£OUIREMENTS NON -FROST SUSCEP77BLE FILL COMPACT TO 95X MAX DRY DENSITY, 12' LIFTS BEDDING MATERIAL COMPACT 70 95X MAX DRY DENS TMP 6' ALL SIDES PIPE SEWER PIPE DETAIL AQ 10 som CLEAN—OUT DETAIL NOT m SCALE LEGEND DIRECTON OF ROW ^00 GSGM Owl Creek Ranch - Lot 1 # Revision Dote B Job No. 2013-515.001 ^ SUBMR FOR PERMR 02-07-14 ABR Drawn by: ABR (1..1 Rl 220 Owl Creek Ranch Rd., i Addendum 1, OWTS Feld Change 02-28-14 ABR OWTS Improvements Plan 118 West Sixth Street, Suite 200 QC 02-28.2014 Glenwood Springs, CO 81601 Pitkin County, CO oc: 4 PE: ABR 970.945.1004 mww.sgminc.corn FB.: xmsss csoo fLOW ARROW TOW TOP OF (BILL PROPOSED SPOT EZEVA77ON FG DNLSHED GRADE .-98.50 (BOAXKYJ EOS 705 EDGE OF SUB TOP OF SUB 6AADE BREAK IF /7N/SHED FLOOR LV LANDSCAPE DRAIN /MET IS L4NOSQ4PE fD FOUNDATION DRAIN CLAN ON F/P HIGH POINT Arm ��.FOUT f0 FWNU477ON DRAIN ® SEDIMENT 845IN ��---�--► ORA/N4CE SWALE $O SILT FENCE DR 57ORM DRAW rp Fu FOUNDI770N DRAIN OUTLET FRDIECTIdJ —s5 Ss — EIShAG SEWER LINE PROPOSED SEWER LINE BO19 PROPOSED800O°OSED CONTOUR MINOR PROPOSED CONTOUR UVOR ................8019................... E17S77NG C17N7WR MINOR 8020 _ ... ... ... ........................... . OWING CON70UR AM" ^00 GSGM Owl Creek Ranch - Lot 1 # Revision Dote B Job No. 2013-515.001 ^ SUBMR FOR PERMR 02-07-14 ABR Drawn by: ABR (1..1 Rl 220 Owl Creek Ranch Rd., i Addendum 1, OWTS Feld Change 02-28-14 ABR OWTS Improvements Plan 118 West Sixth Street, Suite 200 QC 02-28.2014 Glenwood Springs, CO 81601 Pitkin County, CO oc: 4 PE: ABR 970.945.1004 mww.sgminc.corn FB.: xmsss csoo kY3 M' NilTM >g1 v —1 7 III ANVI ONISOO -71 A7494e 0, 4o z 4kv eLj p7r ol fe, (I J1.._ yo?__--`':. fJ wj-L 1� it .rV, 7 v 29 vv vk: sill),17Y.4 9111'17,.,Il 0 71 f.; Vl,'15 Sc AG 31 11Y Il,) 13Nk f, 7i -1 OP 117N31 Bk.: y ) am u 1 L ta—�� f 1 Q , EXISTING MWNHOUSE C°U .ACCESS cAM � FACIITREE PROTECTION FENCING �• aJ MATERIALS STAGING AREA as 10, O o/ / r/ % i N 7 % t O ! 18 3z �• � RIGI SCALE;'I-=18'-00" : + LIMITS CF DISTURBANCE= on 1 pe v v 1v i n c PROJECT SIGN LOCATION — EMERGENCYACCESSAND CONSTRUCTION VEHICLE CIRCULATION ROUTE PITKIN COUNTY - AIRPORT ^• As- - OVI CREEK - RANCH ROAD J P F PROJECT LOCATION �il •4 � � of a I 8❑ 025 50 100 ORIGINAL SCALE: 1"=50'50" CONSTRUCTION MANAGEMENT PLAN NOTES 2.1 LOCATION - Sea Vicinity Map 2.2 DISTURBANCE AREA - See proposed grading and planting plan 2.3 DESCRIPTION - Sea Application for Details 3.1 PERMIT -Applied for Pilkin County Earthmoving Permit 3.2 PUBLIC NOTIFICATION - N/A 3.3 PROJECT SIGN- Be, Construction Management Plan 3.4 CONTRACT DESIGNATION Property Ovmer Represensative, Ron Spioda 647-227-6542 Property Manager, Blake Appleby 970.3796702 Contractor: G.F. Woods Construction. Greg Woods 970.5441 a33 Site Supervisor, Jim Barnett 970.3795009 Safety Officer, Jim Bamett 970-3799009 Traffic Control Officer, Jim Banned 70-379- Erosion Control Representative, Jim Barnett 970.3799009 P16un County Building Department 970.9205526 Aspen Fire Protection District 970.925-2690 Utility Company Aspen Valley Hospital 970.925-1120 Emergency Number 911 4.1 DATES OF CONSTRUCTION - February 2014 -July 2014 4,2 HOURS OF CONSTRUCTION - Hours notar exceed 7.30111 pm, Monday through Friday and 9 am to 5 pm on SaWrdays No construction will sake place on federally designated holidays. 4.3 SEQUENCING OF CONSTRUCTION See Applicetion for Desalts 4,4 ADJOINING PROPERTIES - No adjacent properties wil be affected by the Plan 4.5 PROJECT FENCING- Be. Application for Details 4,6 NATURAL ENVIRONMENT -See Site Demolition and Tree Protection Series 4.7 VALDUFE HABITAT- Contactor shall ensure that dog prohibitone enforced and vnldlife habitatis not compromised. 5.1 EMERGENCY VEHICLE ACCESS Reflected in the ConsWction Management Plan 5.2 CONSTRUCTION PARKING DETAILS - Regeclad in the Construction Management Plan 5.3 STAG]NG AREAS Location reflected in Construction Management Plan 5.4 CONSTRUCTION TRAILER, MATERIALS STORAGE AND WASTE MANAGEMENT Reflected in Construction Management Plan 61 TRAFFICCONTROL GENERAL- Contactor shall ensure that all traffic control operations shall be managed by the designated traffic control supemsor At vehicles will comply with C,R,S 8 72-4-508, 42-0-507 or be required to obtain spec al road permit from govemmg authorb- 6,2 HAUL ROUTES The protect will ubl- the main access from Owl Creek Road The most Delivery vehicles would be dung del very of site materials, the number of vehicles would be 10-15 um other than passenger v,hcl,, During a normal week 2-3 del1wry vehicles per week, other than passenger vehicles would be norma]. Delivery Coordination Employee is to be determined with selection of Contactor. 6.3 ONSITE VEHICLE LIMITATIONS - ConsWction-hde routtis vnll be lmiled to designated routes. See Construction Management Plan. 7.1 PEDESTRIAN PROTECTION- The project is located on privately property and does not have any connection to RFTA or Pitkin County Open Space and Tails properties. 8.1 SEDIMENT AND EROSION CONTROL REQUIREMENTS -See Drainage and Erosion Control Plan 9.1 FUGITIVE DUST CONTROL PLAN - Project will not affect air quality. 10.1 EMISSIONS GENERAL- Contractor to ensure req—on—la are met and folbwed. DESIGNWORKSHOP Landscape Architecture . Land Planning Urban Design . Tourism Planning .4,hr.i11e.dsrnm-Aneen.D,n -r. Salt L°kr Ciq• Lnke Tahoe 120 East Main Street (970)-925-8354 Facsimile (970) 920-1387 W W W.D ES I GN W O R KS H O P.0 OM V Z =° Z 0, � U W0 wz CEJ UZ J R:Y Oa 0 0 N N ISSUEDATE: Februarvl 2014 REVISIONS DRAWN: All REVIEWED: RWS 100% Construction Document Set PROJECT NUMBER. 5017 Construction Management Plan SHEET NUMBER L1-01 pcorr--o est oawoax... I, hue. DI CLEAN OUT SEWER LINE 130 LF 4" PVC 1.07 MIN. / 0 OF' 150 TAN FXISTIA SEPTIC TANK L WALL TO E PVC RISER 1250 RETAINING STAIRS XF VAULT ;i i i j i i 3 ' �i i } 1 i RELOCATED 1500 GAL-LDN TANK. SERVICE KINE INVERT -t i i i . PVC LINE 2- PVC .r i vtIJ4 Graphic Scale 0 3 5 10 mw mmmmm OWTS GENERAL NOTES. In Feet: P = 5' I. THE EXIST/NG SEPTIC SYSTEM /S PERMITTED BY PITKIN COUNTY UNDER /SOS PERMIT 93036. THE PROPOSED POOL PA770 AND WALL IMPROVEMENTS WILL IMPACT THE EXISTING ISDS SYSTEM AND WILL REQUIRED EXISTING INFRASTRUCTURE BE RELOCATED OR REPLACED. 2. INSTALLER SHALL CONFORM TO ALL PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REGULATION. ALL COMPONENTS OF THE ONSITE WASTEWATER SYSTEM (OWLS) SHALL MEET APPLICABLE REGULATIONS. CONTRACTOR SHALL NOTIFY ENGINEER OF OWTS INSTALLATION SCHEDULE SO THAT REQUIRED INSTALLATION OBSERVATIONS CAN BE MADE BY THE DESIGN ENGINEER. J. THE EXISTING SYSTEM, AS SHOWN, IS BASED ON AS BUILT SURVEY AND DESIGN DRAWINGS OBTAINED FROM PITKIN COUNTY. FIELD CONDITIONS MAY VARY. 4. ALL WORK MUST BE PERMITTED THROUGH PITKIN COUNTY ENVIRONMENTAL HEALTH DEPT. THE ENGINEER SHALL BE CONTACTED AS CONSTRUCTION PROGRESSES AND COORDINATE PROPOSED LAYOUT WITH EXIS77NG CONDITIONS 5. THE PROPOSED IMPROVEMENTS ARE SHOWN SCHEMATICALLY AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS SO LONG AS THEY MEET THE INTENT OF THIS PLAN AND PITKIN COUNTY REQUIREMENTS OWTS WORK MAY INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING. • RELOCATE BUILDING SERVICE LINE, POWER, AND TELEMETRY LINES • RELOCATE 1500 GALLON SEPTIC TANK WITHIN BUILDING ENVELOPE (WATER TIGHT TANK TEST REQUIRED, OR REPLACE WITH NEW TANK) • RELOCATE PUMPING SYSTEM AND 1250 GALLON TANK WITHIN BUILDING ENVELOPE (WATER TIGHT TANK TEST REQUIRED, OR REPLACE WITH NEW TANK) REINSTALL ALL PUMPS, FLOAT SWITCHES, AND OTHER EQUIPMENT PER ORIGINAL DESIGN • RELOCATE DISCHARGE LINE AS REQUIRED. 7. ALL PVC PIPE CONNECTIONS SHALL BE SOLVENT WELDED, UNLESS OTHERWISE SPECIFIED. 8. CONTRACTOR MAY REUSE EXISTING SEPTIC TANKS AS POSSIBLE PROVIDED THEY MEET CURRENT COUNTY REQUIREMENTS IF THE EXIS77NG SEP77C TANKS ARE DEEMED NOT SUITABLE FOR REUSE, THE EXISTING TANKS SHALL BE REMOVED AND REPLACED. ALL OTHER EXISTING SEWER FACILITIES SHALL BE ABANDONED IN PLACE OR REMOVED FROM SITE AND DISPOSED OF PER PITKIN COUNTY REQUIREMENTS 9. CONTRACTOR SHALL PROVIDE EROSION CON7ROL MEASURES DURING CONSTRUCTION PER PITKIN COUNTY LAND USE CODE. ALL DISTURBED AREAS SHALL BE REVEGETATED AND IS THE RESPONSIBILITY OF THE OWNER AND PERMIT HOLDER. 10. ALL RISERS, VALVE BOXES, AND CLEAN OUT LIDS SHALL EXTEND 2 INCHES ABOVE SURROUNDING FINISHED GRADE UNLESS INSTALLED IN A PAVED SURFACE WHERE THE ABOVE GRADE FEATURES SHALL BE INSTALLED AT GRADE. SOIL SHALL BE BUILT UP AROUND RISER AND SLOPED AWAY FROM RISER AT A 29• MIN.. SLOPE SLOPE TO DAYLIGHT. 11. SEPTIC TANK ASSEMBLIES SHALL BE CONSTRUCTED WATER TIGHT TO ASSURE NO GROUND OR STORM WATER WILL EFFECT DESIGN VOLUMES OF THE ASSEMBLIES UNPAVED AREAS PAVED AREAS MATCH EXISTING AC PVVT. SAW CUT ASPHALT ONLY NO OTHER TYPE CUT UNCLASS. FILL MATCH EXISTING LEVEL/NG COURSE, COMPACTED TO 907 COMPACT TO 957 MAX. DRY DENSITY MAX DRY DENS/TY MATCH EXISTING SUB—BASE DU SLOPE PER OSHA REQUIREMENTS NON—FROST SUSCEPTIBLE FILL COMPACT TO 957 MAX DRY DENSITY, 12- LIFTS BURIED PIPE BEDDING MATERIAL COMPACT (INSTALL HEAT TAPE TO 959 MAX DRY DENS IN SURFACE DRAIN TYP 6" ALL SIDES PIPE PIPE TO OUTLET) SEWER PIPE DETAIL CLEAN-OUT DETAIL NOT TO SCALE DIRECTION OF FLOW - LEGEND - 98.50 f PROPOSED SPOT ELEVATION (80XX.XX) ® PROPOSED LANDSCAPE r DRAIN INLET ; I ; CLEAN OUT TOW TOP OF WALL FG FINISHED GRADE � r STORM GRAIN EOS EDGE OF SLAB —FDFD— FOUNDATION DRAIN TOS TOP OF SLAB OF' 150 TAN FXISTIA SEPTIC TANK L WALL TO E PVC RISER 1250 RETAINING STAIRS XF VAULT ;i i i j i i 3 ' �i i } 1 i RELOCATED 1500 GAL-LDN TANK. SERVICE KINE INVERT -t i i i . PVC LINE 2- PVC .r i vtIJ4 Graphic Scale 0 3 5 10 mw mmmmm OWTS GENERAL NOTES. In Feet: P = 5' I. THE EXIST/NG SEPTIC SYSTEM /S PERMITTED BY PITKIN COUNTY UNDER /SOS PERMIT 93036. THE PROPOSED POOL PA770 AND WALL IMPROVEMENTS WILL IMPACT THE EXISTING ISDS SYSTEM AND WILL REQUIRED EXISTING INFRASTRUCTURE BE RELOCATED OR REPLACED. 2. INSTALLER SHALL CONFORM TO ALL PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REGULATION. ALL COMPONENTS OF THE ONSITE WASTEWATER SYSTEM (OWLS) SHALL MEET APPLICABLE REGULATIONS. CONTRACTOR SHALL NOTIFY ENGINEER OF OWTS INSTALLATION SCHEDULE SO THAT REQUIRED INSTALLATION OBSERVATIONS CAN BE MADE BY THE DESIGN ENGINEER. J. THE EXISTING SYSTEM, AS SHOWN, IS BASED ON AS BUILT SURVEY AND DESIGN DRAWINGS OBTAINED FROM PITKIN COUNTY. FIELD CONDITIONS MAY VARY. 4. ALL WORK MUST BE PERMITTED THROUGH PITKIN COUNTY ENVIRONMENTAL HEALTH DEPT. THE ENGINEER SHALL BE CONTACTED AS CONSTRUCTION PROGRESSES AND COORDINATE PROPOSED LAYOUT WITH EXIS77NG CONDITIONS 5. THE PROPOSED IMPROVEMENTS ARE SHOWN SCHEMATICALLY AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS SO LONG AS THEY MEET THE INTENT OF THIS PLAN AND PITKIN COUNTY REQUIREMENTS OWTS WORK MAY INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING. • RELOCATE BUILDING SERVICE LINE, POWER, AND TELEMETRY LINES • RELOCATE 1500 GALLON SEPTIC TANK WITHIN BUILDING ENVELOPE (WATER TIGHT TANK TEST REQUIRED, OR REPLACE WITH NEW TANK) • RELOCATE PUMPING SYSTEM AND 1250 GALLON TANK WITHIN BUILDING ENVELOPE (WATER TIGHT TANK TEST REQUIRED, OR REPLACE WITH NEW TANK) REINSTALL ALL PUMPS, FLOAT SWITCHES, AND OTHER EQUIPMENT PER ORIGINAL DESIGN • RELOCATE DISCHARGE LINE AS REQUIRED. 7. ALL PVC PIPE CONNECTIONS SHALL BE SOLVENT WELDED, UNLESS OTHERWISE SPECIFIED. 8. CONTRACTOR MAY REUSE EXISTING SEPTIC TANKS AS POSSIBLE PROVIDED THEY MEET CURRENT COUNTY REQUIREMENTS IF THE EXIS77NG SEP77C TANKS ARE DEEMED NOT SUITABLE FOR REUSE, THE EXISTING TANKS SHALL BE REMOVED AND REPLACED. ALL OTHER EXISTING SEWER FACILITIES SHALL BE ABANDONED IN PLACE OR REMOVED FROM SITE AND DISPOSED OF PER PITKIN COUNTY REQUIREMENTS 9. CONTRACTOR SHALL PROVIDE EROSION CON7ROL MEASURES DURING CONSTRUCTION PER PITKIN COUNTY LAND USE CODE. ALL DISTURBED AREAS SHALL BE REVEGETATED AND IS THE RESPONSIBILITY OF THE OWNER AND PERMIT HOLDER. 10. ALL RISERS, VALVE BOXES, AND CLEAN OUT LIDS SHALL EXTEND 2 INCHES ABOVE SURROUNDING FINISHED GRADE UNLESS INSTALLED IN A PAVED SURFACE WHERE THE ABOVE GRADE FEATURES SHALL BE INSTALLED AT GRADE. SOIL SHALL BE BUILT UP AROUND RISER AND SLOPED AWAY FROM RISER AT A 29• MIN.. SLOPE SLOPE TO DAYLIGHT. 11. SEPTIC TANK ASSEMBLIES SHALL BE CONSTRUCTED WATER TIGHT TO ASSURE NO GROUND OR STORM WATER WILL EFFECT DESIGN VOLUMES OF THE ASSEMBLIES UNPAVED AREAS PAVED AREAS MATCH EXISTING AC PVVT. SAW CUT ASPHALT ONLY NO OTHER TYPE CUT UNCLASS. FILL MATCH EXISTING LEVEL/NG COURSE, COMPACTED TO 907 COMPACT TO 957 MAX. DRY DENSITY MAX DRY DENS/TY MATCH EXISTING SUB—BASE DU SLOPE PER OSHA REQUIREMENTS NON—FROST SUSCEPTIBLE FILL COMPACT TO 957 MAX DRY DENSITY, 12- LIFTS BURIED PIPE BEDDING MATERIAL COMPACT (INSTALL HEAT TAPE TO 959 MAX DRY DENS IN SURFACE DRAIN TYP 6" ALL SIDES PIPE PIPE TO OUTLET) SEWER PIPE DETAIL CLEAN-OUT DETAIL NOT TO SCALE DIRECTION OF FLOW - LEGEND - 98.50 f PROPOSED SPOT ELEVATION (80XX.XX) ® PROPOSED LANDSCAPE DI DRAIN INLET 0 C CLEAN OUT TOW TOP OF WALL FG FINISHED GRADE —oR DR— STORM GRAIN EOS EDGE OF SLAB —FDFD— FOUNDATION DRAIN TOS TOP OF SLAB —ss - -- ss EXISTING SEWER LINE FF FINISHED FLOOR —ssss— PROPOSED SEWER LINE LS LANDSCAPE 8019FD FOUNDATION DRAIN CONTOUR MINOR HP HIGH POINT 8020 FD FOUNDATION DRAIN CONTOUR MAJOR sB SEDIMENT BASIN q PROPOSED DOWNSPOUT O SF SIL T FENCE — GRADE BREAK