Loading...
HomeMy WebLinkAboutpitkin.eh.264527300004 (2014) (CDU Barn)10y'd�TxI11T 6.CoLTNT� ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0049.2014.powt Parcel ID #: 2645-273-00-004 Permit Issued: XNEW CDU ❑REPAIR ❑REMODEL/ADDITION []TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Lynda Cameron Property Address: ` 2l Legal Description: Size of Lot: 70.3 Size of Buildinq: Acres Sq. Ft Detached Accessory Unit Size of Accessory Unit: _ RYES []NO CDU/Barn 5288 Sq. Ft. This system is designed to acco modate: 1-b room U and a powder room and laundry room in the barn. .v ya Poll` Designed By: Sopris Engineering �` Project #: Dated: November 11, 20' Phone #: Mailing Address: Fax #: Email Address: Perc Rate: 40 mpi Minimum Tank Capacity: Profile Hole Depth 609 total gallons 8 ft Depth to Groundwater or Bedrock Minimum Absorption Area: 863 ft2 Permit Conditions: >8 feet This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. The permit is for the 1 -bedroom CDU and powder room and laundry room in the main barn. The wash stall in the barn is served by a separate system that is not considered an OWTS and not addressed in this permit. Sewage shall flow via gravity to a 1000 -gallon two-compartment septic tank with an effluent filter in the second compartment. Effluent will flow via gravity to a distribution box and then to a 976 ft2 rock and pipe soil treatment area. The soil treatment area shall be 62' X 16' and over -excavated to remove the reported clay soils. Select Filter Sand shall replace the removed soils. The soil treatment area shall be a minimum of 100 feet to any well and 50 feet to any unlined pond/stream. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 -hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission Is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued Bv: Kurt Dahl, REHS Date: 12/09/14 Expires: 12/09/2015 Installer: i r License #: Reactivation Authorized by: Final App yal Issued By: t Date: New Expiration Date: E] Fee Paid z0c:;, =F-H/NR ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pltkinassessor.om): ����73trXaAd�y Purpose of Permit: ,�---,,/ t 5'NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): PrWerty Address: qH: Lot: Block: Subdivision: Property O er(s)-: Email Address: rt r�+f'�E(vti is Mailing Address: Ci , St te, Zip: O n-.� G` 3106 o e Ph / Q�r Business Phone: ` ontact Information must be provided for the owner sionino this annn,,ntinn Primary Co c P rsory ant (if not owner): Com y: ContacUAp Iicant Maili g Address: City, State, Zip: �G 63 Cel hone: u7si s Phone: 4 Fax Number: Email Address: umarng vermrt it (it applicable): Lot Size (in acres): Size of Building (square fe ): Number of Pot tial Bedrooms: o 0 CIA Detached Accessory Unit? ElYES 2'No Size of Acc sory Unit (square feet): ssi Number ooff Potef Gal Bedrooms In or Fixture List for the Accessory Unit: /.a/o ' Water Source: L",�� ► PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of CommunitylPublic Water System (if applicable): cngrneenng rims: Job Number: / Ph re Number: Fax Number: City State, Zip: a.v►-.-,.-S . Sc,9 3 x/6;23 'LEASE READ BEFORE SIGNING: certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents tcluded in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is round to contain any iaccurate, false, or misleading Information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit 1 ;sued. w n 101 5 ure ( eq j: Date: Signature' Lk 4 Zo l �{ L Date: I9E.USE ONLY by EN/HR Staff Fee & Receipt #• Date: 6003 %'5-e g1ZY�i�I tint• S 1C•^a ti'•�; arts n t' n,r c �s� __ n TrKM UNSITE WASTEWATER TREATMENT SYSTEM (OWTS) V FH/NR CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pitkinassessor.org): , 1Y's-; 730C-WL77 O�� 9 Purpose of Permit: ,,--,, �� `'� Ly NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Pro erty Address: Lot: Block: Fi ing: Subdivision: Prgperty O ner(s)*: Email Address: rt Ow is Mailing Address: Cit , St te, Zip: Ho.,e Phon pp Business Phone: 0/— Contact information must be provided for the owner sionino this aoolication. Primary Co c P rson/ pl' ant (if not owner): Com y: i Contact/Applicant Maili g Address: City, State, Zip: Cel hone:usin s Phone: Cl 7D y T Fax Number: Email Address: Building Permit # (if applicable): Lot Size (in acres): Size of Building (square fef2j Number of Pot tial Bedrooms: SLL c� a ��,•�� l L3gJA) Detached Accessory Unit? Size of Acces YES �0 sory Unit (square feet): ❑S3�/P Number of Pote tial Bedrooms In or Fixture List for the Accessory Unit: ra Water Source: L''J PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): Engineering Firm:1 Job Number: CJ Ph e Number: Fax Number: So S n ruCC(� /,, )) Oy- Mailing A dress: City State, Zip: PLEASE READ BEFORE SIGNING: certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. Owner Signature (Required): Date: Applican Signature• / Date: FOR OFFICE USE ONLY Received by EN/HR Staff: Fee & Receipt #: Date: 6CO3(.0 gs"� i0Z3' 1�% el12Vf 1/ G:AOWI-S March 8, 2008 NEW BEGS\Ofiit:e - Admsn\Forms\OWTS Const Fenn',\OWI S construction pr=r i�i(a plkation.xl, CFH/1��o ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd - Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at vi..pitkinassessor,org): 0049-2-04 - Purpose of Permit.-�W El REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION F]TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Property Address: b Lot: BIoCK: Ming; Subdivision: Int (it not owner): ! �iP ro City, State, Zip: 0'70) K2 Y - p Z/ _ /5Q Fax Number. Email Address: Building Permit # (if applicable): Lot Size (in acres): Size of Building (square fee�)o o Number of Pot tial Bedrooms: 5 -LL, a Trcl-4, l &-A) DetaChed ACCessory Unit? YES �o Size of Acc sory Unit (square feet): ❑ � Number of Pole %tial Bedrooms In or Fixture List for the Accessory Unit: Water Source: LJ ,—' PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Engineenng Firm: Job Number: Ph a Number Fax Number: Plaitingdress: � � City State 3 ip- s S/6z3 PLEASE READ BEFORE SIGNING: I certify that the above Information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. If t l l Applican Signature, W c.�'y// � Sgeo// W % _ Date: FOR OFFICE. USE ONLY. Received by EN/HR StaffFee &Receipt #: Date. aac�3US �ss� r; nz G: !?tnjTS EViar<h S, I008 NLiw REG: O Eke - Mrriw.FormslGAJTS r:ons.- Forms ow; s con;jnuctlor r?rer.•. app csion.xl; U; date77Ui dS 5020(-oi tv Rtlad 154 tzl�nss•i}t7ii ;�+rin{.�,{» f.'.i�i�+tsr�i=i'�1f�C�'! HEPWORTH-PAWLAK GEOTECHNICAL Fav 70-I4?-fi t> SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RANCH DEVELOPMENT MOON RUN RANCH 82.76 SNOWMASS CREEK ROAD PITKIN COUNTY, COLORADO JOB NO. 113 350A OCTOBER 21, 2013 PREPARED FOR: LYNDA CAMERON C/O PATSY WEBB 2000 NORTH CLASSEN BOULEVARD OKLAHOMA CITY, OKLAHOMA 73106 Parker 303.841.7119 0 C olorado Springs 719-633-5562 0 Silve rtllmne 970,46 8-1989 • 0 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY .................................................... PROPOSED CONSTRUCTION................................................................. - -GEOLSITECONDITIONS................................................................................................... - 2 - GEOLOGY OGY......................................:.......................................................................... - 2 - FIELD -FIELD EXPLORATION............................................................................ 2 - SUBSURFACE CONDITIONS.................................................................................. - 3 - FOUNDATION -FOUNDATION BEARING CONDITIONS............................................................... - 4 - DESIGN - DESIGN RECOMMENDATIONS............................................................................. - 4 - FOUNDATIONS................................................................................................... 4 - FLOORSLABS...................................................................................................... - 5 - UNDERDRAINSYSTEM...................................................................................... - 6 SURFACEDRAINAGE......................................................................................... - 7 - PERCOLATION -PERCOLATION TESTING....................................................................................... - 7 - LIMITATIONS - LIMITATIONS.......................................................................................................... = 8 - FIGURE 1 - LOCATIONS OF EXPLORATORY BORINGS FIGURES 2 AND 3 - LOGS OF EXPLORATORY BORINGS FIGURE 4 - LEGEND AND NOTES FIGURES 5 AND b - SWELL -CONSOLIDATION TEST RESULTS FIGURES 7 TO 10 - GRADATION TEST RESULTS FIGURES 11 AND 12 — USDA GRADATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS TABLE 2 — PERCOLATION TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed new ranch development to be located at Moon Run Ranch, 8276 Snowmass Creek Road, Pitkin County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to Lynda Cameron dated September 12, 2013 and revised September 18, 2013. Evaluation of potential geologic hazards impacting the site is beyond the scope of this study. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations'for foundation types, depths and allowable pressures for the proposed building foundations. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed new development wilLinclude a new hay shed, equipment shed, barn, covered round pen, an indoor riding arena and a new residence and detached garage. The sheds will be one story wood frame structures with slab -on -grade floors. The barn will be a one and two story wood frame structure with a slab -on -grade floor. The riding arena and round pen will be tall one story steel and wood frame structures with dirt floors. The residence will be a two story wood frame structure over a partial crawlspace and the detached wood frame garage will be 1 %2 stories with a slab -on -grade floor. Grading for the structures is assumed to be relatively minor with cut depths between about 3 to 5 feet. We assume relatively light to moderate foundation loadings, typical of the proposed types of construction. Job No. 113 350A �' Ge PteCh -2 - The new indoor riding arena will be located at the existing outdoor riding arena. The new barn will be located in an existing fenced pasture northwest of the riding arena. The new residence will be located northeast of, and somewhat lower than, the new indoor riding arena. If facility loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS The ranch is currently occupied by several barns, sheds and an outdoor riding arena in the south central part of the property and a residence in the southeast part of the property. The proposed new development is located mainly in the valley bottom west of Snowmass Creek. The existing riding arena is located in an area that has been graded flat by cutting into the steeper, hummocky terrain to the south and west and filling the lower lying, flat valley bottom to the north and east. The lower, flatter areas of the site consist of pasture and open grassy areas with scattered trees and brush. A small pond is located north of the riding arena and the development area is crossed by several irrigation ditches. The higher, hummocky terrain, located west and south of the development area has an overall slope down to the northeast of about 10 percent with locally steeper slopes of 20 to 40%. The main access drive off of Snowmass Creek Road crosses this steeper terrain then drops into the relatively flat development area. GEOLOGY We understand thatthe geology and any geologic hazards affecting this development will be addressed by others. FIELD EXPLORATION The field exploration for the project was conducted on October 3 and 4, 2013. EIeven exploratory borings were drilled at the locations shown on Figure 1 to evaluate the Job No. 113 350A HTtech -3 - subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck -mounted CME -45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 1% inch and 2 inch Z.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D4586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figures 2 and 3. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figures 2 and 3. The subsoils in the equipment shed/riding arena/round pen area consist of up to 6'/2 feet of fill overlying relatively dense, clayey to silty sandy gravel with cobbles and possible boulders. The subsoils in the barn and residence areas consist of about 6 inches of topsoil overlying up to 3 feet of fill, clay or silty sand which was underlain by relatively dense, silty sandy gravel with cobbles and possible boulders. Drilling in the dense granular soils with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit in all of the borings. Laboratory testing performed on samples obtained from the borings included natural moisture content and gradation analyses. Results of swell -consolidation testing performed on relatively undisturbed drive samples of the natural clay and clay fill soils, presented on Figures 5 and 6, indicate low to moderate compressibility under conditions of loading and wetting. Results of gradation analyses performed on small diameter drive samples (minus P/2 inch fraction) of the coarse granular subsoils are shown on Figures 7 to 10. The laboratory testing is summarized in Table 1. Job No. 113 350A Go�Ptech -4 - Free water was encountered at depths of 10 to 12 feet in the riding arena area and at 3%2 feet in the residence area at the time of drilling. The subsoils were generally moist to very moist above the ground water level. FOUNDATION BEARING CONDITIONS The clay and fill soils encountered in Borings I to 5 in the equipment shed/riding arena/round pen area should be removed in the footing areas and the footing level extended down to bear on the underlying, relatively dense sandy gravel. In general, the dense gravel is about 6 feet below the existing riding arena grade. Borings 6 to 11, drilled in the barn, residence and garage areas, encountered relatively dense gravels at shallow depths but about 3 feet of fill, clay or loose sand soils were encountered in one of the borings drilled at both the barn and residence. The soft and loose soils should be removed and footing grade extended down to the relatively dense gravels soils. Shallow groundwater was encountered at the residence site and will be encountered in the residence excavation. If a crawlspace is built, we recommend that the crawlspace grade be elevated as much as possible to avoid a wet crawlspace condition. We expect that the groundwater depth of 3% feet encountered at the time of drilling could be higher during spring runoff and peak irrigation season. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the buildings be founded with spread footings bearing on the natural, dense, granular soils. The design and construction criteria presented below should be observed for a spread footing foundation system. Job No. 113 350A C5UF)tech -5- 1) Footings placed on the undisturbed natural, dense, granular soils should be designed for an allowable bearing pressure of 3,000 psf. Footings placed in shallow groundwater areas, such as the residence, should be designed for an allowable bearing pressure of 2,000 psf. Footings with a minimum dimension of 4 feet or larger and where groundwater is at Ieast 4 feet below footing grade, can be designed for an allowable soil bearing pressure of 5,000 psf Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 42 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of at least 50 pc£ 5) All existing fill, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the relatively dense natural granular soils. The exposed soils in footing area should then be compacted. If water seepage is encountered, the footing areas should be dewatered before concrete placement. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FLOOR SLABS The natural on-site gravel soils, exclusive of fill, organic clay and topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some Job No. 113 350A s i Ge Ptech -6 - differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch Iayer of free - draining gravel should be placed beneath interior slabs -on -grade to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site granular soils or a suitable imported gravel devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM The proposed barns, sheds, riding arena and garage will be floor -at -grade structures and will not need an underdrain system. The residence is located in an area with relatively high groundwater which will Iikely be encountered during construction. If a crawlspace is placed below the residence, an underdrain will likely be needed. We recommend that the crawlspace grade be placed as high as possible to avoid water in the crawlspace. EIiminating the crawlspace and making the ground floor slab -on -grade will avoid having a wet crawlspace and the need for an underdrain system. If installed, the drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least I foot below lowest adjacent finish grade and sloped at a minimum 1 % to a sump and pump. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel Job No. 113 350A GecPfech -7 - backfill should be at least 1 %Z feet deep. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the ranch development has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of inches in the first 10 feet in paved areas. Free -draining wall backfill should be capped with about 2 feet of the on- site soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. PERCOLATION TESTING Percolation tests were conducted on October 5, 2013 to evaluate the feasibility of infiltration septic disposal systems at the site. One profile boring and three percolation holes were drilled at two locations, one east of the residence and one west of the barn as shown on Figure 1. The test holes were drilled with 6 inch diameter auger and were soaked with water one day prior to testing. The soils encountered in the percolation holes are similar to those encountered in the Profile Borings shown on Figure 3 and consist of relatively dense clayey, silty, sandy gravel with cobbles and possible layers of gravelly Job No. 113 350A H Gelrtech clay. Groundwater was encountered at about 3 %2 feet in Profile Boring 1, east of the proposed residence. The percolation test results are presented in Table 2. Based on the subsurface conditions encountered and the percolation test results, the tested area west of the barn did not percolate. Additional testing in the barn area could be performed to try to find an area with suitable percolation characteristics. The area east of the residence had a percolation rate of about 44 minutes per inch but the shallow groundwater at the residence site will likely require a mounded system. A civil engineer should design the infiltration septic disposal s_ysterns. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to Job No. 113 350A Ge PteCh verify that the recommendations have been appropriately interpreted. Significant design, changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Danie Revie, Steven L. Pawlak, P.E. DEH/ksw cc: Patsy Webb patsy.webb@af-group.com Land+Shelter — Attn: Andi Korber andi@landandshelter.com Job No. 113 350A Cwt@Ch BORING 1 ELEV. =8019' 0 21/12 T 9/12 5 WC=11.7 DD= 105 -200=22 EQUIPMENT SHED 10 a — D 15 20 BORING 2 BORING 3 BORING 4 BORING 5 ELEV.=8019' ELEV.=8019' ELEV.=8019' ELEV.=8018' 0 8/12 8/12 21112 WC =14.4 WC=21.1 WC=12.3 DD=112 DD=106 +4=15 17/12 -200=34 6/12 9/12 6112 WC=18.2 5 WC=21.2 DD=101 DD=104 °p Q' 63/12 ° ° ° a' WC=2.5 o: +4=41 o, o. -200=7 63/12 68/12 10 ROUND PEN RIDING ARENA Note: Explanation of symbols is shown on Figure 4. 113 350A H " �t n LOGS OF EXPLORATORY BORINGS HEPWORTH-PAWLAK GEOTECHNICAL 15 20 FIGURE 2 15 15 BORING 6 BORING 7 HOUSE BORING 8 BORING 9 BORING 10711252/12 20 BORING 11 PROFILE BORING 1 PROFILE BORING 2 ELEV.=8022' ELEV,=8012' ELEV. 8011' 5 13/12 S=43 5 WC=18.8 M=45 C=10 LL HOUSE SEPTIC BARN SEPTIC LL SYSTEM SYSTEM 10 106/12 10 GARAGE 15 54/12 0 48/1227/12LL10BARN 549/12 Note: Explanation of symbols is shown on Figure 4. 113 350A r!b -- (G(§�'>tech --j LOGS OF EXPLORATORY BORINGS FIGURE HEPWORTH-PAWL-AK GEOTECHNICALT 31 43/12 48/12 10- LL 15 15 20 HOUSE 20 BORING 11 PROFILE BORING 1 PROFILE BORING 2 ELEV.=8022' ELEV,=8012' ELEV. 8011' 5 13/12 S=43 5 WC=18.8 M=45 C=10 LL HOUSE SEPTIC BARN SEPTIC LL SYSTEM SYSTEM 10 106/12 10 GARAGE 15 15 Note: Explanation of symbols is shown on Figure 4. 113 350A r!b -- (G(§�'>tech --j LOGS OF EXPLORATORY BORINGS FIGURE HEPWORTH-PAWL-AK GEOTECHNICALT 31 LEGEND: VN NA RIDING ARENA SURFACE; 3 to 12 inches of sand overlying sandy gravelly clay fill, stiff, moist, dark brown. FILL; sandy gravel and clay with scattered cobbles and organics, stiff, moist, dark brown to grey. NA CLAY (CL); silty, sandy, stiff to medium stiff, moist, dark brown to grey to reddish brown, organics, possibly fill in the riding arena area. SAND (SM); silty with gravel, loose, moist, brown. o. o GRAVEL (GM-GC); sandy, clayey to silty, with cobbles and possible boulders, dense, moist to wet, reddish brown to brown. Relatively undisturbed drive sample; 2 -inch I.D. California liner sample. Drive sample; standard penetration test (SPT), 1 3/8 inch I. D. split spoon sample, ASTM D-1586. 21/12 Drive sample blow count; indicates that 21 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. Distrubed bulk sample. Free water level in boring at time of drilling. TPractical drilling refusal. Where shown above bottom of log, indicates that multiple attempts were made to advance the boring. NOTES: 1. Exploratory borings were drilled on October 3 and 4, 2013 with 4 -inch diameter continuous flight power auger 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided and checked by instrument level. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) +4 = Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve G = Gravel fraction per USDA classification (%) S = Sand fraction per USDA classification (%) M = Silt fraction per USDA classification (%) C = Clay fraction per USDA classification (%) 113 350A I HEPWORTH-PA�"' LEGEND AND NOTES FIGURE 4 WLAK GEOTECHN CAL CU In Z J a w U Z F' 2 � U W W ~ O �= Lu O Y r a-jp a LL z O F } a LU M :V O r d � � L IL C7 0 i y y 00 N U w in 9) U M cz •a b to U w uii?x ZUOic~7 0 W a ZON E �w � SZ J O a w w Q� o J a � U N wa0N N M N IL CL 0 o Z vai � a a 0 4 J w >o c� � FaZ Q � a a a 00 LU o Z QJQ w H 4 00 Q O O '`� N .N -e cq 06 N d Zia Z O = aeF N N N to U a 0 w a z O r N M to cc O1 m Q a Ln Cl) co T T 0 z m O 7 Z J Q co U � Z 2 � U W W ~ O � rw O v T I -- Lu �-jO in Q � J a LL = o F I W Z U) N W.- 0 TT� CM C- a 0 0 J O N a V > O LU dal U a C co 2, U V COO co ul cz V) LU w?x �0)� 0 iL a �Uto U F- a° -' a a LU im X g e Q � J Z o U LIJ u) N > 0071`002 N d' to to¢Ow a0z c O u M N Q O q J C9 o Q� V) Ho N C7 J U ° Q Z Z ° J LU W ui v � 00 CiQ 06N N 06 Z0C0.� z x Oa._ a � N � CD N U 0 W IL z co 0 O r .-4 ^� Tihl 4 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO. 113 350A Page 1 of 2 House Site HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MINJINCH) P-1 23 15 10 10 10 10 10 9'/4 8% '/2 40 83/ 8% '/4 8'/2 $'/4 '/4 8'/4 8 '/ 8 7% '/4 7% 7'/2 '/4 P-2 24 15 10 10 10 10 10 8% 7% 1 %2 30 7% 6% % 6'/2 5'/2 1 5'/2 5'/4 '/4 5'/ 5 '/ 5 4'/z '/2 P-3 22 15 10 10 10 10 10 8'/2 8% '/4 40 8'/ 8 8 7% 7% 7Y2 7'/2 7% 7'/4 7 '/471 Note: Percolation test holes were soaked on October 4, 2013. Percolation tests were conducted on October 5, 2013. The average percolation rates were based on the last three readings of each test. 0) 0 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO. 113 350A Barn Site Page 2 of 2 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) 0 AVERAGE PERCOLATION RATE (MINJINCH) P-4 17 10 7 7 No Perc 7 7 0 7 7 0 7 7 0 7 7 0 7 7 0 P-515'/ 10 53/ 53/a 0 No Perc 5% 5Y2 5% '14 5'/ 51/4 0 5'/a 0 51/4 5'/4 0 P-6 18 10 9'/ 9+/ 0 No Perc 9'/ 9 '/4 9 9 0 9 9 0 9 9 0 9 9 0 Note: Percolation test holes were soaked on October 4, 2013. Percolation tests were conducted on October 5, 2013. The average percolation rates were based on the last three readings of each test. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 1 OF 11, R $0.00 Janice K. Vos Caudill, n;tkin County, CO RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO, APPROVING THE CAMERON ACTIVITY ENVELOPE AND SITE PLAN REVIEW, SPECIAL REVIEW FOR A RIDING STABLE/ACADEMY, AND SPECIAL REVIEW FOR A CARETAKER DWELLING UNIT. Resolution No. OAy -2014 RECITALS 1. Linda Cameron ("hereafter referred to as the Applicant") has applied to the Board of County Commissioners of Pitkin County, Colorado ("BOCC") for redevelopment of a property and construction of a commercial riding arena that includes a Special Review Riding Stable/Academy and a Caretaker Dwelling Unit (CDU), and Flexibility for Agricultural Support. 2. The parcel is located at 8276 Snowmass Creek Road and is commonly referred to as "Moon Run Ranch". The lot is zoned RS -30, contains 70 acres, and is conforming in size. Legal Description, Attachment A. 3. The Pitkin County Planning and Zoning Commission considered the proposal at a regularly scheduled meetings on January 14�', 2014. The Planning and Zoning Commission found that the Commercial GMQS portion of the application met minimum threshold with a score of 28 points and that 3 Employee Generation Unites (EGU's) can be created with this use. The Planning and Zoning Commission further recommended approval to the BOCC for the Special Review Uses and the Activity Envelope and Site Plan Review by a vote of 6-0. 4. The BOCC reviewed the application at a regularly scheduled, duly noticed public hearing on February 26's, 2014. Evidence and testimony were presented with respect to this application. 5. The BOCC finds that the proposal is consistent and compatible with the surrounding neighborhood in the Snowmass Creek Valley and consistent with Land Use Code Section 2-30-30(h). The BOCC further finds that the parcel can comply with all site specific requirements for the Riding Stable/Academy use pursuant to Land Use Code Section 4-30-040(w). 6. The BOCC further finds that riding arena has been sited to reduce scenic impact from Snowmass Creek Road and in compliance with Section 7-20-120(d). NOW, THEREFORE, BE IT RESOLVED by the BOCC that it hereby approves the Cameron Activity Envelope and Site Plan Review, Special Review for a Riding Stable/Academy, and Special Review for a Caretaker Dwelling Unit subject to the following conditions that shall run with the land and be binding on all successors in interest: 1. The Applicant shall adhere to all material representations made in the current or prior applications or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 2. The parcel is exempt from Growth Management up to 5,750 square feet of floor area. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 2 OF 11, Janice K. Vos Cain , Pitkin County, CO 3. No calculations for height, bulk, setback, size, floor area, or any other building and zoning requirements have been conducted. These requirements will be considered at the time of building permit. Any structures represented in the application may not be permitted under building and zoning regulations. 4. Prior to submission of any future building permit applications, the Applicant shall be required to submit for approval by the County Attorney and Community Development an Activity Envelope and Site Plan that illustrates the approved Site Plan envelope in accordance with Land Use Code Section 2-30-20(g) and Application Manual Section 2.1.12. 5. The future structures shall utilize non -reflective roofing and earth tone colors for the fagade of buildings. 6. At building permit application for the residence, the Applicant shall: A. Complete a fireplace/woodstove registration form with the Community Development Department, if necessary. B. Obtain a stormwater permit from the State of Colorado if site disturbance exceeds one (1) acre. C. Obtain a County access permit. D. Submit a drainage and erosion control plan. All slopes steeper than 2:1 shall utilize erosion control blankets. E. Submit engineered plans for retaining walls greater than four feet in height and provide a Geotech report for walls. F. Submit a construction management plan for review and approval by the Planning/Zoning showing the locations of staging, material storage, and employee and construction traffic parking. The plan shall also study the potential for rockfall/debris that could potential impact the residence below and implement best management practices to address the hazard, if necessary. G. Pay any applicable road and employee housing impact fees. 7. In regard to the fisherman access parking, the Applicant shall explore expanded parking options on the west side of Snowmass Creek Road. 8. The property shall not be used for special events, as defined by the Land Use Code, unless appropriate permits are attained. 9. The commercial riding arena is limited to 20,000 square feet of gross floor area. 10. At building permit submission, the Applicant shall submit for review and approval by the Community Development Director and the County Attorney, a plat identifying the "safe haven" location on the property and the access drive to this location. The Plat shall be recorded prior to building permit issuance. Within 90 days of recordation, the Applicant shall meet with neighborhood groups/Caucus to explain the plat and distribute materials that explain the "safe haven" during a wildfire event and outlines access to the property. 11. If a complaint is received by Community Development, that the Applicant is not able to resolve with the complainant, or if the operation is found to not be in compliance with this approval, an annual review of the operation shall be scheduled to the BOCC. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 3 OF 11, Janice K. Vos Caudill, P4tkin County, CO 12. At building permit submission, the Applicant shall submit for review and approval by the Community Development Director and the County Attorney, a covenant to the benefit of Pitkin County and recorded against the property, that prohibits further subdivision of the property. This covenant shall be recorded prior to issuance of any building permit. 13. At building permit submission, the Applicant shall submit for review and approval by the Open Space and Trails Department and the County Attorney, an easement to the benefit of Pitkin County and its citizens, that establishes a fishing easement on the property as represented in the application materials. This easement shall be recorded prior to building permit issuance. 14. At building permit submission, the Applicant shall submit for review and approval by the Community Development Director and the County Attorney, a covenant to the benefit of Pitkin County and recorded against the property, that memorializes the commitments made in the Commercial GMQS portion of the application. 15. The Riding Stable/Academy Special Review Use is limited to 20 visitor trips per day. 16. If a use is conducted in the riding arena/exerciser that is different than the represented use for which this approval is granted, further County review is required. 17. Prior to building permit issuance, the Applicant shall pay 130% of the affordable housing mitigation fee for the three (3) employees that will be generated with this commercial use. 18. In consultation with Holy Cross Electric, Future utility extensions shall be undergrounded using an alignment that avoids significant trees and shall be revegetated promptly with a landscape plan approved by Pitkin County Community Development. 19. The property is designated in a low wildfire hazard area and shall comply with the following: A. Defensible Space The area around all buildings/structures shall comply with the following: 1. Brush, debris and non -ornamental vegetation shall be removed within a minimum ten -foot (10') perimeter around all structures. 2. Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels at a minimum of a thirty (30) foot perimeter around a structure built on flat ground. 3. Spacing between clumps of brush and vegetation up to the thirty (30) foot perimeter shall be a minimum of two (2) times the height of the fuel. Maximum diameter of the clumps shall be equal to the height of the fuel. All measurements shall be from the, edges of the crowns of the fuel. 4. All branches from trees and b -ash within the thirty (30) foot perimeter shall be pruned to a height of ten (10) feet above the ground with removal of ladder fuels from around trees and brush. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 4 OF 11, Janice K. Vos Caud , Pitkin County, CO 5. Tree crown separation within the thirty (30) foot perimeters shall have a minimum of ten (10) feet between the edges of the crowns, except for mature stands of aspen trees where ladder fuels have been removed. In areas of aspen regeneration, understory shrubs and down and dead materials shall be removed. 6. All branches that extend over the roof eaves shall be trimmed and all branches within fifteen (15) feet of chimneys shall be removed. 7. The density of fuels up to a one hundred (100) foot perimeter of the structures shall be reduced where natural reduction has not already occurred. 8. All deadfall up to a one hundred (100) foot perimeter shall be removed. 9. No new conifer trees shall be planted within ten (10) feet of a residence. 10. No flammable mulches shall be placed within two (2) feet of a residence. IL The property owner shall be responsible for the continued maintenance of the defensible space vegetation requirements. B. Roofing Materials, Roofing Vents and Projections At And Below Roof Line: 1. Roof Materials a. Class A covering or Class A Assembly as defined by the currently adopted building code. b. No wood shakes or shingles. C. Roofs with less than a 3:12 pitch are not permitted unless they comply with the following: 1. All roof coverings shall be constructed of non-combustible materials and installed on a Class A roof assembly. 2. All roof coverings shall have a surface that shall facilitate the natural process of clearing roof debris. 3. Protrusions above the roofline, such as parapets, shall be prohibited. D. Roofs shall be installed as required by the adopted Building Code and shall have a minimum pitch of 1:48. 1. Maintenance and Miscellaneous Requirements 2. Roofs and gutters shall be kept clear of debris. 3. Roof vents shall be screened with corrosive resistant wire mesh, with mesh one-fourth (V/) inch maximum. 4. Yards shall be kept clear of all litter, slash and flammable debris. 5. All flammable materials shall be stored on a parallel contour a minimum of fifteen (15) feet away from any structure. 6. Weeds and grasses within the ten (10) foot perimeter shall be maintained to a height not more than six (6) inches. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 5 OF 11, Janice K. Vos Caudill, T" akin County, CO 7. Firewood/wood piles shall be stacked on a parallel contour a minimum of fifteen (15) feet away from the structure. 8. Swimming pools and ponds shall be accessible by the local fire district. 9. Fences shall be kept clear of brush and debris. 10. Wood fences shall not connect to other structures. 11. Fuel tanks shall be installed underground with an approved container. 12. Propane tanks shall be buried, if possible, or installed according to NFPA 58 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any aboveground tank. Any wood enclosure around the tank shall be constructed with materials approved for two (2) hour fire -resistive construction on the exterior side of the walls. 13. Each structure shall have a minimum of one ten (10) pound ABC fire extinguisher. 14. Addresses shall be clearly marked with two (2) inch non-combustible letters and shall be visible at the primary point of access from the public or common access road and installed on a non-combustible post. 15. All structures shall be sprinklered in comply with applicable building codes. 16. The Applicant shall comply with all requirements of the Snowmass/Wildcat Fire Protection District Code. 20. The Applicant shall comply with the following general conditions regarding wildlife: A. Manipulation of vegetation outside of the Activity Envelope is prohibited. B. Mesh or woven wire fences are prohibited outside the Activity Envelope. C. Wood rail fencing shall employ three (3) rails or less, be the round or split rail type, shall not exceed fifty-four (54) inches in height above ground level, and twelve (12) inches in width (top view), and shall have at least eighteen (18) inches between the lower two (2) rails. D. Wire fencing must be three (3) strands or less. The top wire should be a twelve -point -five (12.5) gauge twisted barbless type at a maximum height of forty-two (42) inches. The middle strands (which may be barbed) should be located a minimum twelve (12) inches apart and from the top wire preventing entanglement when mule deer jump over. The bottom strand should be sixteen (16) inches from the ground. E. Fruit bearing trees and shrubs shall be prohibited within the Activity Envelope. This does not include pre-existing native trees and shrubs. F. Access shall be provided to the Colorado Division of Parks and Wildlife for trapping, tagging, studying, or otherwise managing wildlife. G. Trash/garbage shall be kept in an approved bear resistant container or enclosure. H. Bird feeders, including hummingbird feeders, shall be hung away from any deck or window, and be at least ten (10) feet from the ground suspended between two (2) trees or posts. All seed feeders shall include a seed catchment pan to catch discarded seed. I. Pet food shall not be left outside. J. The residence shall install round handled door knobs. K. Existing non -wildlife friendly perimeter fencing shall be removed and if replaced, it shall comply with the conditions above. L. The Applicant shall only stock native species of fish in the pond and shall ensure that fish cannot breach the pond and infiltrate Snowmass Creek. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 6 OF 11, Janice K. Vos Caud Pitkin County, CO 21. The detached CDU shall not exceed 1,000 net livable square feet of floor area, which shall count toward the total allowable floor area for the lot. The kitchen contains the following, as defined in the Aspen/Pitkin County Employee Housing Guidelines: a minimum of a two -burner stove with oven, standard sink, and a refrigerator plus freezer. The oven must be able to bake and broil and be at least 5 cubic feet; the sink must measure at least 14"WX16"DX5.25"H; refrigerator must be at least 5.3 cubic feet and include at least a .73 cubic foot freezer. The floor plan for the CDU shall be submitted to the County Housing Office for review. 22. Prior to issuance of building permit, the Applicant shall, by covenant, guarantee that the caretaker unit: a. Shall not be required to be rented; b. Shall not be sold or otherwise conveyed or separated from the original parcel regardless of the ultimate form of ownership of the caretaker unit; c. Shall be limited to occupancy by not more than two adults and related children, who qualify as (and have been found by the Housing Office to be) employees of the community under such guidelines as may be from time to time established, or members of the owner's immediate family, even though they may not qualify as employees of the community; d. Shall be rented for terms not less than 6 months if rented. 23. County Housing Office staff shall be entitled to conduct an inspection of the CDU for compliance with the above -referenced requirements. 24. The caretaker dwelling unit restriction may be removed by the property owner upon approval of the Community Development Director, subject to the requirement that the dwelling is removed or modified. If modified, the remaining improvements must no longer be capable of occupancy as a dwelling unit and must meet otherwise applicable Code requirements. 25. The provisions of this regulation are for the purpose of providing a voluntary CDU on a legally created lot or parcel in the County. Any unit approved under this provision of the Pitkin County Land Use Code shall not be used for mitigation of employee housing requirements as established elsewhere in said Code. 26. At permit submittal, the Applicant shall show proof of a legal water source for the CDU. 27. No development shall occur outside the approved envelope, with the exception of vegetation removal necessary to comply with the wildfire mitigation measures described above. No structures shall be permitted outside of the approved activity envelope. Applicant shall be required to obtain an Earthmoving Permit for any work outside the approved envelope. 28. Prior to commencement of any earthmoving or other construction activity, the Applicant shall stake the comers of the activity envelope and install construction fencing around the construction site within the perimeter of the building envelope. The fencing shall remain in place until issuance of a Certificate of Occupancy. 29. Failure to comply with these conditions of approval may result in revocation of this permit or any subsequent permits related to this property or vested rights associated with this property. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 7 OF 11, Janice K. Vos Caudill, r" tkin County, CO 30. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 2-20-170 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on February 26t', 2017. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 8 OF 11, Janice K. Vos Cauv Pitkin County, CO 0 NOTICE OF PUBLIC HEARING published in the Aspen Times Weekly on the 23rd day of January, 2014. APPROVED AT A PUBLIC HEARING ON THE 26TH DAY OF FEBRUARY, 2014. PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTY RIGHTS in the Aspen Times Weeklv on the ay of P"1j� vLA , 20 j_. Jones, Clerk toAhe BOCC APPROVED AS TO FORM: John Ely, Co to PI - 3 PID:264527300004 BOARD OF COUNTY COMMISSIONERS OF PTTKIN COUNTY, COLORADO By \G✓t—/� Robert A. Ittner Jr., Chair Date 73.! APPROVED AS TO CONTENT: I nd Houben, Community Development Director RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 9 OF 11, Janice K. Vos Caudill, P=tkin County, CO Appendix B: Snowmass Glen Land Use Application 8276 Snowmass Creek Road Pitkin County Parcel ID#: 264527300004 PROPERTY DESCRIPTION A PARCEL OF LAND SITUATED IN LOTS 10, 11, 12,13 AND 14, SECTION 27 AND LOTS 1, 2 AND 6, SECTION 34, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH P.M.; SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID LOT 14 WHENCE THE SOUTHWEST CORNER OF SAID SECTION 27 BEARS S 89 DEGREES 49'44" W A DISTANCE OF 1537.39 FEET; SAID POINT ALSO BEING A POINT ON THE EASTERLY BOUNDARY LINE OF THE HARVEY SNOWMASS CREEK RANCH, ACCORDING TO THE SUBDIVISION EXEMPTION PLAT THEREOF RECORDED MARCH 3, 2008 UNDER RECEPTION NO. 521436 AND ACCORDING TO THE LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY RECORDED APRIL 3, 2008 UNDER RECEPTION NO. 548061 (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N. 00°44'27" E. BETWEEN THE SOUTHWEST CORNER OF SAID SECTION 27, A FOUND STONE IN PLACE, AND THE NORTHWEST CORNER OF SAID SECTION 27, A FOUND #6 REBAR AND 3.25" ALUMINUM CAP STAMPED 1997, L.S. #19598 IN PLACE); THENCE N.01"17'29"E., ALONG SAID WEST LINE OF SAID LOT 14, SECTION 27, A DISTANCE OF 1,261.53 FEET TO A POINT ON THE NORTHERLY BOUNDARY LINE OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED IN BOOK 276 AT PAGE 526; THENCE ALONG SAID NORTHERLY BOUNDARY LINE AND THE EASTERLY BOUNDARY LINE OF SAID BOOK 276 AT PAGE 526 THE FOLLOWING TWENTY (20) COURSES: 1) 5.89°54'12"E., A DISTANCE OF 196.97 FEET; 2) S.14°25'48"W., A DISTANCE OF 187.68 FEET; 3) 5.36'39'12"E., A DISTANCE OF 296.11 FEET; 4) N.73"05'48"E., A DISTANCE OF 53.23 FEET; 5) N.09 -14'48"E., A DISTANCE OF 145.81 FEET; 6) 5.87`32'12"E., A DISTANCE OF 58.11 FEET; 7) N.15°30'48"E., A DISTANCE OF 55.70 FEET; 8) N.88 -03'48"E., A DISTANCE OF 87.05 FEET; 9) N.00°06'12"W., A DISTANCE OF 117.57 FEET; 10) N.88°36'48"E., A DISTANCE OF 435.95 FEET; 11) S.15°22'12"E., A DISTANCE OF 116.60 FEET; 12) S.15°59'12"E., A DISTANCE OF 360.72 FEET; 13) N.87°14'48"E., A DISTANCE OF 200.22 FEET; 14) S.57°53'12"E., A DISTANCE OF 115.02 FEET; 15) 5.83°37'12"E., A DISTANCE OF 86.34 FEET; 16) N.12°14'48"E., A DISTANCE OF 36.18 FEET; 17) S.83°10'12"E., A DISTANCE OF 162.24 FEET; 18) S.14°45'12"E., A DISTANCE OF 230.21 FEET; RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 10 OF 11, Janice K. Vos Caud , Pitkin County, CO Appendix 8: Snowmass Glen Land Use Application 8276 Snowmass Creek Road Pitkin County Parcel 10#: 264527300004 19) 5.26`39'48"W., A DISTANCE OF 131.45 FEET; 20) 5.08`37'45"W., A DISTANCE OF 98.74 FEET TO A POINT ON THE WESTERLY BOUNDARY LINE OF THAT 35 -ACRE PARCEL DESCRIBED IN THAT DOCUMENT RECORDED JUNE 1, 1992 IN PLAT BOOK 29 AT PAGE 7; THENCE LEAVING SAID EASTERLY BOUNDARY LINE OF SAID BOOK 276 AT PAGE 526 ALONG SAID WESTERLY BOUNDARY LINE AND THE NORTHERLY BOUNDARY LINE OF SAID 35 -ACRE PARCEL THE FOLLOWING THIRTEEN (13) COURSES: 1) 5.08'37'45"W., A DISTANCE OF 144.04 FEET; 2) 5.19°13'12"E., A DISTANCE OF 215.00 FEET; 3) 5.11°04'12"E., A DISTANCE OF 130.00 FEET; 4) 5.29'45'12"E., A DISTANCE OF 190.00 FEET; 5) 5.12`11'12"E., A DISTANCE OF 95.00 FEET; 6) 5.35"46'12"E., A DISTANCE OF 90.00 FEET; 7) 5.05°31'12"E., A DISTANCE OF 220.00 FEET; 8) 5.35°02'12"E., A DISTANCE OF 75.00 FEET; 9) 5.48"52'12"E., A DISTANCE OF 120.00 FEET; 10) 5.07°05'48"W., A DISTANCE OF 23.62 FEET; 11) N.89°54'12"W., A DISTANCE OF 1,402.17 FEET; 12) N.00°13'15"W., A DISTANCE OF 696.62 FEET; 13) 5.89°46'45"W., A DISTANCE OF 675.32 FEET TO A POINT ON THE WEST LINE OF SAID LOT 2, SECTION 34; SAID POINT ALSO BEING A POINT ON SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY; THENCE LEAVING SAID NORTHERLY BOUNDARY LINE OF SAID 35 -ACRE PARCEL S.01 -08'38"E., ALONG SAID WEST LINE OF SAID LOT 2, SECTION 34, A DISTANCE OF 919.42 FEET; THENCE LEAVING SAID WEST LINE AND CONTINUING ALONG THE BOUNDARY LINE OF SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY THE FOLLOWING THREE (3) COURSES: 1) 5.89°57'37"W., A DISTANCE OF 130.70 FEET; 2) N.01`05'36"W., A DISTANCE OF 997.93 FEET; 3) N.89 -15'22"E., A DISTANCE OF 129.80 FEET TO A POINT ON SAID WEST LINE OF SAID LOT 2, SECTION 34; THENCE LEAVING SAID BOUNDARY LINE OF SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY N.01 -08'38"W., ALONG SAID WEST LINE OF SAID LOT 2, SECTION 34, A DISTANCE OF 168.94 FEET TO THE POINT OF BEGINNING. CONTAINING 3,064,666 SQUARE FEET OR 70.3550 ACRES, MORE OR LESS. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 11 OF 11, Janice K. Vos Caudill, Atkin County, CO Appendix 8: Snowmass Glen Land Use Application 8276 Snowmass Creek Road Pitkin County Parcel ID#: 264527300004 COUNTY OF PITKIN STATE OF COLORADO THIS PROPERTY DESCRIPTION WAS PREPARED BY: SOPRIS ENGINEERING, LLC, 502 MAIN STREET, SUITE A-3, CARBONDALE, CO 81623 AUGUST 15, 2013 Form No. OFFICE OF THE S I ATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 618 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 APPLICANT 1095 WELL PERMIT NUMBER 213111 - DIV. 5 CNTY. 49 WD 38 DES. BASIN MD Lot: Block: Filing: Subdiv: HOLLY MCLAIN MOON RUN RANCH 8276 SNOWMASS CREEK ROAD SNOWN(ASS, CO 81654 (970)9.23-3244 PERMIT TO CONSTRUCT A WELL APPROVED WELL LOCATION PITKIN COUNTY NW 1/4 NE 1/4 Section 34 Twp 9 S Rng 86W 6th P.M. DISTANCES FROM SECTION LINES 587 Ft, from NORTH Section Line 2856 Ft, from WEST Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-60213)(b)(11)(A) as the only we)) on a tract of land of t 62 acres 1± 67.74 less f 5 acres, southeast corner of tract) described as that portion of the E '/_, SW % and the SW A. SE % of Sec. 27 and the NW '%, NE 1/4 and the NE A, NW Y. of Sec. 34, Twp. 9 South, Rng. 86 West of the 6th P.M., Pitkin County, being more particularly described on the attached exhibit "A". This well is approved as a relocation (replacement) of an existing well, permit 78772. The old well must be plugged and sealed according to the Water Well Construction Rules within ninety (90) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was properly plugged and sealed - 4) Approved for a change in use (per decree Case No. 80CW63) and change of legal description for an existing well constructed to a depth of 32 feet, under iPermit No. 78772(conceled). "The well was completed and the water first diverted and applied to beneficial use on April 11, 1975." The issuance of this permit hereby cancels Permit No. 78772. 5) The use of ground water from this well'is limited to ordinary household purposes inside three (3) single family dwellings, fire protection, the watering of poultry,' domestic animals, and livestock on a farm or ranch, and the irrigation of not over one (1) acre of home gardens and lawns. This well is to be known as Moon Run Barn Well, decreed in Division 5 Water Court, Case No. 80CW63. 6) The maximum pumping rate shall not exceed 15 GPM (0.033 cfs). 7) The return flow from the use of the well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 8) This well shall be constructed not more than 200 feet from the location specified on this permit. 9) This permit has been approved for the use and location noted above (per decree Case No. 80CW631. You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty 160) days of the date of issuance, pursuant to the State Administrative Proc dures Act. (See Section 24-4-104through 106, C.R.S.). I-- -;X— f 7,--'9 f3 NOTE: Parcel Identification Number (PIN): 49-2645-273-00-004 Assessor Tax Schedule Number: R014941 APPROVED W"o a�� DMW t�z;l -Mer OCT17 1n"y Receipt No.,37"Z DATEISSUED -EXPIRATION DATE OCT 17 200D _ O 11MIAd ONicnin8 mm ZO I g9 �12111 N a3HS ainNVIN Ea y� �9 s CN co o a s � � E '8 N2�`d8 J�b'H `N2Jb'8 WdIONI�Jd <�� - g €BES EEgmj sA _o �S12i S.��J`d� NO2J�Wb'� 3 $ YANIH n z_ ..Eye<��a�$E�f���`° � v' a��a N fDU Kid H IS N I D gE131-H � (L of L p d N �g Www z.. pmst ME $�w w_s F$= 4wF�R =gg �yi RM pg jj gg5 �E 3FEw 8F� Gg� �Go aid asd� o r y g�a w H. �gF�� 3 w`� Hig ? g w haw wg �$�w�pa E waa€�FLL;g��a°g .d3oo3 dos�W a LIJ �� 3�LL83d a �LL 3�dNo o 0 Z F�9F��9,,FFF�F yaFyFF �i F Fr F �F F �r FFA p, a a an a a as a ww 2 awwwa �u7 i��uiu��u��� iso own I I I I I I n n o09no, 0a aro �� 9Ji3 M ' 22� Q€ - ■ $o° I r 1 1 1 1. e ,1 .. /. d 400 Co \ \ 1 ` s r 'ask I 3 S /♦ 'u uw 3' /+ / 40f a 1N3iNnOOCI NOIlomj I SNOO N o '8 M:WS AVH `N2JVO WdIONI�Jd �� Z N d Na t U o is �"�z�my�� �S�°J � � E po E �� of INA"If "HIGH111& 1 I 3SRA S�3�!DV3 :NMJ3NV0 � �O ma�°o z' mom °i e y `�$b $d<HT Z� �a® n—na N mU O 2mke C'§§c9 £E1v UAd' d m O fn wa ���W> �� lull of ? 3z <� o lull W ;y <���� iF xis o a �_$ dot � _ I��"€ Wd $ W f H Q 8H <o � as �VSWa l ll all t galls 1111; n ees o�nga gHU I 11 I X25 ��s< o<`� K3g `3. $ l F = W Er € % o in iso IN �� 8 �� 1!jg mw o° H 1 e Nwil"m Vill! dilgum in!l � =dal in R OCR 16 NO 1 HIS 15 In ac fm PaN of frtia.as�§'E stag lilt Tm°� .`4 Tom' ymX+ag kC fit a ai h - r$<g lull frE%2 em' i1 SLB€H $e„ ..p44i z n. s.c E.. E gy c,e 2'E a' a soma 3 8$0 = I$���x'i��a� $ 8 � 111 ��:�-�- y p " a��css �? xi6°�� .Q ry,E-£ �aaE„m�° s„�#s^' sgx�` � p �a .__a, F s� a- 3 �SIT b � x H HOW "FFo- age z s 3 Y's SI T 1 � a �I311 p� 8 ;c €nil H ph a H s W sg 11111 IN 1911 H 1111 Hill! � ���� W€ � �� s� s0 1 ���a�� �9 �F Q NoW 1H -111 � fg gall"! � a� �� � 91 1111 Hal �� W °WIN � �a�a� �_� @ � ��-W all"! � ���g �� a ��c ; �� ��" tills W� zs�oa s � 121= f§ lul �€s�1is ��:s �i �� �€ �2 � ���� 01JA tls- 8 1 !FOS � o~ i Nil zV0 1 F k HIM 11 �� €� :�� k�ckz HIR 1 s 11 1 n � '" F��$ 113ull g� I�>g �u�` �m �2° _�<io<°� tlf�a9 �„ ax � Q� ���s pill �,. NOW �°°J gp� d Sy<tin OSO 52 wrc C11 11 � oe 5 W9"g Hull IMP �W�1m 111 off'^ WWF '11!q Q; 11 in; ,g W. � 7 �b `o G- I =E_HI goz�-o� �a � Soo3 £ CExa0 3 ��m Mimi �- Q �o ., o .8c �o~d & �: "��j HIS 5= a' s € a s q Q1 _ ._. �9�� IN15 ����� iSFQ _�� Wo 8o mai =W Wmd €G o .m o f 9= a sa° gQx �� "2Wg � m - F�° Em x m_ x m NOR ' my€�o iS mr ¢mo �� z� m= zm� ora- �k�"�3�� �i ���k< �F- w.. � �°o b-�3 $k��., &Z �k $z€�7 �•_. e3s� <oo Wtis xa 3 Hill ,a1 1� T M T �• i#�I. psi 8 l ' 5;���• � l # � / �S � �M iil;I i trJul T M T L o o s as W 1N3WnOOa NOIlomjISNOO 1� o ty u) N I IImIN4:011111Jill (13HS 3�:jnNVN g N�IbB J�t�H `N2�b�8 IddlONl�ld �b�sti gz M OV o we 5 €� a � 8S1�V1 SI37J 3 •NO�J3N V J �O _tical n = Z Eg �ZN mm NmU888 � 6��P6GS$$m��0. aa� 0 0.m0 y yyng C...... • O'. w O aw. 363C5i �:` ^��z • s 5 a�b45 Y ��6 MIR ut 121 PH IM!azo<°e� � W�°gig H �m ifflig aflo Wo H HH2 e � y� HIM Hi 11 awe �Sgu�fl o�k1 Si 54 �CJM S� 'Z clk 7�SS<ip� gg y a E� 838gu g $�^ d J's �� p� H1 53 nms E kkgg e g e33 a y3Ilk I t get ilcu is SH 'A' g. 9 r, . • .. iE 1l a , aEm ar 5's�5gs 3m;o-�, LOZ 1.1 $sBaa@Erx Yc°:�.°8 11WH3d T o d v/ ;"Ie5t g' ° °gym$ < $ 8 ..1 m 8mi:t�yF` ogg 8 m N21d8 'Ind1:)N12id aCq CU�j W m F o E 2� E $F'm N a !lgWya B b<Yae Q W 35121 Si3l9V3 :NOU3WVO o o Z Z �� J� m 3aE mzs9$ ��� VVms W m m ��� m C°uuu`E E��z m`-@°cES°@Eiv a. a)=1 a �Q V t m hw W Y U I pp4 30 mw� o"O az L- s o E Qoo-gi CII n�0. 121102 s N -I-� n, �oi�s :� mm5 a °ELo�i• Vgm 11WH3d �9 a �Uw0, ° m g m8?t9sWrP£=,�a E nP miS a� �' BE:Y oras ;imz,� s m W0s0 Cq 'n vl �� 24,' as a�g.zg s,stt a m NHVG ldd1ON12ld �° d' w + s�� s5 =��r$ �amyr_ey�'a�a o L m E E a z p 35121 S�31DV3 ■NOU3Wd� 3 E ) LLI a m Sim _m�E amm?": �m.2 2?�_g �s �zU z� a m a�ai my t 9gaysm `u W m m auuumY `•uEmc $Oc E �..@Eaa'm dN�aaa N"O �� W O ' L m U) IL R �ijR Q � a I . I I . Si {0 II MATCH LINM SEI,` SEE I A. . I . . ,.. I . .1 I . .1 1. I I I I ... I . . I . I q ... I.. L 2,1 w � 1111 f t/ . / , , ,mm , a � ♦ , , ry .. , -.. : 1111.:... 111:1....- - , - ' t.. < 1111 ` ;t�j{E. 1111 , 1 0: , f `.. 1111. , , c 1111: 1111 t � .. :. 1111 :... 1111 v. - - f r \ t g t T NOTES: - t �.� � E E cLTA� G NEppL h , ,,INS. SEW SH E RA . S pp ATL.H J \ \ t t \ € .ter f / TI C E BASED ON THE EXISTING SURVEY PROVIDED BY SOPRIS ENGINEERING. } t, %\ f w 1- EXISTING CONDITIONS ARE t i 1. EYP \ J , t,: LL o ,.pry7� 'i , , \: i4 %+ • _.._ •_," r""' , a ;' f THESE UTILITIES, /AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE \ . 'C I'll 1111 \ _ " r" \`- -; W:: - .,,,.,,.?,,... m . < a _ f 113161 \ 1 , 1 ` ' i / + 7 t I / RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN LOCATES OF ALL EXISTING UTILITIES PRIOR TO \ A� I ) m ¢¢@@ ` / � I - i l /\. /`� / ` CONSTRUCTION: I \ \ ,l I �, /' PROPERTY DESCRIPTION 11 . 1. I i + ,_ , LANDSCAPE ARCHITECTURE 5 10 11 12 13 AND 1A SECTION 27 AND L0T51, 2 AND 6, SECTION 34; ` t ' \ } t t € i ) -1 + \. / \ � 2. EXIST;NG CONTOURS ARE AT 2' FOOT INTERVALS. A PARCEL OF LAND SITUATED IN LOT , v � i' 1 � LAND PLANNING TICULARLY 4 t -/ N 6TH P.M. SAID PARCEL OF LAND BEING MORE PAR a ti . . TOWNSHIP 9 SOUTH, RANGE 86 WEST OFTHE , ., - „r` i t I f =t LL f \ ' 1111 \ `...^ „ � 1 \ 1 t¢ � 3.' PROPOSED CONTOURS ARE AT 1' FOOT INTERVALS. URBAN DESIGN. DESCRIBED AS FOLLOWS. ,\ � � f ., mit 4. � _ _:_ . t , t , I' c fi I OF SAID o , , .. I# 11` D LOT 14 WHENCETHE SOUTHWEST CORNER } � 1 � � : , � BEGINNING AT A POINT ON THE WEST LINE OF SAID 1111 , � , � , , � tt /\, 11/"\11; 4. THE ON WASTEWATER TREATMENT SYSTEM (OWTS):LOCATIONS DEPICT POSSIBLE LOCATIONS 5$Q Main Street, Sue O SECTION 27 BEARS S 89 DEGREES 49' 44" W A DISTANCE OF 1537.39 FEET; SAID POINT ALSO BEING A'POINT r , 1 ; , , 3 SE \ \ \' . \ r I # \ `,� WHICH SHOW THE GENERAL SIZE AND CONFIGURATION. THE FINAL OWTS WILL BE DESIGNED FOR Carbondale, CO 81 623 1 970.963.6520 ON THE EASTERLY BOUNDARY LINE OF THE HARVEY SNOWMASS CREEK RANCH, ACCORDING TO THE f ' ' , , ' ,\ 't \ E ' ; { i d SUBDIVISION EXEMPTION PLAT THEREOF RECORDED MARCH 3, 2008 UNDER RECEPTION NO.521436 AND 'i ,i, t. `' t �<,_ I, `\ \ " i t .l 11, 1111 ' w BUILDING PERMIT. ACCORDING TO THE LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY RECORDED 11 \ '; ; t. . \', ` ! ` \ 1 ''' 1, i t i y + + E \11 l -" * \ i # 1.1 t 1 .\ i 11- i 11 6. THE FLOOD PLAIN INFORMATION SHOWN HEREON IS PER THE FEMA FLOOD INSURANCE RATE MAP, PANEL REUSE OF DOCUMEhIT APRIL 3, 2008 UNDER RECEPTION NO. 548061 (WITH ALL BEARINGS HEREIN BEING RELATIVE TO ABEARING % \ % ,, :, i % , i _ i { 1"; \ e 08097C0181D, EFFECTIVE HATE SEPTEMBER 30, 1988. , ' ° ' /' i`;, WILDLIFE RESOURCE INFORMATION SYSTEM -THE SITE IS NOT MAPPED WITHIN BIG GAME RANGES OF N. 00°44'27" E. BETWEEN THE SOUTHWEST CORNER OF SAID SECTION 27, A FOUND STONE IN PLACE, } \ ` \ 1 AND THE NORTHWEST CORNER OF SAID SECTION 37, A FOUND #6 REBAR AND 3.25" kIUMINUM CAP }` ;} \ \` t, \ i .; ' t%t I ' 11 t.r /♦ �t4, 6• ` This document is the property ' ` i"' `` ' W 7. WILDFIRE HAZARD -THE DEVELOPMENT 15 MAPPED IN A LOW HAZARD AREA. of DHM Design Corp. Tire ideas and 1 t :. :t E ' vj t, i s S ,F STAMPED 1997, L.S. #19598 IN PLACE); THENCE N.01°17 29'E., ALONG SAID WEST LINE OF SAID LOT 14, i , SECTION 27, A DISTANCE OF 1,261.53 FEETTO A POINT ON THE NORTHERLY BOUNDARY LINE OF THAT € I `° t 1 I 1 z ,` ; tt tt ; \ /" \ I { ( .k, /\ r/\ design incorporated on this PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED IN BOOK 276 AT PAGE 526; THENCE ALONG SAID i 1 p ( i ,' \ / A '.. j professional l is an and shall 1 not be I ' f 1' ',\ \ \, NOTES: NORTHERLY BOUNDARY LINE AND THE EASTERLY BOUNDARY LINE OF SAID BOOK 276 AT PAGE 526THE � i ! ( � � 1 } � +\ * ' r' 1 t�'` t : : I i } } _w ~' ;. °6 I 1 THIS SITE PLAN FORMALLY AMENDS RECORDED DOCUMENTS AT BK1p7 PG33, BK107 PG34, BK107 used auth�tkn other DW De*n p without \\ FOLLOWING TWENTY (20) COURSES: H I I t 1 4 ? t, J1 "' f ,. (i ': \ PG35, AND BK107 PG3$. + x \ ` I 1} 5.89°54'12"E., A DISTANCE OF 196.97 FEET; 2} 5.14°25'48"W., A DISTANCE OF 187.6$ FEET; 3) Ii ! E I f ( 't m `, 8004 „ { ; f w / , ;` y ~f /♦ -/% 2. SITE PLAN ADJUSTMENTS INCLUDE A DRIVEWAY REALIGNMENT WITH TWO TURN AROUND 5,36°39'12"E., A DISTANCE OF 296.11 FEET; 4) N,73 -05'48"E., A DISTANCE OF 53.23 FEET; 5) N.09-14'48 E., s ,t j { j { { « D ` / \- u, f `""-. f \\\ ` LOCATIONS THE MANURE BARN AND THE RIDING STABLE ACADEMY BUILDING LOCATIONS SHIFTS A DISTANCE OF 145.81 FEET; 6) S.87°32'12"E., A DISTANCE OF 58.11 FEET; € ! 1 I f ' '1 1 ti ' \1 1 x \ 8005 ` " f '' � 1 � ♦ ` I ` 1111 SLIGHTLY BUT REMAIN IN SUBSTANTIALLY THE SAME LOCATION. THE EQUIPMENT BARN SHIFTED • 8 N.88'03'48"E. A'DISTANCE OF 87,05 FEET; 9) a u , I Y �` ` "' x ? 1111_ r TO AN EXISTING CLEARED ACTIVITY AREA. MINOR ADJUSTMENTS RELATED TO GRADING ARE 7) N.15 30 48 E., A DISTANCE OF 55.70 FEET, } I t,:,c I `^� x l K SETBACK ANS ' ° „ DISTANCE OF 435.95 FEET 11 I ' ',: . { j * r $005 1 # N:00°0512 W., A DISTANCE OF 117.57 FEET, 10) N.88 3648 E., A D ) �,: € ( ) j { �'`�� .� x % � # `� �, REFLECTED IN THE TRAIL PARKING ALONG SNOVVM,4SS CREEK ROAD AND THE PERIMETER TRAIL DISTANCE OF 135.60 FEET 12 .5.15°59'12"E., A DISTANCE OF 36D,72 FEET; I i } t ' , € { �*'` s " 80 4` ', "' ALONG SNOWMASS GREEK ROAD, ALTHOUGH BOTH REMAIN IN SUBSTANTIALLY THE SAME ��dShte 5.15°'22'12"E., A D►S ) , f , , { : ' \ " � , / ^, ,/\ '_ I I :: 13) N,87°14'48"E., A DISTANCE OF 200.22 FEET; 14) 5.57°53'12"E., A DISTANCE OF 115,02 FEET; 15) ° i + I ; I I t ! ! I ! k rm t X - _. I-`"gOQs I` LOCATION. :< S.83°37'12"E„ A DISTANCE OF 86.34 FEET; 16).N.12°14'48"E., A DISTANCE OF 36.18 FEET; 17) S.83°10'12"E., t } ; : I •, _. #) I : I ~� ` ` w ' =:( ` T Y�It rim `* Development Ett A DISTANCE OF 162.24 FEET; 18) 5.14°45`12"E., A DISTANCE OF 230.21 FEET; 19) S.26°39'48"W„ A DISTANCE i # 0:0 WIDE RQA�,RC)iN x x \ f I ; I , ; :4 c, pt ' ~��`, a� /\., /' GRAPHIC SCALE OF 131.45 FEET; 20) 5,08°37'45"W„ A DISTANCE OF 98.74 FEET TO A POINT ON THE WESTERLY BOUNDARY t'I O MASS • REI5K R A y�, ;? x * p o \ ,`' / "h \ \ E 1992 IN PLAT BOOK 29 't t i i `. 'h \ \PK. 745"PG: 788 N ' NI \ INE OF THAT 35 -ACRE PARCEL DESCRIBED IN THAT DOCUMENT RECORDED JUN 1,11 50 0 25 50 1D0 2ao S OPRI5 ENGINEERING, LLC. AT PAGE 7; p } k �, ' `y \ �. t \ \ � , \1 '� 1 06 �DOry !. / / 't Y�--'�'--' �`} E OF SAID BOOK 276 AT PAGE 526 ALONG SAID WESTERLY ,I. t ` ' . . \ THENCE LEAVING SAID EASTERLY BOUNDARY LINE I i t i ., \ \ ti \ \ � \ . - , t \ t 7 FLOODWAY "1111-:✓`\ BOUNDARY LINE AND THE NORTHERLY BOUNDARY LINE OF SAID 35 -ACRE PARCEL FOLLOWING } ; 11 \ , `s < ? ? N FE / FEMA/FIRM x }� ! ET THIRTEEN (13) COURSES: _ `...h =I l= h ' `\ 'i1 � '. ': `'= i \ - �.,-i / / ' I , _ ' -'`�� C� 1 inch = 50 ft. I \ \ "I ,I - / -_ A DISTANCE OF 215.00 FEET; 3 i i 1 5.08'37'45"W.,A DISTANCE OF 144:04 FEET, 2) S.19 -13-12"E.,) ; z : } r r � (}� i 3111._ .:,.:.F: - . �....'. .. - " - '0,,� o , It .. f S • � 1 ' �. 1111 1111 a- .: 1111 ... .: ... r _ .. .:. ... :1111. ., •. 11.11,.. 11.11 •. 1111 ..'. W .: i t a .. ° ' " 4512 E. A DISTANCE 190x00 FEET 5 5.12 it 12 E., i x 0.00 FEET 4 S.29 ) , h ,- 11.11 ... >< >, '�• E. A DISTANCE OF 13 �; ,a , t '`•., 10412 � �:' . , f ,. ---� / 1'111 4 ' t I , O Y� s „ r »I A E ' F \ J 1 tt . f 11.11.: ... : 00 FEET- I : IY;� OF 90. � ! "' , DISTANCE •'� i ` E. A DIST :-:.rF:`: 5'4612 '`1 " 0"' b A DISTANCE OF 95.00 FEET, ) , \ /... ... . , 1 .r+_, . „^ t f' 8 } r` 1 Af ,. •'•::�:^11:•::11-":•:::'-::`',:: '_-.,� � , { A t . i 1111- �: •'../ 1111.. 111.1 (STANCE F 75.00 FEET 9 / o0 1 8 5.350212 E. AD 0 ) It t (/ ..: a E. A DISTANCE OF 220.00 FEET \ > 7 S.OS 3112 ) \ \ / f�/� \. ° ' DISTANCE OF 2 .62 FEET 11 F 120.00 FEET 10 S.07 05 48 W„ A 3 ) t ; i 1 `°q :/ :...'..'..:;': , 5,48 5212 E., A DISTANCE O ) Ii 1 ; i �, '; E 3 , # [ 3 � : }} t y `1111, ., . 1111 . -, . , � . { I -. . 1 1 1 1 . 11:.11 1111. .. ° , - „ ° , " _ _ r 1111 .'i .. :1111. 11:11-:.;. ' '0, 315 W. A DISTANCE OF 696.62 FEET, ` \ r ° \ '; OF 1402.17 FEET 12 N.00 1 I s { s , W r� 1. N.89 5412 W., A DISTANCE ) 1 { n \ f f : `:'. v `; \ F :I i f { { f r , '"":_ '1111,.. : ,. ,....:'..- •'-:11 11., i ./ !r t\, } FEET TO A POINT THE WEST LINE OF SAID LOT 2, SECTION 34, , #, ; , E , . �°ti .:'` , . 1111>, ... 1111:. 1111,.. . , ri \ t 3 S.89-46'45"W.,A DISTANCE OF 675.32 E f s , x %s `er a f R s% AND HARVEY '� SAID POINT ALSO BEING A POINT ON SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AN s I { ; f J r t p /\ I< i F { - { f { J ` '� Af ,./ ,/. ./ '�' 't `\�\` ,. ".,..,,r' `'1111.:•- °' }11; �7 '-O f j £ . "`^� :/.. 8 ,p +,� sr� \ ,_ .e' tf i PROPERTY; O { i { { \ " � A ! O O F �`, i f t 'S f \S \ �j f ` p5 nn-- l { ( \Y W f S +1 i E F / . . 1111 -, 1111 ° . ALONG SAID . _... 1111::. - :, , 11:11. - ., 1111 � y OF SAID 35 -ACRE PARCEL5:01 0838E _ � , { \ � "' • C LEAVING SAID NORTHERLY BOUNDARY LINE j THENCE , , t . � ` � f i'� `�� `� .. . 1111:,. ,. .. .:::.•.:: 1111 , : . ' , `... , ... - 1111. .. .. �...-..: . _ . ` .": . - �. / ... . 1111 _ -= ST LINE AN � _.1111_-.-- / SAVING SAID WE I •R' \ -9:42 FEET THENCE L ,• I TANCE OF 91 O 34 ADS •t F SAID LOT 2 SECTION ' ;," •. PIPED " WEST LINE OF , PROPOSED t PROP ts'ii , , 1111.:' 1::111. , , -'- - /1111. . , - ADJUSTMENTOF MOON RUN RANCH AND ` ,..... ... .. ... - 1111-_ " -."" - 1111. , .::. ..:: 1111 ITCH •�, � CONTINUING ALONG THE BOUNDARY LINE OF SAID 10T LINE f ! s //r " ..__ ; .. , ...: i RIGATiON D ; \a, f _ f /% / / ,�, 1111, ..x �. V ./ F F il, ` YM HARVEY PROPERTYTHE FOLLOWINGTHREE 3 COURSES: t r ' ! f i� r " ---- " ry / ( ) -J S 5 3 ^ � q'q �f'.. `, / { #{ ��4i, �G: �/ \., fit f f r' '11 / - „ > 1 W 3:' ° „ I AE . \ F 5 W. A DISTANCE OF 997:93 FEET; 3 r • f /, f „ `- _..._ # \ 1) 5:83 57 37 W., A DISTAidCE OF 130.70 FEET, 2) N:Q1 05 3 ) ' f t ! i f " I r' j 11.11-_. _1111....:' '; P£ �... � - . ✓. _ - .. �- . ../ 3 `; `t L :, l 1111., / �\ ,C.. A POINT ON SAID WEST LINE OF SAID LOT 2, SECTION 34; f t~ N.89 -15-22"E., A DISTANCE OF 129.80 FEET TO {; f f t , /f } p11 t 1 iJ l f x ,i€ +� 9 , ��� i / �" s 1 s vY r I j, 0 >, f FEMA/FIRM ZOI� i I G S ID BOUNDARY LINE OFSAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND , .} ' THENCE LEAV N A �// I \ AE FLOODPLAIN t \ ` . ,,.-.,.� , HARVEY PROPERTY N.01"08'38"W., ALONG SAID WEST LINE OF SAID LOT 2, SECTION 34, A DISTANCE OF f, / £?t�Rn \ t, t ; a �'i, 11 / . �_ - .. I 800LINE e��' `I ';168.94 FEETTO THE POINTOF BEGINNING. f 11 "' 1 f r t •. -,- f/'' \\ q L�- : - ' i I } { q \Y" ', .l ' I th ` RE FEET OR 70.35SD ACRES, MORE OR CE55: `` / ` / ' - �� CONTAINING 3,0.64,666 SQUARE / / \ �} ` i '1,0 i1 { :1 i -,* "" J. r' I . < f• ti / \ ` `oF _ `9 , \ 8O _ /1 l I1' Y {{1{; `S�•` ' 1 I, ! ! 1 f 11&_ - _ 8011 8011 Ip ' { f { ,, ;` COUNTY OF PITKIN /• 1r. i t f' $ R0LL'i3UT„ - „ I i , 5 " A � I � •f If j, j � \ \ _,/\ - STATE OF COLORADO I / , ` ``'`, I 8 ! s # . k j 5 // � 1 1/ ,� x'.LONG ROAD ,�� .7v \t � 011-1i I f 1, '` ;S,# FEMA/FIRM-�-�.�" w, W\ Q 1�¢ `� ;f {`f' ` j 3'f r' 1.. ,v � __ � � t � ni .. 1 f j l jf a f FLOODWAY y ' . DESCRIPTION PREPARED BY: : �.,. Q j o . W... :: THIS PROPERTY DES I i i r( w h ' ", ` \ r G LC 502 MAIN STREET SUITE A-3; CARBONDALE, CO 81623 • , �: W = - v /// SOPRIS ENGINEERING, L / August 15, 2013 # ' t ! .` s Is f ? ` fZ:i' __ b, / R J rc; t l ",t ° > t{r { 5 f F Y> W Ef 1 i l�j- / 11 • t' {11 E �,,`.1' r' r`+ f / - ... W_ I ' `+1111 / !` L j . :. x x f M . x� .j m i \ \ I r .J 1 fJ IZ ( _ J .. ..." 1 4 y _ > ,j/ k /' ''f- ! { ! ,/ " r > 8010 { s SNOINMASS CREEK �.. ,1 ' fr -t 9 #, d� 11 . / " 3 xf I i. s" . , 3 1 r'� , r , f , 0 .. ..� W 1Y n> `S,`, I f t. ,`..`/ i ! r' t, /, t I �� I t , 1 ` \ AE _ Af _1111 AE /' "'JIl`�1 1 ,/ /'P / i w t „rsr 1' p /1r Yv /; . / `'� - I I< r �y, 1 �1 / I W 1 / :: PROPOSED \/`1111 _,/\.,. EXISTING PROPERTY LINE . % tfi f: �/ f i i \ \ �' �_�_ ' pi " „.. -.✓ it r OWTS �\ t - :i r -O t z is - ` i r " � - •----' '---•-- - EXISTING SETBACK �e l r # t / F 1 9 I I i um?� I A i f ; LOCATION `', \` /U i I #` / e, ; I +\ F __ - . rr POND # ,?Q F ,/`.,.. /; _.-. -> EXISTING WOOD FENCE • `f T 9. `I ( S, t ` iy '`- `�i 4 PROPOSED {qs ; `` O { ? '� t // ) I 1� t: - I I A} j . ' \ ff J ;I x EXISTING WIRE FENCE Q i f . / OWTS LOCATION �` f i' WIDE GRAVE" ; ? \ sr J' / ;t ' ..-- / '4 W - - (STING CHALK LINK FENCE 4 (n % I /r! 4r� „ \ DRIVE o I \ i / i;l Im1: / - /\ EX cc Ile _ / _ .'b 41Uo r / c ! :; ;t; I `� JJ } W 3c��:. EXISTING ROCK WALLW ,�(1) (n " r. {� 1 1110 `r OF E �j '',;Ii i / } I f} ..,,� . �� II- \ t 1 lf` �. c / ! q u - ._. t' Ii fir, \ i FEMA/FIRM FLOODWAY LINE r r �-` ) 1 � .„_. /' PROPOSED XI5TING 033 °`� /\ \ ' `;� Q` <, jI vS i_ '1 `: / i " . . BARN , ISLAND J °� ,, I FE -FE ----FE EXISTING FISHING EASEMENT J" f ,, r pY m „,-1 111..., { } 1 / - ! { ' t " I) r 11.11 ' l l t., OPOSED IRRIGATtO ' .,1 \ , � �`r' r / P� , % i { .� r, � I ,\ 111.. H all FEMA/FIRM ZONE AE FLOODPLAIN � �►. ,; _.. w , i , f f � t „ \ / r AE -',G ,,. 11_.-11 1111 ;1 , ,. '\\ ENT B .--`" t.. �.. /\ _, % LINE ►/ Z IF I ry PW �. AE _._ AE r-' `\ CIUIPM I, dQ \ 4 Fir I s �' ; - �, f' ! h\ 3 8o m f ; EXISTING ELECTRIC MANHOLE W rn O /` I p `. �\ \, „W _. ,.ti I yF\ ,' - d_ l `�\�\\\ YEAR ROUND I?R'Y HYDRANT a� td w'; EXISTING SEWER {UTANHOLE Qi ` { ,. - ' `"' 1111..,, •_ t 1s yq ; :} F , , cP. J ,i ., \; r^- ..-_1 .---, - , ,, \ ,., `�. \ '1111 1111.... F! .. 1111 `\ �� . W .}J 4 1111.' :' N \ _ _ TI Y WIRE s }r w ' w. DI , _ _ '- �\. R 12 / � `\m.,. ,/ EXfS NG GU \._ 11.'-11. -� , ,.�"'''" � .• � Ar�� �� d �'\ Q L' w \ `". ;� `~ . . _. _.. \\ • . WI H F RE DIISTRICT d +' ( \ \ PROP. T!O 11 �III� ! _ ; " .;\ ;; f =ai EXISTING PCiWER POLE iCn , t `\ __ , _.. �� GALLERY FOR E ♦\ 1111 `%! \\\ p.. t .--',.-... :.__. 1111 „ % 1111 L. Af ... ..� "., , _ , fi \ ". I ��� r .. , - ♦ . __ \ :' \/\ /\\ r EXISTING FIRE HYDRANT 4D . I :1 ; w._. _ r \ P� YY..P RKI G SIAL \ , /\, � �, (!t \am -I / ) E o\� "_ , :-.. - PROP ED 1 PURE , 1 \ 1 _ : •. I TING WATER VALVE - �.,ilfST�NG WELL TO e ' "�. _. (T'P sF , ;`� PROPOSED \` ' EXISTING - 1111 ...-1111,_. 11'.11 ' _._. A ? ; I ; AE .� w -._ ,\ _w.. -• _,- �\ U P 10 5 ORAE TI NI ......` ' ." 111.1 ` v NAY ♦ CORE & c C9d& , `\ \ ;/ ' I� MAIN HOU �. \,, � 1 p W r. f ', l : AE JF - \ , ` „ 4,,- 1111.,,/\ ° 11xf NG CURB P y t t ,\* r a• ..,_ ( l `-, `\ i, ' '- GE R S VICE \s, ; � \ g I • `,. \ Ttil ;i x \- w Gv EXIST( STOP ` _-„ f ' \ _ ` _-- _ `' _. "'1-" 0 $WATER SUPPLY Et7 HRE r \ \ , f ,� r-- -20 ,� EXISTING GAS METER r , �, -AE:� r I PROP `jE..j I \ " {. . '"' \ \ 'F�'"" i... f `1111. j - - ' ' ' i.�.",; `," " \ , , , , ,r 1111,,. E ✓ 1111 - ,� •` ., f# ` i \ \. 3r s / g � 1 Q AE `, \ / ! StJRPRES51E1N A_NI� . RO a f f \, \ /\. /\ TRANSFORMER 1 f At \ I \ - \ \ ,` , .1 EXISTING ELECTRIC TRANSFO M r7;. �, 1+111 At t \ / MD E WATER"`" ` _ t,- /%. „ ✓ P OPAJdE ✓ "� \: \ Jr O y f } �, - B RiED \," ,, ..� \ , 8 „ . / 2:218-. ".....1.111. / \ ., -"-- -- -•- " - tiAE f • �, �, { \ \ EXISTING ELECTRIC METER ' 1 _ _. W, , 1 TAMC I \ t y , 01 6 \ -" \:, .' RV' FRO _TING \ _ AE ., f `SA!IDE GRAVEL \ ` r. �. .. \ O LL .. "' t \ C jr r ' /' \ / f� / _ .r', W !' , EXISTING TELEPHONE PEDESTAL .s � \ \, 'ter.=x€- \ `,. -PROP OSED E 1C 3 f '�' �/\, m (5 { s , '\„ HONE S Vi" Q EMAI'N f 1011fts" , F�OSTINU`TELE15, W . \'\ PRI} OS_ED FJ TRU K I �` '' \ F t \ < TR}NSF: ER R.. EXISTING SEWER CLEANOUT \ - G7 C \ 'i r ' o f �, _-, 1111, , X P RO.P �a t { - - _. ,� , 1111 1111, -.. � - ,w PULLOUT 3� 40 � ra. I . � ' PROPOSED ELEPkiONE AND'GARS RVfiEE _." N' F' X ,,,'``"�..wt 3 - t I -a- EXISTING SIGN d" I Jv { F a "! - r _ } MAN BAR �. .- GARAGE I \\. ! , w \ \: i„- J.. . � 5 � 1 " „ \ \, .. �,.-._. _... 11-11. .. `... � j� � � �1,�' .. i at► \ / � _ -\ P H \ r - I ; .1111 � W I .1, .r, ti l;ATED A -"1111 t �. � \ �: \ / `-1111 .-._ ._.�. ... , .. ,:. � - \ B \``, I I,/ i : '\ \ 3i „ .� ,. ':.. -."_. `1111, `„ � .. .r :1111. .. ' � �` "i { 1111 F .. I Ji � E `�. .Y.. 1111..-., E "'ti. l Y.� \ I ,. 1111 .,". -1111. < •-,-. ' .. ,. 1111, . � 1111 , r _ G- „1111 \ _ J - / ; r 5- , TC \,.', y t \« G ETC ., /. \. F 1� t. :' , 1111, � ... 1111 .. - - -' ' 1111 �. "`. ,.^ - . _1111:.. \ , . '., '� . _. � `' "1111 , 11.11., . \ w._. 8 PAR CLL " } `` .- �,, \ I ., _ _ \ ', , I) \ \ \ \.. rC FP PQ EDTELEPH(}NE, 1111-_-\1111 `"-^, /F: - 'f \. <i' > , \. '\. '"\ 'l� .�, K •,-1 '� _ ii " E H '``\ 2AP�ItINLL, EAE \ \ z ` N ELECTRIC \ /\ / ".. ♦ GAS A D o ``� v E / ' �� ~\`. �� ` \ \ \, _ �� ( 1111.... 1111.. .� 1111-. ,� / 1 t / 8:x1$. `♦` , ��. \ \ ( )w 1 \ t - . 0 RVICES ''\ � ." ... "f SE �" w \ a `s A' x L! 6 . J' \ � I 1111.,.",- - 4 RECY CLING SH $ - , - ```SRA `�. tr \,` f` _r \ \ " RE&DENTIAL \.. I � �, _ t, PROJECT NUMBER: DATE .. `\ D` LE C �' Ae. �`f�CrPO`SE E Ri , .. -r � '^rT E " B E �} _ _ , 11/\11 -. RECYC ,�''f Lf ' � :� \ � TRASH UP BA CK � \ _� - .11.2 14 .. i` � 1 � 08 `& 398. .,. b i-C�1 - f ❑❑ \, i' \ -- Q ,f . \ _ m._. I J117 X 1, D .�r .TOR `�, •� "t -..G t "`�.�. � NE. , 1111 <t,.` I \ `I. t AE-� � \ \� i �I '< � h'. '� �,}_ "�. .. ,.- - '1111 I ._.. --�-. y \ J ` "V T 1 ! ''", �..Y• iI F- \1111, A . `, _, '/_ -'fes Pr \\ �, ` , �, ; ----• `'1111 \ .'� ; 1111-. .r _ DESIGNED: \ awn? .�' _ ,� I C 11 ` \ •,. , , � ' ' :4 & P RE'iC� E f - �' ' `..�� ' ��.� '\ t " 1111, �yE„-..�:.:-. AE . /''� Q_: �....,../`'`•, 1111,. 4,C9b0 �. _ _ 111.1. • f + „ � _ „ 1111... ...� ."� t " `i. `,\. \ r - . - - < t i �3R_ \� , r I 1 f ._ .. ..... /' ✓ `., •1111 } y+, 1111_ ..." „ a- i,. _ PARALtEr ' _1111. DRAWN: \ i (# \ i ♦ s ; 11VATE I r 11 1111 -~ �_ _ a 1 fI O O ?` 2}, y ` 1 „ ' 1 i 1ARKING SPACES r w t ` " : �, f- q '``+ A i / . " _ - `.. f ! Ili CHECKED: I `i - \ / `' i f i 1 PO . D 1 pE .�D " AF t ac /` \ i i I \ r' \. -- 0 .. lyAt i / "^{ , i t ro PRO } 8x18 TYlp. / �-�...� /♦,,,.,,,/'`"..,.-.. _.�. `=1 `'L. \r ' `.," r t I. .�''- ,�.� `.t ,.� ,. r , /` i 't i t i I 1 f WATER0...r"'"" F/. f` 4 1111, I11 , ,\ ' , I POTENTIAL'GROU . ,/ \ 1F A \ ` } ' I SERVICE I­._­%4__.� I r '; f { if . ._ j „ ` .. ►� e i '1 ,.-t t,�.. REVISIONS: `, MOU NT PV ARRA � I '� /`\. _ 1 N 11 _. t I E ''\ 1111., ----'' `, i 1. I r "` /' `., , \....,..... .. .. �, ^z `,.> \\ \ E ,q f t � , 'i I I 4�•.,--- � , \. !'�� rel � f� , •11:11. -, I :r ;\ / x PARKINGARE ✓ i _,._ i �\ I 1 \\ ` , t 1111 / \ ! \ _1111 �_q t , 1 1 1 1 \ r , 1Y I 1 0 1111 f ...�. �. r .. :: ' - , } ..;' ; I nr , .8 z' � � \'�~ ,. �� _1111.. ''` \ ,; I �� / ' • ri \ / \ ':" ,f '-_- .' y - v� 1+ !I `I i , j 11 RIDING STABLE 'I � J 1 `K i . ♦ i ` '4 \. �o I . t %"\ ; f, F / i ; I ACADEMY I ;vf . \ i ` \\' { /\ /\ I d �' __ J' (Wif)SPACES ORS. _. t _ :` _ w_ "ACTYVII Y ENVELOPE`...... \ # /` A I o \ \ � r \ tp 11/\11., `'\ / \, .. I i • il, - + I--- `«1''111 f I � � � 1 A\ � � � <"'� � _• i •f', f 'I I % `",. �3 - `. \ \ C, • - f ' - l \ / f ? pVERFLOW PARKING / 1 Y 9 __ - I \ p S": \ ,\ , , , " ,..'f- P•)111«1, \ \' , T i I i '_► ff Y3 f «y { "' ,\ S, . ....,..,�+", `.� z # 9'x'1&'(T1' } S t _ - \ =''`I'!; ` I � t 1,� /� -fr- ..\ � \ � \. " �F` REA . " \ \ t' .\ ; _ / f E `\ /\, JOB DESCRIPTION: r \ \ \ E UIPM�N& Off" ` NLETS.A I PROPOS D Vi?ATR TANKS 4 !, � \ i 1 .. NG \ i FIRE SLU E`S510'N \ '\ , ti ` BUIL^i31 (PIN I W "*- " f �7 '�\ �, «- -,� ,"+'`~'\„ t`,., •'- off.. \, /... 5�'„ _., ,\ ,\ ��.}: '9F \, �'\ \�` I i i _ -..'- ,. _ \:,o,.. \\\, ''\,^ .�.__.'/''�., 0 ._ M ^ `\ \ `\ I 'I I / + . /"' '-'', / ,' /, ,\ ,\. 1111 p \ '` w,Z ., _._. _. - \ _ _1 1.11 `, E05L _._� m \ \ 1 I O\J° c!, 1111'. O \. _ \ _ _ \ t ` \,\\`\\90 I I ` ' \\ L F / `*".. % I 1111._ &E -,E "•. _ '✓ ," �, 't 1 \.. \ , \ i �-�. ` '' \ '� ` \ ` G , „., ,..W •• .-.--. „, 1111 \ _..... Y_!t, --1111..~ _, , '"r,. _ •-+"''' /' ` /° ..._ ., _, \ i L 1 `'\ t` ,'\ \ ,. \: ' ', - �6 ✓ ' ',,� \ > "`444 \\, \ I LL { \ 1 1 - _.._ r,.. \'\ ` ', '\ 1 \ / /\., SHEET TITLE: { .r' , i _ - " '-, \ \ \ tt a \., \ , ; ', \ '\ ', /F-.' :W rr! r``,r . "1111.,. , --J \,"'--' } k { z," \- --` \ _\ r, �, \ t t 8 ,`l 1, \ YF I I r c \ \1 \, `f i i t J \ '5,.... / \, `,. ' i t�' ,\ I •'.% / 1111 N /` / .. f 1 ` f 5 \ . - \ / ` PROP05ED .r r,r - --.._ \ \ I ; ` \ \ i ,- \ ; / \ SOUTH UTILITY '; f "",ti \ ,t \ \. \ I ,r' \ _ ry ti - \. \\ \ 4 ; \``,, \\ i 1; /,/ \y f' _ \. ,i� w•- �; , _ - " BURIED"PROPANE . ' t' \ '\ :` / r F D TO BE \, \.,.---.' /\. ./ __ , w,_ 1111 r EXISTING SEPTIC IEL ? \ \ �,, C s - 1111.. /..:.". _ ,' I r / ',`� ' S 1111." PLAN � j �i ! y ... i _ ..E TANK f / u I \, \ \ 1111 5 \ ,� i / ~y -.. i -. v :�� \ rL!'llY & r f \ " I ', I I j, r`\ 4bANDON1=i1"... C' \ F \ : '�--�.,..-....,,,, \, E f.. , -•"„, 1111- "` 3 ` •4t, , J - r f-'` :s / , \ \ , , ! - !_ 14� O'rZ I"" i �,"'..` �:.,,, `'11.11 `\ `� "' �"` "..r` i ''!' f J i^,. \ \ \„ '\\ �'` ti 1 ` \ r % , 'fi• '.♦ '/;'' rv�y _ \\ j \`S\;'e 't t,.//\ �/\ f \ /` µ J \ \ , t- 3 ;` , \ ,:W . _ GRADING PLAN /,` \ \ t " f r `' \ 8 ``' `. \ G WELLtTO $E -USED FOR I- _,'. 1 l _. '� \ __ \ \ t \ \ r,'' ` ,' I EXIS LN S , ,' r.. .\ r X / . \ \ ' \ '' \ i ;1 `- rf l S NGLE FAMILY'tHOME ON1 y 1 Jf s r # f `\ 1 r r 3b \ y l i \. \ \ # ,-aREAR S ETTMCK r -111.1. _ _ _ "1 \ , � � _ t t , /\., \ t -•. ,,\ ` r i ' "'� - t1 /\ SHEET NUMBER: \', ,. .1111 } f ,4 4 `t t ,` ` -yam \ + I i t% / ; l r 02 PO / S s \ \. , / `•1111..: t \ \t \ ,." l `.tiff : \ \ '`` _ i i \. `-` \" t ` ' \ ,:\♦' ' / , I !' .�' . ! / !' ' I If ;. L. % t - , } ' 3 _ . \a ;7� 3 -\. \., '\ - `\ r. 1111 ._\ . •i \ \� \ \ \ '^�-'� - - / - ' f i !r f `� J ,''" �,,, 1111\ : ; s A U I \ r \ 1 + - { >_ ` I \ O i 1 - "\ -. _, `' #SC? ` '''w `\. L-, \ " . -=j -r- J 1111. r ' \ E x z� aro en oa, xca ` ' -' „ �A / ' , O / 1 % 1 !y I = j " * \ 7 \, / \ qF ---- ssx' r aa« a ez a�a = _M E s s stt• ana f : I "_.. , w.._. "`• \ /- 1111.," 4, " I /. ;w , \�r �. t 1111..-,. " % � ,~am '.. rvfa � ny � �� -'-�'�-.-... wsa ,cmt ^ ifs aroi .� aaf swx � > x� � �za\ e°z � �a Wit, � � szEe � axa\ac 1 = = M ' sz . M, L . . tea'- " " ..�i E � ' E .. ',a `- "\ \� , 1 ... AE2,2 I ce.E r¢a \ j. - 1111 _ _ - 1 / ♦ " pF ` ~ E / ,� .'� \t �, .. .1111, '1111. 'tom ­\`.. •- ..,,� .i' I_„ _ - �.. t „.. �."� Y� ) 1 111 _.._ { \ \ , , '` , \ i �'�""" 9 \ " f r s} `'\ ,'' l i \ l t f I '; i I :M _,•M ...__ 11.11. r' `8n , , \ \�.. `,\�'S , qp ,yl+,. .�; f// , i ,�'� P� / 'i.f \... _ ;_ / „ t \ \ _-'•'� % . r , _.-- .. y,,.% 1111,, / , -'4'\ _ Y -1111,. _s "`"• \, \ 'i �\ ; ''I 11\1%`i ,: g�. AE -.t.�. AE" •._.-/" P�' I ,~' \, t '? `'`` 1-1 i ` 1^,, f> 11 _"- \ / \ _.. �, �. \ \ i€ SHEET 2 OF 2 : f "". _ �.. __... " w . .F ,.: ,..� P - i' 1 t ,, ' _ ..1 r- / r ,_. .....-1 111-- . � ' `` '`. `, `� s 1. � \ \ W P \ - ." i ,> ,._ -\, t. , � 1 p , _ " --1111 � , ; i Oft , £ ''- , .1111'" ` .''f _ ' \. \.. ,.\ \\i ,\, \',\\`� ` E - -1 1 \',/` E !a" ffiz (IL___�� . I I N`\, ; /- .r- ./r / < \, PROPERTY LINE _ _..........__. \ At /--. " , \ _ /♦ /`� i Ii I , ._ `: '41101im x I � / \ - . . ` f 3 ` PROPOSED LEGEND 3 CAR(970)7 4CO3011 (970} 7040311 PROPOSED CONTOUR 5220 PROPOSED CONTOUR INTERVAL W PROPOSED WATER SERVICE ETC PROPOSED ELEC, TELE, CABLE .(-------ra PROPOSED PROPANE GAS PROPOSED STORM SEWER M AE � AE �� AE � PROPOSED ACTIVITY ENVELOPE vPROPOSED FIRE HYDRANT N PROPOSED WATER VALVE PROPOSED CURB STOP 10 PROPOSED ELECTRIC TRANSFORME m PROPOSED TELEPHONE PEDESTAL ® PROPOSED CATV PEDESTAL) _ x PROPOSED FENCE d' &Z ., EXISTING LEGEND C RRA` a - ---' --- •-•-' •--- --- --' V--- EXISTING CONTOUR 0 '---- •--5„20 --- --'-'- EXISTING CONTOUR INTERVAL co (a `"-- EXISTING WATER MAIN I` mm-`-- ,. '�-- s •-•-- EXISTING SANITARY SEWER MAIN u,atc -- ---•-� EXISTING ETC COMMON TRENCH L � �-- sat �----- EXISTING TELEPHONE qt 3 `� - u �-`--�- EXISTING ELECTRIC " 4) . - Op EXISTING OVERHEAD ELECTRIC lx EXISTING CABLE ' ' U EXISTING GAS _ ( 4) O -- EXISTING FIBER OPTIC 2 "'" EXISTING STORM SEWER -••• •- •'•--" ----- - ---• EXISTING EASEMENT p /1r Yv /; . / `'� - I I< r �y, 1 �1 / I W 1 / :: PROPOSED \/`1111 _,/\.,. EXISTING PROPERTY LINE . % tfi f: �/ f i i \ \ �' �_�_ ' pi " „.. -.✓ it r OWTS �\ t - :i r -O t z is - ` i r " � - •----' '---•-- - EXISTING SETBACK �e l r # t / F 1 9 I I i um?� I A i f ; LOCATION `', \` /U i I #` / e, ; I +\ F __ - . rr POND # ,?Q F ,/`.,.. /; _.-. -> EXISTING WOOD FENCE • `f T 9. `I ( S, t ` iy '`- `�i 4 PROPOSED {qs ; `` O { ? '� t // ) I 1� t: - I I A} j . ' \ ff J ;I x EXISTING WIRE FENCE Q i f . / OWTS LOCATION �` f i' WIDE GRAVE" ; ? \ sr J' / ;t ' ..-- / '4 W - - (STING CHALK LINK FENCE 4 (n % I /r! 4r� „ \ DRIVE o I \ i / i;l Im1: / - /\ EX cc Ile _ / _ .'b 41Uo r / c ! :; ;t; I `� JJ } W 3c��:. EXISTING ROCK WALLW ,�(1) (n " r. {� 1 1110 `r OF E �j '',;Ii i / } I f} ..,,� . �� II- \ t 1 lf` �. c / ! q u - ._. t' Ii fir, \ i FEMA/FIRM FLOODWAY LINE r r �-` ) 1 � .„_. /' PROPOSED XI5TING 033 °`� /\ \ ' `;� Q` <, jI vS i_ '1 `: / i " . . BARN , ISLAND J °� ,, I FE -FE ----FE EXISTING FISHING EASEMENT J" f ,, r pY m „,-1 111..., { } 1 / - ! { ' t " I) r 11.11 ' l l t., OPOSED IRRIGATtO ' .,1 \ , � �`r' r / P� , % i { .� r, � I ,\ 111.. H all FEMA/FIRM ZONE AE FLOODPLAIN � �►. ,; _.. w , i , f f � t „ \ / r AE -',G ,,. 11_.-11 1111 ;1 , ,. '\\ ENT B .--`" t.. �.. /\ _, % LINE ►/ Z IF I ry PW �. AE _._ AE r-' `\ CIUIPM I, dQ \ 4 Fir I s �' ; - �, f' ! h\ 3 8o m f ; EXISTING ELECTRIC MANHOLE W rn O /` I p `. �\ \, „W _. ,.ti I yF\ ,' - d_ l `�\�\\\ YEAR ROUND I?R'Y HYDRANT a� td w'; EXISTING SEWER {UTANHOLE Qi ` { ,. - ' `"' 1111..,, •_ t 1s yq ; :} F , , cP. J ,i ., \; r^- ..-_1 .---, - , ,, \ ,., `�. \ '1111 1111.... F! .. 1111 `\ �� . W .}J 4 1111.' :' N \ _ _ TI Y WIRE s }r w ' w. DI , _ _ '- �\. R 12 / � `\m.,. ,/ EXfS NG GU \._ 11.'-11. -� , ,.�"'''" � .• � Ar�� �� d �'\ Q L' w \ `". ;� `~ . . _. _.. \\ • . WI H F RE DIISTRICT d +' ( \ \ PROP. T!O 11 �III� ! _ ; " .;\ ;; f =ai EXISTING PCiWER POLE iCn , t `\ __ , _.. �� GALLERY FOR E ♦\ 1111 `%! \\\ p.. t .--',.-... :.__. 1111 „ % 1111 L. Af ... ..� "., , _ , fi \ ". I ��� r .. , - ♦ . __ \ :' \/\ /\\ r EXISTING FIRE HYDRANT 4D . I :1 ; w._. _ r \ P� YY..P RKI G SIAL \ , /\, � �, (!t \am -I / ) E o\� "_ , :-.. - PROP ED 1 PURE , 1 \ 1 _ : •. I TING WATER VALVE - �.,ilfST�NG WELL TO e ' "�. _. (T'P sF , ;`� PROPOSED \` ' EXISTING - 1111 ...-1111,_. 11'.11 ' _._. A ? ; I ; AE .� w -._ ,\ _w.. -• _,- �\ U P 10 5 ORAE TI NI ......` ' ." 111.1 ` v NAY ♦ CORE & c C9d& , `\ \ ;/ ' I� MAIN HOU �. \,, � 1 p W r. f ', l : AE JF - \ , ` „ 4,,- 1111.,,/\ ° 11xf NG CURB P y t t ,\* r a• ..,_ ( l `-, `\ i, ' '- GE R S VICE \s, ; � \ g I • `,. \ Ttil ;i x \- w Gv EXIST( STOP ` _-„ f ' \ _ ` _-- _ `' _. "'1-" 0 $WATER SUPPLY Et7 HRE r \ \ , f ,� r-- -20 ,� EXISTING GAS METER r , �, -AE:� r I PROP `jE..j I \ " {. . '"' \ \ 'F�'"" i... f `1111. j - - ' ' ' i.�.",; `," " \ , , , , ,r 1111,,. E ✓ 1111 - ,� •` ., f# ` i \ \. 3r s / g � 1 Q AE `, \ / ! StJRPRES51E1N A_NI� . RO a f f \, \ /\. /\ TRANSFORMER 1 f At \ I \ - \ \ ,` , .1 EXISTING ELECTRIC TRANSFO M r7;. �, 1+111 At t \ / MD E WATER"`" ` _ t,- /%. „ ✓ P OPAJdE ✓ "� \: \ Jr O y f } �, - B RiED \," ,, ..� \ , 8 „ . / 2:218-. ".....1.111. / \ ., -"-- -- -•- " - tiAE f • �, �, { \ \ EXISTING ELECTRIC METER ' 1 _ _. W, , 1 TAMC I \ t y , 01 6 \ -" \:, .' RV' FRO _TING \ _ AE ., f `SA!IDE GRAVEL \ ` r. �. .. \ O LL .. "' t \ C jr r ' /' \ / f� / _ .r', W !' , EXISTING TELEPHONE PEDESTAL .s � \ \, 'ter.=x€- \ `,. -PROP OSED E 1C 3 f '�' �/\, m (5 { s , '\„ HONE S Vi" Q EMAI'N f 1011fts" , F�OSTINU`TELE15, W . \'\ PRI} OS_ED FJ TRU K I �` '' \ F t \ < TR}NSF: ER R.. EXISTING SEWER CLEANOUT \ - G7 C \ 'i r ' o f �, _-, 1111, , X P RO.P �a t { - - _. ,� , 1111 1111, -.. � - ,w PULLOUT 3� 40 � ra. I . � ' PROPOSED ELEPkiONE AND'GARS RVfiEE _." N' F' X ,,,'``"�..wt 3 - t I -a- EXISTING SIGN d" I Jv { F a "! - r _ } MAN BAR �. .- GARAGE I \\. ! , w \ \: i„- J.. . � 5 � 1 " „ \ \, .. �,.-._. _... 11-11. .. `... � j� � � �1,�' .. i at► \ / � _ -\ P H \ r - I ; .1111 � W I .1, .r, ti l;ATED A -"1111 t �. � \ �: \ / `-1111 .-._ ._.�. ... , .. ,:. � - \ B \``, I I,/ i : '\ \ 3i „ .� ,. ':.. -."_. `1111, `„ � .. .r :1111. .. ' � �` "i { 1111 F .. I Ji � E `�. .Y.. 1111..-., E "'ti. l Y.� \ I ,. 1111 .,". -1111. < •-,-. ' .. ,. 1111, . � 1111 , r _ G- „1111 \ _ J - / ; r 5- , TC \,.', y t \« G ETC ., /. \. F 1� t. :' , 1111, � ... 1111 .. - - -' ' 1111 �. "`. ,.^ - . _1111:.. \ , . '., '� . _. � `' "1111 , 11.11., . \ w._. 8 PAR CLL " } `` .- �,, \ I ., _ _ \ ', , I) \ \ \ \.. rC FP PQ EDTELEPH(}NE, 1111-_-\1111 `"-^, /F: - 'f \. <i' > , \. '\. '"\ 'l� .�, K •,-1 '� _ ii " E H '``\ 2AP�ItINLL, EAE \ \ z ` N ELECTRIC \ /\ / ".. ♦ GAS A D o ``� v E / ' �� ~\`. �� ` \ \ \, _ �� ( 1111.... 1111.. .� 1111-. ,� / 1 t / 8:x1$. `♦` , ��. \ \ ( )w 1 \ t - . 0 RVICES ''\ � ." ... "f SE �" w \ a `s A' x L! 6 . J' \ � I 1111.,.",- - 4 RECY CLING SH $ - , - ```SRA `�. tr \,` f` _r \ \ " RE&DENTIAL \.. I � �, _ t, PROJECT NUMBER: DATE .. `\ D` LE C �' Ae. �`f�CrPO`SE E Ri , .. -r � '^rT E " B E �} _ _ , 11/\11 -. RECYC ,�''f Lf ' � :� \ � TRASH UP BA CK � \ _� - .11.2 14 .. i` � 1 � 08 `& 398. .,. b i-C�1 - f ❑❑ \, i' \ -- Q ,f . \ _ m._. I J117 X 1, D .�r .TOR `�, •� "t -..G t "`�.�. � NE. , 1111 <t,.` I \ `I. t AE-� � \ \� i �I '< � h'. '� �,}_ "�. .. ,.- - '1111 I ._.. --�-. y \ J ` "V T 1 ! ''", �..Y• iI F- \1111, A . `, _, '/_ -'fes Pr \\ �, ` , �, ; ----• `'1111 \ .'� ; 1111-. .r _ DESIGNED: \ awn? .�' _ ,� I C 11 ` \ •,. , , � ' ' :4 & P RE'iC� E f - �' ' `..�� ' ��.� '\ t " 1111, �yE„-..�:.:-. AE . /''� Q_: �....,../`'`•, 1111,. 4,C9b0 �. _ _ 111.1. • f + „ � _ „ 1111... ...� ."� t " `i. `,\. \ r - . - - < t i �3R_ \� , r I 1 f ._ .. ..... /' ✓ `., •1111 } y+, 1111_ ..." „ a- i,. _ PARALtEr ' _1111. DRAWN: \ i (# \ i ♦ s ; 11VATE I r 11 1111 -~ �_ _ a 1 fI O O ?` 2}, y ` 1 „ ' 1 i 1ARKING SPACES r w t ` " : �, f- q '``+ A i / . " _ - `.. f ! Ili CHECKED: I `i - \ / `' i f i 1 PO . D 1 pE .�D " AF t ac /` \ i i I \ r' \. -- 0 .. lyAt i / "^{ , i t ro PRO } 8x18 TYlp. / �-�...� /♦,,,.,,,/'`"..,.-.. _.�. `=1 `'L. \r ' `.," r t I. .�''- ,�.� `.t ,.� ,. r , /` i 't i t i I 1 f WATER0...r"'"" F/. f` 4 1111, I11 , ,\ ' , I POTENTIAL'GROU . ,/ \ 1F A \ ` } ' I SERVICE I­._­%4__.� I r '; f { if . ._ j „ ` .. ►� e i '1 ,.-t t,�.. REVISIONS: `, MOU NT PV ARRA � I '� /`\. _ 1 N 11 _. t I E ''\ 1111., ----'' `, i 1. I r "` /' `., , \....,..... .. .. �, ^z `,.> \\ \ E ,q f t � , 'i I I 4�•.,--- � , \. !'�� rel � f� , •11:11. -, I :r ;\ / x PARKINGARE ✓ i _,._ i �\ I 1 \\ ` , t 1111 / \ ! \ _1111 �_q t , 1 1 1 1 \ r , 1Y I 1 0 1111 f ...�. �. r .. :: ' - , } ..;' ; I nr , .8 z' � � \'�~ ,. �� _1111.. ''` \ ,; I �� / ' • ri \ / \ ':" ,f '-_- .' y - v� 1+ !I `I i , j 11 RIDING STABLE 'I � J 1 `K i . ♦ i ` '4 \. �o I . t %"\ ; f, F / i ; I ACADEMY I ;vf . \ i ` \\' { /\ /\ I d �' __ J' (Wif)SPACES ORS. _. t _ :` _ w_ "ACTYVII Y ENVELOPE`...... \ # /` A I o \ \ � r \ tp 11/\11., `'\ / \, .. I i • il, - + I--- `«1''111 f I � � � 1 A\ � � � <"'� � _• i •f', f 'I I % `",. �3 - `. \ \ C, • - f ' - l \ / f ? pVERFLOW PARKING / 1 Y 9 __ - I \ p S": \ ,\ , , , " ,..'f- P•)111«1, \ \' , T i I i '_► ff Y3 f «y { "' ,\ S, . ....,..,�+", `.� z # 9'x'1&'(T1' } S t _ - \ =''`I'!; ` I � t 1,� /� -fr- ..\ � \ � \. " �F` REA . " \ \ t' .\ ; _ / f E `\ /\, JOB DESCRIPTION: r \ \ \ E UIPM�N& Off" ` NLETS.A I PROPOS D Vi?ATR TANKS 4 !, � \ i 1 .. NG \ i FIRE SLU E`S510'N \ '\ , ti ` BUIL^i31 (PIN I W "*- " f �7 '�\ �, «- -,� ,"+'`~'\„ t`,., •'- off.. \, /... 5�'„ _., ,\ ,\ ��.}: '9F \, �'\ \�` I i i _ -..'- ,. _ \:,o,.. \\\, ''\,^ .�.__.'/''�., 0 ._ M ^ `\ \ `\ I 'I I / + . /"' '-'', / ,' /, ,\ ,\. 1111 p \ '` w,Z ., _._. _. - \ _ _1 1.11 `, E05L _._� m \ \ 1 I O\J° c!, 1111'. O \. _ \ _ _ \ t ` \,\\`\\90 I I ` ' \\ L F / `*".. % I 1111._ &E -,E "•. _ '✓ ," �, 't 1 \.. \ , \ i �-�. ` '' \ '� ` \ ` G , „., ,..W •• .-.--. „, 1111 \ _..... Y_!t, --1111..~ _, , '"r,. _ •-+"''' /' ` /° ..._ ., _, \ i L 1 `'\ t` ,'\ \ ,. \: ' ', - �6 ✓ ' ',,� \ > "`444 \\, \ I LL { \ 1 1 - _.._ r,.. \'\ ` ', '\ 1 \ / /\., SHEET TITLE: { .r' , i _ - " '-, \ \ \ tt a \., \ , ; ', \ '\ ', /F-.' :W rr! r``,r . "1111.,. , --J \,"'--' } k { z," \- --` \ _\ r, �, \ t t 8 ,`l 1, \ YF I I r c \ \1 \, `f i i t J \ '5,.... / \, `,. ' i t�' ,\ I •'.% / 1111 N /` / .. f 1 ` f 5 \ . - \ / ` PROP05ED .r r,r - --.._ \ \ I ; ` \ \ i ,- \ ; / \ SOUTH UTILITY '; f "",ti \ ,t \ \. \ I ,r' \ _ ry ti - \. \\ \ 4 ; \``,, \\ i 1; /,/ \y f' _ \. ,i� w•- �; , _ - " BURIED"PROPANE . ' t' \ '\ :` / r F D TO BE \, \.,.---.' /\. ./ __ , w,_ 1111 r EXISTING SEPTIC IEL ? \ \ �,, C s - 1111.. /..:.". _ ,' I r / ',`� ' S 1111." PLAN � j �i ! y ... i _ ..E TANK f / u I \, \ \ 1111 5 \ ,� i / ~y -.. i -. v :�� \ rL!'llY & r f \ " I ', I I j, r`\ 4bANDON1=i1"... C' \ F \ : '�--�.,..-....,,,, \, E f.. , -•"„, 1111- "` 3 ` •4t, , J - r f-'` :s / , \ \ , , ! - !_ 14� O'rZ I"" i �,"'..` �:.,,, `'11.11 `\ `� "' �"` "..r` i ''!' f J i^,. \ \ \„ '\\ �'` ti 1 ` \ r % , 'fi• '.♦ '/;'' rv�y _ \\ j \`S\;'e 't t,.//\ �/\ f \ /` µ J \ \ , t- 3 ;` , \ ,:W . _ GRADING PLAN /,` \ \ t " f r `' \ 8 ``' `. \ G WELLtTO $E -USED FOR I- _,'. 1 l _. '� \ __ \ \ t \ \ r,'' ` ,' I EXIS LN S , ,' r.. .\ r X / . \ \ ' \ '' \ i ;1 `- rf l S NGLE FAMILY'tHOME ON1 y 1 Jf s r # f `\ 1 r r 3b \ y l i \. \ \ # ,-aREAR S ETTMCK r -111.1. _ _ _ "1 \ , � � _ t t , /\., \ t -•. ,,\ ` r i ' "'� - t1 /\ SHEET NUMBER: \', ,. .1111 } f ,4 4 `t t ,` ` -yam \ + I i t% / ; l r 02 PO / S s \ \. , / `•1111..: t \ \t \ ,." l `.tiff : \ \ '`` _ i i \. `-` \" t ` ' \ ,:\♦' ' / , I !' .�' . ! / !' ' I If ;. L. % t - , } ' 3 _ . \a ;7� 3 -\. \., '\ - `\ r. 1111 ._\ . •i \ \� \ \ \ '^�-'� - - / - ' f i !r f `� J ,''" �,,, 1111\ : ; s A U I \ r \ 1 + - { >_ ` I \ O i 1 - "\ -. _, `' #SC? ` '''w `\. L-, \ " . -=j -r- J 1111. r ' \ E x z� aro en oa, xca ` ' -' „ �A / ' , O / 1 % 1 !y I = j " * \ 7 \, / \ qF ---- ssx' r aa« a ez a�a = _M E s s stt• ana f : I "_.. , w.._. "`• \ /- 1111.," 4, " I /. ;w , \�r �. t 1111..-,. " % � ,~am '.. rvfa � ny � �� -'-�'�-.-... wsa ,cmt ^ ifs aroi .� aaf swx � > x� � �za\ e°z � �a Wit, � � szEe � axa\ac 1 = = M ' sz . M, L . . tea'- " " ..�i E � ' E .. ',a `- "\ \� , 1 ... AE2,2 I ce.E r¢a \ j. - 1111 _ _ - 1 / ♦ " pF ` ~ E / ,� .'� \t �, .. .1111, '1111. 'tom ­\`.. •- ..,,� .i' I_„ _ - �.. t „.. �."� Y� ) 1 111 _.._ { \ \ , , '` , \ i �'�""" 9 \ " f r s} `'\ ,'' l i \ l t f I '; i I :M _,•M ...__ 11.11. r' `8n , , \ \�.. `,\�'S , qp ,yl+,. .�; f// , i ,�'� P� / 'i.f \... _ ;_ / „ t \ \ _-'•'� % . r , _.-- .. y,,.% 1111,, / , -'4'\ _ Y -1111,. _s "`"• \, \ 'i �\ ; ''I 11\1%`i ,: g�. AE -.t.�. AE" •._.-/" P�' I ,~' \, t '? `'`` 1-1 i ` 1^,, f> 11 _"- \ / \ _.. �, �. \ \ i€ SHEET 2 OF 2 : f "". _ �.. __... " w . .F ,.: ,..� P - i' 1 t ,, ' _ ..1 r- / r ,_. .....-1 111-- . � ' `` '`. `, `� s 1. � \ \ W P \ - ." i ,> ,._ -\, t. , � 1 p , _ " --1111 � , ; i Oft , £ ''- , .1111'" ` .''f _ ' \. \.. ,.\ \\i ,\, \',\\`� ` E - -1 1 \',/` E !a" ffiz (IL___�� . I I N`\, ; /- .r- ./r / < \, PROPERTY LINE _ _..........__. \ At /--. " , \ _ /♦ /`� i Ii I , ._ `: '41101im x I � / \ - . . ` f 3 ` __ __ _ _ _ ._ . . . L. S ma -&_v aN I\ I . . I . I I I I - I i EIEXISTING LEG . ,_ 1 I I I I . . . I . ... �_ I I . I I I I i Na T N©TES: . GENERAL SITE w,.: � � EXISTING CONTOUR _ rt EXISTING GONTOUR'INTERVAL d...,....._ 111.1:: "1220. -1111..._ 1111.. __1_111 _ _-�.:........... OWNER(S) WARNING & WAIVER DISCLAIMER VIDE BY SOPRIS ENGIN EERING. I m_ TINGSURVEY PROVIDED .Q ON THE EMSTING �....._ R MAIN RE BASED ATE TIONS A �- EXISTING W O�� 1. 91-1 1 6 1 _.. 1111 .___ ::111_1 _-.. .. ANY IMPROVEMENTS, AND 1. EXISTING CONDI-�-----"•- � 1111. � -.. ^'--- _ ENVIRONMENTAL HAZARD AREAS MIGHT EFFECT PROPERTY, LD CCIJDITIONS. IT lS THE �- __ �+.-- � THESE UTILITIES, AS SHOWN; MAY NOT REPRESENT ACTUAL FIE ,,,�,,,,,., z _- 1111---..- EXISTINGSA,NITARYSEWERMAIN -_ t ' N TES OF ALL EaSTING UTILITIES PRIOR TO - _,_ AE AE -.—. THE USE A D OCCUPANCY THEREOF. ' _--�___,,,_-- " ' �„�,; nE �,'ne . �' t RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN LOCA I '� _— _ - AE �—.., Af w r AE r,..... AE AE AE AE AE , CONSTRUCTION. -'-- r:�`�z--�---' EXISTING ETC COMMON TRENCH LANDSCAPE ARCHITECTURE I AE -� AE — AE ��. +..rte AE _� AE � / % �_ ..1111........:. I.t � ".....1111_ --- EXISTING TELEPHONE LAND PLANNING 14 AT 2' FOOT INTERVALS. L ( l ; I '� 2. EXISTING CONTOURS ARE ,. - •- _1 EXISTING ELECTRIC URBAN DESIGN F AC ESS FOOT .__ r I -_ :_ I 1 LYND ERON _ .....__ EXISTING OVERHEAD ELECTRIC' t# 1 ; r' TRAIL � 1 �I 3. PROPOSED CONTOURS ARE AT 1 FOOT INTERVALS_ b � 580 Main Street, Suite 11.0 i UC ---- - - EXISTING CABLE I ?r ' # 11 1� 4. THE ON SITE WASTEWAT ER TREATMENT SYSTEM (OWTS) LOCATIONS )EPI POSSIBLE LOCATIONS Carbondale, CO 8! G23I 970.963.b52t} 1 ; i ` ! � WHICH SHOW THE GENERAL SIZE AND CONFIGURATION. THE FINAL ON�fS WILL BE DESIGNED FOR - L€ --"' EXISTING GAS I a t---�..". fo------�-"� EXISTING FIBER OPTIC I I , %� BUILDING PERMIT. j . ! . EXISTING STORM SEWER REUSE OF DOCUMENT I r 1 I 1 , - , �.,.. ._........_ 4 ................... -- EX . COMiMU DIRECTOR 5. THE FLOOD PLAIN INFORMATION SHOWN HEREON IS PER THE FEMA FLOOEkNSURANCE RATE MAP, PANEL s W 1 ` 1 08097C0181D, EFFECTIVE DATE SEPTEMBER30,1988. _ EXISTING EASEMENT Th!s document Is the property I . ; t { i '' q 1 6. WILDLIFE RESOURCE INFORMATION SYSTEM -TME SITE IS NOT MAPPED WITHIN BIG GAME RANGES EXISTING PROPERTY LINE of OHAI Design Corp. The Ideas and I ? desi n ineor orated on this EXISTING SETBACK 9 P i 1 < }I 11 I 11 . ,` f ' , i 7. WILDFIRE HAZARD - THE DEVELOPMENT IS MAPPED IN A LOW HAZARDAREA. _ _ document Is an instrument of z II • ` \ -P I CLERK & RECORDER ACCEPTANCE - — — — — — — = EXISTING WOOD FENCE usedprofefor a service and shall not ut �._....... ,:_ . -_--•'• ----' �., i � N t \ \ 4 THIS SNOWMASS GLEN SITE PLAN AND ACTIVITY ENVELOPE PLAN HAS BEEN ACC PTED FOR FILL INT �p r.. EXISTING CHAIN LINK FENCE o other project w J, �P used without _�___ ---' __. , i 1 OFFICE OF THE CLERK AN RECDRDER,QF PITKIN COUNTY, COLOR DO, ON THIS DAY OF NITti D@8ig11 I/ ��'� i f. � 1 \ ( \ , % 2014, IN P BOOK AGE 4 RECEPTION No. D�j ' / ,,.,,_ AE -- .,f i \ ; } .\ , i � `'::;C�,z:�:::�c:::�:;x:�:::�::�:�::� EXISTING ROCK WALL PE NOTES: � f / t rl / \ `\ , = FEMA/FIRM FLOODWAY LINE w , 1. THIS SITE PLAN FORMALLY AMENDS RECORDED DOCUMeNTS AT BK107 PG33, BK107 PG34, BK107 EE �.-- FE fE ---- EXISTING FISHING EASEMENT I I f / / I \ �` PG35. AND BK107 PG36. :: �1 MAlFIRM ZONE AE FLOODPLAt INE 1, / / I .. 1 \ ` \\\ + 2. SITE PLAN ADJUSTMENTS INCLUDE A DRIVEWAY REALIGNMENT WITH TWO TURN AROUND EXISTING ELECTRIC MANHOLE �.�^ %; JI `4 \ «s i \\ \ , \ % PITKIN COUNTY�� EXISTING DRAINAGE DRY-WELLd"i� ` ' mow::_: w`� `. , HE PITKIN COUNTY MiTp� D T LOCATIONS. THE MANURE BARN AND THE RtDING STABLE: ACADEMY BUILDING LOCATIONS SI IEFTED 11 /' I \ \ ', \ 3 THIS ACTIVITY ENVELOPE AND SITE PLAN HAS BEEN REVIEWED AND APPROVED BY T i ,- -. ______�- J I I I \ ,r m SLIGHTLY BUT REMAIN IN SUBSTANTIALLY THE SAME LOCATION OVERALL. THE EQUIPMENT BARN ;�1 j .../ 1111-.._._. , + ; } `r \ 11 I1 't 'i ` - ba!' • _:. " . C" dli` ,r }'? i 'E fjt , \ r 1 EXISTING SEWER MANHOLE i I I 1 , ON THIS DAY OF aT 2014, SUBJECTTO' �i►N• SHIFTED FROM WEST OF THE RIDING STABLE ACADEMY I'0 AN EXISTING CLEARED ACTIVITY AREA. s t3 I r . ' .\ \r 11 r NO. RECORDED AS RECEPTION No. MINOR ADJUSTMENTS RELATED TO GRADING ARE REFLECTED IN THE TRAIL PARKING ALONG + EXISTING TELEPHONE MANHOLE SNOWMASS CREEK ROAD AND THE PERIMETER TRAIL ALONG SNOWMASS CREEK ROAD, UTILITY MANHOLE ,�t�.i t, � �� �, } \\ `• �^ y �1��:i' EJEkSTlNG "N1 I XIST14G OVERHEAD 1 'I 1-2014 ELECTRIC TO REMAIN jl !` f \ , \\ 1 P ALTHOUGH BOTH REMAIN IN SUBSTANTIALLY THE SAME LOCATION. ;f# , 1 r �� r ®$ p�� EXISTING GUY WIRE OPRIS E NGiNEERING LLE. Ix0y! W� i EXISTING POWER POLE VIL CONSULTANTS , t 1, I ! .q i i �' EXISTING FIRE HYDRANT MAIN STREET, SUITE A3 soz 's CARBONDALE, CO 81623 ? ` t RECEPTION#: 614082, 09/30/2094 at iszop�o4-oa11 sT t,' I PROPOSED UTILITY POSE \ s , ti \ :�; } \ i 1 04:24:25 PM, 7 OF 2, R $27.00 Janice K. t? / 4 : i` idi 1 a T \ 11 :•. t VttS C1Udill, Pitkin Count C EXISTING WATER VALVE }? i ; F � � \ i ! `� PLAT BK 108 PG 23 �� O EXISTING CURB STOP it I 4F ILQ ° �� : \'' \ i EXISTING ELECTRICEXISTING GAS TRANSFORMER is to 111 , I r 4F E , 1 its IQ F \ •I ¢ ; 4f Ft J \ \ k \. % ►+ m EXISTING TELEPHONE PEDESTAL f \ EXISTING ELECTRIC METER j� M:a; y € 1 D �I F� a, \i y t� �� 3 EXISTING CATV PEDESTAL " / ACCESS FOOT i� 1 ,ry "• ;.. a EXISTING SEWER CLEANOUT a11 1 4e _ 4f- ! ` \ TRAIL '�: .•,t " 111 p ' , I a , qE(/ F N j , i F 0 : ��' t9� sit EXISTING SIGNEXISTING POLE i. I iu t a "' i 'IF' t i 1 I o j 4f . I m 1 •� �© ��1 j I i i I � 1 . ✓�� 3'_ a t i 1 w 1 . m. s 4f � 4f, r } V t I ( o I , i 4f � 11t, 1 a ! 'I I � , � � �,\ 4F � I PROP LEGEND .11 1 F I m STREAM SETBACK F /\ \,` \ /{ Q 2 1 i- i I , .f`' W _1 r ` t ` i I ' k, / \ i _1 O € i < d ` / 4f � � 11,# S - I " i W PROPOSED CONTOUR �] 4F F` R m... I I Y`\; , /\ /\,_/\., /`: ,Eit i 1 i qF f I F I \ i I 1 ,; , } �� �' �a `4F \` 4F + 1"��.•, I If m ; i E SZ20 E PROPOSED CONTOUR INTERVAL {'✓ _ \ . V �, ` € F 1 �. w PROPOSED STORM SEWER — PROPOSED ELECTRIC N \1 . ``. 11 F? PROPOSED i I u \ i' t \ //\, _ -/ `,, ._,./ ' \\ \ i `qF `4 \ m I - r It \` f '` f I m EXISTING UTILI ff t i \ \ \ TB I \ _ \ ' TY POLE TO REMAIN. i aE PROPOSED ACTIVITY ENVELOPE �\ a`d 4f \F� 4 UNDERGROUND t 1' j;'4 t AE ■� aE rllleir /� `''• \ ` \ ` i $ F ELECTRIC t I a •, ` /` '.f ' y„it ., /11 \ ` ,I 11 ` \� n y I tFb°° w• i€ >� _ ` _ ti - 4 q0®M® PROPOSED RETAINING WALL ��J /��, �" .. �\\ \ \ \� , i 4F 4f ii m e` I 1. (• s v : I ! 11 �iI F \ \\� , �I € 9F �\ �� 4 r f' i 1` f �� PE �- At lil\ /\ /\,, PROPOSED FIRE HYDRAN ril�lll `14) ; , ,s �` I "'6, r �._� , F ! ' . I ``� " /� PE --- _ - _. qE \ 1111 �..,_, 1 ,.., 4 T � �. to \ ` t' r ;„ �.. -- -►,�, A w * � . h, w PROPOSED �� y :." \ . }\ # � 4f m , " 'f} _ ,/ '' ,_ f 1 PROPOSED UTILITY POLE v w `�\ f WATER VALVE R+ , t \ \\ ( 1 1 < ,n�7'":AE PE ++ ~ p6 �'ti `. moi" , `. /` �: Af r, w ^ y, /\ PROPOSED CURB STOP r ' r4` ``��,• .1 �0 3 11 , ^` 4f '\ of t` i Z` f,t` `r'j�t of .�-- AE �I _— PE ��• ��,.. qF %�` v ..\ s, k .,� w I.. e I ,._.. � IL I'e \ `\ '` \',,, \\ ` 9 t t _ + PE AE ` J . b- v w w `� 4 v` b % sb. �c I' `` . ` / :w w t` PROPOSED ELECTRIC TRANSFORMER i , \, 1 - ? F ,` ,. '\ Ly ,\\ \ ',��% ` I `* ----" � " � I& v PEDESTAL ...: \ ,r\ , ',\ l - ,vb � 4f `: - r PE �`` , 11, \ w L ; w \,. ,, ' �e `,�� \ ` ` .' ,' %� -._ . % ;:: 4" OBS NATION/CLEANOUT PORTS USE 4" PVC RISER PI E, W/ THREADED CAP (TYP.) \ 4" SOLID PVC DIS RIBUTION PIPES I I l m I 0' PROPOSED BARN �. FF=8013 INSTALL 1000 GAL. 2 -COMPARTMENT SEPTIC TANK W/ EFFLUENT FILTER. INSTALL SEPTIC TANK ACCESS OPENING RISERS W/ LIDS FOR ACCESS TO EACH CHAMBER. RISERS TO BE WATERTIGHT W/ LIDS INSTALLED AT FINISH SURFACE GRADE. M 4" SEWAGE LINE 0 MI . @ 2% SLOPE %110 FM TWO WAY CLEAN OUT I TWO WAY .,CLEAN OUT 4" HORSE WASH\ STALL DRAIN LINE @ 2% SLOPE j INSTALL A 62'X 15' PIPE AND GRAVEL SAND FILTER TREATMENT/ABSORPTION BED. USE FOUR 4" PERFORATED PVC PIPE IN \ A SINGLE BED FOR A TOTAL 976 SQ. FT. INFILTRATIVE AREA. THE BED ' SHALL BE EXCAVATED TO MAINTAIN DEPTH OF 24 -INCHES FROM THE _ EXISTING SURFACE GRADE.. THE PIPE AND 12" GRAVEL DISTRIBUTION LAYER BE INSTALLED AT LEVEL GRADE OVER A MIN. 12" OF SELECT { FILTER SAND PLACED OVER THE GRAVEL SOILS. THE 4" PVC PERFORATED LATERAL PIPES SHALL BE SET OVER A MIN. 4" OF GRAVEL z x AND BE CONNECTED TO THE INDIVIDUAL SOLID DISTRIBUTION PIPES FROM THE DISTRIBUTION BOX.. LAYOUT TO BE FIELD DETERMINED TO BEST FIT EXISTING CONDITIONS Q AND SOIL CONDITIONS 0 50' OWTS SETBACK FROM �- POND � -"---- INSPECTION PORT (TYP.) 4" OBSERVATION R INSTALL FROM BOTT PEIZOMETER RISEM OF O SAND LAYER USE 4" PVC W/ THREADED CAP, SAW SLOTTED PERFORATED TO TOP OF SAND (TYP.) DISTRIBUTION BOX W/ RISER AND LID ATTHE FINISH SURFACE GRADE. USE TUF-LIT OR EQUIV. ABOVE INVERT OF PERFORATED DISTRIBUTION LATERALS INSPECTION PORT (TYP.) 4" OBSERVATION PEIZOMETER RISER INSTALL FROM BOTTOM OF SAND LAYER USE 4" PVC W/ THREADED CAP, SAW aE wow � AE SAE SAE S AE SAE 000 AE IMITS OF BED EX TERIA! PLACEMENT WE RECOMMEND THAT THE BOTTOM OF THE BED BE EXCAVATED TO DEPTHS AT OR SLIGHTLY BELOW THE SANDY CLAY SOIL LAYER TO FULLY EXPOSE THE UNDERLYING GRAVEL SOILS. THE MIN 12" OF SELECT FILTER SAND ASTM -33 SHALL BE PLACED �� OVER THE SANDY, SILTY TO CLAYEY GRAVEL SOILS AT AN APPROXIMATE DEPTH OF 4 FEET BELOW THE EXISTING SURFACE GRADE. THE REPORTED CLAY SOILS TO BE ENCOUNTERED AT 1 TO 4 FEET BELOW EXISTING GRADE SHALL BE REMOVED FROM THE BED EXCAVATION 4 0 PERFORATED PVC SDR -35 DISTRIBUTION LATERAL PIPE INSTALLED OVER 4" OF THE 12" 1 1/2 -INCH GRAVEL DISTRIBUTION LAYER ORIENT PERFORATIONS DOWNWARD AT 5 AND 7 O'CLOCK ABSORPTION/TREATMENT BED PIPE AND GRAVEL DISTRIBUTION SYSTEMS SHALL BE INSTALLED AT LEVEL GRADE OVER MIN 12" OF SELECT FILTER SAND PLACED OVER THE CLAYEY GRAVEL SOILS. THE - TOTAL BASAL ABSORPTION SURFACE AREA SHALL BE A MINIMUM 976 S.F. THE LOCATION OF THE BED SHALL MEET ALL REQUIRED SETBACK REQUIREMENTS. INSTALL A 62'X 3.5' PIPE AND GRAVEL GALLERY. USE 4" PERFORATED PVC PIPE IN A SINGLE TRENCH FOR A TOTAL 200 SO, FT. INFILTRATIVE AREA. THE INFILTRATION TRENCH SHALL BE EXCAVATED TO r \' SLOTTED PERFORATED TO TOP OF SAND (TYP.) MAINTAIN A MINIMUM 6 -FEET SEPARATION OF UNDISTURBED SOIL FROM SIDEWALL TO SIDEWALL OF THE OMITS BED. THE PIPE AND 12" 'F' GRAVEL DISTRIBUTION LAYER BE INSTALLED AT LEVEL GRADE OVER A INSTALL 1000 GAL. 2 -COMPARTMENT OIL/SANDe - MIN. 12" OF SELECT FILTER SAND PLACED OVER THE GRAVEL SOILS. INTERCEPTOR TANK W/ EFFLUENT FILTER. ° THE 4" PVC PERFORATED LATERAL PIPE SET OVER A MIN. 4 OF INSTALL SETTLING TANK ACCESS OPENING RISERS t W/ LIDS FOR ACCESS TO EACH CHAMBER. RISERS '" 1 --�� �., GRAVEL AND BE CONNECTED TO THE SOLID DISTRIBUTION PIPE FROM THE TANK. TO BE WATERTIGHT W/ LIDS INSTALLED AT FINISH f_. LAYOUT TO BE FIELD DETERMINEDTO BEST FIT EXISTING CONDITIONS SURFACE GRADE. AND SOIL CONDITIONS 9F 4 OBSERVATION PORTS LIMITS OF TRENCH EXCAVATION AND MATERIAL PLACEMENT, USE 4" PVC W/ THREADED CAP (TYP.) - - - - - - __ _ �� THE MIN 12" OF SELECT FILTER SAND (ASTM -33) SHA!! BE PLACED OVER THE SANDY, SILTY TO CLAYEY GRAVEL SOILS AT AN / \ APPROXIMATE DEPTH OF 4 FEET BELOW THE EXISTING SURFACE GRADE. THE REPORTED CLAY SOILS SHALL TO BE ENCOUNTERED AT 1 I, TO 4 FEET BELOW EXISTING GRADE SHALL BE REMOVED FROM THE BED EXCAVATION TYPICAL AGGREATYARD LANSCAPED PAVEDUFACE E PAVED SURFACE OR 6" MIN. / EXCAVATED MATERIAL COMPACTED TO 90% STANDARD PROCTOR SUITABLE BACKFILL OR CLASS 6 ROAD BASE 4„ 4" t� TRENCH CROSS-SECTION FOR SDR -.26 HDPE OR SCHED-40 PIPES N.T.S. \ '°F \\ �\ 4%MftAE I AE ' DISTRIBUTION BOX LID AT GROUND SURFACE RISER SECTION 4" SOLID PVC GRAVITY 4" EFFLUENT LINE DISTRIBUTION PIPES (TYP.) FROM SEPTIC TANK INVERTIN TO ABSORPTION LATERALS DISTRIBUTION BOX DETAIL N.T.S. SELECT BACKFILL -� NATIVE OR SOIL/PIT RUN EXISTING GRADE--\ FILTER FABRIC MIRAFI N-140 1-1/2" CLEAN SCREENED -- ROCK <5% FINES 12 SAND FILTER MEDIA LAYER -- COARSE TO MEDIUM SAND EFFECTIVE SIZE 0.25-0.6 MM, WITH UNIFORM. COEF.=< 4.0 USE CONCRETE SAND ASTM -33 FILTER SAND REMOVE ORGANIC MATERIAL SCARIFY SURFACE AT GRADE 20 GRAPHIC SCALE 0 10 20 40 80 { IN FEET) 1 inch = 20 ft. • • • • •• •• a ti- L L n 5 BOOM= EARTH 12" >� 4" SDR -35 PERFORATED PVC DISTRIBUTION LATERAL PIPE SELECT SOIL REPLACEMENT AS NEEDED TO LEVEL FIELDS WITH SUITABLE NATIVE MATERIAL OR IMPORT PIT RUN, SAND W/ GRAVELS PIPE & GRAVEL SLIGHTLY MOUNDED SAND FILTER ABSORPTION BED SYSTEM N.T.S. GRAVITY PIPE AND GRAVEL SAND FILTER BED NOTES 1. THE BED SHALL SHALL BE CONSTRUCTED WITH A MINIMUM OF 12 INCHES OF SELECT SAND UNDER A MIN. 12" DEEP GRAVEL DISTRIBUTION LAYER. SANDY PIT RUN MAY BE PLACED BELOW THE SAND AND GRAVEL LAYERS AS NEEDED. THE SLIGHTLY MOUNDED BED WILL BE BACKFILLED WITH NATIVE MATERIAL AND/OR PIT RUN VOID OF LARGE ROCKS. THE FILL MATERIAL SHALL NOT EXCEED 3" DIAMETER AND SHALL BE PLACED TO PROVIDE 3' HORIZONTAL TO 1' VERTICAL SIDE SLOPES. 2. THE SAND SHALL FILTER MATERIAL SHALL BE CLEAN, COARSE SAND, ALL PASSING A SCREEN HAVING FOUR MESHES TO THE INCH. THE SAND SHALL HAVE AS EFFECTIVE SIZE BETWEEN 0.25 AND 0.6MM. THE UNIFORMITY COEFFICIENT SHALL BE 4.0 OR LESS. THE SAND MUST BE THOROUGHLY SETTLED BY LIGHT MACHINE COMPACTION OR OTHER MEANS BEFORE THE DISTRIBUTION GRAVEL AND DISTRIBUTION LATERALS ARE PLACED AT THE SPECIFIED GRADE. 3. THE PERFORATED DISTRIBUTION LATERALS SHALL BE INSTALLED LEVEL OVER A MIN. OF 4" OF GRAVEL. AN ADDITIONAL 8" OF GRAVEL IS TO BE PLACED FROM THE INVERT LEVEL OF THE DISTRIBUTION PIPE FOR A 12" DEEP GRAVEL DISTRIBUTION LAYER. THE GRAVEL LAYER SHALL BE COVERED WITH FILTER FABRIC AND A MINIMUM 12 INCHES OF EARTHEN FILL AND TOPSOIL. 4. A MINIMUM 12" DEPTH OF COVER, AROUND THE PERIMETER TO 18" IN THE CENTER, IS TO BE PLACED OVER THE GRAVEL DISTRIBUTION LAYER. COVER TO INCLUDE A MINIMUM 4" DEPTH OF TOPSOIL TO THE SURFACE. 5. ALL OF THE GRAVEL OR STONE SHALL PASS 2 Y INCH SCREEN AND SHALL BE RETAINED ON A 3/4" INCH SCREEN. THE SEPARATING DISTANCE / A T NCE BETWEEN PARALLEL PERFORATED DISTRIBUTION LINES AND WITH OUTER LINES TO THE TOP PERIMETER EDGE OF THE SAND FILTER LAYER SHALL BE MAINTAINED AS SPECIFIED ON THE PLANS AND DETAILS.. 6. EQUAL PRESSURE DISTRIBUTION OVER THE LENGTH OF THE PIPE AND GRAVEL SAND FILTER FIELD WILL BE MAINTAINED BY THE INSTALLATION OF INDIVIDUAL 4" PVC DISTRIBUTION PIPES INSTALLED FROM A DISTRIBUTION BOX TO EACH 4" SDR -35 PERFORATED DISTRIBUTION LATERAL IN THE HELD. THE DISTRIBUTION LATERALS SHALL BE PLACE LEVEL WITH PERFORATIONS ORIENTED DOWNWARD AT 5 AND 7 O'CLOCK. CAP EACH DISTRIBUTION LINE W1 BALL VALVE. INSTALL A SWEEP 90 FITTING WITH A 4 -INCH VERTICAL INSPECTION PORT AT THE END OF EACH PERFORATED DISTRIBUTION LATERAL. CAP EACH INSPECTION PORT WITH A TREADED CAP. 7. THE INVERT OUT OF THE DISTRIBUTION BOX SHALL BE AT LEAST 2" ABOVE THE INVERT OF THE PERFORATED DISTRIBUTION LATERALS. B. ONE VERTICAL 4" OBSERVATION PEIZOMETER RISER SHALL BE INSTALLED AT THE OPPOSITE CORNER OF THE FIELD FROM THE DISTRIBUTION BOX. THE PEIZOMETER SHALL BE INSTALLED FROM THE BOTTOM OF THE SAND LAYER TO THE SURFACE WITH SAW SLOTTED PERFORATIONS TO THE TOP OF THE GRAVEL LAYER. USE 4" PVC W/ THREADED CAPS AT GRADE. 9. THE SLIGHTLY MOUNDED PIPE AND GRAVEL SAND FILTER BED MUST BE PROTECTED FROM VEHICULAR AND OTHER TRAFFIC. STORAGE OF ANY MATERIALS ON THE FIELD 15 PROHIBITED. 10. THE ENTIRE FIELD SURFACES MUST BE CROWNED TO DIVERT SURFACE DRAINAGE AWAY FROM THE FIELD AND MUST BE REVEGATATED. TESTING, INSPECTIONS AND CONSTRUCTION MANAGEMENT: 1. ADDITIONAL GEOTECHNICAL EVALUATIONS AND INSPECTIONS BY THE ENGINEER SHall BE PERFORMED DURING INITIAL STAGES OF CONSTRUCTION TO VERIFY ASSUMPTIONS MADE FOR THE OWTS DESIGN. 2. THE EVALUATIONS AND INSPECTIONS MAY RESULT IN MODIFICATIONS TO THE DESIGN THAT MAY INCLUDE FIELD SIZE REVISIONS AND POSSIBLE SOIL REPLACEMENT IN SELECTAREAS IF NEEDED. SUFFICIENT NOTICE TO THE ENGINEER BY THE PROJECT MANAGER/CONTRACTOR NEEDS TO BE MADE IN ORDER TO SCHEDULE THE SITE INSPECTIONS. 3. PRIOR TO CONSTRUCTION OF THE PERMITTED SYSTEM THE ENGINEER SHOULD BE CONTACTED BY THE PROJECT MANAGER/CONTRACTOR WELL IN ADVANCE TO PROVIDE ADEQUATE TIME TO DISCUSS THE SYSTEM COMPONENTS WITH THE CONTRACTOR, ANSWER QUESTIONS, RESOLVE ANY CONFLICT ISSUES AND SCHEDULE INSPECTION SITE VISITS BASED ON CONSTRUCTION PROGRESS. 4. COUNTY REGULATIONS REQUIRE THAT THE DESIGN ENGINEERS OF RECORD PERFORM SITE INSPECTIONS OF THE PERMITTED SYSTEM DURING CONSTRUCTION AND PROVIDE "AS -BUILT" DOCUMENTATION OF THE INSTALLED SYSTEM TO THE COUNTY AFTER CONSTRUCTION IS COMPLETE. THE ENGINEER SHOULD BE CONTACTED AND NOTIFIED OF THE CONSTRUCTION SCHEDULE. COUNTY REGULATION FURTHER SPECIFY THAT THE ENVIRONMENTAL HEALTH DEPARTMENT BE CONTACTED TO PERFORM AN INSPECTION PRIOR TO BACKFILLING THE SYSTEM COMPONENTS. S. OUR DESIGN AND RECOMMENDATIONS ARE BASED UPON INFORMATION SUPPLIED TO US BY OTHERS. IF SUBSURFACE OR SITE CONDITIONS ARE FOUND TO BE DIFFERENT FROM CONDITIONS ASSUMED OR INDICATED, WE SHOULD BE NOTIFIED TO EVALUATE ANY EFFECT ON THE PROPOSED OWTS. IF THE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REQUESTS CHANGES OR MODIFICATIONS TO THIS DESIGN, WE SHOULD BE CONTACTED TO EVALUATE AND RESPOND TO THE REQUEST. 6. CONTRACTOR SHOULD REVIEW ANY CONDITIONS ON THE ISSUED PERMIT AND COORDINATE WITH THE ENGINEER REGARDING CONSTRUCTION OF THE SYSTEM. 7. IF YOU HAVE ANY QUESTION OR NEED ANY ADDITIONAL INFORMATION, PLEASE CALL. Item # IOW-2CP 1000 Gallon Top Seam Two Compartment ALLOWABLE BURY Top •�: (Based on Watr Table) --' - - - � �. � r -a• View 3'-P 7-0• •� •� 2VCl@erA=w l or I Y F TAW / . �II L. :: T-Iri 7--.--, Boot SeBIBrd • Deeign per pwbmrnoe teat C1227 TopASTM area 482611' I¢• ' 1 to Q 28 days: consols - 0,= I PSI Min. or trrpaNatlrc Tank lo be eat an W mh. awrd bbrpen tr� • Trdc to be baddaad uriom�r on Section W skies in Ift Men t m w and medrenicaly canQlwled View •106• Emavaledmelanaln ybooWbr beck1s. provided hips atarrsars removed ExcevaUon *mM be dea fund and Wk �fdnY tnvart Dbrtaralom t®ed Vft waW pion m bails pith sarvlce for hatalleti n wills m 10b lees 11• Lars x r wkie I Outlet Leglh WM Helsit firm 7 below Waft 58• below v� invert 68• Sr 111" 80• or Meft 0164408 for reeistaanns�me Irm rwd Outlet i l 1111 d.bsr. p4e Deftww � , w1h W PIPbp M ca n PVC or caroaee risers aveftls Inbt Slds Total • Seoo„de,y seW screen evalable wkh 687 gallons 323 9WIons 1,010 gallons PVC rhw • opd- orp-w r eiplem krdbd Net WNght Lid Tank Told 'Seo WwAlla lon gilds on orwalrse 2.62D to 9,3801be lZow los W & (719) 395-0764 2B000Oo FOd 317 Wasbwatsr P.O. BCKW5 O VALLEY e System Fax: (719) 395.3727 I Vat 00812'11 D PRECAST, ine- . service w"smo: www.ve"'Wremelc tT Emd- ow WATER TABLE AL{.�ABLE EARTH Fs.L a -tr r -a• t' -a' 3'-P 7-0• g-0• DRY 4'-B" GENERAL NOTES: 1. EXISTING SITE CONDITIONS ARE FROM SURVEY INFORMATION BY SOPRIS ENGINEERING. PROPOSED SITE IMPROVEMENTS ARE BY LAND AND SHELTER. 2. THE PROPOSED OWTS AND CIVIL SITE DESIGN ARE BY SOPRIS ENGINEERING, LLC, OWTS SYSTEM NOTES 1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO STATE AND COUNTY ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) REGULATIONS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACTALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION AND EXCAVATION. 3. ALL SEWER LINES TO BE SDR -35 OR SCHEDULE 40 P.V.C. PIPE UNLESS NOTED OTHERWISE. 4. INSTALL A TWO-WAY CLEAN OUT ON THE SERVICE LINE FROM THE HOUSE. 5. THE SEPTIC TANK SHALL BE INSTALLED LEVEL ON COMPACTED EARTH. INSTALL WATERTIGHT RISERS AS NECESSARY TO BRING ALL REQUIRED ACCESS POINTS TO THE FINISHED SURFACE GRADE. BACKFILL WITH SUITABLE NATIVE SOIL FREE OF BOULDER AND ROCK IN EXCESS OF 3" DIAMETER. 6. A SANITARY BAFFLE TEE 15 REQUIRED ON THE SEPTIC TANK INLET AND OUTLET. INSTALL THE INLET AND OUTLET TEES PLUMB AND IN A POSITION TO ALLOW EASY INSPECTION AND MAINTENANCE OF TANK FROM THE TANK RISERS. 7. WE RECOMMEND THE INSTALLATION OF A 4" EFFLUENT FILTER CONTAINED IN THE 4" BAFFLE OUTLET TEE OF THE SEPTIC TANK. THE FILTER SHOULD BE INSPECTED EVERY SIX MONTHS. THE EFFLUENT FILTER SHALL BE MAINTAINED AND CLEANED WHEN THE TANK IS PERIODICALLY PUMPED OR AS NECCESSARY. INSTALL A SUITABLE EXTENSION ON THE FILTER WITH A HANDLE TO BE WITHIN 6" BELOW THE ACCESS LID, 8. THE CONTRACTOR SHALL ENSURE THAT THE SEWER LINES, SEPTIC TANK AND RISERS ARE WATERTIGHT. ALL PLUMBING FIXTURES AND OWS COMPONENTS SHALL BE INSTALLED AND MAINTAINED TO AVOID SURFACE OR GROUNDWATER FROM ENTERING THE SYSTEM AND TO PREVENT LEAKAGE FROM THE SYSTEM. IN-HOUSE PLUMBING FIXTURES SHALL BE MAINTAINED TO PREVENT EXCESS WATER FROM ENTERING THE SEPTIC SYSTEM. 9. THE DIMENSIONS AND NOTES SHOWN ON THE PLAN INDICATE MINIMUM AREA, LENGTH, WIDTHS AND SEPARATION DISTANCES FOR THE TRENCHES, BED OR MOUNDED ABSORPTION FIELD. 10. THE TREATMENT/ABSORPTION FIELD SYSTEMS SHALL BE EXCAVATED TO LEVEL GRADE IN NA71VE EARTH. THE TRENCH BOTTOM AND SIDEWALLS SHALL BE SCARIFIED AND/OR RACKED IF SMEARING OCCURS. IF EXCESSIVE LARGE COBBLES OR BOULDERS ARE ENCOUNTERED IN ANY PART OF THE EXCAVATION IS OVER 6" FROM THE PROPOSED INFILTRATIVE SURFACE, OVER EXCAVATE AND BACKFILL WITH ASTM -33 FILTER SAND. 11. THE ABSORPTION TRENCHES/BED OR MOUND MUST BE GENERALLY MARKED AT THE FOUR CORNERS WITH INSPECTION PORTS AND/OR BURIED REBAR. THE FIELDS MUST BE PROTECTED FROM VEHICULAR AND LIVESTOCK TRAFFIC. 12. THE ABSORPTON FIELD SURFACES MUST BE SLOPED TO DIVERT SURFACE DRAINAGE AWAY FRCM THE FIELD, 13. THE ENTIRE ABSORPTION FIELD SURFACE MUST BE REVEGETATED. 14. THE ABSORPTION FIELD SHALL BE INSTALLED PER THE REQUIRED SETBACK DISTANCES: 10 feet from any property line. 25 feet from any potable water supply line. 20 feet from any occupied dwelling. 110 feet from any well, spring or cistern. 60 feet `rom any stream or water course. OWTS Design Criteria: Proposed CDU small single family 2 -bedroom apartment with dwelling area under6000 S.F Average Daily flow (Q) _ # of people x gal/person/day (avg. flow) Mac. Design flow (Qd) = Q x 1.5 (peaking factor) = gal/day (design) Conventional system loading factor =140% of calculated area. Thi design flow is calculated as follows: 2 bedroom house equivalent @ 2 persons per bedroom Per :apita flow = 75 gal/person/day Qd ; 2x2x75x1.5 = 450 gal/day Tonl Peak Design Flow is 450 gal/day Septic Tank Design: Per regulations Qd = 450 gal/day Volume (V) of tank = Qd 1.25 = 450 gal/day * 1.25 = 562 gal. Use a 1(X)0 gallon 2 -compartment concrete septic tank. The tank shall have appropriate access openings with 24" dia. ribbed PVC risers with fiberglass lids at the surface. Tanksrisers and lids must be inspected and certified as watertight. Sub Sirface Conditions and Testing: A subsurface soil investigation was conducted by HP GEOTECH on October 5, 2013 (HP repor, dated 10/21/13, job # 113 350A). Several percolation test holes were prepared at two location on the site approximately 18 to 24 inches deep to determine percolation rates and to confirm the onsite soils are suitabt for conventional absorption systems. The average rate was determined to be les MPI. 60 MPI is used for design in the proposed area 'hat is generally located between thojmwbus testing locations. We assume that the 60 MSI rate is conservative based on the typical suitable soils encountered. The subsoils below about 1 -foot of topsoil consist of relatively dense clayey, silty sandy gravel with cobbles and possible intermittent gravelly clay. (USDA:gravelly sandy loam to silty clay loam) No free water was observed in profile boring 2 at the time of excavation and free water is not expected within 4 feet of the distribution level in the area of the proposed field. The soils appear to be suitable for conventional shallow absorption beds. Modifications to design based on additional evaluations and site conditions may be performed as needed during construction. Additional soils evaluations will be performed by the engineer during the initial stages of construction to confirm existing soil conditions. Soil A'scrption System Design: The aasorption field is designed based on utilizing the soil the estimated percolation rate for the native soils based on the soil descriptions as reported by the Geotechnical Engineer. The new absorption field will consist of a pipe and gravel sand filter bed system. The tank effluent will be equally distributed through perforated distribution laterals connected to individual distribution pipes from a distribution box. Pipe &Gravel Treatment/Absorption Area Design \ Average percolation rate of 60 minutes per inch. UC` StarTdard absorption area equation yields: �, 1 A (sf = (Qd *(t) %: where A = Area; e ! 5 t = time in minutes per inch=60mpi C Qd =flow (gal/day) = 450 gpd \ S The ccriventional system loading factor of 140% is applied. G, No reoiction to Area is applicable. Q �(�� U ,fly / Field krea = A = 1350 *(60) % x 1.4 = 976 S.F. 5 Numbe• chambers: Install :62 foot long by 16 foot wide pipe and gravel sand filter bed as delineated on the plan. Te bed will have a minimum 12" deep 1-1/2" gravel distribution layer overlying a minimem 12" deep layer of ASTM -33 filter sand (concrete sand). The perforated distriNtion laterals will be placed on 4 -foot centers. Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Land+Shelter 215 North 12th Street Unit C, PO Box 550, Carbondale, CO t 970.963.0201 f 970.963.0289 S OPRIS ENGINEERING, LLC. IVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, CO 81623 (970)704-0311 NOTICE: DUTY OF COOPEFMION Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his/her consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such changes. PERMIT SET August 28, 2014 Revisions 2L A A 283377 to d5�r)FL� Job Site: PRINCIPAL BARN 8276 Snowmass Creek Road Old Snowmass, Colorado 81654 OWTS PLAN & DETAILS Sheet Number: CA4mO 4" OB USE 4" PVC RISER 6" 1 IN. M�M TYPICAL YARD LANSCAPED SURFACE OR AGGREATE PAVED SURFACE EXCAVATED MATERIAL COMPACTED TO 90% STANDARD PROCTOR SUITABLE BACKFILL OR CLASS 6 ROAD BASE .� 4„ TRENCH CROSS-SECTION FOR SDR -,26 , HDPE OR SCHED-40 PIPES N.T.S. INSPECTION PORT (TYP.) 4" OBSERVATION PEIZOMETER RISER INSTALL FROM BOTTOM OF SAND LAYER USE 4" PVC W/ THREADED CAP, SAW SLOTTED PERFORATED TO TOP OF SAND (TYP.) DISTRIBUTION BOX W/ RISER AND LID ATTHE FINISH SURFACE GRADE. USE TUF-LIT OR EQUIV. ABOVE INVERT OF PERFORATED DISTRIBUTION LATERALS ` INSPECTION PORT (TYP.) 4" OBSERVATION PEIZOMETER RISER INSTALL FROM BOTTOM OF SAND LAYER USE 4" PVC W/ THREADED CAP, SAW SLOTTED PERFORATED TO TOP OF SAND (TYP.) \ F `Sp LIMITS OF TRENCH EXCAVATION AND MATERIAL PLACEMENT. _ j THE MIN 12" OF SELECT FILTER SAND (ASTM -33) SHALL BE PLACED OVER THE SANDY, SILTY TO CLAYEY GRAVEL SOILS AT AN APPROXIMATE DEPTH OF 4 FEET BELOW THE EXISTING SURFACE GRADE. THE REPORTED CLAY SOILS SHALL TO BE ENCOUNTERED AT 1 TO 4 FEET BELOW EXISTING GRADE SHALL BE REMOVED FROM THE BED EXCAVATION 4" EFFLUENT LINE FROM SEPTIC TANK Ab I KIII I IUN II LIU 4T GROUND SURFACE RISER SECTION 4" SOLID PVC GRAVITY _ DISTRIBUTION PIPES (TYP.) TO ABSORPTION LATERALS DISTRIBUTION BOX DETAIL N.T.S. -1IMITS OF BED EX TERIAL PLACEMENT WE RECOMMEND THAT THE BOTTOM OF THE BED BE EXCAVATED TO DEPTHS AT OR SLIGHTLY BELOW THE SANDY CLAY SOIL LAYER TO FULLY EXPOSE THE UNDERLYING GRAVEL SOILS. -`_ THE MIN 12" OF SELECT FILTER SAND (ASTM -33) SHALL BE PLACED OVER THE SANDY, SILTY TO CLAYEY GRAVEL SOILS AT AN APPROXIMATE DEPTH OF 4 FEET BELOW THE EXISTING SURFACE GRADE. THE REPORTED CLAY SOILS TO BE ENCOUNTERED AT 1 TO 4 FEET BELOW EXISTING GRADE SHALL BE REMOVED FROM THE BED EXCAVATION 4" 0 PERFORATED PVC SDR -35 DISTRIBUTION LATERAL PIPE INSTALLED -- OVER 4" OF THE 12" 1 1/2 -INCH GRAVEL DISTRIBUTION LAYER ORIENT PERFORATIONS DOWNWARD AT 5 AND 7 O'CLOCK ABSORPTION/TREATMENT BED PIPE AND GRAVEL DISTRIBUTION SYSTEMS SHALL BE INSTALLED AT LEVEL GRADE OVER MIN 12" OF SELECT FILTER SAND PLACED OVER THE CLAYEY GRAVEL SOILS. THE TOTAL BASAL ABSORPTION SURFACE AREA SHALL BE A MINIMUM 976 S.F. THE LOCATION OF THE BED SHALL MEET ALL REQUIRED SETBACK REQUIREMENTS. INSTALL A 62'X 3.5' PIPE AND GRAVEL GALLERY. USE 4" PERFORATED PVC PIPE IN A SINGLE TRENCH FOR A TOTAL 200 SQ. FT. INFILTRATIVE AREA. THE INFILTRATION TRENCH SHALL BE EXCAVATED TO MAINTAIN A MINIMUM 6 -FEET SEPARATION OF UNDISTURBED SOIL FROM SIDEWALL TO SIDEWALL OF THE OWTS BED. THE PIPE AND 12" GRAVEL DISTRIBUTION LAYER BE INSTALLED AT LEVEL GRADE OVER A MIN. 12" OF SELECT FILTER SAND PLACED OVER THE GRAVEL SOILS. THE 4" PVC PERFORATED LATERAL PIPE SET OVER A MIN. 4" OF GRAVEL AND BE CONNECTED TO THE SOLID DISTRIBUTION PIPE FROM THE TANK. LAYOUT TO BE FIELD DETERMINED TO BEST FIT EXISTING CONDITIONS AND SOIL CONDITIONS SELECT BACKFILL -� NATIVE OR SOIL/PIT RUN EXISTING GRADE-- FILTER RADE FILTER FABRIC _ MIRAFI N-140 1-1/2" CLEAN SCREENED ROCK <5% FINES 12' SAND FILTER MEDIA LAYER COARSE TO MEDIUM SAND EFFECTIVE SIZE 0.25-0.6 MM, WITH UNIFORM. COEF.=< 4.0 USE CONCRETE SAND ASTM -33 FILTER SAND REMOVE ORGANIC MATERIAL SCARIFY SURFACE AT GRADE f 4 1 �w x 0 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch = 20 ft. NATIVE COVER VEGETATION, SOD OR OTHER SUITABLE VEGETATIVE COVER CROWN FIELD TO 4" MIN. SHED SURFACE WATER MIN 4" TOPS IL GRAVITY PIPE AND GRAVEL SAND FILTER BED NOTES 1. THE BED SHALL SHALL BE CONSTRUCTED WITH A MINIMUM OF 12 INCHES OF SELECT SAND UNDER A MIN. 12" DEEP GRAVEL DISTRIBUTION LAYER. SANDY PIT RUN MAY BE PLACED BELOW THE SAND AND GRAVEL LAYERS AS NEEDED. THE SLIGHTLY MOUNDED BED WILL BE BACKFILLED WITH NATIVE MATERIAL AND/OR PIT RUN VOID OF LARGE ROCKS. THE FILL MATERIAL SHALL NOT EXCEED 3" DIAMETER AND SHALL BE PLACED TO PROVIDE 3' HORIZONTAL TO 1' VERTICAL SIDE SLOPES. 2. THE SAND SHALL FILTER MATERIAL SHALL BE CLEAN, COARSE SAND, ALL PASSING A SCREEN HAVING FOUR MESHES TO THE INCH. THE SAND SHALL HAVE AS EFFECTIVE SIZE BETWEEN 0.25 AND 0.6MM. THE UNIFORMITY COEFFICIENT SHALL BE 4.0 OR LESS. THE SAND MUST BE THOROUGHLY SETTLED BY LIGHT MACHINE COMPACTION OR OTHER MEANS BEFORE THE DISTRIBUTION GRAVEL AND DISTRIBUTION LATERALS ARE PLACED AT THE SPECIFIED GRADE, 3. THE PERFORATED DISTRIBUTION LATERALS SHALL BE INSTALLED LEVEL OVER A MIN. OF 4" OF GRAVEL. AN ADDITIONAL 8" OF GRAVEL IS TO BE PLACED FROM THE INVERT LEVEL OF THE DISTRIBUTION PIPE FOR A 12" DEEP GRAVEL DISTRIBUTION LAYER. THE GRAVEL LAYER SHALL BE COVERED WITH FILTER FABRIC AND A MINIMUM 12 INCHES OF EARTHEN FILL AND TOPSOIL. 4. A MINIMUM 12" DEPTH OF COVER, AROUND THE PERIMETER TO 18" IN THE CENTER, IS TO BE PLACED OVER THE GRAVEL DISTRIBUTION LAYER. COVER TO INCLUDE A MINIMUM 4" DEPTH OF TOPSOIL TO THE SURFACE. 5. ALL OF THE GRAVEL OR STONE SHALL PASS 2 Y2 INCH SCREEN AND SHALL BE RETAINED ON A 3/4" INCH SCREEN. THE SEPARATING DISTANCE BETWEEN PARALLEL PERFORATED DISTRIBUTION LINES AND WITH OUTER LINES TO THE TOP PERIMETER EDGE OF THE SAND FILTER LAYER SHALL BE MAINTAINED AS SPECIFIED ON THE PLANS AND DETAILS.. 6. EQUAL PRESSURE DISTRIBUTION OVER THE LENGTH OF THE PIPE AND GRAVEL SAND FILTER FIELD WILL BE MAINTAINED BY THE INSTALLATION OF INDIVIDUAL 4" PVC DISTRIBUTION PIPES INSTALLED FROM A DISTRIBUTION BOX TO EACH 4" SDR -35 PERFORATED DISTRIBUTION LATERAL IN THE FIELD. THE DISTRIBUTION LATERALS SHALL BE PLACE LEVEL WITH PERFORATIONS ORIENTED DOWNWARD AT 5 AND 7 O'CLOCK. CAP EACH DISTRIBUTION LINE W1 BALL VALVE. INSTALL A SWEEP 90 FITTING WITH A 4 -INCH VERTICAL INSPECTION PORT AT THE END OF EACH PERFORATED DISTRIBUTION LATERAL. CAP EACH INSPECTION PORT WITH A TREADED CAP. 7. THE INVERT OUT OF THE DISTRIBUTION BOX SHALL BE AT LEAST 2" ABOVE THE INVERT OF THE PERFORATED DISTRIBUTION LATERALS. 8. ONE VERTICAL 4" OBSERVATION PEIZOMETER RISER SHALL BE INSTALLED AT THE OPPOSITE CORNER OF THE FIELD FROM THE DISTRIBUTION BOX, THE PEIZOMETER SHALL BE INSTALLED FROM THE BOTTOM OF THE SAND LAYER TO THE SURFACE WITH SAW SLOTTED PERFORATIONS TO THE TOP OF THE GRAVEL LAYER. USE 4" PVC W/ THREADED CAPS AT GRADE. 9. THE SLIGHTLY MOUNDED PIPE AND GRAVEL SAND FILTER BED MUST BE PROTECTED FROM VEHICULAR AND OTHER TRAFFIC. STORAGE OF ANY MATERIALS ON THE FIELD IS PROHIBITED, 10. THE ENTIRE FIELD SURFACES MUST BE CROWNED TO DIVERT SURFACE DRAINAGE AWAY FROM THE FIELD AND MUST BE REVEGATATED. TESTING, INSPECTIONS AND CONSTRUCTION MANAGEMENT: 1. ADDITIONAL GEOTECHNICAL EVALUATIONS AND INSPECTIONS BY THE ENGINEER SHall BE PERFORMED DURING INITIAL STAGES OF CONSTRUCTION TO VERIFY ASSUMPTIONS MADE FOR THE OWTS DESIGN. 2. THE EVALUATIONS AND INSPECTIONS MAY RESULT IN MODIFICATIONS TO THE DESIGN THAT f f MAY INCLUDE FIELD SIZE REVISIONS AND POSSIBLE SOIL REPLACEMENT IN SELECT AREAS IF NEEDED. SUFFICIENT NOTICE TO THE ENGINEER BY THE PROJECT MANAGER/CONTRACTOR NEEDS TO BE MADE IN ORDER TO SCHEDULE THE SITE INSPECTIONS. 3. PRIOR TO CONSTRUCTION OF THE PERMITTED SYSTEM THE ENGINEER SHOULD BE CONTACTED BY THE PROJECT MANAGER/CONTRACTOR WELL IN ADVANCE TO PROVIDE ADEQUATE TIME TO DISCUSS THE SYSTEM COMPONENTS WITH THE CONTRACTOR, ANSWER • Top ewfaw area 4825 IV QUESTIONS, RESOLVE ANY CONFLICT ISSUES AND SCHEDULE INSPECTION SITE VISITS BASED ON CONSTRUCTION PROGRESS. 4. COUNTY REGULATIONS REQUIRE THAT THE DESIGN ENGINEERS OF RECORD PERFORM SITE INSPECTIONS OF THE PERMITTED SYSTEM DURING CONSTRUCTION AND PROVIDE "AS -BUILT" DOCUMENTATION OF THE INSTALLED SYSTEM TO THE COUNTY AFTER CONSTRUCTION IS COMPLETE. THE ENGINEER SHOULD BE CONTACTED AND NOTIFIED OF THE CONSTRUCTION SCHEDULE. COUNTY REGULATION FURTHER SPECIFY THAT THE ENVIRONMENTAL HEALTH PSI Min, DEPARTMENT BE CONTACTED TO PERFORM AN INSPECTION PRIOR TO BACKFILLING THE SYSTEM COMPONENTS. 5. OUR DESIGN AND RECOMMENDATIONS ARE BASED UPON INFORMATION SUPPLIED TO US its"logon: BY OTHERS. IF SUBSURFACE OR SITE CONDITIONS ARE FOUND TO BE DIFFERENT FROM CONDITIONS ASSUMED OR INDICATED, WE SHOULD BE NOTIFIED TO EVALUATE ANY EFFECT ON THE PROPOSED OWTS. IF THE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT • Tank to be set an S mh sand REQUESTS CHANGES OR MODIFICATIONS TO THIS DESIGN, WE SHOULD BE CONTACTED TO EVALUATE AND RESPOND TO THE REQUEST. 6. CONTRACTOR SHOULD REVIEW ANY CONDITIONS ON THE ISSUED PERMIT AND COORDINATE bed or pea gravel WITH THE ENGINEER REGARDING CONSTRUCTION OF THE SYSTEM. 80 7. IF YOU HAVE ANY QUESTION OR NEED ANY ADDITIONAL INFORMATION, PLEASE CALL. EARTH 12" 4" SDR -35 PERFORATED PVC DISTRIBUTION LATERAL PIPE SELECT SOIL REPLACEMENT AS NEEDED TO LEVEL FIELDS WITH SUITABLE NATIVE MATERIAL OR IMPORT PIT RUN, SAND W/ GRAVELS PIPE & GRAVEL SLIGHTLY MOUNDED SAND FILTER ABSORPTION BED SYSTEM N.T.S. Item # 100WrI ALLOWABLE BURY (Bawd on Water Tall•) WATERTAME ALLOWAME EARTH FLL I -o• r -a T-0• T-0' r-0• 9'-0• 3-0• 4'-0' DRY 11I 1000 Gallon Top Seam Two Compartment Top :-• - 11~ 7: F_ y 7' View "Ja2V CYarAotxe l�-- I: 'II T� X11 I. BM Rubber ` 8ealertt DESIGN NOTES •Design per pebet 1 f f per ASTM C1227 g^ I • Top ewfaw area 4825 IV fe 0 28 days; comes = 6,000 j PSI Min, its"logon: • Tank to be set an S mh sand bed or pea gravel • Tank Wbebwkfifledunifonrdyan Section as aides in [ft Iess fan 2A• and 4, M -h -i Weanpa4isd i View • r=tw,ard material my be used tow 106" badA, p waded largssbrsa as mrto,ed • ExwYeBon shadd be dw vWW and ink fin• Spee• lrrt Wrens being seed wlfr water WW to k•s cervica for wLh W 11' Long x T Wkte Iniet Ordlet Leriglh Width HOW Ow 2 below grade 66• bebw intat invert se• 53• 111- 80" 68' • Mesta01644-06forresSentconecoxe • Irdet and 0" idertlifed above poe Nat • Delivered mmoste wLh in0anel p"Q PVC or contests risers avabble Iniet Side . Otalat Silo Tomcepwk • Smop„de,y „may goven w,sateb wl 687 garons 323 pelts tAl0 gaIas • Option of pump or sI hafalad Nra Weight LW TanTobd 'See bad�LI guide on our webeft AW 1 2000 2,62a ibs 9,3eo ms 12,00D w Water B (718) 3958764 2sU)05 Ca Rd. 317 Wastewater P.O. Ba192;; wooVALLEY • Systems Pea: (719) 3953777 Duette Vista 0081211 . Products (/] �A ginc. Service Wbs1Ex WWW.vaiioyprecefatcom F.rnail: ftankWskGIvalWyprecasLoom I. EXISTING SITE CONDITIONS ARE FROM SURVEY INFORMATION BYSOPRIS ENGINEERING. PROPOSED SITE IMPROVEMENTS ARE BY LAND AND SHELTER. 2. THE PROPOSED OWTS AND CIVIL SITE DESIGN ARE BY SOPRIS ENGINEERING, LLC. OWTS SYSTEM NOTES 1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO STATE AND COUNTY ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) REGULATIONS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION AND EXCAVATION, 3. ALL SEWER LINES TO BE SDR -35 OR SCHEDULE 40 P.V.C. PIPE UNLESS NOTED OTHERWISE. 4. INSTALL A TWO-WAY CLEAN OUT ON THE SERVICE LINE FROM THE HOUSE. 5. THE SEPTIC TANK SHALL BE INSTALLED LEVEL ON COMPACTED EARTH. INSTALL WATERTIGHT RISERS AS NECESSARY TO BRING ALL REQUIRED ACCESS POINTS TO THE FINISHED SURFACE GRADE. BACKFILL WITH SUITABLE NATIVE SOIL FREE OF BOULDER AND ROCK IN EXCESS OF 3" DIAMETER. 6. A SANITARY BAFFLE TEE IS REQUIRED ON THE SEPTIC TANK INLETAND OUTLET. INSTALL THE INLETAND OUTLET TEES PLUMB AND IN A POSITION TO ALLOW EASY INSPECTION AND MAINTENANCE OF TANK FROM THE TANK RISERS. 7. WE RECOMMEND THE INSTALLATION OF A 4" EFFLUENT FILTER CONTAINED IN THE 4" BAFFLE OUTLET TEE OF THE SEPTIC TANK. THE FILTER SHOULD BE INSPECTED EVERY SIX MONTHS. THE EFFLUENT FILTER SHALL BE MAINTAINED AND CLEANED WHEN THE TANK IS PERIODICALLY PUMPED OR AS NECCESSARY. INSTALL A SUITABLE EXTENSION ON THE FILTER WITH A HANDLE TO BE WITHIN 6" BELOW THE ACCESS LID. 8. THE CONTRACTOR SHALL ENSURE THAT THE SEWER LINES, SEPTIC TANK AND RISERS ARE WATERTIGHT. ALL PLUMBING FIXTURES AND OWS COMPONENTS SHALL BE INSTALLED AND MAINTAINED TO AVOID SURFACE OR GROUNDWATER FROM ENTERING THE SYSTEM AND TO PREVENT LEAKAGE FROM THE SYSTEM. IN-HOUSE PLUMBING FIXTURES SHALL BE MAINTAINED TO PREVENT EXCESS WATER FROM ENTERING THE SEPTIC SYSTEM. 9. THE DIMENSIONS AND NOTES SHOWN ON THE PLAN INDICATE MINIMUM AREA, LENGTH, WIDTHS AND SEPARATION DISTANCES FOR THE TRENCHES, BED OR MOUNDED ABSORPTION FIELD, 10. THE TREATMENT/ABSORPTION FIELD SYSTEMS SHALL BE EXCAVATED TO LEVEL GRADE IN NATIVE EARTH. THE TRENCH BOTTOM AND SIDEWALLS SHALL BE SCARIFIED AND/OR RACKED IF SMEARING OCCURS. IF EXCESSIVE LARGE COBBLES OR BOULDERS ARE ENCOUNTERED IN ANY PART OF THE EXCAVATION IS OVER 6" FROM THE PROPOSED INFILTRATIVE SURFACE, OVER EXCAVATE AND BACKFILL WITH ASTM -33 FILTER SAND. 11. THE ABSORPTION TRENCHES/BED OR MOUND MUST BE GENERALLY MARKED AT THE FOUR CORNERS WITH INSPECTION PORTS AND/OR BURIED REBAR. THE FIELDS MUST BE PROTECTED FROM VEHICULAR AND LIVESTOCK TRAFFIC. 12. THE ABSORPTON FIELD SURFACES MUST BE SLOPED TO DIVERT SURFACE DRAINAGE AWAY FROM THE FIELD, 13. THE ENTIRE ABSORPTION FIELD SURFACE MUST BE REVEGETATED. 14. THE ABSORPTION FIELD SHALL BE INSTALLED PER THE REQUIRED SETBACK DISTANCES: 10 feet from any property line. 25 feet from any potable water supply line. 20 feet from any occupied dwelling. 110 feet from any well, spring or cistern. 60 feet from any stream or water course. OWTS Design Criteria: Proposed CDU small single family 2 -bedroom apartment with dwelling area under6000 S.F. Average Daily flow (Q) = # of people x gal/person/day (avg. flow) Max. Design flow (Qd) = Q x 1.5 (peaking factor) = gal/day (design) Conventional system loading factor =140% of calculated area. The design flow is calculated as follows: 2 bedroom house equivalent @ 2 persons per bedroom Per capita flow = 75 gal/person/day Qd = 2x2x75x1.5 = 450 gal/day Total Peak Design Flow is 450 gal/day Septic Tank Design: Per regulations Qd = 450 gal/day Volume (V) of tank = Qd * 1.25 = 450 gal/day * 1.25 = 562 gal. Use a 1000 gallon 2 -compartment concrete septic tank. The tank shall have appropriate access openings with 24" dia. ribbed PVC risers with fiberglass lids at the surface_ Tanks risers and lids must be inspected and certified as watertight. Sub Surface Conditions and Testing: A subsurface soil investigation was conducted by HP GEOTECH on October 5, 2013 (HP report dated 10/21/13, job # 113 350A). Several percolation test holes were prepared at two location on the site approximately 18 to 24 inches deep to determine percolation rates and to confirm the onsite soils are suitable for conventional absorption systems. The average rate was determined to be less 40 MPI. 60 MPI is used for design in the proposed area that is generally located between the previous testing locations. We assume that the 60 MPI rate is conservative based on the typical suitable soils encountered. The subsoils below about 1 -foot of topsoil consist of relatively dense clayey, silty sandy gravel with cobbles and possible intermittent gravelly clay. (USDA:gravelly sandy loam to silty clay loam). No free water was observed in profile boring 2 at the time of excavation and free water is not expected within 4 feet of the distribution level in the area of the proposed field. The soils appear to be suitable for conventional shallow absorption beds. Modifications to design based on additional evaluations and site conditions may be performed as needed during construction. Additional soils evaluations will be performed by the engineer during the initial stages of construction to confirm existing soil conditions. Soil Absorption System Design: The absorption field is designed based on utilizing the soil the estimated percolation rate for the native soils based on the soil descriptions as reported by the Geotechnical Engineer. The new absorption field will consist of a pipe and gravel sand filter bed system. The tank effluent will be equally distributed through perforated distribution laterals connected to individual distribution pipes from a distribution box. Pipe & Gravel Treatment/Absorption Area Design Average percolation rate of 60 minutes per inch. Standard absorption area equation yields: A (sf) = (Qd *(t) '/:: where A = Area; 5 t = time in minutes per inch=60mpi Qd = flow (gal/day) = 450 gpd The conventional system loading factor of 140% is applied. No reduction to Area is applicable. Field Area = A = 1350 *(60) h x 1.4 = 976 S.F. 5 Number chambers: Install a 62 foot long by 16 foot wide pipe and gravel sand filter bed as delineated on the plan. The bed will have a minimum 12" deep 1-1/2" gravel distribution layer overlying a minimum 12" deep layer of ASTM -33 filter sand (concrete sand). The perforated distribution laterals will be placed on 4 -foot centers. Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Land+Shelter 215 North 12th Street Unit C, PO Box 550, Carbondale, CO t 970.963.0201 f 970.963.0289 J OPRIS ENGINEERING, LLC. rCIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, CO 81623 (970) 704-0311 NOTICE: DUTY OF G0015EMMON Release of these plans contemplates further cooperation among the owner, his or her contractor, and the architect. Design and construction are complex. Although the architect and his/her consultants have performed their services with due care and diligence, they cannot guarantee perfection. Communication is imperfect and every Contingency cannot be anticipated. Any ambiguity or discrepancy discovered by the use of these plans shall be reported immediately to the architect. Failure to notify the architect compounds misunderstanding and increases construction costs. A failure to cooperate by a simple notice to the architect shall relieve the architect from responsibility for all consequences. Changes made from the plans without consent of the architect are unauthorized and shall relieve the designer from all consequences arising out of such chances. PERMIT SET August 28, 2014 Revisions A A A yp4R S�. A 28377 5c) �.. I-V) Job Site: PRINCIPAL BARN 8276 Snowmass Creek Road Old Snowmass, Colorado 81654 OWTS PLAN & DETAILS Sheet Number: CA400