Loading...
HomeMy WebLinkAboutpitkin.eh.264334100010 (2008)41d =T'KINOUNT ADDRESS NOTIFICATION Date: 4/27/2018 Effective Date: 4/27/2018 Provisional Addressing: 31 Bunker Loop (Main Residence) 77 Bunker Loop (CDU) 89 Bunker Loop (Barn) Aspen, CO 81611 Former Address: 2660 McLain Flats Rd (Still in Service) Reason for Assignment: Non Conforming Driveway Parcel ID: 264334100010 Property Owner Name: WAGNER PROPERTIES LLC Note: Provisional Addressing is being assigned to allow permitting and construction to begin while County Addressing works on updating the surrounding properties. Bunker Loop should be used for any new permits on this property. Please contact for any questions or Further Clarification. Thank You, Alex Durant Public Safety GIS Analyst, Pitkin County Government I BITS Phone: 970.429.6113 (0) Email: alex.durant@pitkincounty.com Address: 123 Emma Rd #106, Basalt, CO 81621 Pitkin Count Environmental Health NO SEPTIC PERMIT REQUIRED FORM Date: 42$ ID$ Owner's Named WOO -hon P(O p4_P. Project Name: Address of Property: 2-6(60 VUAW(i ECCZ -S FM Building Permit number: Parcel ID # v 4 i— 00-- O to Scope of Project: VtN�Ae,li f 6JA vy, ftL l i Remodel does not increase the bedroom/potential bedroom count Per (\kl+ Existing septic system is sized for this project -7 ZQ I c New buildings do not need a septic system (i.e. garage, shed, barn, etc.) Project is not located in the area of the existing septic system No septic permit is required for this project. No furtl Environmental Health. FOOD SERVICE FACILITY _ This facility contains a retail food establishment. Envl reviewed and approved the plans. 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 www.pitkingov.com Pitkin County Environmental Health Department Contact Log Sheet ��. �� �., ,t • � �, �� ���� �� 1, t� . ._� ._._-r,� 11/ bb/ 21AU8 bD: Ob 7030V r u Septic, Rooter & Jetting Services Video Inspection Services 4603 Hikndy Drive Carbondale, CO 81.623 Bill TO Wagner Properties 80 Glen Gary Dr. Aspen, CO 81611 Invoice EDate invoice # /9/2008 1.458 PO Sox 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303 -216-2796 July 291h 2008 John Neiman 80 Glen Gary Driv� Aspen, CO 81611 Onsite Wastewater System Design, Proposed Neiman Residence Lot 7, Block 1, White Horse Springs Subdivision 2600 (2660) McLain Flats Road Pitkin County, Colorado Project No. 1509 John, ALL SERVICE septic, LLC reviewed the percolation test conducted by Red Mountain Civil, evaluated the excavated profile pit, and prepared an onsite wastewater areawhere OWS e)nece� aryrThe the subject residence. The property is located in Pitkin County, local water district provides water. SITE CONDITIONS A residence exists which will be converted to a 1-bedroomADU- existing room septic system entwilling greater than 6000 SF, and barn with a bathroom is proped utilized by the ADU and barn. SUBSURFACE The subsurface was investigated by All Service Septic, LLC and Red Mountain Civil, Inc. All Service Septic evaluated the test pit. The materials in the test oc °�� snot encounteredRed Mountain Cid of a thin root zone underlain by vil clay with scattered cobbles. Groundwater or bedr conducted a percolation test. A 12 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS MAIN RESIDENCE The OWS design is based on 5 -bedrooms and an averagconcre a septic tank, with the sewage load of 1000 GPD.eaddition llof an must include a 2000 -gallon, two-compartment, precast effluent filter in the second compartment. Tank alternatives ay be The total erect.numrix gravellers ess chamber trenches must be installed as indicated on planprovided. must be 104, equaling 1027 square feet (SF) of infiltrative area. A distribution box should be used to distribute effluent. Onsite Wastewater System Page 2 ADU and BARN existing g be used with The barn and ADU may utilize the existing OWS. The should be directed totheexisting drain field, having a the addition of an effluent filter. The effluent total area of 900 SF. EXISTING DRAIN.FIELD g failure. The The existing drain ;Field was observed and had no signs of effluent surfacingor si ns o f drain field was probed and showed no signs of excessive moisture. ed by Construction must be according to the county ISDS regulations, the designseptic the subject property, noted County Environmental Health Department, and this design above, is valid only in conjunction with the approved County Health Department permit. OPERATION INFORMATION AND MAINTENANCE or in The surface of the drain field should be seeded upon completion.Vegetation and prior to r�vegetation.portant tGeo- drain field performance. Erosion control should be practicedg equipment, machinery, or Geo - fabrics or plastics should not be used over the drain field. No heavy 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 dreds of gallons water is beingof water discharged dato y and For Example, a running toilet or leaky faucet can discharge harm a drain field. 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 LLoading from materials wotebsoft ner placed into the OWS. Grease should not be placed in household rathe should not be discharged into the OWS. No hazardous wastes should OWSbs directed engineered for domes is S. Mechanical room drains should not discharge into the OW S. waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines avation of ain to drain to minimize risk of freezing. Excavation equipment be laced on all septic tank components field due to the potential to compact soil. Extensions P to allow access to them from existing grade. Precast concrete tanks u d e x endb of on boxes s outo all ld be used, unless plastic or fiberglass is required. Septic tank risers tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS ch ambers fibers anddistribution pipes. construction. The OWS observation should be performed before backfill, after place 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. Onsite Wastewater Systems Page 3 LIMITS: The design is based on information submitted. If soil conditiodnsbeenn encountered OWS construction conditions described in report, ALL SERVICE septic, LLC shoal specified in this report must follow must be according to the county regulations. Requirements not spec county regulations. The installer should have documented ademonstrated knowledge of the requirements and regulations of the county in which they areworking. please call with questions. Sincerely, o�pp0 LlCtysF Reviewed By: ALL SERVICE septic, LLC •Q o :S2 3grsv Richard H. P Timothy R. Petz 3 copies PROFILE HOLE INFORMATION ALL SERVICE septic, LLC 970-618-5033 PROFILE TOPSOIL, ROOT ZONE, CLAYEY SAND, CLAYEY, TO CLAY, SANDY, WITH SCATTERED 4 COBBLES, MEDIUM DENSE, MOIST, RED / BROWN im NO GROUNDWATER ENCOUNTERED DURING DIGGING OR WHEN CHECKED ON JULY 24TH 2008 PR�JECZ N0.1� July 15, 2008 Mr. Tim Petz, P.G• PO Box 2844 Glenwood Springs, CO 81602 Re: Septic Percolation confirmation for Nieman/Burns Lot 7, Block 1, White Horse Springs Subdivision Dear Tim, the 07. Per This letter is fol Your records as a verification of the peculation pits conductaccordined to the Pitkinof 0County my instruction, John Nieman dug appropriate P reports from we received regulations available at atltim uWs per h observation, Below is antableuof my testing record. John, consistent results averaging Inches of drop 1 P2P3 ► ime 0 0 0 11:50 2 1.5 1 12:06 2 3 2 12:25 1 1 12:39 0:49 MEAS. AVG. inches Start, add water to the pre-soaked holes Filled back to the start time measurements Reading Reading Total test time PERC AVG inches TEST TIME minutes EQUAL minutes per TO: inch Not encountered, no known record of groundwater GROUNDWATER AT: issues permit set (attached). The its are approximately shown on the existing conditions plan of the building p all night, and had filled them While this shows a 49 minute test time, John had these holes soaking g once already before I even arrived on site. A full observational test pit is still likely to be required by county staff but John should be able to dig this. Respectfully submitted, Rick i'� P.E. 36749. _� _ t - 2007-33/L-080715-septicperc.doc i J. Re: Septic Percolation confirmation for Nieman/Burns Lot 7, Block 1, White Horse Springs Subdivision Dear Tim, the 07. Per This letter is fol Your records as a verification of the peculation pits conductaccordined to the Pitkinof 0County my instruction, John Nieman dug appropriate P reports from we received regulations available at atltim uWs per h observation, Below is antableuof my testing record. John, consistent results averaging Inches of drop 1 P2P3 ► ime 0 0 0 11:50 2 1.5 1 12:06 2 3 2 12:25 1 1 12:39 0:49 MEAS. AVG. inches Start, add water to the pre-soaked holes Filled back to the start time measurements Reading Reading Total test time PERC AVG inches TEST TIME minutes EQUAL minutes per TO: inch Not encountered, no known record of groundwater GROUNDWATER AT: issues permit set (attached). The its are approximately shown on the existing conditions plan of the building p all night, and had filled them While this shows a 49 minute test time, John had these holes soaking g once already before I even arrived on site. A full observational test pit is still likely to be required by county staff but John should be able to dig this. Respectfully submitted, Rick i'� P.E. 36749. _� _ t - 2007-33/L-080715-septicperc.doc i Owner 4J4 p a oA 3 -6�1-- 00 x010 PI.TIaN COUNTY HEALTH DEPARTWZT �u nCEYPT NUMBER FIS'EMIT NUM97-R p -j Phone Address Phone Contractor Se� Address Lot size Location of system, Legal descriptiono Lj/v✓� S el e,- Ci s -%ice a� g30' /Y�. 7)ate Number of beLooms Signature of o* mer minutes per inch Percolation test Bats Minimum. recommended absorption system size O _ 4 1 l ! - _ A. Minimum recommended tank size I ermit year From date- gpplicat?on to become p permit application 'v"L is one y Retain this form at the only after lower portion is completed anc� signed. site. DRAWING OF SYSTEM r -/6 �s�_ a o t o o Oar j. j ,j,,e," r M m I� o 'tarian l<� f `�3 anz DateS o� ___ l '.I v�v ON 3��(!OS3� idN Nlidah u�It�N' 4"a� l0 � 6 $O�Z 'til '11i m White Horse Springs Water District September 9, 2008 Offices of, Pitkin County Planning and Zoning & Environmental Health, Concerning Block 1, Lot 7, 2680 McLain Flats Road, Aspen, Colorado White Horse Springs Water District has been supplying water to this residence for over 30 years and will continue to supply them with water. White Horse Springs has ample potable in -house -use water for this residence, as well as all the other houses in the White Horse Springs Water District. Our water complies with all state and federal regulations. If you have any questions, please contact, water district superintendent, Ron Ferguson, at 1-970-963-3180 or e-mail - HYPERLINK "mailto:ronpatferguson@comcast.net" ronpatfergusonCa,Som egg net Thank you, Ron Ferguson WHITE HORSE SPRINGS WATER AND SANITATION DISTRICT POST OFFICE BOX 808 ASPEN COLORADO 81612 TO PITKIN COUNTY ENVIRONMENTAL HEALTH DEPT. This 1 0 ale water district has sufficient water supply to provide water to Ir ck 1 LOT 7- 268 lain Flates Road. If any question please contact Ron Feuson Water District Superintendent and operator in charge, at 963-3180 37i Q,V A% �D � RS�UR FS C�J Parcel Detail .. Now Pitkin County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I 'Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Owner Name and Address WAGNER PROPERTIES LLC 80 GLEN GARY DR ASPEN, CO 81611 Legal Demon JSUB:WHITE HORSE SPRINGS BLK:1 LOT:7 SECT,TWN,RNG:34-9-85 DESC: A TR OF LAND SIT IN LOTS 11,12 & 22 34-9-85 W OF THE 6TH PM LYING SLY OF THE CENTER LINE OF A 30 FT RD EASEMENT & NLY OF THE VAN CLEAVE PLACER USMS 6832 BGNNG AT A PT ON THE NLY LINE OF SAID PLACER BETWEEN COR NO 23 & 24 OF SAID PLACER WH THE 4 COR COMMON TO SEC 34 & 35 OF SAID TOWNSHIP & RANGE BEARS S 48 DEG 59'00"E 1186.48 FT TH N 45 DEG 00'00"W 277.09 FT ALNG THE NLY LINE OF SAID PLACER TH N 02 DEG 02'00"W 134.00 FT TO THE NE COR OF SAID LOT 22 TH S 89 DEG 47'00"W 126.92 FT ALNG THE SLY LINE OF SAID LOT 11 TO A PT ON THE NLY OF SAID PLACER TH N 45 DEG 00'00"W 161.00 FT ALNG THE NLY LINE OF tail Page 1 of 4 http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=R006241 5/28/2008 MEMORANDUM To: Michael Kraemer, Planning Department From: Carla Ostberg, Environmental Health & Natural Resources Department Date: March 10, 2008 Re: Neiman/Burns Activity Envelope, Site Plan, Special Review for a Caretaker Dwelling Unit, and Special Review for TDR (PID 2643-341- 00-010, Case P002-08) SUMMARY OF RELEVANT PARTS OF APPLICATION: The applicant is requesting approval for an Activity Envelope and Site Plan review for a new residence, the renovation of the existing residence into a CDU, and a two -stall barn, a paddock, and a horse pasture. DISCUSSION: The Pitkin County Environmental Health & Natural Resources Department has reviewed the details of the Neiman/Burns application under the authority of the Pitkin County Land Use Code and the Pitkin County Onsite Wastewater Treatment System (OWTS) Regulation and has the following comments. On March 5, 2008, Carla Ostberg and Mike Kraemer of the Pitkin County Community Development Department and Mitch Haas, representative of the applicant, conducted a site visit to the property. The site was snow-covered at the time of the visit. --- WATER SUPPLY: The application indicates that water is provided for the existing home from the White Horse Springs water distribution system as part of the subdivision agreement. The service will be expanded to serve future development on the property. In connection with any OWTS Construction Permit for the property, this Department will require a letter from the White Horse Springs Water District confirming they have sufficient water to supply the development and have agreed to do so. --- SEWAGE TREATMENT AND COLLECTION: The existing septic system on the property was originally permitted in 1972 and our records show the system consists of a 1000 gallon fiberglass tank and 900 square feet of absorption area to accommodate four bedrooms. A drawing was provided to show approximate locations of the tank and absorption field. The application indicates a desire to use this existing system to serve the existing residence which will be remodeled into a one bedroom CDU and a new barn with a sink and toilet. Printed =Recycled Pape[ If the applicant intends to use this existing system, it must be evaluated by a Professional Engineer. The system must comply with sizing criteria outlined in the County's OWTS regulations. Documentation of this evaluation must be provided to the Environmental Health and Natural Resources Department prior to issuance of any Building Permits on the property. The proposed main house on the property will be served by a new OWTS. The location of this proposed OWTS is in the current location of an existing (partially underground) garage. When the garage is demolished and removed, it will result in significant disturbance to the native soils. Any replacement fill must be reevaluated to determine feasibility of an absorption area in this location, as well as appropriate sizing of the system. All OWTSs installed within Pitkin County require OWTS Construction Permits issued by the Environmental Health & Natural Resources Department, and must comply with the County's OWTS regulations, effective March 8, 2008. The County cannot issue a Building Permit until an OWTS Construction Permit has been obtained, or the exiting system has been assessed as suitable to serve the proposed development. Printed on Recycled Paper 10 Parcel Detail Pitkin County Assessor/Treasurer Parcel Detail Information Page 1 of 4 Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Parcel Detail Basic Building Characteristics I Tax Information Value Detail I Sales Detail Residential/Commercial Improvement Detail Land Detail Photographs Owner Name and Address BURNS SUSAN L 257 GLEN EAGLES DR ASPEN, CO 81611 Legal Description FSLrB•WHITE HORSE SPRINGS BLK:1 LOT:7 CCT,TWN,RNG:34-9-85 DESC: A TR OF FLAND SIT IN LOTS 11,12 & 22 34-9-85 F OF THE 6TH PM LYING SLY OF THE CNTER LINE OF A 30 FT RD EASEMENT ONLY OF THE VAN CLEAVE PLACER USMS 6832 BGNNG AT A PT ON THE NLY LINE FOF SAID PLACER BETWEEN COR NO 23 & 244 OF SAID PLACER WH THE 4 COR COMMON TO SEC 34 & 35 OF SAID C)WNSHIP & RANGE BEARS S 48 DEG [59'00"E 1186.48 FT TH N 45 DEG FOO'00"W 277.09 FT ALNG THE NLY [LINE OF SAID PLACER TH N 02 DEG [02'00"W 134.00 FT TO THE NE COR OF FSAID LOT 22 TH S 89 DEG 47'00"W http://www.pitkinassessor.org/assessor/Parcel. asp?AccountNumber=RO06241 3/5/2008 Parcel Detail Page 2 of 4 0 126.92 FT ALNG THE SLY LINE OF SAID LOT 11 TO A PT ON THE NLY OF SAID PLACER TH N 45 DEG 00'00"W 161.00 FT ALNG THE NLY LINE OF SAID PLACER TH N 72 DEG 17'00"E' 417.02 FT TO A PT IN THE CENTER OF SAID RD EASEMENT TH S 65 DEG 10'00"E 250.00 FT ALNG THE CENTER LINE OF SAID RD EASEMENT TH 198.88 FT ALNG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 771.72' FT THE CHORD OF WHICH BEARS S 72 DEG 33'00"E 198.35 FT TH S 42 DEG 5745W 544.89 FT TO A PT ON THE NLY LINE OF SAID PLACER THE POB Location 2007 Property Tax Valuation Information Basic Building Characteristics Number of Residential I Buildings: http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=R006241 3/5/2008 Parcel Detail Page 3 of 4 Number of Comm/Indl 0 F -- Transaction Type Amount C 1997 Tax Amount $4,000.18 CF— Residential Building' Occurrence 1 Characteristics C $3,771.94 E 1998 Tax Payment: Whole C FIRST FLOOR: 650 7 STORAGE AREA: 11550 Tax Payment: Second Half j CARETAKER APARTMENT: 400 FINISHED GARAGE: 850 C WOOD BALCONY: 1104 F 2ND FLOOR: 1,256 CTotal Heated Area: C Property Class: 2,306 SINGLE FAM RES- IMPROVEMEN C Actual Year Built: I 1981 C Effective Year Built: 1981 CBedrooms: j 4 C Baths: 114 C Quality of Construction: GOOD T 12 C Exterior Wall: IFT6NE C Interior Wall: JFDRYWALL C Floor: JFCARPET C Heat Type: ELE.B/B C Heating Fuel: I ELECTRIC C Roof Cover: BUILT-UP C Roof Structure: IFFLAT F Neighborhood: WHITE HORSE SPRINGS C Super Nbad: STARWD AND WHS Tax Information CCax Year Transaction Type Amount C 1997 Tax Amount $4,000.18 1997 Tax Payment: Whole ($4,000.18) C 1998 Tax Amount $3,771.94 E 1998 Tax Payment: Whole ($3,771.94) C 1999 Tax Amount $4,582.80 F 1999 Tax Payment: First Half ($2,291.40) 1999 Tax Payment: Second Half j ($2,291.40) httD://www.i)itkinassessor.org/assessor/Parcel.asp?AccountNumber=RO06241 3/5/2008 2'x12' RAFTERS ON 18" WITH R-38 INSULATION NEW 8'x8" DECORATIVE BEAMS ON V CENTERS EXTERIOR WAI OUT 3' WITH 3' INSULATION AI GYPSUM SOAF 3- CONCRETE WITH RADIANT OVER 374` SUB NEW R-20 INSt TO BE INSTALI FLOOR JOIST 1 EXISTING WC JOISTS IN BEA EXISTING 4' C EXISTII SCALE: IT= EXISTING STONE BUILDING - SHOWING NEW ONE BED ROOM FLOOR PLAN - CDU 929 SQ. FT. SCALE. 1/4'= T-0" 705 tIDGE LINE = 7902 'E = 7895 I 7878 7884 7884 7880 7878 7902 7894 t WEST ELEVATION SCALE: 3116'= 1'.0" EAST ELEVATION SCALE: 3/16'= 1 W 7680 7878 EXISTING STONE HOUSE AS RENOVATED WITH NEW ROOFS AND WINDOWS SHOWN t 3� 7878 NORTH ELEVATION SCALE: 3/18"= 1'-0" 7900 79C 7RF SOUTH ELEVATION SCALE: 3/16' = 1'-0" 1T' " EXISTING STONE BUILDING SECTION - SHOWN AS RENOVATED SCALE: 1/4"=1'-0' 7902.6 EXISTING STONE HOUSE AS RENOVATED WITH NEW ROOFS AND WINDOWS SHOW V rA M301 w' I JZold 0 IL i aco Q W m Z 4 2G8.95� � Wrr. foR 90 7 a `e jimilk I___ - x.wank. BURNS/ NEIMAN ACTIVITY ENVELOPE AND SITE PLAN s5� f LOT 7, BLOCK I NOTES: +fit RS,�E / o \\ WHITE HORSE SPRINGS SUBDIVISION A TLEGAAODESCRIF LANDPTION: NATED M LOTS 11,12 AND 22 OF SECTION NO. -14, TOWNSHIP 9 ♦ 4 p1 ��C+ ), A,� \ SOUTH, RANGE &5 WEST OF THE SIXTH PRLNCIPAL MERIDIAN, LYING HESOUTHERLY OF THE �Zf .rJ V (' CENTER LINE OF A 30 FOOT ROAD EASEMENT AND NORTHERLY OF THE VAN CLEAVE NHT / r PiTKIN COUNTY, COLORADO PLACER (UNITED STATES MINERAL SURVEY NO. 8832) DESCRIBED AS FOLLOWS, . • o ^ ^ �� - � BEGINNING AT A P01NT ON THE NORTHERLY LINE OF CS PLACER BETWEEN CORNERS N0. r 23 AND 24 OF SAID PLACER WHENCE THE QUARTER CORNER COMMON TO SECTIONS 34 • � ` /�.S R > �_ AND 35 OF SAID TOWNSHIP AND RANGE SEARS S48'S9'00"E 1186.48 FEET; •+,4ap„ THENCE N45'00OTW 277.09 FEET ALONG THE NORTHERLY LINE OF SAID PLACER; J / / THENCE NO2'02'00"W '.34.00 FEET TO THE NORTH WEST CORNER OF SAID LOT 22; THENCE p01NAG pN ®THE7 NORTHERLY LI00'W 128-92 NE FE OF SDP CER;THE E�Y UNE OF SAID LOT ti TO A VV i THENCE N45,D&DeW 187.00 FEET ALONG THE NORTHERLY LINE Of $ATO PLACER; THENCE N73'17'OD"E 417.02 FEET TO A POINT ttH ?H£ (ANTER OF SAID ROAD EASEMENT; 4 , °,.r• . r Q REL3AR NI�.D RPL THENCE 565'1010 E 25000 FEET ALONG THE CENTER LINE OF SAID ROAD EASEMEN?; A •' I�2oPoSED U� _ THENCE 19886 FEET ALONG THE ARC OF A CURVE 10 THE LEFT HAVING A RADIUS OF 2,0133 771.72 FEET THE CHORD OF WHICH BEARS S72'33b0"E 19&36 FEET; N'E•1 3RQi� A / �'I'yW vicE'�AG <q �� 3womRRK = 7682.69 THENCE S4251,45'W 644.89 FEET TO A POINT ON THE NORTHERLY LINE OF SAID PLACER. T 1�,r, p� / �n(A�Q" y � ,PRY R THE POINT OF BEGINNING, PI "IN COUNTY, COLORA00. Ggv�Cfr� APT y/. A ' ®� \ ...�C•}� %4• ./ � `��� .... ` � R&. "�" �\ ALSO KNOWN AS LOT 7, BLOCK t WHITE HORSE SPRINGS SUBDIV15fOk. ��78 Tm 3E cc ti�LErEL ti r i RErnoVED c r 4 t 't ' �p�� '7%`R 2 BENCHMARK -7882.69' AT PROPERTY CORNER ALONG THE NORTHERLY PROPERTY ` r ♦ # °t • t a } .7884 ""_�--.d _ — � LINE. - r 3) CONTOUR tNT£RVAL IS TWO (y21�FEET. rt•, ..1� ,yV�°x. tai, / / 7C78T�'� ' �' '� ..� — ` .`�A-V iP.jPE Te F1 -60L i 4T SW0046 Real r t/A .`"•.#�.�•���%/�• � � % Poste 4 ; . ' ` • i w +� f ° f' r# r / 41 1 C \ S I UR / / - c•n c R . ISO 8e' \ rNIPA 72 s M$i FuLu, dlP � � �"t•f,: ` `" °,x' �" � •r ��1 c��•` � `\•\ ✓ +� �jp /�� � � ._.._.. �' ✓ M� .yam__ � _k- �. 10�� ►en: tdt• +"tr `x`t t x`° K • Y • '\�\rF �{ �`� yO ` \ •\ ��� .+– ,-- .r 1 `"" v� J / / "mss / A, •+"�• t s . • . w 7&9©--.r ��. .�/ � � i, ••�•.',/ �' cc L I '\��L1 ^'tt�fi\• �. 7jSriiY'Y�t.�� �.t T' y t t:�/x`x, �y ■ ♦ + ��; A.Y '� 4 � , {f�. � ..� - .. r s r � wTb 7882� LE6E Qs C,;1,• K A ELEJWc; l CMITOkkk L1N£S y / A ! gyp. S77cIc�D 3atLR$alaiar LAWN �aPeSE� �a_ R / - / .� s•� � �${L� ��fjTn191 �` D[fAD4wk4 'ITkil C, *,W Sw£ 5wc Tun f '� .\ ' �.�-- - " � t+'rr1. �"+•ta ♦ ♦ f s` " Nr,�$ !Z,)pnluf4 RSPftI 63 Ten tib L E Rack S / , 7894 FF _�37�,,/ 4 � �� — — � - r..v * r.k` i..�'• A + r.... "f� © h �® �i�� �lt' twr" P*Yf —7 Pl&- 76 cat _V..r. t+kt4tr *"t r�'� O w- .'•r,` gyp +f �'l�C� �' .w°��–/r7 � � ,�.n --- � - 4�` f Y • i . xit � r ,H h�,'; ie. �.2 –• 7 Gi, / _____ ♦1T L15'i Sc E.JtSfL 2t —7 900 y 79OZr r`r. ,. _ i 1 -r- (✓ I �/ l ry r ty . r ' �." ` 7500 (4/7' Ki♦t.--moi 5 I f9'1 s?!rY R T.� � � J .� "-.� � �SQ� ca✓ipNwooD '�om�+�✓: �He A+✓o SwsasR . Td6 Erre ISA 5A4�®w� 6�vaS WeSCTATa — T'IfJc_, .S,H�t•AiSS AFK vrr#mrnMr><A-r41Y. �1 C4--,L4it71R�stl MMM .OKCAS�3TNW°L. Alii 2a,tcwrt�s s; SYP��+,+7s 4Ecs4ti-TekTtg._ ;7a 7� � RT+�sa s+e€6gR?4t' gFtD c•ro� Kf.RSY sc,Trsaw 7q r CJ 4i59.Amm e .vonse .,aawcslu+x'r. cws c FAxn r1i3 / h F J!Z ' �P1W,iN ` ;:,I=Pt!CANT ACKNOWLEDGES THAT HEJSHE HAS BEEN INFORMED BY PIYKMI Cd7-RY OF THE • -c� 0 EXiSTENC'c OF ENVIRONMENTAL HAZARD AREAS THAT ktlGWT AFFECT THE PROPER?Y. ANY �14� ,f IMPROVEMENTS. AND THE USIAND OCCUPANOY "!HEREOF, THE PRCNASYONS OF THE P'gl' )\ P°' COUNTY REGULATIONS DO NOT IN ANY WAY ASSk1RE OR OdPLY THAT AREAS OWT910E OF DESIGNATED HAZ AREAS OLL BE FREE FROM HkZARDS, OR THAT APPROVED MInGATtON MEASURES WILL OU SAFETYOF ANY PROPERTY. SP; KE (,4�w :*'hLv.NJ Sv'SW.i k..�JRAY � � � 'a'•ff 1314�i+t, ...- C e� / / / � y � 5<�� I OWNEiH/APPLICANT:�- .,e. r! "I E #tr '' - Ra / ./ HEARING OFFICER y $,$ - $ �` /v? c 1 TI15 ACTIVITY ENVELOPE 911E PLAN HAS BEEN REn!ll ANO APPROVED BY THE PITKIN K _�S� qs CWNTY MEARIN OFFICER THIS DAV OF _r.2_�._. SUB,&CT TO H ARlNG OFFICER £xcEQo tis° DE RMiNAnON NO �-4"'_ aArs� RECORDED AS RECEPTION No. _�`�-' � .a�°,,. •1 _ ARINC (7FFiCER - $CRIB 1M %o" ACCEPTANCE OR RECORDING T1415 ACTIVITY ENVELOPE SITE PLAN HAS BEEN ACCEPTED FIX! FILING 0! THE OFFICE OF THE /�" •.a. = j k - ."'-"- M� RECEPTION#: 680666, 07/01!2008 a! CLERK AND REGO�R OF THE COUNTY OF PI STATE OF T BORAGO, AT PAM,. f AC- "�P 08:60:18 AM, 1 Of t. R 611.00.1anic# K. ATs�. °CLOCK, TF05 --.QDAY OF 4 IN PLAT BOOK _ .1/ I VO# Caudill, Pitkin Courtly, CO AS REt PT10N NU J i y Or� 2(0� • 31/ • iQ - c/o PLAT SK 87 PG 68 INi l9 vtri. CA. i 1�ca 6r_ e3d: k i! ♦• /T,'�15.0' ROADWAY EASEMENT ^ Y REBAR AND YPC LSM 9184 268.95' WIT. COB i eAi EXISTING DRAIN FIELD 900SF, TO ACCOMODATE PROPOSEDBARN WITH ONE BATHROOM AND 1 -BEDROOM ADU EXISTING 1000 -GALLON SEPTIC TANK. ADD AN EFFLUENT FILTE TO THE OUTLET. EXISTING SEWER PIPE EXISTING HOUSE TO BE REMODELED TO A 1-BEDR00M GUESTHOUSE SCALE 1" = 30' NORTH 0 25 50 ft ��.. 4" SEWER " \ �\^ PORT �U' ••-PLATE 6 PIPE WITH CLEANOUT �\ s� EXISTING BURIED GAS. CABLE & BARN ^\REBAR AND RPC WATER SERVICES 1 WITH. ` BATHROOA 1 ^. '1 LSM 20133 /^ - BENCHMARK— 7882.69' ��` ^ \ t it GRAVEL DRIVEWAY G \ ` 500 OBSERVATION t r'P Nx. PIPES ^' S E 'K -SIX GRAVELLESS CHAMBER TRENCHES.^\ % \jam° TOTAL NUMBER OF CHAMBERS MUST = 104 PASTURE FENCE ` I _ D ALTS �i� 2000 -GALLON, / 9 PROFILE TWO-COMPARTMENT.; ^, C1 �.` NEW UTIUT.ES ALONG NEW ,PITO CONCRETE SEPTIC.T'ANK /�� / DRIVE CORRIDOR DISTRIBUTION WITH EFFLUENT FITTER IN ATER-4" D.I.P. OR P.V.C. / 2 �T�^ J� P-1 BOX SECOND COMP TMENT C ELE IC, TELEPHONE, CABLE / `�' i �p 0 IN CON641'S.,^ ` i p yr 4" SEWER WITH WATER LINE i C, PIPE CLEANOUT _7_00"W-- 3.92' -----� oppc - I RET. ALL PROPOSED TON L 0 T 7 EX SEL SHALL BE STONE 5-BEDROQM I- RESIFNC, � 4.95 ACt Z �m N 1� 1 o NOTE: CL ? ANY SUBSURFACE STRUCTURES , MUST BE REMOVED BENEATH THE \ 1 DRAIN FIELD - AND ONSITE SOILS IMUST BE PLACED IN VOID AND 1 COMPACTED WITH VIBRATORY MACHINERY. �\ ♦ \ � F ♦ ♦ ti \S• 09\�G ♦ i M5 REBAR .19' NT. COR. PIKE 1' � 30.0' (STING DRIVE LED UP AND NTH NATIVE EXISTING TRANSFORMER & OVERHEAD TELEPHONE SWEEP 12 WAY CLEANOUT DETAILS (N.T.S) YPICAL SLLP-EN PVC CPP PP SEVER LII r SC m P.V.C. 0 Llto��� 2000 -Gallon, 2 -Compartment S( luent Filter $Pike Sow./Ca Grip. M v Oar %gem with Grommet(.) F_O_ C.A" Un 5h (ie=�mmUeM�edN �eNw)e\ SidnMw SUN BNU SbpeC~ ty From Fr_ Cordu� U Q. Calndye NaWe . Nem, Peml P ow Wl U dedM 1-) torduil SeN--// Tpe, P�,K (=N a bOW) InMt Tro Venl GNG= EfteO D• targe 01Grohory. Oft.Mona sy.Um.• x- Nigh Level N•m Fl (opinPN) van ln. Porti efa MWY N9.R •'' ALARM IS man ob x OPTIONAL iEmmrt: Fnm cermege Sy;yL EM.1 FIW (Ari) 4WM TANK SPECIFICATIONS CAPACITY REQUIRED AT BARN AND ADU = q X 1.5 X (30 HOURS/24 HOURS) = 347 GALLONS REQUIRED TANK(S) AT BARN = 1000 -GALLON, TWO-COMPARTMENT EXISTING TANK - MUST ADD EFFLUENT FITLER. CAPACITY REQUIRED AT MAIN RESIDENCE = q X 1.5 X (30 HOURS/24 HOURS) = 1875 GALLONS REQUIRED TANK(S) AT MAIN RESIDENCE - 2000 -GALLON, TWO COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER. TYPICAL PLAN VIEW - N.T.S. DISTRIBUTION BOX WITH BAFFLE BROUGHT TO GRADE INFILTRATOR(R) QUICK(TM) CHAMBERS, 3' X 4' 19 CHAMBERS LINES TO ADDITIONAL 18 TRENCHES - THREE ADDITIONAL TRENCHES HAVING 17, 16, AND 15 CHAMBERS RESPECTIVELY INFILTRATOR(R) QUICK4(TM) CUT SHEET DESIGN FOR MAIN RESIDENCE 5 -BEDROOM MAIN RESIDENCE, >6000 SF = 1000 GALLONS PER DAY (100 GALLONS PER/DAY/PERSON X 2 PEOPLE/BEDROOM) TOTAL LOADING = q = 1000 GALLONS PER DAY PERCOLATION RATE = 12 MINUTES PER INCH CALCULATED AREA = (((1.5 X q) X sqrt 12) / 5) X 1.4) = 1456 SF REDUCTION OF 30%= 1020 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER 2 TRENCHES WITH 19 CHAMBERS 1 TRENCH WITH 18 CHAMBERS 1 TRENCH WITH 17 CHAMBER 1 TRENCH WITH 16 CHAMBERS 1 TRENCH WITH 15 CHAMBERS TOTAL NUMBER OF CHAMBERS = 104 PROPOSED NEW INFILTRATIVE AREA = 1027 SF CIX TOTAL TRENCHES QUICK4(TM) END CAPS V 4N. OBSERVATION/VENT PIPES (TYP.) 3' 1'4" CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC TRENCHES MUST BE LEVEL OBSERVATIONIVENT PIPE WITH CAP BACKFILL SLOPE FOR DRAINAGE---__. 6'MIN.-7) II 1 2' INFILTRATOR(R) EQUICK4(TM) EXTENT OF EXCAVATION CHAMBER, Y X 4' SCARIFY SURFACE DESIGN FOR ADU AND BARN 1 -BEDROOM ADU, <6000SF = 150 GALLONS PER DAY (75 GALLONS PER/DAY/PERSON X 2 PEOPLE/BEDROOM) BARN WITH BATHROOM (1 'RANCH HAND' (1 PERSON/DAY)) = 35 GALLONS PER DAY (TOILET @ 25 GALSIDAY + SINK @ 10 GALS/DAY) TOTAL LOADING = q = 185 GALLONS PER DAY PERCOLATION RATE = 12 MINUTES PER INCH CALCULATED AREA = (((1.5 X q) X sqrt 12) / 5) X 1.4) = 270 SF REQUIRED AREA = 270 SF MAY USE EXISTING 1000 -GALLON TWO-COMPARTMENT TANK, WITH ADDED FILTER AND EXISTING 900 SF DRAIN FIELD. 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 ALL SERVICE septic, LLC LOT 7, BLOCK 1, WHITE HORSE SPRINGS Project NO. 1509 PO BOX 2844 PITKIN COUNTY, COLORADO ONSITE WASTEWATER SYSTEM DESIGN 07-29-08 GLENWOODSPRINGS, C081602 970.618-5033 NEIMAN RESIDENCE 48" 4- PVC PIPE— (EFFECTIVE LENGTH) TO GO INTO �Q� 6ii PORT �U' ••-PLATE 6 DESIGN FOR MAIN RESIDENCE 5 -BEDROOM MAIN RESIDENCE, >6000 SF = 1000 GALLONS PER DAY (100 GALLONS PER/DAY/PERSON X 2 PEOPLE/BEDROOM) TOTAL LOADING = q = 1000 GALLONS PER DAY PERCOLATION RATE = 12 MINUTES PER INCH CALCULATED AREA = (((1.5 X q) X sqrt 12) / 5) X 1.4) = 1456 SF REDUCTION OF 30%= 1020 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER 2 TRENCHES WITH 19 CHAMBERS 1 TRENCH WITH 18 CHAMBERS 1 TRENCH WITH 17 CHAMBER 1 TRENCH WITH 16 CHAMBERS 1 TRENCH WITH 15 CHAMBERS TOTAL NUMBER OF CHAMBERS = 104 PROPOSED NEW INFILTRATIVE AREA = 1027 SF CIX TOTAL TRENCHES QUICK4(TM) END CAPS V 4N. OBSERVATION/VENT PIPES (TYP.) 3' 1'4" CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC TRENCHES MUST BE LEVEL OBSERVATIONIVENT PIPE WITH CAP BACKFILL SLOPE FOR DRAINAGE---__. 6'MIN.-7) II 1 2' INFILTRATOR(R) EQUICK4(TM) EXTENT OF EXCAVATION CHAMBER, Y X 4' SCARIFY SURFACE DESIGN FOR ADU AND BARN 1 -BEDROOM ADU, <6000SF = 150 GALLONS PER DAY (75 GALLONS PER/DAY/PERSON X 2 PEOPLE/BEDROOM) BARN WITH BATHROOM (1 'RANCH HAND' (1 PERSON/DAY)) = 35 GALLONS PER DAY (TOILET @ 25 GALSIDAY + SINK @ 10 GALS/DAY) TOTAL LOADING = q = 185 GALLONS PER DAY PERCOLATION RATE = 12 MINUTES PER INCH CALCULATED AREA = (((1.5 X q) X sqrt 12) / 5) X 1.4) = 270 SF REQUIRED AREA = 270 SF MAY USE EXISTING 1000 -GALLON TWO-COMPARTMENT TANK, WITH ADDED FILTER AND EXISTING 900 SF DRAIN FIELD. 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 ALL SERVICE septic, LLC LOT 7, BLOCK 1, WHITE HORSE SPRINGS Project NO. 1509 PO BOX 2844 PITKIN COUNTY, COLORADO ONSITE WASTEWATER SYSTEM DESIGN 07-29-08 GLENWOODSPRINGS, C081602 970.618-5033 NEIMAN RESIDENCE