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HomeMy WebLinkAboutPitkin.EH.264327400004 (2008)Page | 1 Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2643-274-00-004 OWTS Use Permit #: 0047.2018.POWU Date Issued: 9/7/2018 Issued By: Bryan Daugherty Expiration Date: 9/7/2019 Owner(s): Waterdog MTR LLC Property Address: 1720 McLain Flats Rd Legal Description: Lot 21, Block 1, White Horse Springs Licensed Inspector: Carla Ostberg Inspection Date(s): 8/22/18 & 8/31/18 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit 2 compartment concrete tank 2 compartment concrete tank 2000 gallons 1000 gallons Secondary Treatment Unit Absorption Area Pressure distributed beds Approximately 15,000 ft2 Other System Components ADV OWTS Use Status: In use at the time of the inspection. Not in use at the time of the inspection.* *If the OWTS was not in use at the time of the inspection, it is recommended that the system be re-evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 07062-B Date of Issuance: 7/21/08 Date of Final Approval: 7/21/09 # of Bedrooms or fixtures served by OWTS: This system was designed for up to 5 bedrooms. Operational Status: According to the inspectors observations the system appeared to be functioning as designed at the time of inspection. The tanks were in good watertight condition with tees in place. The pump was functioning correctly as well as the ADV. The field area did not show any signs of failure such as surfacing effluent. Inspector Recommendations: Clean effluent filter annually or as needed. Department Recommendations: N/A Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department on the date of the inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible failure. Pitkin County Environmental Health Department "TK I IN Onsite Wastewater Treatment System (OWTS) tt) t, USE PERMIT APPLICATION 76 Service Center Rd Aspen, CO 81611 http:l/pitkincounty.com/248/Wastewater Treatment Application for Continued Use of an Existin OWTS Parcel ID# (available from the Pitkin County Assessor's Office 2643 274 00 004 970-920-5160 or atl http://pJtkinassessor.org/assessor/search.as�p� Purpose of Use Permit: ®PROPERTY TRANSACTION MEREMODEL/ Detached Garage Addition Property Address: 1720 McLain Flats Road Lot: Block: Filing: Subdivision: 21 1 White Horse Springs Residences: Other # of Bedrooms: 5 fixtures/uses: Property Owner(s)': Email Address: Waterdog MTR, LLC ryan@redrockemail.com Owner's Mailing Address: Zip: City, State, P O Box 305 Chavies KY 41727 Home Phone: Business Phone: (606) 407-1826 *Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (if not owner): David Rybak Company: Rybak Architecture &Development, P.C. Contact/Applicant Mailing Address: City, State, Zip: 600 E. Napkins Ave., Suite Aspen ICO 81611 Cell Phone: Business Phone: 948-1012 925-1125 Fax Number: Email Address: dave@daverybak.com Indicate Preferred Method of Payment • Check Credit/Debit Cash Licensed Systems Inspector: Phone Number: Email Address: Fax Number: Carla Ostberg 704-0484 carla.ostberg@gmail.com Mailing Address: Ci State, Zi : 33 Four Wheel Drive Carbondale 1CO 181623 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 this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Owner Signature (Required): / Date: 9/4/18 Applicant Signature: business days for S%eFofrn: Gear Fr2rrr" Pr1nt FOrM?. Please allow 3 5 processing of Use Permits w —� Received by EH Staff. Fee & Recei t#. Date Effective Date 1/12/2017 �01'f Onsite Wastewater Treatment Systems (OWTS) Use -,P,cPermit Inspection Form DUNT� Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 Phone:970-920-5070 Fax: 970-920-5374 Website: I http://pitkincounty.com/248[Wastewater-Treatment Inspection form for continued use of an existing OWTS Owner's Name: Address: Parcel Number: Inspection Date: Inspector's Name: Business Name: Phone Number Email: Pitkin County Systems lWaterdog Mtr, LLC 1 220 McLain Flats Road As en CO 2643 274 00 004 8/22 & 8/31 /2018 Carla Ostber CBO Inc. (970) 920-3525 carla.ostberg@gmail.com Inspector License Number: 1017 A copy of this inspection report will be remitted to Pitkin County Environmental Health Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system passes or fails. QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied? EYES ❑NO If NO, how long has the home been vacant? How many bedrooms are in the home? 15 If secondary treatment is used, who is the maintenance provider? I n/a RECORDS: Were system records available from Pitkin County? EYES ❑NO OWTS If YES: Permit number: Date of Final Approval: Ma 22 2009 Construction # of bedrooms permitted: 0 Permit 07062-B Was an as -built drawing available? E YES ❑ NO Is the as -built drawing accurate? ❑YES ENO tank configuration If NO: Complete a drawing of the system on last page of this form as accurately as not accurate / 2000 passible. gal + 1000 gal Any question marked FAIL will require correction before an OWTS Use permit is issued. SITE CONDITIONS: Proper grading, no evidence of erosion? EPASS ❑FAIL Improper vegetative cover? 0 NO ❑ YES Evidence of compaction such as heavy machinery or livestock? 0 NO ❑ YES Improper discharges such as straight pipes? ❑' PASS ❑FAIL Evidence of high ground water? 0 NO 0 YES Snow cover present? 0 NO ❑ YES Page 1 Effective Date 1/12/2017 TANK: Tank 1 Tank 2 Tank 3 Tank capacity 2,000 =gallons 1,000 gallons gallons Tank material concrete concrete # of compartments 2 2 Date of last pumping 8/31/18 8/31/18 Lids/risers in good condition Pass Pass Select One Risers to grade Yes Yes Select One Riser height 1.5' 2' Riser condition/watertightness ok ok Inlet sanitary T/baffle Pass Pass Select One Outlet sanitary T/baffle Pass Select One Select One Effluent filter (if part of design) N/A Pass select One Condition of tank material Pass Pass Select One Tank was pumped for inspection Yes Yes Select One If YES, list the pumping company Altitude Septic Altitude Septic If NO, when was the last pumping Scum level (1st compartment) inches inches inches Sludge level (1st compartment) inches inches inches Scum level (2nd compartment) inches inches inches Sludge level (2nd compartment) inches inches inches Backflow (if pumped) Pass Pass Select One Midtank baffle Pass Pass Select One Watertightness Pass Pass Select One PUMPS/DOSING SIPHONS: Is a pump or dosing siphon present? 0 YES ❑ NO If YES, is the pump/dosing siphon functioning properly? PASS ❑FAIL Does the pump/wiring/dosing siphon appear to be in good condition? ❑' PASS ❑FAIL Is the high water alarm working, both visible and audible? ❑PASS ❑FAIL SECONDARY TREATMENT: Is a secondary treatment unit present? ❑YES 0 NO ❑UNKNOWN If YES, does the unit appear to be in good working condition? YES NO Does the owner have a current maintenance contract for the unit? YES H NO ❑UNKNOWN Maintenance Provider: n/a Phone: If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. ABSORBTION AREA: Effluent surfacing? Evidence of past surfacing? Surface dampness? Excessive odors? Field location verified by observation ports or probing: Liquid in observation port? If YES, record depth: Distribution Box or ADV part of original design? If YES, is it accessible from grade? Is it level and in good condition? ❑� PASS ❑FAIL E NO ❑YES F. NO ❑ YES ❑ NO ❑ YES ❑Ports ❑Probing NO ❑ YES inches ❑ YES ❑ NO YES NO PASS FAIL drawi UNKNOWN Page 2 Effective Date 1/12/2017 'lease list any recommendations for the continued use of the system: • Clean effluent filter annually, or as needed. • If issues arise with the pumping system or if there is a desire to review the existing set up of the pumping system, we recommend Valley Precast performs this work. Were any repairs done as a result of this inspection? MNO Q YES If YES lease describe the repairs. To the best of my knowledge and training, the information collected in this inspection is accurate as of September 3 1, Zp 18 barg Licensed Systems Inspector Signature: Carla Ostber Digitalrysi.09.03 C:08:17arla [06'0 v p g 9 Date: 2018.0&1130808:17 O6'00' Additional Notes: septic tanks were pumped and effluent filter was cleaned. Clearly label any pictures and attach them to this form. Save Form Clear Form Print Form Page 3 Effective Date 1/12/2017 CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 carla.ostberg@gmail.com September 2, 2018 Waterdog Mtr, LLC c/o Ryan Duff ryan@redrockemail.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 1720 McLain Flats Road Pitkin County, Colorado Ryan, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) Use Permit inspection at 1720 McLain Flats Road, Aspen, Colorado on August 22 and 31, 2018. The legal description of the 6.277-acre property is Lot 21, Block 1, White Horse Springs Subdivision. The permit and record drawing were provided by Pitkin County Environmental Health Department (Parcel ID #2643-274-00-004). The subject OWTS consists of one 2000-gallon, two-compartment Forterra1 concrete septic tank followed by a 1000-gallon, two-compartment Forterra concrete septic tank with an Orenco® pumping system in the second compartment 2. Effluent is pumped to an automatic distributing valve (ADV) and then to four 32’ x 95’ “dripfield3” zones. Onsite Wastewater Treatment System Construction Permit 07062-B documents this system. The system was sized to accommodate 5 bedrooms. The permit received final approval on July 21, 2009. There is an ejector pump connected to this system. We did not thoroughly inspect the ejector pump as part of this inspection; however, there were no signs of malfunction. The manhole to the ejector pit is cast iron and is accessible from grade. The ejector pit and septic tanks are located to the west of the residence. All lids are located at or near the surface, just under the sod layer. Both inlet and outlet tees were visible in the 2000-gallon septic tank. Liquid levels in the septic tank appeared normal prior to pumping. The inlet tee of the 1000-gallon septic tank was visible and liquid levels were normal prior to pumping. The effluent filter was in need of cleaning; therefore, after our first visit we ordered pumping. At the time of our first visit, the control panel for the Orenco® pumping system read 869.62 hours and 38380 counts. We also observed the floats were set close to one another, resulting in a small dose volume. We did not observe a weep hole in the pump line, which is typically standard. With the pump such a long distance from the ADV, we would anticipate a larger separation between the on and off floats. No problems have been reported with the system. If future issues arise with the pumping system or there is a desire to review the existing set up, we recommend Valley Precast out of Buena Vista, Colorado be contracted to service the pumping system. 1 Forterra is the current tank manufacturer. When this septic tank was installed, it was owned by a different company. 2 It should be noted that the baffle pass-through is located in the middle of the septic tank; therefore, the float volume is the entire tank capacity rather than just the second compartment. 3 “Dripfield” is what is commonly referred to today as Non-Pressure Drip Dispersal System (NDDS). We returned on August 31, 2018 to observe pumping of the septic tanks. The effluent filter was cleaned and the pump was run to check the ADV. We observed the ADV cycling at the time of this inspection. It appeared to be function normally and we did not observe any leaks in the ADV or the air relief valve. We walked the soil treatment area (STA) at the time of both inspections. There is lush vegetation over the STA and there appears to be sprinkler heads throughout the STA. We did not observe any inspection ports in the STA. We walked the STA and found no signs of surface saturation or evidence of failure at the time of our inspection. This evaluation is not a guarantee of future system performance. This inspection is good for one year. Recommendations: • Clean effluent filter annually, or as needed. • If issues arise with the pumping system or if there is a desire to review the existing set up of the pumping system, we recommend Valley Precast performs this work. This report and a completed OWTS Use Permit Application must be submitted to the Pitkin County Environmental Health Department. Applications may be submitted to Pitkin County Environmental Health Department electronically. The following are links to the required OWTS Use Permit Application and Checklist. Application: http://www.pitkincounty.com/DocumentCenter/Home/View/621 Application Checklist: http://www.pitkincounty.com/DocumentCenter/Home/View/620 All questions regarding permit submission can be directed to Pitkin County Environmental Health Department, 970-920-5070. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2020 Ejector pit control panel / Orenco pump control panel Counters Control panel View of septic tank lids looking south View of septic tank lids looking east / arrow points to ejector pit View of ADV, looking toward house Insulation to top of lid broken ADV supported and pipe visible Air relief valve View of STA looking south Orenco pumping system Filter prior to cleaning Inlet tee (first tank) outlet tee (first tank) Inlet tee (second tank) Floats (note minimal separation distance) filter after cleaning Tanks pumped by Altitude Septic 1720 M cL ain Flats Legend 1720 Mc Lain Flats Rd 100 ft N➤➤N 832‐R‐13‐002 3-BAY GARAGE 1,040 SF F.A.R. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxM c LA I N F L A T S R OA D (C O U N T Y RO A D )37.82.38.0 2.3PARCEL A (AMENDED LOT 20) LOT 22 7 7957790 7 7 9 9 7 7 9 8 7797 7 7 9 7 7 79 3 7792 7 7 9 2 7 79 1 338.45'S77°08'35"W160.71' N10°39'00"W 42.37' N79°21'00"E 5 8 5 .8 8 ' S2 0 °1 4 '5 5 "E 4 7 9 .4 4 ' S 1 3°37'04"E 9 1 .7 6 '388.07'S 1 7 °5 8 '1 5 "E 2 0 7 .0 5 ' S 1 8 °0 4 '1 5 "E N72°23'00"EOUL OUL O U L O U L O U L OU L OU L O U L O U L O U L MMMMM P S S WVHYD T W W WACCESS/UTILITY/LANDSCAPEENVELOPE50.0' 130.0' LANDSCAPE ENVELOPES 38.0' 48.0' 120.1' 30.0' 75.0' R50.0' 30.0' LANDSCAPE ENVELOPES LANDSCAPE ENVELOPE LEACH FIELD PORTS WATER VALVE IRRIGATION LEACH FIELD PORTS YPC LS# 20151 RPC LS# 25947 RPC LS# 25947 OVERHANG TYP. STONE WALL ENTRY STONE STONE PATIO HOT TUB POND POND PUMP LANDSCAPE ENVELOPE B U I L D I N G E N V E L O P E A C C E S S /U T I L I T Y /L A N D S C A P E E N V E L O P E 30.0' #5 REBAR NO CAP SPIKE #5 REBAR 30.0' 30.0' ROADWAY EASEMENT BK. 27 PG. 92 GRAVEL ROAD7.5' UTILITY EASEMENT7 .5 ' U T I L I T Y E A S E M E N T 7.5 ' U T I L I T Y E A S E M E N T PARCEL B(AMENDED LOT 21)6.274 AC± E D G E O F P A V E M E N T YPC LS# 20151 RPC LS# 25947 37.1 237.8MMMMM P S EXISTING RESIDENCE PROPOSED GARAGE EXISTING ASPHALT DRIVE & AUTOCOURT PROPOSED DRIVE & AUTOCOURTACTIVITY ENVELOPE-1ACTIVITY ENVELOPE-1 ACTIVITY ENVELOPE-1REFER TO CIVIL DRAWINGS FOR BUILDILNG LAYOUT, GRADING, DRAINAGE AND EROSION CONTROL INFORMATION REPLANT DISTURBED AREA W/ MATCHING GRASSES REMOVE 6" ASPEN REMOVE 6" CONIFER REMOVED TREES: (1) 6" ASPEN (1) 6" CONIFER PROPOSED TREE PLANTING: (2) 3" CALP. ASPEN (2) 3" CALIP BLUE SPRUCE NEW 4" CALIP. ASPEN NEW 3" CALIP. BLUE SRPUCE NEW 3" CALIP. ASPEN NEW 3" CALIP SPRUCE PROPOSED DRIVE & AUTOCOURTACTIVITY ENVELOPE-14' - 0"15' - 0"6' - 0"6' - 0"R 6' - 0"R 1 9 ' - 9 " R 23' - 9"22' - 0" PAINT 3" WIDE LINE AT EACH LOCTION - DIMENSIONS ARE TO THE OUTSIDE EDGE OF EACH LINE. LOCATE BASKETBALL GOAL AT CENTER OF AUTO COURT EDGE CFOETATS LI CE N SED A R C H ITECODAROLO TDAVID J. RYBAK 400399 SHEET: DESCRIPTION: SCALE: c Rybak Architecture and Development, P. C. 2018 ISSUE: DRAWING INDEX PROJECT DIRECTORY PROJECT INFORMATION VICINTY MAP As indicated C:\Users\DAVE\Dropbox (Rybak Architecture)\RAD CURRENT PROJECTS\Duff\Drawings\Model\Duff Barn-CD.rvt8/13/2018 9:12:27 AMA0.00 GENERAL REFERENCE 1720 McLAIN FLATS RD ASEPN, CO 81611 WATERDOG MTR, LLC. GARAGE BUILDING PERMIT JUNE 25, 2018 GENERAL REFERENCE A0.00 GENERAL REFERENCE SURVEY V.1 SURVEY ARCHITECTURAL A0.01 F.A.R. PLANS A0.02 F.A.R. PLANS A2.01 PLANS A3.01 ELEVATIONS A4.01 SECTIONS A6.01 DETAILS A6.02 DETAILS E2.01 ELECTRICAL & LIGHTING PLANS CIVIL C1 GRADING, DRAINAGE AND EROSION CONTROL PLAN C2 DRIVEWAY PROFILE C3 LAYOUT PLAN C4 IMPERVIOUS AREA/DRYWELL SIZING PLAN C5 DRAINAGE & EROSION CONTROL DETAILS C6 DRAINAGE & EROSION CONTROL DETAILS STRUCTURAL S1.1 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.1 DETAILS AND GENERAL NOTES 1" = 40'-0"1 SITE & LANDSCAPE PLAN NORTH TRUE NORTH 1720 McLAIN FLATS RD. TO BASALT TO ASPEN TO SNOWMASS HGWY 82McLAI N FLATS RDOWNER: WATERDOG MTR, LLC. P. O. BOX 305 CHAVIES, KY 41727 ARCHITECT: RYBAK ARCHITECTURE & DEVELOPMENT, P.C. 600 E. HOPKINS AVE., SUITE 303 ASPEN, CO 81611 CONTACT:DAVE RYBAK PH:925 1125 CIVIL ENGINEER: PINNACLE DESIGN 0805 BUCK POINT ROAD CARBONDALE, CO 81623 CONTACT:HANS BRUCKER PH:963 2170 GENERAL CONTRACTOR: SEVEN CASTLES CONSTSRUCTION P. O. BOX 1797 BASALT, CO 81621 CONTACT:KEVIN GLENN PH:618 7294 STRUTURAL ENGINEER: KAUP ENGINEERING 1129 GRAND AVENUE GLENWOOD SPRINGS, CO 81601 CONTAC:DALE KAUP PH:945 9613 ADDRESS:1720 McLAIN FLATS ROAD, PITKIN COUNTY, CO PARCEL I.D.2643 274 00 004 PROJECT SCOPE:DETACHED GARAGE ZONE DISTRICT:RS-20 BUILDING CODES:I.R.C. 2015, I.E.E.C. 2015, I.M.C. 2015, I.P.C. 2015, N.E.C. 2014 OCCUPANCY TYPE:U CONSTRUCTION TYPE:V-B CONSTRUCTION AREA:1,554 S.F. FIRE SUPPRESSION:N.F.P.A. 13-R 1" = 10'-0"2 BASKETBALL COURT LAYOUT TRENCH DETAIL NOTES.- 1. MINIMUM PIPE COVER 24" UNDER HARD SURFACES AND 36" IN NA TI VE, STEEP SLOPE AREAS (JO- INTO MANHOLES) UNLESS OTHERWISE NOTED. "LANDSCAPE AREA " RESTORE SURFACE "CONCRETE OR TO ORIGINAL GRADE ASPHALT AREA" CONCRETE DRIVE OR HARD SURFACE C.D.O.H. CLASS 6 AGG. BASE COURSE 95% SAME THICKNESS AS EXISTING (6" MIN.) k �� AA99TO 4' COMPACTED TO 95% AASHTO T-180 �W 2! Z o� Z Z EARTH OR IMPORTED BACKFILL, PLACE & 1z,2 W� 12" MIN. COMPACT IN 12" MAXIMUM LIFTS. (8" ADJACENT TO STRUCTURES) o BEDDING & HAUNCHING 6 MIN. MATERIAL, CLASS 6 AGGREGA TE BASE COURSE O.D. OF PIPE ± Z 12" MIN. TO 18" MA . DRAINAGE PIPE TYPICAL TRENCH DETAIL N.T.S. COMPA C TED 31 A GGREGA TE BASE COURSE SEE PLAN FOR P/1 SPECIFICA TION & . THRFATJFTJ PII/(' AAI) (-AP END LINE CLEAN -OUT DETAIL N.T.S. SEALED WASHED AGGREGATE FINISH (MATCH EXISTING DRIVEWAY BORDER) CONCRETE BORDER- 4,000 PSI STRENGTH TURF GRASS SOD TOPSOIL (HOLD TOPSOIL 1 /2 BELOW TOP OF CONCRETE BORDER) 2% SLOP d III— N DRAWN & DESIGNED BY.• H. E. B. CHECKED BY.• H. E. B. d d UNDISTURBED SUBGRADE (3) NO. 4 REBAR 4" CLR. ON BOTTOM AND SIDES & COMPA CT 'IFICA TIONS ELBOWS MAXIMUM PERCENT BY WEIGHT PASSING SQUARE MESH SIEVES SIEVE SIZE PIPE BEDDING & HAUNCHING MATERIAL (TYPE A) GRANULAR STABILIZATION MATERIAL (SCREENED OR CRUSHED ROCK TYPE B) IMPORTED MATERIAL (TO BE USED WHERE SPECIFIED OR DIRECTED BY THE ENGINEER 12 INCH 100 2 INCH --- 100 --- 1 INCH 100 NO 4 --- 15 MAX --- NO 2001 20 MAX --- 3% - 20% IMPORTED MATERIAL SHALL ALSO MEET HAZEN UNIFORMITY COEF. Cu) > 6 AND COEFFICIENT OF CURVATURE (CC) 1 TO 8 AND PLASTICITY INDEX PI) MAXIMUM OF 7. ALL BACKFILL MATERIAL SHALL BE PLACED FULL WIDTH IN 12" MAX. LIFTS (8" LIFTS ADJACENT TO STRUCTURES) AND COMPACTED TO THE MIN. RELATIVE DENSITIES SHOWN NOTE: NATIVE MATERIAL MAY BE USED IN LIEU OF GRANULAR BEDDING & HAUNCHING MATERIAL IF APPROVED BY THE ENGINEER AND THE NATIVE MATERIAL IS IN COMPLIANCE WITH SIZE REQUIREMENTS FOR "TYPE A". 1/4" CHAMFER BOTH EDGES -4" ASPHALT CLASS 6 ROAD BASE TO 95% STANDARD PROCTOR Eli N. Ti �-11 iiiiii-i i COMPACTED SUBGRADE TO 95% STANDARD PROCTOR ASPHALT DRIVEWAY & CONCRETE BORDER SECTION DETAIL A- A REVIEWED BY DA TE FOR N.T.S. PINNACLE DESIGN CONSUL TING GROUP, INC. CONSUL TING ENGINEERS • 0805 BUCK POINT ROAD CARBONDAL E, CO 81623 • (970) 963-2170 CENTER M.H. COVER I ' L T. OR R T. OF FL OF PIPE (UPSTREAM SIDE) CONCRETE M H RING W/ _\ #4 REBAR HOOP IN PLACE WHEN NOT IN STREET GROUND SURFA CE---\\, 1 1/2 " 12" MAX. 3/4"TOP S/ I" BOTTOM M M M M PICK OPENING M co M M co IM M M M M M M M M M M M M M M M M M M MM®STORM ®®® MM®SEWER ®®® M M M M M M M M M M M M M M M M M M ro m IN IN IN A MMMM CO VER WEIGHT 127 LBS. TOP OF KNOBS ON M. H. LID SHALL BE 1/4 " TO 1/2 " BEL OW TOP OF ASPHAL T -ADJUST CROSS -SLOPE OF COVER TO MA TCH STREET BY GROUTING BETWEEN GRADE RINGS. STANDARD M.H. RING & COVER (CASTINGS INC. M. H-250-24 " C.I. OR APPROVED SUBSTITUTE) SEE DETAIL THIS SHEET HOT B/ TUMINOUS PA VEMEN T F 3" MIN. THICKNESS DETAIL A REINFORCED CONCRETE GRADE RINGS POST (2" X 2" NOMINAL) X 1 AX. X X X 24 �. SIL T FX ABRIC X X X XX X STAPLED TO X X X MIN. 'A X POSTSX X X X XX XXX X X x X X X X X X X X X X X X XXXX X XX XxX X x" XX III= X 'A 'A 'AX X X X II I� 111111= XXX XXX XXX i 1= X X XXX 'A Y''A Y' -ICI 11-1� COMPACTED X X XXX XXX Iil l hill l=l BA CKF/LL SIL T FENCE X X I- X X -lil � I-11 FABRIC X ANCHORED 1111=1 l l= IN TRENCH NCH AND A TTACHED DTI=1 I I- 6" Ex 611 `off, F/RML Y TO POST 25 5/8" 24" 1" RING WEIGHT 126 LBS. 32 " SECTION A- A A STANDARD CAST IRON MANHOLE RING & COVER N.T.S. SIL T FENCE N. T.S. SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST 6" x 6" �JTRENCH lC FLOW STABILIZE AREA AND GRADE UNIFORML Y AROUND PER/METER GEO TEXT/LE x BLANKET SILT FENCE x 1: 1 SLOPE x 1� 3 MIN. �� �� 12 MIN. DRAIN ��� 24 MAX. NOTE.• �����% INLET REMOVE SEDIMENT 4' -1- BEFORE REACHING 1/3 FULL SECTION A —A FL OW ROCK F/L TER (USE /F FLOW STANDARD M.H. RING & COVER CON CENIRA TED �I IS CONCENTRATED) (CASTINGS INC. M.H.-250-24" C.I. i OR APPROVED SUBSTITUTE) �x x- x� SEE DETAIL THIS SHEET x ___________________EDGE OF USE OPEN GRATE (IF SHOWN ON PLAN) i i x SEDIMENT TRAP SEE PLAN FOR PIPE SIZE i i + i DRAIN INLET & LOCA TION A 36 " DIAMETER CONCRETE A RISER SEC TION SHEET FLOW W ) i i i i i GEOTEXT/LE Z 36 x l I x BLANKET Q�: o o o o o' 00 000 i L J i SILT FENCE Z O O O O O i i INK O O O O O X L J x 0 0 0 0 0 �� Lj_j O O O O O !` X X X X- 0 0 0 O o 00 000 o O O O o MIRAFI 14ON FIL TER FABRIC PLAN •0o000 BETWEEN NATIVEAND ------ WASHED ROCK 11 111= NO TES —I SURROUND WITH A MINIMUM OF BOTTOM 48" OF CONCRETE BARREL II—III=III=III-I ' ' 18 " OF 1-1/2 " WASHED ROCK (TYP.) 0 L I 1. FOR USE /N CLEARED AND GRUBBED AREAS AND /N GRADED AREAS. SECTIONS PERFORA TED (TYP.) 48" FROM BASE MIN. 8 ys 2 SHAPE BASIN SO THA T LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP. 3 ag$ o; 3. FOR CONCENTRATED FLOWS, SHAPE BASIN /N 2.• 1 RATIO WITH LENGTH OR/ENT -v TOWARDS DIRECT/ON OF FLOW. 36"DIAMETER CONCRETE `�ssioruAl'E��� DRYWELL INLET PROTECTION N. T. S. N.T.S. REVISION I DATE DESCRIPTION I BY I CHD 1720 McLAIN FLATS ROAD PI TKIN COUNTY, COL ORADO WA TERD0G MTR, LL C GARAGE DRAINAGE & EROSION CONTROL DETAILS FOR PERMIT 6-25-18 SCALE-.- JOB N0.• DATE N T.S. 2018.11 6-25-18 SHEET N0.- 05 S13°37'04"E 91,76'7 LS# 201 LOT 22 x J , Ln r m : Z I D I n n rm 30.0' C m I X m mz IX � � � r n I I D O c ran CO co EDGE OF PAVEMENT N1cLAI1V FLATS ROAD (COUNTY ROAD) UL 479,44' l PI TKIN COUNTY, COL ORAD O uL� 0415 S18°'— ' —OUL 5 REBAR ' NO I — PE ACCESS/UTILITY/LANDSCA — ENVELOPE — — _ — — �BUILDIN ENVELOPE I \ I • POND O O IO IRRIGATION WATER VALVE •� i o o ° ° I • LEACH FIELD PORTS TONE WALL VEB zz.z I POMP I+ >I J o L ' I 7.8 5.8 L7.0 5.4 I I illm I -77 796 I 0.567.1 '119� I ASPHALTn, I STONE \ W DRIVEWAY STONEI $A I 1 CDENTRY �° I PATIO CD I N `7795 C11 8" �_ t o L I POND z 9 CONC. APRON , ?� 13.2 'S I 4 I 1I 59.0 f I I I SLAB=7794.94 / MULTISTORY 93 I SINGLE FAMILY 72.0 L--, /• I 24 RESIDENCE _ 37.1 W °' COVERED PATIO I 2 W 1' � •' � I `Wi STONE \ (1 m N PATIO 1 W HOT I 11r I I P 34.7 TUB X 11 \ ----� STONE PATIO 1 L -°- ° 1 I 0 �7795— LEACH FIELD PORTS I � � \ / LANDSCAPE ENVELOPE 30.0, - co X o 1 Is„ 111 ►�9a RPC LS# 2594 I IL AD'SSA�€N�t€tQ�� "*�N79°21'00"E 7792-- 1 —� 42.37' YPC 160.71' 30.0' LS# 20151 RPC LS# 25947 OUL-- 5' UTILITY MENT� L SPIKE UL ° \ R50.0' o.o'� 75.0' -' LANDSCAPE ENVELOPES PARCEL B (AMENDED LOT 21) 6.274 AC± 120.1' 148.0' 38..0' ' 1 — S20°14'55„E PARCEL A (AMENDED LOT 20) LANDSCAPE ENVELOPES � UTILITY EASEMENT 7.5' 585 8g 30.0' ROADWAY EASEMENT BK. 27 PG. 92 50.0' #5 REBAR LOT 18 3 In 00 C7 V) ❑ 20 40 80 1" = 4 0' NOTES 1) LEGAL DESCRIPTION: PARCEL B, GOODNOUGH—MAROON CREEK ASSOCIATES LOT LINE ADJUSTMENT PLAT, ACCORDING TO THE PLAT THEREOF RECORDED JANUARY 10, 1996 IN PLAT BOOK 38 AT PAGE 96 IN THE COUNTY OF PITKIN, STATE OF COLORADO. ALSO KNOWN AS AMENDED LOT 21, BLOCK 1, WHITE HORSE SPRINGS. 2) BASIS OF BEARING: A BEARING OF S20°14'55"E BETWEEN A FOUND REBAR AND RPC LS# 25947 AT THE S.W. PROPERTY CORNER AND A FOUND REBAR AND RPC LS# 25947 FOUND AT WESTERLY ANGLE POINT. 3) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR. INFORMATION RELIED UPON FOR THE PREPARATION OF THIS SURVEY FURNISHED BY ATTORNEYS TITLE GUARANTY FUND, INC., FILE NO. PC12003035 DATED 11/13/2012. 4) ALL ENVELOPES TAKEN FROM 1720 MCLAIN FLATS RD LLC 1041 HAZARD REVIEW SITE PLAN RECORDED IN PLAT BOOK 83 AT PAGE 101, FIRST AMENDED 1720 MCLAIN FLATS ROAD LLC 1041 HAZARD REVIEW SITE PLAN RECORDED IN PLAT BOOK 92 AT PAGE 66 AND SECOND AMENDED 1720 MCLAIN FLATS ROAD LLC SITE PLAN RECORDED IN PLAT BOOK 97 AT PAGE 21. 5) NO TRANSFORMER PAD FOUND FOR HOLY CROSS UNDERGROUND RIGHT—OF—WAY EASEMENT AS SHOWN IN RECEPTION NO. 552772. 6) CONTOUR INTERVAL IS ONE (1) FOOT. LEGEND OO INDICATES FOUND MONUMENT AS DESCRIBED. RPC RED PLASTIC CAP YPC YELLOW PLASTIC CAP O TELEPHONE RISER HV FIRE HYDRANT JUL OVERHEAD UTILITY LINE © PUMP CONTROL I 0 MECHANICAL PAD i RPC LS# 25947 HOME EVERGREEN TREE DECIDUOUS TREE Co—) POWER POLE WO WATER SYSTEM WV M WATER VALVE XX FENCE LINE �S SEPTIC MANHOLE TRUNK DIAMETER 6" OR GREATER SURVEYOR'S CERTIFICATE I, MICHAEL P. LAFFERTY, HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS A SITE SURVEY PERFORMED UNDER MY SUPERVISION ON 10/2017 OF THE ABOVE DESCRIBED PARCEL OF LAND. MICHAEL P. LAFFERTY PLS. # 37972 25, 2018 1/8" = 1'-0"1 EXISTING RESIDENCE - FIRST FLOOR 1/8" = 1'-0"2 GARAGE - AREA PLAN 1/8" = 1'-0"3 GARAGE ATTIC - AREA PLAN GARAGE BUILDING PERMIT JUNE 25, 2018 1/8" = 1'-0"1 EXISTING RESIDENCE - BASEMENT 1/8" = 1'-0"2 EXISTING RESIDENCE - SECOND FLOOR HEIGHT MANUF MODEL NOTES A 2' - 5" 3' - 6" Pella Windows & Doors DESIGNER SERIES 2941 B 2' - 5" 3' - 6" Pella Windows & Doors DESIGNER SERIES 2941 1/4" = 1'-0"3 PROPOSED ROOF PLAN DOOR SCHEDULE NOTES: 1. PELLA DESIGNER SERIES, BROWN CLAD, STAIN INTERIOR, GLAZING - HIGH ALTITUDE 5/8" ADVANCED LOW-E IG PEL-N-3-02062-00001, U=0.27, CUSTOM HARDWARE TO MATCH EXISTING RESIDENCE. 2. OVERHEAD DOOR TO MATCH EXISTING, GLAZED UPPER, WOOD CLAD PANEL. WINDOW SCHEDULE NOTES: 1. PELLA DESIGNER SERIES, BROWN CLAD, STAIN INTERIOR, GLAZING - HIGH ALTITUDE 5/8" ADVANCED LOW-E HA IG, U=0.28, STANDARD CRANK BROWN HARDWARE, INVIEW SCREEN. 1/8" = 1'-0"4 PROPOSED GARAGE - CONC. APRON PLAN PLUMBING SCHEDULE