The URL can be used to link to this page

Home My WebLink About15-Response to NTCKarp_Neu_HAanIonw Karl J. Hanlon kjh@mountainlawfirm.com June 9, 2017 Sander N. Karp* James S. Neu Karl J. Hanlon Michael J. Sawyer James F. Fosnaught Jeffrey J. Conklin Andrew A. Mueller " Fellow of the College of Labor and Employment Lmvyers Hand Delivery Patrick Waller, Senior Planner Community Development Department Garfield County 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Matthew L. Trinidad Patrick L. Barker Jon T. Hoistad Delphine F. Janey Of Counsel Richard I. Zuber** Anna S. Itenberg Greg S. Russi "" Fellow of the American Academy of Matrimonial Lawyers Re: Response to NTC Letter Hanlon ADU — GAPA-05-17-8548 Dear Patrick: Thank you for your letter regarding my application for an ADU Carbondale. The following addresses the numbered items in your June 1, 2 1. Please provide a list of all mineral owners for the subject statement about how and when public records were researched. Glenwood Springs Once 201 14th Street, Suite 200 P. O. Drawer 2030 Glenwood Springs, CO 81602 Aspen Office*** 323 W. Main Street, Suite 301 Aspen, CO 81611 Montrose Once *** 1544 Oxbow Drive, Suite 224 Montrose, CO 81402 Telephone: (970) 945-2261 Facsimile: (970) 945-7336 www.mountainlawfirm.com """All correspondence should be sent to the Glenwood Springs office at 271 Willow Lane, 017, letter. property as well as a Applicant, a Colorado Licensed attorney, has conducted for purposes of the Application a limited title search relating to the mineral estate in the records of the Garfield County Clerk and Recorder. A partial basis of the limited title search comprised exclusions from Applicant's title insurance policy for the Property relating to "reservation of an undivided one-third interest" to the mineral estate "by Mars Gerbaz in Deed Recorded March 29, 1961 in Book 333 at Page 152" and "by John L. Heuschkel and Olive M. Heuschkel in Deed recorded April 19, 1963 in Book 348 at Page 347." Applicant first consulted the referenced deeds to determine: 1) whether and the extent to which the subject property is embraced by the lands described in the deeds, and if the property is embraced, 2) whether the second attempt to reserve a one-third interest failed under the Duhig rule, as adopted by Colorado in O'Brien v. Vill. Land Co., 794 P.2d 246 (Colo. 1990) and reated cases. Applicant concluded that the property is entirely embraced within the land described in the deeds and that the Heuschkels' subsequent reservation attempt failed under the Duhig rule. Therefore, and in view of there being no other mineral reservation or conveyance exclusions from Karp_Neu.HAanIonw Response to NTC Letter Hanlon ADU — GAPA-05-17-8548 Page 2 Applicant's title insurance policy, Applicant further concluded that he is vested with title to 2/3 of the mineral estate and that title to the remaining 1/3 interest is vested in successors to Mars Gerbaz. Specifically, recorded documents reveal that title to the 1/3 interest reserved by Mars Gerbaz is vested in the Estate of Matilda Gerbaz, subject to conveyance to the heirs of Orest Gerbaz pursuant to the Determination of Heirship recorded at Reception No. 240480. In light of other facts disclosed by recorded documents, Applicants propose provision of notice regarding the 1/3 interest not held by Applicant to the following: Estate of Matilda Gerbaz/Heirs of Orest Gerbaz; c/o Harvey Telinde; 994 Brush Creek Lane; Glenwood Springs, CO 81601. 2. The Application materials for the Onsite Wastewater Treatment System from High County Engineering are for a proposed septic system that serves six bedrooms, and the letter states, "Current existing OWTS is sufficient to serve and is currently serving the property." The only permit I could locate in the County Building Records was from 2013 and was for three bedrooms. Please address this discrepancy. It was a misunderstanding of the system at the time of the 2013 permit. Notwithstanding that the tank is of sufficient size. Due to other concerns we are installing a new engineered leach field (Please see attached permit application). 3. Thank you for addressing Section 7-107 in your application. Please provide a statement and a demonstration of conformance that addresses whether or not the access from the County Right -of -Way to the proposed use (Accessory Dwelling Unit), meets the standards described in Table 7-107: Roadway Standards. 7-107. ACCESS AND ROADWAYS. All roads shall be designed to provide for adequate and safe access and shall be reviewed by the County Engineer. A. Access to Public Right -of -Way. All lots and parcels shall have legal and physical access to a public right-of-way. Please see Resolutions 1990-91 and 1990-92 attached to the prior submitted materials confirming access. B. Safe Access. Access to and from the use shall be safe and in conformance with applicable County, State, and Federal access regulations. Where the Land Use Change causes warrant(s) for improvements to State or Federal highways or County Roads, the developer shall be responsible for paying for those improvements. The proposal requires no change to a State, Federal, or County Road. C. Adequate Capacity. Access serving the proposed use shall have the capacity to efficiently and safely service the additional traffic generated by the use. The use shall not cause traffic congestion or unsafe traffic conditions, impacts to the County, State, and Federal roadway system shall be mitigated through roadway improvements or impact fees, or both. Karp_Neu.HanlYonm Response to NTC Letter Hanlon ADU — GAPA-05-17-8548 Page 3 Existing public right-of-way as noted on the previously supplied Plat indicates at ROW for thirty-five feet which exceeds the required roadway standards D. Road Dedications. All rights-of-way shall be dedicated to the public and so designated on the Final Plat. They will not, however, be accepted as County roads unless the BOCC specifically designates and accepts them as such. Please see Resolutions 1990-91 and 1990-92 attached to the prior submitted materials. E. Impacts Mitigated. Impacts to County roads associated with hauling, truck traffic, and equipment use shall be mitigated through roadway improvements or impact fees, or both. Not applicable. F. Design Standards. Roadways, surfaces, curbs and gutters, and sidewalks shall be provided as follows: Circulation and Alignment. The road system shall provide adequate and efficient internal circulation within the development and provide reasonable access to public highways serving the development. Roads shall be designed so that alignments will join in a logical manner and combine with adjacent road systems to form a continuous route from 1 area to another. See Plat. Table 7-107 Roadway Standards Design Standards Major Collector Minor Secondary Semi Rural Access Collector Access Primitive Primitive/ Driveway Public Land Access Design Capacity (ADT) 2501+ 401- 2500 201— 400 101-200 21— 100 0 — 20 No Access to DU Minimum ROW Width (Feet) 80 60 50 50 40 15 to 301 30 Lane Width (Feet) 12 12 11 11 8 Single Lane 12 Single Lane 12 Shoulder Width (Feet) 8 6 Min. Paved 6 4 Min. Paved 6 4 Min. Paved 4 2 Min. Paved 2 0 0 Ditch Width (Feet) 10 10 6 6 4 32 0 Cross Slope 2% 2% 2y, 2% Chip/Seal 3% Gravel 2% Chip/Seal 3% Gravel 2% n/a Shoulder Slope 3% 3% 5% 5% 5% n/a n/a Design Speed 35 mph 35 mph n/a n/a n/a n/a n/a Minimum Radius (Feet) 425 185 80 80 50 40 n/a Maximum % Grade 8% 8% 10% 12% 12% 12% 12% Surface Asphalt or Chip/Seal Chip/Seal Chip/Seal or 1 Gravel Gravel Gravel Native Material n/a As determined adequate in an engineering review. Primitive road either an easement or ROW. 2 If determined necessary for adequate drainage. shall be dedicated ROW, driveway can be dedicated as Circulation and Alignment. The road system shall provide adequate and efficient internal circulation within the development and provide reasonable access to public highways serving the development. Roads shall be designed so that alignments will join in a logical manner and combine with adjacent road systems to form a continuous route from 1 area to another. See Plat. Karp_Neu.HAanlonm Response to NTC Letter Hanlon ADU — GAPA-05-17-8548 Page 4 Intersections. No more than 2 streets shall intersect at 1 point, with a minimum of 200 feet between off -set intersections, unless otherwise approved by the County. See Plat. 3. Street Names. Street names shall be consistent with the names of existing streets in the same alignment. There shall be no duplication of street names in the County. Not applicable. 4. Congestion and Safety. The road system shall be designed to minimize road congestion and unsafe conditions. See Plat. All roads are straight with 400+ sight lines. 5. Continuation of Roads and Dead -End Roads. Roads shall be arranged to provide for the continuation of major roads between adjacent properties when appropriate and necessary for traffic movement, effective fire protection, or efficient provision of utilities. Not applicable 6. Relationship to Topography. Streets shall be designed to be compatible with the topography, creeks, wooded areas, and other natural features. Combinations of steep grades and curves should be avoided. When, due to topography, hazards or other design constraints, additional road width is necessary to provide for the public safety by cut and/or fill area, drainage area, or other road appurtenances along roadways, then dedication or right -of way in excess of the minimum standards set forth in this Code shall be required. Please see Plat. Road is straight, virtually flat, with 400+ yard sight lines. 7 Erosion and Drainage. The road system shall minimize erosion and provide for efficient and maintainable drainage structures. Road has drainage ditches on both sides. 8 Commercial and Industrial. The roads and access in commercial and industrial developments shall be designed to minimize conflict between vehicular and pedestrian traffic. Not applicable. 9. Emergency Access and Egress. Roads shall be designed so as to provide emergency access and egress for residents, occupants, and emergency equipment. Emergency access shall comply with provisions of the International Fire Code and requirements of applicable emergency services, such as fire protection, ambulance, and law enforcement. To the best of Applicant's knowledge, the access road meets all such requirements. 10. Traffic Control and Street Lighting. Traffic control devices, street signs, street lighting, striping, and pedestrian crosswalks are to be provided as required by the County Road and Bridge Department or other referral agencies. 11. Drainage Structures. Karp_ Neu.Hanlonw Response to NTC Letter Hanlon ADU — GAPA-05-17-8548 Page 5 a. Roadway drainage structures such as bridges, culverts, cross pans, inlets, and curbs and gutters shall be provided as determined by design and in conformance with the County road standards. To the best of Applicant's knowledge, the access road complies. b. Culverts are required where driveways connect to roadways unless specifically exempted by the County Road and Bridge Department. It is the responsibility of the property owners to maintain their culverts free and clear of mud, silt, debris, and ice. Water that flows out of driveways must be diverted to ditches. Damage to a road caused by a blocked culvert, lack of culvert, or driveway Runoff is the responsibility of the property owner and costs of repairs by the County may be billed to the property owner as authorized by C.R.S. Title 43, Article5. To the best of Applicant's knowledge, the access road complies. 12. Roadside Ditches. Water flowing in roadside ditches shall be diverted away from the road as quickly as possible. In no case shall water travel in a roadside ditch for a distance greater than 800 feet or have a flow greater than 5 cubic feet per second during a 25 -year, 24-hour storm event. To the best of Applicant's knowledge, the access road complies. 4. Please re -submit the Land Use Change Permit Application Form with the Administrative Review section filled-in instead of the Amendments to an Approved LUCP. Please see attached application. Very truly yours, KARP NEU HANLON, P.C. nlon KJH:app Enclosures Garfield County Community Development Department 108 8t' Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.garfield-county.com LAND USE CHANGE PERMIT APPLICATION FORM TYPE OF APPLICATION = Administrative Review • Development in 100 -Year Floodplain • Limited Impact Review • Development in 100 -Year Floodplain Variance • Major Impact Review • Code Text Amendment • Amendments to an Approved LUCP ❑ LIR ❑MIR ❑ SUP • Rezoning ❑ Zone District ❑ PUD ❑ PUD Amendment • Minor Temporary Housing Facility • Administrative Interpretation • Vacation of a County Road/Public ROW • Appeal of Administrative Interpretation • Location and Extent Review • Areas and Activities of State Interest • Comprehensive Plan Amendment • Accommodation Pursuant to Fair Housing Act • Pipeline Development • Variance • Time Extension (also check type of original application) INVOLVED PARTIES Owner/Applicant Name: Karl Hanlon (Smiling Goat Ranch) Phone: ( 970 ) 379-2199 Mailing Address: PO Box 3188 city: Glenwood Springs State: CO Zip Code: 81602 E-mail: kjh@mountainlawfirm.com Representative (Authorization Required) Name: Phone: ( Mailing Address: City: State: Zip Code: E-mail: PROJECT NAME AND LOCATION Project Name: Hanlon ADU — GAPA-05-17-8548 Assessor's Parcel Number: 2 3 9 3. 3 5 4- 0 On _ 0 3 9 Physical/Street Address: 271 Willow Lane, Carbondale, CO 81623 Legal Description: Section: 35, Township: 7 Range 88 TR IN LOT 12 Zone District: Property Size (acres): 3.41 PROJECT DESCRIPTION Existing Use: Proposed Use (From Use Table 3-403): Description of Project: Permit request to convert an existing home legal non -conforming home on the property to an ADU on a 3.41 acre parcel in Rural zone district and to expand the home. REQUEST FOR WAIVERS Submission Requirements 0 The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List: Section: Section: Section: Section: Waiver of Standards 0 The Applicant is requesting a Waiver of Standards per Section 4-118. List: Section: Section: Section: Section: I have read the statements above and have provided the required attached information which is correct and accurate to the best of my knowledge. ^'1 / 'r June 9, 2017 Signature of petty Owner Date OFFICIAL USE ONLY File Number: -___ Fee Paid: $ Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.earfield-county.com ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT APPLICATION TYPE OF CONSTRUCTION 0 New Installation { CI Alteration El Repair WASTE TYPE 0 Dwelling I 0 Transient Use 0 Other Describe 0 Comm./Industrial 0 Non -Domestic INVOLVED PARTIES Property Owner: Karl Hanlon Phone: ((970) 379-2)199 Mailing Address: PO Box 3188, Glenwood Springs, CO 81602 Email Address: kjh@mountainlawfirm.com Contractor: TBD Phone: ( ) Mailing Address: Email Address: Engineer: High Country Engineering Phone: [ (970) 245 Ep26 Mailing Address: 1517 Blake Avenue, Glenwood Springs CO 81601 Email Address: rneal@hceng,com PROJECT NAME AND LOCATION Job Address: 271 Willow Lane, Carbondale, CO 81623 Assessor's Parcel Number: 2393-354-00-039 Building or Service Type: Single Family Home/ADU Sub. Lot Block #Bedrooms: 6 Garbage Disposal(Y/N) N Distance to Nearest Community Sewer System: N/A (several miles) Was an effort made to connect to the Community Sewer System: NO Type of OWTS ▪ Septic Tank I ❑ Aeration Plant 0 Vault O Recycling, Potable Use 0 Recycling O Chemical Toilet 0 Other O Vault Privy I I Composting Toilet 0 Pit Privy 0 Incineration Toilet Ground Conditions Depth to 15t Ground water table Percent Ground Slope Final Disposal by O Absorption trench, Bed or Pit I 0 Underground Dispersal 1:1 Above Ground Dispersal O Evapotranspiration 0 Wastewater Pond 0 Sand Filter O Other Water Source & Type Effluent El Well 0 Spring 0 Stream or Creek 0 Cistern O Community Water System Name Will Effluent be discharged directly into waters of the State? ❑ Yes El No CERTIFICATION Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and legal action for perjury as provided by law. I hereby acknowledge that 1 have read and understand the Notice and Certification above as well as have provided th, required information which is correct and accurate to the best of my knowledge. Property [ vfier Print and Sign �7 OFFICIAL USE ONLY Special Conditions: Permit Fee: Perk Fee: Total Fees: Fees Paid: Building Permit Septic Permit: Issue Date: Balance Due: BUILDING/ PLANNING DIVISION: Signed Approval Date PARCEL ID: 2393-354-00-039 OWTS DESIGN CALCULATIONS 2016: 3 -BEDROOM RESIDENCE AND 3 BEDROOM CABIN: • (75 GAUPERSONIDAY x 2 PERSONS/BEDROOM x 3 BEDROOM) • (75 GAL/PERSON/DAY x 1 PERSONS/BEDROOM x 3 BEDROOM) • DESIGN FLOW = O = 675 GALLONS TANK SIZING: • SECTION 43,9 0, TABLE 9-1, 1250 PLUS TWO ADDITIONAL BEDROOMS AT 250 EACH OR 1750 GALLONS. • USE EXISTING 2,000 -GALLON, TWO-COMPARTMENT TANK WITH DOSING PUMP. ABSORPTION AREA SIZING: • LTAR RATE = 1.0 GAUDAY/SF (USDA TYPE 0 UNDERLYING SOIL. SYSTEM DESIGN WILL BE A 3' SAND MOUND WITH PUMP) • CALCULATED ABSORPTION AREA = A=(Od/LTAR)=(750/1.0) • PLUS ADJUSTMENT FACTOR OF PRESSURE DOSED BED OF 1.0 •• Qd = DESIGN FLOW = GAL/DAY •• MIN, ABSORPTION AREA = 750 SF TOTAL DESIGN AREA FOR 6 BEDROOMS = 756 SF 2" PRESSURE PIPE IN MOUNDED SYSTEM: • ABSORPTION AREA PER DESIGN 756 SF. •• GROUND WATER PER SOILS REPORT AT 3' BELOW EXISTING GRADE. OVER DIG OF 3' TO REMOVE TOP SOIL AND CLAY LAYERS, THEN REPLACE WITH 3' OF SAND WITH TOP OF SAND FILTER AT EXISTING GRADE, THEN 1' OF SCREENED ROCK INFILTRATIVE SURFACE AND THEN 1' OF TOPSOIL WITH TOP OF TOPSOIL 2' ABOVE OF EXISTING GRADE. •• INFILTRATIVE SURFACE SET 3' ABOVE WATER TABLE PER UNLINED SAND FILTER DESIGN CRITERIA FOR LT1 TREATMENT. •• FIELD VERIFY DEPTH OF GROUND WATER AND SUBSOILS AT LOCATION OF PROPOSED FIELD AFTER EXCAVATION BY ONSITE GENERAL NOTES TOPSOIL: SOIL EKUVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 1 151 •OTTIIMTY 1141 11611/.0L1 Y MIL 3 DRAINAGE MALES ARE TO BE PROVIDED ABOVE AND AROUND THE BED AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA 4 VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD 5 THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS BEFORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE 6 BED BOTTOM AND 516E WALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION 7 NO EXCAVATION OF ABSORPTION FIELD 15 TO BE DONE DURING WETWEATHER ANO USE OF RUBBER TIRE *00110E5 OVER ABSORPTION AREA 15 PROHIBITED 8 BOULDERS EXISTING WITHIN THE BED SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF MITE SELECT OR PIT.RUN MATERIAL 9 SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING SYSTEM PARTS 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND DEPTHS OF ALL EXISTING BURIE0 UTILITIES 11 CLEAN OUTS ARE REQUIRED WITHIN 5 FEET OF THE HOUSE FOUNDATION, AT ALL BENDS EQUALING OVER 90 DEGREES AND ATA MAXIMUM OF 1001E SEPARATION ALONG THE SEWER UNE RUN 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATERTIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, TO PREVENT INFILTRATION 13 PUMP SIZING TO BE FINALIZED UPON ORDERING OF THE TANK AND FINAL ONSITE APPROVAL OF THE FIELD LOCATION 14 INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO ONE. HALF FOOT ABOVE FINAL GRADE 15 LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET STATE REQUIREMENTS 16. THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNT/AS BUILT DRAWING, 17 THIS SYSTEM IS 512ED FOR TYPICAL DOMESTIC WASTES ONLY BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM GARBAGE DISPOSAL INSTALLATION AND 121.1 KALE] A05E]0510]16 It IN5TIL106I1C11]10]I100.1IIGNORE• SIWE•JRKWIIEux• 01nIK uS1 LHµa•]STpfvPH 19 DUE TO THE ELEVATION OF GROUND WATER, THE ENGINEER MUST BE ONSITE AND A TEST PIT ADJACENT TO FIELD AREA WILL NEED TO BE DUG TO VERIFY THE SOILS SELECTED AND REVIEW WATER TABLE DEPTH 20 SITE PIAN INFORMATION, NUMBER OF BEDROOMS, SIZE OF HOUSE PROVIDED BY OWNER 21 LEACH FIELD MUST BE SURVEYED AFTER INSTALLATION FOR ACCURATE LOCATION FOR FINAL FIELD INSPECTION, ASQUILTS AND WRITE-OFF. 22 NO IRRIGATION DITCH FACILITIES ARE TO BE CONSTRUCTED ON THE SITE, ONSITELANDSCAPE IRRIGATION WILL NOT BE APPLIED TO THE OWTS SYSTEM AREA EXCEPTING TEMPORARY FACILITIES TO ENCOURAGE GRASS GROWTH FOR THE FIRST YEAR 23 DOMESTIC WATER IS TO BE PROVIDED BY THE ONSITE WELL 24 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY/STATE REGULATIONS FOR ONSITE WASTEWATER TREATMENT SYSTEM DESIGNS THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS REFERRED TO IN THE ABOVE MENTIONED REGULATIONS 25 CONCRETE SEPTIC TANK SHALL COMPLY WITH THE STRUCTURAL DESIGN CRITERIA OF ASTM C122,12 (STANDARD SPECIFICATIONS FOR PRECAST SEPTIC TANKS). 26 501L5 INFORMATION PROVIDED BY HP 110110H, PROJECT NO, 10611568, DATED JULY 26, 2006 SOIL GRADATION CONTAINED GREATER THAN 3556 ROCK WHICH RESULTS IN LTAR OF 10 GAL/SR DESIGN OF SAND FILTER MOUND SYSTEM BASED ON PIT PROFILE WITH 1 TO 1 5' OF TOPSOIL OVER 1 TO IS OF SANDY SILTY CALM OVERLYING SILTY SANDY GRAVEL WITH COBBLES AND SMALL BOULDERS MOUND SYSTEM SPECIFICATION` 1 GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE 2- THE EXCAVATED BED SITE SHALL BE TILLED TO A DEPTH OF B INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETATION THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OFA BACKHOE 3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA PLACEMENT OF THESAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA ALL WORK SHOULD RE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA 4, PLACE THE PROPER DEPTH OF SAND, THEN FROM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL 5. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA 6 PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE SEWER AND COVER WITH AGGREGATE f Cg1111N, 14.05I VA1 F WITH A 01I1 FTT41 •• 1,.101x.5 0 PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE BED AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE BED AND SLOPE AT A 4:1 9 FINAL GRADE THE BED AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FORM THE BED AND DOES NOT ACCUMULATE NEAR THE BED 30 SEED AND MULCH THE ENTIRE EKPOSFO AREA TO AVOID EROSION. LANDSCAPE IWTH SHRUBS AND PLANTS AS DESIRED PRESSURE DOSING NOTES 1 MINIMUM DOSING SHALL BE 20 GPM PUMP AT 24 TOTAL DYNAMIC HEAD IMMUNE SHALL HAVE 4. HOLES DRILLED 4' ON CENTER FACING DOWN r 106 BOUNDARY! SETBACK. 75SSF MOUNDED SAND FILTE SYSTEM, 83:2' 94 14" PERFORATED DISTRIBUTION PIPES. INSPECTION cTYP-y 4.1 O 0Z I— 0 Z J < W ell LL WELL PROPERTY LINE. 85LF OF 2" PRESSURE LINE TO MANIFOLD BOX LINE TO SLOPE BACK TO TANK. EXISTING 2,000 GALLON SEPTIC TANK WITH HIGH HEAD DOSING PUMP ATTACHED TO EXISTING GRAVITY HEAVY SEWER LINE. VEGETATION VEGETATION UNE. • 1O0' WEL SETBACK. / // / / 8100,0' 11 PROPERTY LINE. t ti 1 HEAVY VEGETATION SITE WELL IN CABIN, NORTHWEST CORNER. SHED 0 0 a ABANDON EXISTING 4" PVC UNE TO FIELD, ABANDON EXISTING HEAVY VEGETATION 4" PVC UNE Tp FIELD. VEGETATION UNE, EXISTING 4" PVC LINES FROM HOUSE AND CABIN TO NEW TANK LOCATION. LAWN AREA SHED EXISTING 4 • PVC LINE, A LAWN AREA CABIN 3—BEDROOM SHED 1 4 1 1\ 1 I / / 1 / / / / I DRIVEWAY HEAVY VEGETATION LEGEND mow_ EXISTING RDADWAY/DRI4EWAY PROPOSED SEPTIC GRAVITY UNE PROPERTY BOUNDARY SETBACKS J GRAPHIC SCALE 10 19 a'- tl�1 1 10 Z J 0 -J (Di F') 1 Lmh-20 K 26 0 5 a r O Z 0 0 o ir o ZQ IW" 0. zr _3 °<W 0 � • �W H II Ial • s 4A • O I- 0 PROJECT NO 2151653 OWTS-1 Table 7-1 Mtr.wam KodawoW Delancos In Feat &Irea,Cpnp5nw0Y 4010 On811. Wo t.w0ter Trlalmwrt System Installed Altar NO.r,rber 14,10ea and Wal 1, p4.al alw/bwI1. lava* Amiens CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534.06700 IN METRO DENVER CALL 2.BUSINESS DAYS IN ADVANCE BEFORE YOU DIG GRADE, OR EKCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES A 2(f - - • Spring WAa. slwei0n Una Potable Warr Supply Lala POtabe 'AWN, SVppy Ct91am Dachas Opa,ry'e5 nn &Ge f00p4rly IIr t rte. maim. 1 11614tl Ir Subaleface Drat. In1emlldenl !wake Lake, Waller Course. Irrigation Dry Gulch. Cut Bank, FP Tank j 'mu' Lateral. Dl Ars OE EDGE OF IIRAEL S10 In0.3owd0.nar eybaulr WSmm a10rtl C(tan rON )I 3.7 (Trp, r 4310 Design Criteria- Son 7rea0nenl Area Septic Torii I5ihOr Lard Timbal/a Odra - M. 101 50 8 10 10 - BO 10 - - 0• b p Uel Tet. I,_ _ Vadl _ _ 00 N W a' Y d !- }x .- ti 13•e BED END PIPES Table 10-1 Sob TreatmentAree Longterm Acceptance R Leo EON Tan -,pts, So11511veluM Pe,eila50 Rett TterLnenl Level ... raw., VC) (SOLID PVC)( - ' - - r .a�IaKa eaalLTapI ; aevil,.pa 3DaAr..alb h.s.rl.r edelta,10 Lada ra•aWFw\aM4 Maeure.xt SO t'-404 ialrera ElMbl lee. 6C1 101 2f 10' fat b01 'Or - _ Fa11 ND/ la • B3DASW iraO.F SAM.- 2114.1... -Treat . Tnarrrrr VI,I ...a 1nrFawa /MARr STA Trench STA Bed, Um reed Sand Filler, Sub -surface 100' 25' 1 25 20 1D ZIt If01 ge 5 7Pw yb0a6alferra la.* O a NAhill: Lone,' I...12' 1..-.. ire woe Iwr ... : DkPa sS System Seepage PA • A b ri sMTW.,rr mr. s/coldew LMed Sand Farr 00 10, 25 is 10_ 10 1Q 5 0 X33% e*(> rima - 0� "0 mirJ tar., taoa deep R,rre etre we nuubaee 1 .. 1 1 }•0 BED PIPES ..Rue, p2.wd ew,s flP ' Lined Evapo-transpiretion Field or Outside of Bam, of Weed s0 10' 25 15 /0 10 2b 10 5 (PERFORATED PVC) 2• SCH-40 PVC FROM SEPTIC TANK • ab0.lenq$04 o 611 _115, ,06_ 510 143 1 i0 Y/eLrlawyr iiyy ^Unir,ed - INSPECTION NOL 117.) ( REFER TO FLUSHING DETAIL (TYP.) I sate, tea, rear: SI " _- F" ,Pnaarsc, 00 2rywNarl 'Ocat 3�'et'N ital. ,625 B A 000 OW 100 I rA Sabi Filers Scat oSp Pxa0Ob0yawed 0 11 Slater Nan Oa Partially Parody Wed EvpplkfatLF dMMO31Iwm 100 25' • 23 15 10 25 25 05 10 BED PLAN 1 3A s'r":a" ynt {I °rri•" RFK a,� 050 np nm asp Deo , pirabm'jable Peal, D. Sr.., NotR►Yra on STA yr N T.s _ Orawr, Trwm4rt WWI sun P0/81a I d r F• NI 1 Lame Iwo F� 2 3 41� 1135 000 000 000 085 �__L 0 LAwl8.4 �My Lama �� AMM 01-15 000 040 OAO 035 Ow Yiu1P0ry 1 111 - 1pt 26 111 10 f0 111 A 3wr1 ��•� 88.101. 23 1000 030 030 335 030 030 I $8111.53:81.12.0. e'il - 1110 907 95 HW - 25 to 100 N/A Z BED OF 1 1!Y • •, + 4. ROCK 12• mac FlLTER FABRICC. M Seedy �/•0Or �Q ,AyUa n-120 lie D20 020 020 { 030 J _ 1005 T Ib#keri a 00 Mama 101 50 126 10 0 25' __ 10 10 IC .4 W ih = TOP$00. 6 tel TpxrlK F1'Q h>L2 1T• lW 0.,b 010 iib f` 01b LLdh3da - ��pE TO SLOPE TO 12• MIN 4 MU/ 4 v "\ O r ti;7 1_ `I1 SIXIIRFACE GROUND 1� ir rwtF 5^axA ...OE srya s]esr5n qua v'�uar.iargneei reane* kWsm.5. n TH. l:3 m Itpca oral Dees ramp.. Oergn NW 11 C2[Ure.eA Satl Fins 2 Urxe aced lawn x J o0o3.Iuin • tym- wq-Ian.aeana WOtoT....11..e30 mW be00.1bat OWFe mP sero have a 8.54.0. Pwnl an. wooer Mur On 95 toacnel1 a-yn" MOTE Talala.s.lydfinle raw gar,PW MwOraYWOwet.NOAra aawwhret 05,11rRwLektaCLa l'an'e ae[OAAod.srM ryer. 0elren.afNwarF/Y(MLAAnwetlratta pap.51. r Ow g CrrYOr-..arr0.rrao mom 64.50 C4f aa,n. o,4wI0 502/114.41.885•4 Dalt+nqA twrwwwWnaawx.rblr OOal(aaanP rw pNr3ava neeatBftrYlwrd lw.wnf'n,xednq n.rra WaLawfeOwh�prklr.r;aapep 0a.^a,naa eMlrnl.!•a�A.w,b.ar.grylryaardar rdryalelnM.xro. aces a.ae•arr,p.ya.r•r'rntp as a.rrOafear+xlvels.aewra 1 VALLyadNnnO/Y,paryeL/InyNdY.aaLsyras rsNasaa,aagrl/KM LM rata^ er wrsxp •Weare, -115. neer was. ac !! ar$<dm aaear+ce tau car ee. 5.51 aM wsl.aMa� pq,.ara'rA fp a wvwlfrH.a�sr^fewGfus [Y,YRA aL. ..* Alwyn r.uw:raWwan.aa�pa4A. Alrwy dw0wr;w...lU se n,Nnrr en. use - M.o.-........ s 0ab+.lq rwww ea.eaa*04, .'l aI or. •.' 81 .• ev.8" �j/ Y 1 . •\•-‘••'5( ' 1�� 0IFF 11...55 CA sen use Mer.OegMafreer peaetaaw..l�'F4. Tle+.ruTuria ......8* F. a�0e C 3 ay aar..teeaLFMaaetw b.se rrtl>KaulIrans.raW �erre.ri LvaHVeea9.4na0. ar.rU..-'+°aaa. n ..S.1ryt.rar.rwlW . . t,OW2, sty a brae( reeeture aaww. a..:*• 50• .a.r.1..1.2C a., awr+r vetwu •*.a. le, Ll�•v (5401. 1 .a• 5/.n M51 L.tr: rr8a1501,cc .15.8.Ntnnap•a.aa0wa5Kl y0PPe rNY.[wr.cti KARL HANLON COV N i' GARFIELD COUNTY, COLORADO /' fW I HIGH COUNTRY ENGINEERING, INC. 271 WILLOW LANE _ 1517 BLAKE AVENUE, 5TE 101, H C E GLENWOOD SPRINGS, CO 61601 Z ONSITE WASTEWATER �y �� PHONE (970) 9458676 • FAX (970) 945-2555 P TREATMENT SYSTEM c'AfEE N WWW.HCENG.COM Y.1151.-.-3' DISTRIPURON LASERA --., SAND F111 --PER 01111140L0bmimi COUNTY REWLATCOS 3'SMIN ERTO GROUNDWATER S SECTION A -A ww..... 30. .ar;rnn etO He.t+Ornr IN km, .,taches e r taste M5.1wa ia. MMiWpaYalatbuti.se.u..oh'.1'sF'tle wv. ret ar�Pat*1.25r •. •x. _.�. �raa1Mrebrltt unaraeannabrs Ma wMtarDamara Nee .1.5. err.NSa...L 0 ret n e-.50 "Ts' STATE SOIL TREATMENT AREA GUIDELINES (LTAR) STATE SETBACK GUIDELINES NOTES: 1 CONCRETE TANK MUST MEET ASTM C1227-12 STANDARDS 2 ADDITION OF A CHARCOAL FILTER VENT LINE FROM TANK CHAMBERS WILL PROLONG THE LIEF OF THE TANK CONCRETE, NOT REQUIRED 2000 Gallon Top Seam Item # Two Compartment 2000T-2CP-HH with High Head Pump - Or REMOVABLE PVC CAP • ' _ � . INSTALL MARKER IF CAP IS TO BE BURIED. I>;s: a.•••. -.- m.• . , vn Alm l_-arOwAwel. -I•. acm r9 w 7 6' ��jjj llf _ 1 -PL 1��'/}] 7" DIA VALVE BOX FINISH GRAOi ! h q' ^ , 6 L ( r C� 4 - 1/Y VENT HOLES WITH SECURED LID 1.5" PVC SLIP X MALEII N ret - --. �" • +�-� rr' Top n': ^': ^�' ;" nil SOLID PIPE PIPE THREAD P ISL ADAPTOR WJCAP .'. ,• Vie. • KM�'naw. : as 1E.r VA* iv �a..w e„I J ' `� IM - GRADE ff �. I i I:� .L�:_- 1- I ) G- 1,5" DIA BALL I 2 r.b�•• _ A �\ 4• COUPLING r- RISER anW6 1 -T' COUPLING Nair ■ .r�T v 1 VALVE i ' f !1 n- 1 SCREENED ROCK ■ I 4. OS' SWEEP BEND �� a,....• ., ..- ••), • � 1r y 3' - yj• 1 1/2- PERFORATED PVCmoi 1, 5" DIA PVC LONG 1 4' SEWER UNE <<., ,,_- -- f,I : • , WM 4. 0 PERFORATED PIPE -. SWEEP 90° BEND _ r_ .. `-ear C �',� ` • lawn NlnpamM Section .6yE 4.5.0 .nraa.r,a, VIM • • rra 0 eater rauamaa *Av.con . anis. /of mabNr30 • '3"rP au �"a�'rl .era / '/, E. n• TE BLOCK -1rI �_ .?'-.: E' # . Z ' re 'r '--- IN-SITU SOIL P• K aY ■ a PVC WYE ti3 s., s-. m,sl o,-.,.,. 0* tett ,. ar• .aa,..n.*. .4,...1.,.r416 .e sm. a. INSPECTION WELL DETAIL DETAIL CLEAN DUT ASSEMBLY Waller F L7H)a0o-87S1 SOL hum WawrarLr P.0 brim N. T.S. ()FLUSHING 4:17ntsTAlir l�J SEWER CLEAN OUT DETAIL KT. VALLEY ;Pia kw Enc R10100577r[+ 8urefma03 Ralf PRECAET,.tno..wa.+SD lYabbllw tr.aeealwrbecnLM .. ._& 16•116errg.tbesearAAlcc n EXISTING 2,000 GALLON TWO 0 [' ' >Fr COMPARTMENT SEPTIC TANK r `';' ■ t)1�1fS2 WITH HIGH HEAD DOSING PUMP