*SOILS RETAINING WALLS EMGIMEER *SEPTICS FOUNDATIONS *GRADING AND DRAINAGE MIOUNTAINI NGO *SITE DEVELOPMENT January 28, 2025 San Juan County Attn: Willy Tookey 1557 Greene Street Silverton, Colorado 81433 EMI Job No. 2024-101 Subject: Sketch Plan, County Improvement Permit Application, Proposed Rose Residence, Hector Lode USMS No. 14327 et al, Highway 550, near Silverton, San Juan County, Colorado. Dear Willy and Commissioners: This submittal has been prepared to describe the proposed improvements on the Hector Lode and adjacent claims, located on Highway 550, near Silverton, in San Juan County. The Applicant and Property Owner is Damon Rose of Georgia. The attached documents have been prepared as a Sketch Plan for a County Improvement Permit Application. The Applicant requests review of this project by the Planning Commission at their meeting in 21 days on February 18, 2025. The proposed improvements consist of a single-family residence, driveway extension, and associated utilities. Please contact Engineer Mountain, Inc. if you have any questions. Sincerely, * Lisa M. Adair, PE Engineer Mountain, Inc. Attachments for Willy Tookey: 14 Binders for County Staff, Planning Commission, and County Commissioners San Juan County Application for Improvement Permit Form Adjacent Land Owner Envelopes Receipt for County Improvement Permit Application Fee San Juan County Relationship to State Highways Form Cc (binder): Damon Rose. Cc (electronic copy): Willy Tookey, Town of Silverton, Bevan Harris, Damon Rose, Brian Briggs, Mike Parmelee, Paul Lane, Trautner Geotech, Gilbert Archuleta, Tyler George. PO Box 526 - 962 Reese Street - Silverton, Colorado - landline (970) 387-0500 - cell (970) 946-2217 APPLICATION FOR IMPROVEMENT PERMIT Sketch Plan Proposed Rose Residence Hector Lode USMS No. 14327 et al Highway 550, near Silverton San Juan County, Colorado Engineer Mountain, Inc. TABLE OF CONTENTS 1. San Juan County Application for Improvement Permit 2. Warranty Deed 3. Assessor Property Card 4. List of Adjacent Land Owners 5. Adjacent Land Owner Map 6. Survey Plats 7. Project Plans Sheet 1 of 5: Vicinity Map Sheet 2 of 5: Sketch Plan + County Avalanche Map Sheet 3 of 5: Sketch Plan + County Geohazards Map Sheet 4 of 5: Sketch Plan Sheet 5 of 5: Sketch Plan with Topography 8. Project Narrative 9. San Juan County Public Health Department Septic System Permit 10. Septic System Documents 11. Well Permit 12. County Relationship to State Highway Systems Form 13. CDOT Permit 14. Scenic Quality Report Front Cover Photo Credit: Original Mineral Survey Plat ii San-hase Cats-chumer Appfention loz Bmaprorement Permit anke AMON ROSE APPROVAL CBECKISST Imitial Date Hatras 4501 HAREIS TEAL NW Land L'se Administrator ATLANTA GA 30327 Mane Ourership on Surlce aer SAME - 404 2114 Ousership nf Biinerals Adilress Micinity iap - EGDI Certfinds Sursey Plat m srtitesiur Mfifress Tasic Blin Dian honel Plans and Drasings Legan Descriptinto Prapsrty: Deadl Syisteta Relatiunshipg Zeaing Compatbiliy HECTOR LOPE Smte Miiniagl Permit USMS No. 14327 Snifasn Bt Aralanche linzard Gusfingle Ezurii Eeptain Haznt Mldirellazna Tiisashir4s. Row7.serthan 19 Mlineral Resnurce impaet Dattreurs sISTL enent Aattait Mlke TniRE Ihtiesite tne: Froposep RESIA PENCE Maturst hed Gearnee ANi Access/Dreiry IPROVEMMENrS Ey Binlding Engector Bg Tahit Sale Slecnicai fnsnecter Be MeoHrhic setticnit tirmi: MDilont Sisentume 54 uan Desin Tecliil Lait Sesaur Dispnsat: Test DSEe Thate peitio 3U1 Taill Shirss Sesase i nilaclia 1 Dnte Suhmittetl fivr Zermit Btu Dhl sina af Waln Tsmnss Bates Mamin Ssued Magunte Maters Souree Uate Permin Denied Mell Fermit Bseu fhi Dentsl Cnl 1: afer Distributinn 5. Purest: sersiceI M e Mpmrnyat Sate Disisinse - Higiays Recun: PEEPAMENT Drives Peiit imirntin Pale P ste uintirkinn PA D Sahdhisian Variange BE RI 1 asiiene nnal - PLD iporaral 155500 State Documentary Fee Page 1of2 $46.50 08-30-2021 SAMJUAN COUNTY, COLORADO LADONNA L. JARAMILLO, RECORDER 06-30-2024 08:03AM Recording Fse $18.00 VARBAPTRE TBED Slate Docersatary Fes 3IS DIED, Mase this SOTH Day sfAugust, 2024 Data: Bgat-aavoy Between RYAN RATNER 84850 elthes Comy oi ha Hlata ang Stase : Colarnde, gran:or and DAMON ROSE Vhwgrgauabessiw 4723 Nuthsdeb einitl n 35227 afthe Gansy sl Fulton and Suturdsorpin, gmee WATHESSETH, Thal ue guantor Bu: au 1: cons.sicraln nii the suni 0i TEN DOLLARS AND OTHTER GOOD AND VALUABLE CONSIDERATION- ther reccipt aad suflcieney ofwhich E hereby aekenowtedged. has granted bargaineu, sald and conveyed, and hy these presents does grant, bargain, seil, convcy und cnir. uno thes grantes. thei heirs and assigns forever, ail ther real preperty together wth imprwments,if: ay, sitente, lyng and Saing in thet Cuunty sis San ean at Star a of Cnicrade described as fcllows GBE. ATT. CEED BAEBIT "&" As: toN: 5x strect and mumber aS Highwvag 550M Siiverton. CO 81433 TOGETHER with ai and smgular the hereditenents and appurtenances erctc belanging. a in anyise Appertaining, end the: reversion and eversions, remander and remanders. rerts. issues and prolits thercof, and ail the estate, right, He Interesi, dam adt cemand atsucver of de wantor either in; Is ur equity u, a wid to U abnze lrgaineu premises. vis, the) Leraditmenssand: appurtenancis 70 HAVE AID TO BOLD the ned onmses nbove sargunad and descrihen, ML the appurteanes, unto the grasies thsr hcirs adi nssigns focever Thes granter. himseth hiohes andi putsonz FepresenItes. dosscon enant, grant Surgra amirets anl Tu tmegrntez : a. - gn :: : na tm - nachn. : - a aha: pacts, he :: wei sem ai tha premans aliau anepet,ta good, srs: perlees, alsoltte and Indefeasibles estate a! inhrrtanse, 1 ln: fees aimple. and hns gond nght, flly pewer anc! lawiul suthority ta grant, bagans, sc! and convey the same : manner and furm as dons sad. and hne thasame ane free andr clear tren aii farmer and other grants, bagans sales, iers. acs HSsessnents, macumbranees and restricions nf whatever ini a nature Sc ever, except: 3024 taxes due and payable in the; year 2025. Suhject to Statutory: Exceptions as detined in CRS 6 38-30-11315). Tihe grantor shall anri wil VARRANTI ANDI FOREVER DEFEND thes above-haig gained premises in: the quiet and peaceabic passession ef the grantes thme heirs at: sabixns, ngane alla ms every psor a persuns Ewlycsns ua sihole de Ee bit therent. The Jirtar BmbET sha incluil :ha purit. d luru Ec Mpete and Uaista of as smaer hall Des spphcabie tes dganders 1 is, rgn tar cngor ass executes thas lend en uz G set ferti: abcse - - RYANS OENER STATE OF COLORADO CCUNTY OF LA FLATA Tnc intezemg isaent 1an Brinowindgni bdfure me this 3913 Duys of August 202 $392401304 Ey: RYAN RATMER MV teremissiar piesduly oueco's AtPy hand and officiul sual REMEE. JO FRIEDEMBERG oN S 3 NOTARY PUBLIC STATE OF COLORADO Notry Faltie TOTARY ID: 20174030807 BY cOVIBISS ONE EXPISS 073 212625 ISIAEV at 155500 0S-30-2024 Page 2 or 2 EXHIBIT "A" TRAOTI I: Ths HECTOR LODE ar EECTOR MIZLEITE. U.3. Plinerc! Survey Pos. 143274 and 143375, Animas AIining Distriot, Sen Juaa County, Colorado, according to ths paten: filed of record, LESS AND EZCEPT any portion of the above nemed mining claim(s), within overlepping senior mining ciaims whather excoplec or not in the patent oz thc abova desoribed Fcckor Lode and Heccor Allloite. TRACT I: Thn COOE CILSSITE, T.S, Minacai Survey 2o, 178405, nlmes Mining Districk, Ben Juan Counts, Coiorndo, according to the patent Cled of record, LESS AND DECEPT ang portion. of tha cbove aamed nining alzim(s), within overinpping sonior mining clains whether encepted o1 notin the patent for the above described Cools Millsite. LE33 AND EACEET that portion doseribad in Varsanty Deod: : ecozied TIag 14, 2008 BG Racuptios Ho. 146407. RAOT II: Tha 3MT2E MILLSITE, J.E.Alineral Gurvez Zo. 178493, Animas Mlaing District, Sari Juan. County, Coloredo, according to tha patent Fllad ofvecord. LESS AND BICEPT 07 2nrtlon of sha abova aame6 mining ciaim(s), within overlspplng senior mining ciainsa vhether atcapled CT not in Ebo patase for the shste daseribed Smich Pilisite. LEES AIDD EECEPT shat portion dascribad In Warrsaty Daod cecordad as 14, 3003 33 Racaption No. 145407. Property Records San Juan County Colorado GTO CLe PARCEL N2731 48290190010006 Owners DAMON ROSE 4501 HARRIS TRL NW ATLANTA, GA 30327-3813 Parcel Summary Location HIGHWAY 550 N SILVERTON, CO 81433 Use Code MN: Mining Claim Real Estate Tax District 101: Outer County Mill Levy 36.529000 Acreage 17.9400 Section 19 Township 41 Range 7 Neighborhood Outer County Nbhd Legal Description COOK M S - 17848 B LESS AND EXCEPT TRACT 2A, HECTOR - 14327, HECTOR M S - 14327 B, SMITH M S - 17849 B SURFACE RIGHTS ONLY. LESS AND EXCEPT PORTION DESCRIBED IN WARRANTY DEED RECORDED MAY 14, 2008 AS RECEPTION 146407. GSAGIS Value History 2024 2023 2022 2021 2020 Market Value $294,219 $294,218 $172,940 $172,940 $118,600 Exempt Value $0 $0 $0 $0 $0 Taxable Value $294,219 $294,218 $172,940 $172,940 $118,600 Assessed Value $82,087 $82,086 $50,153 $50,153 $34,394 Document/Transfer/Sales History Official Sale Sale Date Q/U Type V/I Ownership Record Price Code Warranty. Grantor: RATNER RYAN: 155500 2024-08-29 le Deed Vacant $485,000 Grantee: DAMON ROSE a Grantor: BALDWIN Warranty. 151390 2017-10-09 a Vacant $235,000 RONALD H 8 NANCY G do Deed Grantee: RATNER RYAN Buildings None Extra Features None Land Lines Unit Total Code Description Zone Front Depth Units Rate Acreage Value Notes Type Adj Non- GISid: producing 4130. 5140 Patented 4.00 005 $1,350.00 4.00 1.00 $75,400 HECTOR Mining MS- Claim(s) 14327 Non- GISid: producing 4127. 5140 Patented 7.13 005 $1,350.00 7.13 1.00 $139,626 HECTOR Mining - 14327 Claim(s) Non- GISid: producing 2447. 5140 Patented 2.34 005 $1,350.00 2.34 1.00 $3,159 COOK Mining MS- Claim(s) 17848 Non- GISid: producing 7759. 5140 Patented 4.47 005 $1,350.00 4.47 1.00 $76,034 SMITH Mining MS- Claim(s) 17849 Tax Notices 2024 2023 Disclaimer AU parcel data on this page is for use by the San Juan County Assessor for assessment purposes only. The summary data on this page may not be a complete representation of the parcel or of the improvements thereon. Building information, including unit counts and number of permitted units, should be verified with the appropriate building and planning agencies. Zoning information should be verified with the appropriate planning agency. Thisi is a true and accurate copy of the records of the San Juan County Assessor's Office as of January 24, 2025. 02 2024 State of Colorado - Transparency Online I GeneralNotices LIST OF ADJACENT LANDOWNERS Proposed Rose Residence Hector Lode USMS 14327 et al Highway 550, near Silverton San Juan County, Colorado Prepared by Engineer Mountain Inc. As of January 24, 2025 Property Owner Property 9318 Development Ventures LLC Lots 18, 27-28, Anvil Mountain Subdivision R1 Colorado Real Estate Clo Beth & Brian Anderson 43601 Highway 550 Durango CO 81301 Aces Prospect LLC Undivided 1/2 Interest in Tract A-2, Ophir Clo Wyatt Carmack Placer PO Box 58 Silverton CO 81433 John Scot Jackson Undivided 1/2 Interest of Tract A-2, Ophir PO Box 116 Placer Silverton CO 81433 Anvil Townhomes LLC Lots 16-17 Anvil Mountain Subdivision PO Box 250 Silverton, CO 81433 Raelen Barr Lot 28 Anvil Mountain Subdivision PO Box 1049 Silverton, CO 81433 Brandi Hatfield & Robert Nix Fractional Block L 431 29 1/2 Road Grand Junction CO 81504 David Breed Lot 1, Block 75, Scarborough Subdivision PO Box 239 Silverton CO 81433 Kimberly Christine Hummer Trust Unit A of the Brown Subdivision on Lot 5 3508 Lupine Lane of the Scarborough Subdivision Edmond, OK 73012 Page 1 of 7 LIST OF ADJACENT LANDOWNERS Proposed Rose Residence Hector Lode USMS 14327 et al Highway 550, near Silverton San Juan County, Colorado Prepared by Engineer Mountain Inc. As of January 24, 2025 Property Owner Property Hillary Cable Lot 14, Anvil Mountain Subdivision PO Box 754 Silverton CO 81433 Maika & Wade Christensen Lot 29, Anvil Mountain Subdivision PO Box 852 Silverton CO 81433 CDOT Portion of Fractional Block M 3803 Main Avenue Suite 300 Tract 2 of the Smith Mill Site Durango CO 81301 Tract 2A of the Cook Mill Site Lots 7-11, Block 101 Lots 4 & 21, Block 106 Lots 1-2, 11-12 and 23-24, Block 107 D&SNGRR Blocks 87, 96, 97, 112 479 Main Avenue Durango CO 81301 Jason Ebelheiser Lot 11, Anvil Mountain Subdivision PO Box 928 Silverton CO 81433 Dustin & Thomas Eldridge Lot 8, Anvil Mountain Subdivision PO Box 601 Silverton CO 81433 FM4 LLC Lots 1-12, Block 100 7025 Forest Service Road 90041 Flagstaff AZ 86001 Nicholas & Laurel Foster Lot 12, Anvil Mountain Subdivision PO Box 252 Silverton CO 81433 Page 2 of7 LIST OF ADJACENT LANDOWNERS Proposed Rose Residence Hector Lode USMS 14327 et al Highway 550, near Silverton San Juan County, Colorado Prepared by Engineer Mountain Inc. As of January 24, 2025 Property Owner Property Gerald and Nancy Swanson Revocable Trust Lots 23-24, Block 89 Clo Nancy Swanson Lots 1-6 and 19-24, Block 90 PO Box 771 Lots 1-24, Block 91 Silverton CO 81433 Lots 1-6, Block 101 Lots 1-24, Block 102 Lots 1-24, Block 103 Lots 1-24, Block 104 Lots 1-2, 11-14, and 23-24 Block 107 Lots 8-21, Block 108 Greg Huntsman Revised Tract B, Ophir Placer 1220 N 200 W Bountiful UT 84010 Haley and Kerry Farwell Revocable Trust Lot 10, Anvil Mountain Subdivision PO Box 451 Silverton CO 81433 Gerald & Roberta Nix Living Trust Portion of Fractional Block M C/o Michelle Duran Lots 1-5, 20-24, Block 105 1448 E Spruce Court Lots 1-3, 22-24, Block 106 Rifle CO 81650-3711 Sarah Wendlandt & Jordan Bierma Lot 20, Anvil Mountain Subdivision PO Box 939 Silverton CO 81433 Marc Kloster & Katie Shapiro Lot 7, Anvil Mountain Subdivision PO Box 936 Silverton CO 81433 Kyle Liddick Unit C ofThe Brown Subdivision on Lot 5 PO Box 915 of the Scarborough Subdivision Silverton, CO 81433 Page 3 of 7 LIST OF ADJACENT LANDOWNERS Proposed Rose Residence Hector Lode USMS 14327 et al Highway 550, near Silverton San Juan County, Colorado Prepared by Engineer Mountain Inc. As of January 24, 2025 Property Owner Property Lumen Qwest Corporation Portion of Block 89 1025 Eldorado Boulevard Broomfield CO 80021 Linda Luther Fractional Block K PO Box 127 Part of Tract A of the Ophir Placer Silverton CO 81433 Melina Marks Lot 19, Anvil Mountain Subdivision PO Box 405 Silverton CO 81433 Mineral Creek Homes, Inc. Lots 1-24, Block 73 PO Box 124 Lots 1-24, Block 74 Silverton CO 81433 Lots 8-9, 17, Block 86 Lots 1-11 and 15-24, Block 87 Lots 1-24, Block 88 Lots 1-3, Block 85 Lots 1-7 and 18-24, Block 86 Robert & Cassandra Roof Lot 3, Anvil Mountain Subdivision PO Box 333 Silverton CO 81433 Melanie Russek and Mitchel Carrier Lot 9, Anvil Mountain Subdivision 3514 Bennett Street Durango CO 81301 Janice Sanders Lots 6-22, Block 89 (Undivided 4/5 Interest) PO Box 476 Lots 7-18, Block 90 (Undivided 4/5 Interest) Silverton CO 81433 Tyler & Emma Schaffrick Lot 26, Anvil Mountain Subdivision PO Box 945 Silverton CO 81433 Page 4 of 7 LIST OF ADJACENT LANDOWNERS Proposed Rose Residence Hector Lode USMS 14327 et al Highway 550, mear Silverton San Juan County, Colorado Prepared by Engineerl Mountain Inc. As of January 24, 2025 Property Owner Property Howard Stern Lot 5, Anvil Mountain Subdivision PO Box 632 Silverton CO 81433 Sultan Mountain LLC Aletha Lode PO Box 6435 Avalanche Lode Corpus Christi TX 78466 Blanche Placer Blue Jay Lode Bryan Lode Champion Lode Champion No. 2 Lode Chief Lode Cocktail Lode Cook Lode Crown Point Lode Emblem Lode Empire Lode Empire Mill Site Empire Tunnel Lode Excelsior Lode Fairview Lode Fraction ofthe Florence Lode Fraction Lode Gladstone Lode Great Central Lode Great Republic Lode Great Republic Mill Site Hawk Eye Lode Hercules Lode Hercules Mill Site Ida The Maid Lode Jennie Parker Lode Justice Lode Little Dora Lode Little Mollie Lode Melville Mill Site Page 5 of7 LIST OF ADJACENT LANDOWNERS Proposed Rose Residence Hector Lode USMS 14327 et al Highway 550, near Silverton San Juan County, Colorado Prepared by Engineer Mountain Inc. As of January 24, 2025 Property Owner Property Sultan Mountain LLC Neglected Lode PO Box 6435 North Star Lode Corpus Christi TX 78466 Oregon Lode Pi Lode President Lode Seal Lode Silverton Park Lode Silverton Park Mill Site Smith Lode Smith Mill Site (Mineral Rights Only) Stadaconda Lode State Street Lode Teller Lode Tuscarora Lode Victoria Lode Victoria Mill Site Water Witch Lode Whitman Mill Site Winthrop Lode Emily Thorn & Dave Kesonie Unit B ofthe Brown Subdivision on Lot 5 of PO Box 622 the Scarborough Subdivision Silverton CO 81433 Town of Silverton Lots 1-24 Block 83 PO Box 250 Lots 1-24, Block 84 Silverton CO 81433 Lots 4-24, Block 85 Lots 1-24, Block 93 Lots 1-24, Block 94 Lots 1-24, Block 95 Lots 1-24, Block 98 Lots 1-24, Block 99 Lots 1-24, Block 100 Lots 1-24, Block 109 Lots 1-24, Block 110 Lots 1-24, Block 111 Page 6 of7 LIST OF ADJACENT LANDOWNERS Proposed Rose Residence Hector Lode USMS 14327 et al Highway 550, near Silverton San Juan County, Colorado Prepared by Engineer) Mountain Inc. As of. January 24, 2025 Property Owner Property Town of Silverton New Fractional Block I PO Box 250 New Tract A of the Ophir Placer Silverton CO 81433 Part of the Blanche Placer Vacated Portion of 5th St Lanny Wagner and Stacy Jordan Unit D of the Brown Subdivision on Lot 5 PO Box 764 of the Scarborough Subdivision Silverton, CO 81433 Monica Watton Lot 4, Anvil Mountain Subdivision PO Box 64 Silverton CO 81433 Detour Management LLC Lots 1-24, Block 92 PO Box 522 Silverton CO 81433 Katharine Zabinski Lots 6-22, Block 89 (Undivided 1/5 Interest) PO Box 253 Lots 7-18, Block 90 (Undivided 1/5 Interest) Silverton CO 81433 Page 7 of 7 7 8 1 I +9 28 3 3 00 C M GRAPHIC 8 I 6 e E 3 - 00 - 5 6 TH U THIS OM TERIO PR PROJEOT SITS € a 3 - 3 # 3 SH EB OF * SOLMDARVSLRYEY OFRARTOFIPA HECTOR. LODE. SUR. NO. 14327A, JECTOR. I MICESITESUR NO. 14327 3, COOX. MICESITE. SUR. NO. 17848 3 and the SMITH. MICESITE SUR. MO. 17849 B San_Juan County, Colorado. E a MPKAir 9 mR % % A SILVERTON S ha A N - A 3 & S 3 de 5 A REAE , f 9 6 7 a a KADAE * 8 % - & & & & - 5 / , la 0E * Gasse a 4 A A / W P / % 6 $ $ s V3IV VS I 6 SFDETAE KADAA Baraser Aa, A I y 3 N 4 A a a I a a EAAEINO sgr 4 G - / 12 L fade - / y Ad MOTE I Mas VsCu A ag ackn l A - E - a m larak 8 E Amci h ao # a ah - MeN : MTE E la & 6 M A AS 677 PA: 8. A a DETAIL MAIKEERNGS LANDS A DAPOST de A os oe BEE Eime 1 877 N 1y4 GTRATEOESAAY 5 E Sow a UAIETE & E. & in SCHAAF ASSOCIATES, INC. (X Ikale TA E 1 - SGIAUAIRET. G4I6 AIL B : ME MINERAL SURVEYS RON BALDWIN 9 ERE INI MASN - - orFaeNE 1 E papas ERAP SANJ cO DUNTY Mocon 2 11/15/2005 9:43:30A AM, 1:100 FE ms TPOse-DAS C. Doc8 035 (4-675) fine Lonvefed 190 65 Doteu ofLocoto au ok h Hode Normbec A 1900 Mineral Survty No 17849 Aande. E Milkuite Novembert 6- 1905 LoT NO Dunonga Land District. / PLAT OF THE CLAIM or / TE MECES CAMIAATEPANE / CAMPANY KNOWN THE / AS - SM47 A4 LODE AND SMI TH ML-SITE Te / IN ANIMAS JAIMAG OB7RIT, (SAM CORM COINZ) 9a60 ARDO C Couainingm.snag A6 oba Acres. 684 Soaleg! B00 hertetheinck 9 3 Dariation 19050 Eadt P BEMETARA % STRIED Decemben A 1900 h 9 GN - A.E Slpug. Minen! annyon he Original Ka Matesofthcbr Hinang daimof / 1 he eun Gonsol da Zad , ng Gompany hhe - Lade and * Omith mith Millsite, f 6 - - om ichtas been made under 3 - plathas my diration - / - de ave ban az ua appmind, a fle t ficey CU and ha a thal ther) iuvt/ 480h tion Vn daim d ll Tinay ponttad inka plenky save 4y u dic m an that SIL ah nl nnato u n a tua as n fa athe u du hencpl AM at Midundndi da ans iran labor has - o A 2543 berts improements, mada upon a anung #BTD - daine by daiman ir nt u - cons sist acow à poa the an of ther depur thal tha lonitian d suid impromments is amthy sonea OAMONL - apon this plas and dhati no portiong ofanid ar im eitpiee GAn CORL, * e Li pmvements has bcau inchdedinthe astina a 03 83 Pe sa 3 3884 tun upan la zim. E Paek A nd thi ds adplatg! aid, 4 SCAsps ceduin A 7m MN A. M C2R - daim de with saidarigunal la dnotasgtthe pan hone onvd - CRLE Singer biala lics - enie GabA ASingur Gonmw - danuany a 1906) Gobbrado @ Geologic and Avalanche Hazard Map Overlay Exhibit ofpart of the Hector Lode Survey No. 14327 A, Hector Millsite Survey No. 14327 B, Cook Millsite Surveyl No. 17846 B and the Smith Millsite Survey No. 17849 B, Situated in Sections 18 & 19, Township 41 North, Range 7 West of the N.M. P.M. Site San Juan County, Colorado Graph hlc Scale 50 1 VICINIT MAP SCAEm-ZOTaNt LEGEND 83 1 XXXXI ive Mep, I He 888 he 2 SA, E mn roi tg-ee A E2222 - NS! AAP s9. let Ew to areos 7ES: t - C 978 20 USA, W B gtiis MES ME REN ary N E 9 R 8 : he Hezord NGTAAR Aap. aled 6/2/16 E, 1 tbersco selanens, anr depieted by eclie os oeanEne ooth (esove) 8 ac erding rule 7 3s ise MErS MEEL nCEipiet Mareun S SCalerod: de $78, Gint a , I - % PROPERIY DESCRPTON. San No. / von Counly Parcel 48290190010006 e Survey 14327 Wilsile Sunvey No. 14327B, Cock Miuite 784 Pn won E a y MOTES AN This A een prepare pursvant dien! Cadlogk ond Avdlene Hazard Wop overl rloy onto subjact prop # bEMBA nsan E ine, aR November 2005, Surey Deposit A9 Caioge ASTAN doled 6/2/16 E Wsny Mop. prine Son von Mountains, Cdlorodo, USA. Inslilule clic A N - he WbKEt propertya lacaled witha the Cohuk slopes at defied Did colnis a / Ps et Nele Apine Pata Not Cs LAREU a E Csero ted or V 5 e arch, CMnsy E eda, cated a 3 E - zord cha reon dre sond Aen MA C da UEIVE MR: PUA Naty E dsles Is MAEE 5. Retlere E G Anee ond A Ame a m Mops for Flanning. Son Joun 8 Ep: Ema the occurocy relerenced documenls ar reporla. sau ossumes o lioblily for porible Implkolk Tia document does nol represent Oedoge Hozards Evoluation perlomed bysCu. his mop Isbosade publicly aoidle record lhniormallen, no feld survey mec SGM. Jnits oflineor meosu nts are dipleyed US Survay Feel. 10. sa nel pses for mose to PnesiN E his mm Ven EPA SeE AE 11. B hes a u, e rto E ente - E L 660N, cO DILY = CDPRI DRPFT 1 1 64 8 e % 4 I 98 3 1 8 € Cem - ho - - 3 A U X5S NAF SILVERTON 9 os - PROJECT SIE serp 5 S e a a 3 - ugh THE LACATION 0 EA BROJECD a E Guie KONS S BUSGS 9D QUAB MAP a E a * e endei 18 BASED, ON E VIGINEY MAP a a 3 4 I ON TH SURVEY PLAT PREPARED SHEET SCHAAPAND ASSOCIATES 1 x2270 200 - N M OF 5 % 9 7 - 8 d8 & - e & : E & 9 3 3 $ 8 a e E 8 1 - : as 8 8 8 a € d ag a - - - 8 6 € a 0 + 3 B a * e - * GRAPHIC SCALE 3 1 L SH HEET 1 INCH 600 FEET 2 OF 5 154 $ 1 a e 1 1 I 28 6 Ae - $ o E 3 - 6 BBS 5 % 8 5 - - 6 8 - e ag 3 10 - : a & SA X 3 3 C - V $ 3 - 00p o S a 8 Sl0koo 3 1200 - df E a 3 RADHIC SCALE e 8 a I 120p- 8 a 3 E I SHEET INCH 600 FEET 3 OF 5 984 3 0& 3 2 NN 8 @ B M #, GRAPHIC SCALE Ew 9 a 8 150 N F E M e 5 1 INCH 150 FEET 3 3 - 33 E E B 9 00 8 Lj 2 - a I3 1 S 3 S a a a E THIS PLAN WAS e 3Y M ARCHITECT a I 3 8 MIKE PARMELEE OF GA SHI E OF 5 - 8 D0 3 6 # GRAPHIC SCALE 9 0o a 8 N 60 120 W - 3 a 3g INCH 60 FEET : 8 8 : SB de o 3 M a 0 E 4 2 & R 0 e 8 1 - - od y E e * R 3 0 8 0 0193A13NI7 E 1 E a a 9 a B - 3 a a a E - e 3 I 3 # 5 SKETCH PLAN WAS BETS BY ARCHITECT MIKE PARMELEE OF GA 5 OF 5 PROJECT NARRATIVE Proposed Rose Residence, Hector Lode Engineer Mountain, Inc. Applicant/Owner: Damon Rose of Georgia. Project Site: Hector Lode USMS No. 14327, Hector Mill Site USMS No. 14327B, Smith Mill Site USMS No. 17849B, Cook Mill Site USMS No. 17848B, Parcel No. 48290190010006, Highway 550, near Silverton, San Juan County, Colorado, Township 41 North, Range 7 West, Section 19. Project Location: The site is right above Silverton on Highway 550. Highway 550 is at the top of the site. Below the site is the intersection of Highway 550 and the County Road to the Little Dora. Additional Owner: The mineral rights of the Smith Mill Site are owned by Sultan Mountain LLC. Proposed Development: One single family residential structure, driveway extension, and associated utility improvements. Zoning: Mountain Zoning District, Town-County Mutual Overlay District, Scenic Preservation Overlay District. Acreage: Approximately 17.94 acres. Water Service: The Applicant plans to use an existing on-site well. The Well Permit is included in this application for your review. Water service lines and a buried cistern (for domestic use/fire protection) are proposed. Water quality testing is not yet available. A residential water treatment system is proposed. Sewer Service: A septic system is proposed for the residence. The septic system has been "engineered" by a Colorado Licensed Professional Engineer, in accordance with the San Juan County Public Health Department regulations. The septic system information is included in this application for your review. Power: There is an existing electric transformer and meter on the project site. The Applicant plans to install a buried electric service line under the proposed driveway extension to the proposed residence. A generator is not proposed, except for during construction or during a power Outage/emergency. Any generators need to be baffled or enclosed within a structure as required by County regulations. Phone: Cell phone service is available at the site. Page 1 of 4 PROJECT NARRATIVE Proposed Rose Residence, Hector Lode Engincer Mountain, Inc. Access: The property is currently accessed via an existing frontage road driveway off ofHighway 550. The existing driveway starts close to the "Big Bend" of Highway 550 above Silverton. The approved CDOT Access Permit is included in this application for your review. The site has an existing dead end loop driveway visible from Highway 550. There is a proposed driveway extension, starting at the existing dead end driveway loop (for access in order to move the proposed building envelope into the trees). Propane: The Applicant plans to utilize propane for cooking. The propane will be kept in a permanent aboveground or buried tank. Heating: Heat for the residence is planned as in floor heating utilizing electric, with propane backup heat. The Applicant is also proposing two wood-burning devices (fireplace and/or woodstove, for an emergency heat source). Exterior Lighting: Exterior lighting is proposed, and all lighting is required to be in conformance with the "dark sky" requirements of San Juan County. Solid Waste Management: The Applicant will be responsible for bi-weekly trash disposal. According to County regulations, property owners are responsible for solid waste transportation and solid waste disposal fees. On-site trash will need to be contained within a structure at all times until removal to the Transfer Station. Foundation: Conceptually the foundation is currently expected to include spread footings, a partial basement (with a walk-out basement level door on the downhill side of the structure), and an interior garage slab. Trautner Geotech will be providing geotech drilling, and a report with site/foundation recommendations, in approximately February. Retaining Wall: There: is a proposed retaining wall located along the proposed driveway extension. The purpose of the proposed retaining wall is for proposed grading, to accommodate parking, a vehicle/propane truck/fire truck turnaround area, and a snow plowing/storage area. The proposed retaining wall will be designed by a Colorado Structural Professional Engineer, using the forthcoming recommendations from Trautner Geotech. Subsurface Conditions: Trautner Geotech will be drilling in approximately February. The subsurface conditions are described in the septic system design documents in this application. Page 2 of 4 PROJECT NARRATIVE Proposed Rose Residence, Hector Lode Engineer Mountain, Inc. Landscaping: Landscaping is to consist of raking and removal of combustible ground cover near the residence, as recommended by the Colorado State Forest Service Firewise Practices, to develop adequate defensible space. Revegetation and screening will be provided by the Applicant in accordance with the requirements of San Juan County. The Applicant plans to reseed and plant trees on a portion of the existing loop driveway. Surveying: A survey plat for the Hector Lode (and adjacent claims) was prepared by E. Schaaf and Associates. A signed and stamped copy of the E. Schaaf and Associates survey plat is included within this application for your review. Additional survey work has recently been provided by licensed surveyor Tim Barnett of SGM. Topographic contours within the building envelope were obtained to use for the layout and design of the proposed improvements. The recent SGM hazard map is included in this application for your review. Wetlands: There are no known wetlands observed on the project site in the areas ofthe proposed grading for the driveway extension/residence. Building Envelope: The proposed building envelope was selected by the Applicant to be located in the most heavily-treed part of the project site, which is generally surrounded by evergreens, aspens, and bushes to maximize natural screening. The proposed building envelope slopes down towards the Town of Silverton, Mineral Creek, and the intersection of Highway 550 and the County Road to the Little Dora. In relation to the Town "grid," 3 the proposed building envelope roughly lines up with Bluff and Keystone Street. The proposed building envelope avoids a Bluff Street overhead electric line clearcut. The proposed building envelope was moved into the trees by the Applicant, instead of being located at the more visible existing dead end driveway loop. County Avalanche Map: The Vicinity Map for this project has been overlaid onto the County Avalanche Hazard Map. The plan sheet is included within this booklet for your review. According to the County Avalanche Hazard Map, the majority of the project site, and all of the proposed building envelope, appear to lie outside of potential avalanche hazard areas. Mining Hazards: The Inventory (list of mine remediation mining claims) 1n the County's Environmental Ordinance was checked, and none ofthe four parcels associated with the project site were found on that list. Page 3 of 4 PROJECT NARRATIVE Proposed Rose Residence, Hector Lode Engineer Mountain, Inc. County Geohazards Map: The project Vicinity Map has been overlaid onto the County Geohazards Map, and the plan sheet is included within this application for your review. According to the County Geohazards Map, the project site appears to be in an area designated as CST, which is believed to represent "colluvial slope/talus. 23 Elevation at Structure: The elevation at the project site benchmark is approximately 9,428 feet. That is below 11,000 feet elevation, where the County has a limit on residence square footage. Residence Size: The proposed residence size is one story, and it is expected to have a partial basement located underneath part of the main floor level. The structural draftsman has indicated that the first floor area is approximately 4,000 square feet. Additional square footage would be some exterior decks, and the partial basement. The conceptual building plans are included in this application for your review. Residence Style: The style of the proposed residence could be considered "mountain modern, > with wooden board siding, stone accents, and some non- reflective black steel/metal accents. Building Plans: Draft building plans for the proposed residence have been prepared for the Applicant by structural draftsman Paul Lane of Montrose (based on initial plans prepared by Taylor Workshop LLC Sketch Haus). The Applicant has retained a local Colorado Licensed Structural Professional Engineer (Brian Briggs PE of Montrose) who will utilize the forthcoming recommendations from Trautner Geotech, to prepare the Structural PE-stamped building plans. The latest draft oft the conceptual building plans are included in this application for your review. Building Materials: Conceptually the proposed residential building materials consist of the following: wooden board siding (probably tan brown), non- reflective dark metal roofing material (probably black standing seam), natural stacked stone used as accents (probably tan and brown variegated rectangular rock), and some black steel/metal accents/structural components. Residence Height: The proposed residence will consist of one main level/story. Conceptually there is a proposed partial basement underneath. The draft conceptual building plans are included in this application for your review. The residential first floor height estimated on the conceptual building plans is 23 feet 4 inches, measured from the proposed ground surface, to the highest part of the roof (excluding the chimney). A basement level, due to the slope, located under part of the one-story residence, would be approximately I1 feet tall. Page 4 of 4 San Juan County Public Health 1315 Snowden St Silverton, CO 81433 picireacine KAt4sL pdeb On-Site Wastewater Treatment System (OWTS) Permit Application Owner: DAMON ROSE Phone: 404) 32-214 Project Address (street, town/city, zip): Hacto LDE A 61 Tan Assessor's Parcel #* 4 - 206 Subdivision: N/A Lot: NA Lot Size: 7 (acres) # of Dwellings: 1 # of Bedrooms: R4 Water Supply: EISTING wat List Commercial Uses (e.g., office, factory, event venue): N/A Owner's Mailing Address: -N ATAN / - Owner's Email Address: Mane a na a *For detailed parcel information please visit your county assessor's website or see your property tax. statement* On-site Wastewater Treatment Svstem (OWTS) Permit Types Choose the most applicable permit type from the list below and check the box in upper-left corner New Construction ($1123.00) Alteration - ($1068.00) For new OWTS and compiete system replacement For changes/additions to existing permitted OWTS Contact Registered Soil Technician and/or Professional Contact Registered Soil Technician and/or Professional Engineer (PE) or system designer for analysis and Engineer (PE) or system designer for analysis and design development. A PE may be required dependent design development. A PE may be required dependent on: site ands soil conditions. on site and: soil conditions. A design must be submitted to La Plata County (LPC). A design must be submitted to La Plata County (LPC). San. Juan County (SJC) must have payment for LPC to San Juan County (SIC) must have payment for LPC1 to to review designs for permit issuance. review designs for permit issuance. Change Of Use ($518.00) Minor Repair ($408.00) roi expanded use (e.g., bedroom count) of an existing permit For replacement of OWTS components with no change to without system modifications, OR new service connections permitted use (e.gu garages, shops) added o an existing permit Submit application with payment, transfer of title For expanded use, provide a certification report from inspection report (if available) and a simple site plan aF Professionai Engineer (PE) or system designer. showing location of repairs. For new service connections, provide a proposed site List repairs/scope of work below (e.g. tank plan and describe scope of work below. replacement, aerators, pipe repairs, etc.) Change of Use does NOT allow for connection of new A permit is NOT required for repair of components uses (e.g., second dwellings, ADUS) unless the system that do not provide treatment (e.g., fencing, tank lids, was originally designed for it - use. Alteration instead inspection portsh Please describe in detail work to be compieted:, PRoPoss 5 E S 28C Pab - acknowledge: (1) The information provided in this application is true and accurate toi the best of my knowiedge; (2) Submittal of this application does nol constitute or guarantee approval cf the requested permit or document; (3) Issuance of the requested permit or document does not assure that: (a) Final approval oft the proposed system wili be obtained upon inspelion, or that (b) The permitted OWTS system will operate as intended; and that (4) fam responsible for the proper installation, repairs and maintenança of the GWTS: system in accordance wwith the rulas and regulations set forth in the SICPH regulations, as well as any specific conditions of approval that mayhgimpasid ou issiance of the requested permit on dacument. 1/28/25 Owner's Signature: Date: Submit completed application to eh@lpcgov.org or at our office location. This is NOT a permit; this application does not authorize construction or repairs. All OWTS construction/repalr work must be performed by an installer licensed by La Plata County. dudley ashwood, p.e. ivi e e September 26, 2024 NEW ON-SITE WASTEWATER TREATMENT SYSTEM PROPERTY OF: DAMON ROSE HECTOR LODE #14327A SILVERTON, CO A new 4 bedroom home is planned on this 18.1 acre total property, to be served with a new on-site wastewater treatment system (OWTS). The new home site is planned in the north-central portion of the property. The new OWTS will consist of a Septic Tank and a Soil Treatment Area (STA). The STA is planned to the north of the home site, in a widely spaced aspen forest, in moderate sloping terrain grading to the northeast where the terrain grade is in the 16 +/- % range. Site soils within the planned STA are a silt loam. Soil and site conditions warrant the use of Bed construction with Infiltrator Chambers, using gravity flow for the STA. This OWTS is designed in compliance with the requirements of the La Plata County Public Health (LPCPH) OWTS 2024 Regulations (1) STA location: 37°46.584' N 107°38.4 438' W elevation 11,600 feet USDA/NRCS soils are reported as Needleton stony loam mean annual precipitation: 30 to 45 inches . parent material: colluvium landform: mountain slope slope: northeast 16 +/- % Soils observed in deep test pits in the vicinity of the planned STA recorded: DP1,2 O"-4" forest litter 4"-15" brown silt loam topsoil 15"-96"1 light brown silt loam granuarmoderate/So: Type 2J[Table 10-1(2)] few 8"+- rocks @ 60" +, no water, no limiting layer Wastewater Flow: Table 6-1(2); Residential: 4 bedrooms design flow: Qp = 525 gpd Septic Tank: Table 9-1(2): provide 1250 gallon septic tank with effluent screen Proposed STA: Bed with Quick4 InfiltratorM Chambers From visual and tactile inspection: Table 10-1(2): Soil Type is 3A, LTAR = 0.30 gpd/sf STA area required = 525 gpd / 0.60 gpd/sf = 875 sf STA Size AdjustmentApplication: Table 10-2 (2): Bed/Gravity factor = 1.2 STAa area required = 875: sf X 1.2 = 1050 sf STA Size AdjustmentDlstribution Media: Table 10-3 (2): Chamber factor: STA reduction allowed for Chambers = 0.7 STA area required = 1050 x 0.7 = 735 sf use 4 rows of chamber per bed, use bed width = 12' minimum length of bed required = 735 sf / 12' = 61.25' 1961 thunderbird road hesperus co 81326 970 903 9811 dudley.ashwoods ag gm arlcom dudley ashwood, p.e. C ivil en g - nee provide one (1) bed @ 12'x 64' w/ 4 rows of Chambers @ 60 If each total chamber area = 1 bed X 60' X 12' = 720 sf 720 sf / 735 sf = 98% > 90%: ok PROPOSED: Install 1250 gallon septic tank with effluent screen construct Soil Treatment Area: one (1) BED @ 12'x 64' = 768 sf set bottom of bed level, 24" min 48" max deep, align with grade 4 rows of Quick4 InfiltratorTM chamber, with 60 If per row of chamber, with gravity flow set top of chamber elevation below septic tank outlet invert AII OWTS work shall be inspected and certified by the design engineer 38365 (1) La Plata County Public Health (LPCPH) On-Site Wastewater Treatment Systems Regulations 2024 (2) Regulation 43 1961 thunderbird road hesperus co 81326 970. 903 9811 dudley. ashwoode gmail com HWY 550 EX OVERHEAD ELEGTRIG PROPOSED SOIL TREATMENT AREA (STA) SMITHMILL 47844B SITE PROPOSED 4 BEDROOM HOUSE PROPOSED DRIVEWAY COOK MILL SITE 7B4BB SURVEY BM REBAR EL 4427.87 HWY 550 EX DRIVEWAY EX WELL & HECTOR LODE #14327A HECTOR MILL SITE #7846B A - 3 - ALL LOCATIONS MAY VARY WATER SUPPLY - EX ELL EXISTING DATA FROM SURVEY BY SGM 4/3/2024, TOPOGRAPHY FROM USGS LIDAR 2017, GOOGLE EARTH IMAGERY. ALL LOCATIONS ARE APPROXMATE ONLY NORTH LOCATION PLAN dudley ashwood, p.e. PROPERTY OF DAMON ROSE civil enginee HECTOR LODE #14327A SILVERTON, CO 1961 thunderbirdr road hesparus co 31326 SEPTEMBER. 26, 2024 o 100 200 970 903 981 dudley ashwocd@gmail. comm SGALE !" = 200' CONSTRUCT NEW SOIL TREATMENT AREA (STA): PROVIDE 168 SQ FT OF BED AREA. -EXCAVATE ONE (1) 12' X 64' BED, SET BOTTOM OF BED LEVEL, ALIGNED WITH GRADE, 24" MIN 48" MAX INTO EX GRADE. IN BED, INSTALL 4 ROWS OF QUICK 4 PLUS INFILTRATOR UNITS (60 LF PER ROW, 15 UNITS PER ROW, 60 UNITS TOTAL PER BED), WITH END GAPS. BACKFILL BED WITH GLEAN NATIVE SOIL. FILL TO FINISHED GRADE AND MOUND WITH TOPSOIL, CLEAN SITE SOILS. MOUND AND GRADE SYSTEM AREA TO DRAIN, AND ESTABLISH FINAL VEGETATIVE COVER (ALPINE MIX). EX OVERHEAD ELEGTRIG W 20' WIDE EASEMENT GRADE TO DRAIN CONSTRUCT: -4" SCH 40 SEWER LINES -2 WAY CLEANOUT AT HOUSE -1250 GALLON SEPTIG TANK PROPOSED 4 BEDROOM HOUSE ALL LOCATIONS MAY VARY WATER SUPPLY - EX ELL EXISTING DATA FROM SURVEY BY SGM 4/3/2024, TOPOGRAPHY FROM US6S LIDAR 2017, 600GLE EARTH IMAGERY. ALL LOCATIONS ARE APPROXIMATE ONLY SITE PLAN dudley ashwood, p.e. PROPERTY OF DAMON ROSE HECTOR LODE #I4327A civil en ginee SILVERTON, CO 1961 thunderbird road hesperus co 81336 NORTH SEPTEMBER 26, 2024 o 20 40 270 903 9811 dudley ashyood@gmps coin SGALE !" = 40' 64' 60' - 15 INFILTRATOR UNITS INSTALL INSPECTION PORT ON END UNITS * IN EACH CORNER 1 € EFFLUENT SEWER * QUICK4 PLUS ALL-IN-ONE STA BED END GAP QUIGK4 PLUS INFILTRATOR CONSTRUCT 4" PVC DISTRIBUTION HEADER', SET LEVEL. CONNECT INTO UPPER PORT OF EACH END GAP. SET SPLASH BLOCK BELOW EACH INLET. USE 12'xI2' CONCRETE PAVER OR EQUAL. CONNECT EFFLUENT SEWER TO CENTER OF DISTRIBUTION HEADERI, CONNECT END GAPS AT TOP WITH 4" PVG (TYP) STA - PLAN dudley ashwood, p.e. PROPERTY OF DAMON ROSE civil enginee HECTOR LODE #4327A SILVERTON, CO 1961 tnundererdroad hesperus cC 81326 SEPTEMBER 26, 2024 9703 03 9811 ducley psh.ocd@gmail. com QUICK 4 PLUS INFILTRATOR INSTALL INSPECTION- QUICK 4 PLUS PORT ON END UNITS ALL-IN-ONE IN EACH CORNER END GAP STA BED 1 CONNECT EFFLUENT SEWER EFFLUENT CONSTRUCT 4" PVG TO CENTER OF SEWER DISTRIBUTION HEADER!. SET DISTRIBUTION HEADER' LEVEL. CONNEGT INTO UPPER PORT OF EACH END GAP. SET SPLASH BLOCK BELOW EACH INLET. USE 12"XI2" CONCRETE PAVER OR EQUAL. PLAN NTS QUICK 4 PLUS ALL-IN-ONE END GAP DISTRIBUTION HEADER' EFFLUENT SEWER LSTA BED LSLAGHE BLOCK SECTION NTS STA - DISTRIBUTION HEADER dudley ashwood, p.e. PROPERTY OF DAMON ROSE C ivil e n gine e HECTOR LODE #14327A SILVERTON, CO 90: thunderbirdroaa hesperus so $1326 970 203 0811 audles ashwod@gmat com SEPTEMBER 26, 2024 -INSPECTION PORT: MOUND OR CRO55 SLOPE FINISH GRADE -CONSTRUCT W/ 4" SDR35 or SCH 40 PVG WITH MIN 2%: SLOPE FOR DRAINAGE -INSTALL 4" GAP AT GRADE -INSTALL ON END UNITS IN EACH CORNER ESTABLISH OF BED VEGETATIVE TORSOIL OR NATIVE LOAM COVER INFILTRATOR SYSTEMS ING. QUICK 4 PLUS CHAMBER DO NOT USE GLAT wy w y y wy xy wy wwww TOPSOIL BACKFILL WITH: 6" MIN NATIVE SOIL 12" INFILTRATOR NATIVE UNCOMPACTED MATERIAL. DO NOT COMPACT BED BOTTOM- * AFTER EXCAVATION. TYPICAL INFILTRATOR SECTION NTS BERM/SWALE TO1 DIVERT RUNOFF AROUND STA: TOPSOIL OR NATIVE LOAM COVER MOUND OR GRADE TO DRAIN AMAY FROM ESTABLISH SOIL TREATMENT AREA VEGETATIVE COVER TOTALI 12" MIN 48" MAX TO COVER BOTTOM OF BED PEX GRADE ON UPHILL SIDE OF BED SET BOTTOM OF BED: 24" MIN BACKFILL WITH INTO EX GRADE NATIVE SOIL ON LOW. SIDE OF BED 12" 48" MIN TO LEDGE BED SECTION NTS SOIL TREATMENT AREA (STA) = DETAILS dudley ashwood, p.e. PROPERTY OF DAMON ROSE civil e n gine e HECTOR LODE #14327A SILVERTON, CO 1ea1 thunaerbndrond hesparus do 51326 SEPTEMBER 26, 2024 70 003 0E11 /ANAAAceN GENERAL NOTES I. ALL CONSTRUCTION AND COMPONENTS SHALL CONFORM TO THE CURRENT LA PLATA COUNTY PUBLIC HEALTH (LPCPH) REGULATIONS, ALL LOGAL AND NATIONAL REGULATIONS, MANUFACTURERS GUIDELINES, AND REQUIREMENTS AS MAY BE STIPULATED HEREIN. 2. DESIGN APPROVAL BY THE LPGPH 5 REQUIRED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. CONTACT THE DESIGN ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION IF YOU HAVE ANY QUESTIONS GALL ME AT 470.903.9811. 4. LPCPH AND THE DESIGN ENGINEER SHALL INSPECT SYSTEM CONSTRUCTION. NOTIFY LPGPH AND THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION FOR SCHEDULING PURPOSES. REQUIRED INSPECTIONS MAY INCLUDE: - COMPLETED INSTALLATION PRIOR TO BACKFILL - FINAL GRADING AND LANDSCAPING 5. CALL BEFORE YOU DIG CALL BII OR - -800-422-1487 - OR - WWW.COBIl.org. 6, VERIFY THE LOGATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. VERIFY THE LOCATION AND ELEVATION OF ALL OWTS COMPONENTS PRIOR TO CONSTRUCTION. CONTACT THE DESIGN ENGINEER (410-903-4810, IF A CONFLICT WTH THE INTENT OF THS PLAN 15 DISCOVERED. 8, MAINTAIN ALL REQUIRED SETBACKS FROM ALL OWTS COMPONENTS. q. PROHIBIT VEHICULAR AND LARGE ANIMAL TRAFFIG OVER ABSORPTION AREAS. IO. DO NOT DISCHARGE WATER TREATMENT DISCHARGES NOR CONNECT BUILDING DRAINS TO THIS ON-SITE WASTEWATER TREATMENT SYSTEM. CONSTRUCTION NOTES I. SEWER LINES SHALL BE 4" SCH 40 PVG FOR 5' MIN FROM TANKS AND BUILDINGS, AND MAY BE 4" SCH 40 PVG OR 4" SDR 35 ELSEWHERE. 2. MINIMUM SEWER PIPE SLOPE SHALL BE 2.0% (1/4" PER FOOT). 3. INSTALL CLEANOUT TO GRADE ON SEWER LINE AT BUILDINGIS) AND CHANGES IN DIRECTION PER UPG, AND AT MIN 100' INTERVALS. 4. NEW SEPTIG TANKS SHALL BE OF THE SIZE NOTED ON PLANS, WITH RISER AND COVER TO GRADE ABOVE TANK INLET AND OUTLET, AND SHALL BE PROVIDED WITH EFFLUENT SGREEN. TANKS SHALL BE APPROVED FOR USE IN COLORADO. 5. CONSTRUCT NEW SOIL TREATMENT AREA (STA) SEE NOTES ON SITE PLAN. 6. GRADE AREA ABOVE SOIL TREATMENT AREA TO DIVERT RUNOFF AROUND SYSTEM AREA, SETBAGKS: (AS OF 1IQ/2014). SEPTIG TANK SOIL TREATMENT AREA (STA) SPRINGS, HELLS, SUCTION LINES, GISTERN 50' I0O' POTABLE WATER SUPPLY LINES IO' 25' STRUCTURE W/ BASEMENT OR FOOTING DRAIN 5' 20' STRUCTURE WVOUT BASEMENT OR FOOTING DRAIN 5' IO' PROPERTY LINE IO' IO' SUBSURFACE DRAIN, NERMITTENT RRIGATION LATERAL IO' 25' LAKE, WATERCOURSE, IRRIGATION DITCH, STREAM 50' 50' DRY GULCH IO' 25' SEPTIG TANK 5' DRY GULGH, GUT BANK, FILL GREST O' 25' NOTES dudley ashwood, p.e, PROPERTY OF DAMON ROSE civil e n gine e - e HECTOR LODE #14327A SILVERTON, CO 1051 mnungertirar roadi iesperus Cu 31306 SEPTEMBER 26, 2024 90. 903 9211 Anepamsagymsicwn DNR COLORADO WELL PERMIT NUMBER 265452- CO Division of Water Resources RECEIPT NUMBER 0543302 Department of Natural Resources ORIGINAL PERMIT APPLICANT(S) APPROVED WELL LOCATION RONALD H BALDWIN Water Division: 7 Water District: 30 Designated Basin: N/A Management District: N/A County: SAN JUAN Parcel Name: HECTOR LODE 14327A Physical Address: N/A NW 1/4 NE 1/4 Section 19 Township 41.0 N Range 7.0 W New Mexico P.M. UTM COORDINATES (Meters, Zone:13, NAD83) Easting: 264267.3 Northing: 4187241.3 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 this permit does not ensure 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 37-92-60203)0b)0) for the construction of a well to divert ground water tributary to Mineral Creek, a tributary of the Animas River, at a point where unappropriated water is available for withdrawal. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than 3 single family dwelling(s), the irrigation of not more than 1 acre of home gardens and lawns, and the watering of domestic animals. This well is to be located on Hector Lode 14327A, San Juan County. 5) The pumping rate of this well shall not exceed 15 GPM. 6) This well shall be constructed not more than 200 feet from the location specified on this permit. Date Issued: 9/9/2005 Expiration Date: 9/9/2007 Issued By PERMIT HISTORY 10-24-2017 CHANGE IN OWNER NAME/MAILING ADDRESS. CHANGED TO RYAN RATTNER Printed 10-24-2017 For questions about this permit call 303.866.3581 or go to www.water.state.co.ls Page 1 of 1 BOARD OFCOUNTYO COMMISSIONERS San Juan County P.O. Box 466 Sliverton, Colorado 81433 970-387-5671 RELATIONSHIF OF PROPERTY TO COUNTY ROAD AND STATE HIGHWAY SYSTEMS PECTOR LODE USMSNO. 14327 I, the undersigned, applicant engaged in the processing ot Application for Improvement Permit Noa San Juan County, Colorado, do hereby acknowledge the following facts: 1. The real property hich is the subject of said application is on this data located spprostimately A From County Road No. N/ALr the nearest designated and publicly maintained county suad 2.Said County Poad Hci NIA is on this date maintained on ar N/A basis by San Juan County. 3. The real properts hich is the subject of said application is on this dace located approrimately PPO from Colorado State Highsay ITo. 550 the neavesb desigmated state o3 Eederal highway. 4 Sain Calnrado State Hichas Nox 550 - is on this date maintained o1 a year-round jasis by either San Juan County or the Colorado Divieion of Highways. 5. Drivewaz Permit will be necessary for any private access 01 egress relating to said real property which intersects any designated Colorado State Highwas D3 Federal Highway. Signed andi dated this 28 day 91 AHARY 2025 ATTEST: Applicant Position: Docusign Envelope ID: 5A458AE9-07C9-4037-8657-939E1537DC78 COLORADO Department of Transportation Region 5 Region 5 Traffic Section 3803 North Main Avenue, Suite 100 Durango, Colorado 81301 Permit No. 524055 August 19, 2024 Ryan Ratner 1701 CR 250 Durango, Colorado 81433 Dear Permittee: 1. Please review the attached State Highway Access Permit (Form #101) and all enclosed attachments. 2. If you choose NOT to act on the permit, please return the permit unsigned. 3. If you wish to APPEAL the Terms and Conditions of the permit, please refer to the attached Form 101, Pages 2 and 3 for an explanation of the appeal procedures. 4. If you ACCEPT the Permit and its Terms and Conditions and are authorized to sign as legal owner of the property or as an authorized representative, please sign and date the Access Permit form on the line marked "PERMITTEE" via DocuSign. Your signature confirms your agreement to all the listed Terms and Conditions. 5. Please use the provided PayPal link or provide a check or money order made payable to CDOT for the total amount due of $50.00. 6. You must return the signed Access Permit signature pages, including the permit face page (Form #101) and the final page of the terms and conditions, with your payment to the Colorado Department of Transportation (CDOT) at the address noted below. The Department will return an executed copy of this permit. 7. If you fail to sign and return the attached Access Permit within 60 days of the date of this transmittal letter, Colorado Department of Transportation will consider this permit withdrawn. 8. As described in the attached Terms and Conditions, you must make a written request to obtain a Notice to Proceed. DO NOT begin any work within the State Highway Right-of-Way without a validated Access Permit and Notice to Proceed, Use of this permit without the Colorado Department of Transportation's validation shall be considered a violation of State Law. If you have any questions, please call Randee Reider at (970) 385-3626. Region 5 Traffic Section 3803 North Main Avenue, Suite 100 Durango, Colorado 81301 3803 NorthMain Avenue, Suite 100, Dura ango, Colorado 81301 P (970) 385-3626 pHcAUpPAcCPeN Docusign Envelope ID: 5A458AE9-07C9-4037-8657-939E1537DC78 COLORADO DEPARTMENT OF TRANSPORTATION CDOT Permit No. STATE HIGHWAY ACCESS PERMIT 524055 State Highway No / Mp / Side 550B / 69.455 Right Permit Fee Date of Transmittal Region / Section/F Patroll /Name Local Jurisdiction $50.00 8/19/2024 5/03/13 San. Juan County The Permittee(s): The Applicant(s): Ryan Ratner Brett Schlanger 1701 CR 250 1309 E: 3rd Ave Durango, Colorado 81433 #206 Durango, Colorado 81301 (970) 403-5088 is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the Issuing Authority if at any time the permitled access and ts use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit. Location: Access Located on the East side of US Highway 550B approximately 2,402 Feet North of Milepost 69 Access to Provide Service to: (Land Use Code) (Size) (Units) 210 - Single-Family Detached Housing 1 Each Total Traffic 1 DHV Additional Information: See attached pages 2-3 of Form 101, and all other attachments, enclosures, and exhibits for additional terms and conditions. MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. Signature Print Name Date Title NIA Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall contact the Region 5 Access Manager with the Colorado Department of Transportation, at (970) 385-3626 at least thirty (30) days prior to beginning any work within the CDOT right-of-way or beginning the permitted use(s). The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and its terms and conditions. Dosusignesd by: Permittee Signature Print Name Date Ryan Ratner 8/19/2024 I 12:19 PM PDT Applicant Signature MIGSEOECACO Print Name Date B45p Brett Schlanger 8/19/2024 I 1:38 PM MDT e This permit is not valid until signed by a duly authorized representative of the Department. COLORADQDEPABIMENT OF TRANSPORTATION Signature Print Name Title Date (of issue) LOLL aDer Randee Reider Region 5 Access Manager 8/26/2024 1 12:24 PM MDT EA Copy Distribution: Required: Make copies as necessary for: Previous editions are obsolete and may not be used 1.Region 3.Staff Access Section Local. Authority Inspector Page 1 of 3 CDOT Form #101 5/07 2.Applicant 4.Central Files MTCE Patrol Traffic Engineer Docusign Envelope ID: 5A458AE9-07C9-4037-8657-939E1537DC78 State Highway Access Permit date or before the expiration of any authorized extension. Form 101, Page 2 When the permittee is unable to commence construction within one year after the permit issue date, the permittee The following paragraphs are excerpts of the State Highway may request a one year extension from the issuing Access Code. These are provided for your convenience authority. No more than two one-year extensions may be but do not alleviate compliance with all sections of the granted under any circumstances. If the access is not under Access Code. A copy of the State Highway Access Code is construction within three years from date of issue the permit available from your local issuing authority (local will be considered expired. Any request for an extension government) or the Colorado Department of Transportation must be in writing and submitted to the issuing authority (Department). When this permit was issued, the issuing before the permit expires. The request should state the authority made its decision based in part on information reasons why the extension is necessary, when construction submitted by the applicant, on the access category which is is anticipated, and include a copy of page 1 (face of permit) assigned to the highway, what alternative access to other of the access permit. Extension approvals shall be in public roads and streets is available, and safety and design writing. The local issuing authority shall obtain the standards. Changes in use or design not approved by the concurrence of the Department prior to the approval of an permit or the issuing authority may cause the revocation or extension, and shall notify the Department of all denied suspension of the permit. extensions within ten days. Any person wishing to reestablish an access permit that has expired may begin APPEALS again with the application procedures. An approved Notice 1. Should the permittee or applicant object to the denial of to Proceed, automatically renews the access permit for the a permit application by the Department or object to any of period of the Notice to Proceed. the terms or conditions of a permit placed there by the Department, the applicant and permittee (appellant) have a CONSTRUCTION right to appeal the decision to the Transportation 1. Construction may not begin until a Notice to Proceed is Commission [of Colorado]. To appeal a decision, submit a approved. (Code subsection 2.4] request for administrative hearing to the Transportation Commission of Colorado within 60 days of transmittal of 2. The construction of the access and its appurtenances notice of denial or transmittal of the permit for signature. as required by the terms and conditions of the permit shall Submit the request to the Transportation Commission of be completed at the expense of the permittee except as Colorado, 4201 East Arkansas Avenue, Denver, Colorado provided in subsection 2.14. All materials used in the 80222-3400. The request shall include reasons for the construction of the access within the highway right-of-way appeal and may include changes, revisions, or conditions or on permanent easements, become public property. Any that would be acceptable to the permittee or applicant. materials removed from the highway right-of-way will be disposed of only as directed by the Department. All fencing, 2. Any appeal by the applicant or permittee of action by a guard rail, traffic control devices and other equipment and local issuing authority shall be filed with the local authority materials removed in the course of access construction and be consistent with the appeal procedures of the local shall be given to the Department unless otherwise authority. instructed by the permit or the Department inspector. 3. In submitting the request for administrative hearing, the 3. The permittee shall notify the individual or the office appellant has the option of including within the appeal a specified on the permit or Notice to Proceed at least two request for a review by the Department's internal working days prior to any construction within state highway administrative review committee pursuant to [Code] right-of-way. Construction of the access shall not proceed subsection 2.10. When such committee review is until both the access permit and the Notice to Proceed are requested, processing of the appeal for formal issued. The access shall be completed in an expeditious administrative hearing, 2.9(5) and (6), shall be suspended and safe manner and shall be finished within 45 days from until the appellant notifies the Commission to proceed with initiation of construction within the highway right-of-way. A the administrative hearing, or the appellant submits a construction time extension not to exceed 30 working days request to the Commission or the administrative law judge may be requested from the individual or office specified on to withdraw the appeal. The two administrative processes, the permit. the internal administrative review committee, and the administrative hearing, may not run concurrently. 4. The issuing authority and the Department may inspect the access during construction and upon completion of the 4. Regardless of any communications, meetings, access to ensure that all terms and conditions of the permit administrative reviews or negotiations with the Department are met. inspectors are authorized to enforce the conditions or thei internal administrative review Committee regarding of the permit during construction and to halt any activities revisions or objections to the permit or a denial, if the within state right-of-way that do not comply with the permittee or applicant wishes to appeal the Department's provisions of the permit, that conflict with concurrent decision to the Commission for a hearing, the appeal must highway construction or maintenance work, that endanger be brought to the Commission within 60 days of transmittal highway property, natural or cultural rosourcos protected by of notice of denial or transmittal of the permit. law, OT the health and safety of workers or the public. PERMIT EXPIRATION 5. Prior to using the access, the permittee is required to 1. A permit shall be considered expired if the access is complete the construction according to the terms and not under construction within one year of the permit issue conditions of the permit. Failure by the permittee to abide Docusign Envelope ID: SA458AE9-07C940378657-939E1537DC78 by all permit terms and conditions shall be sufficient cause the issuing authority, the Department, its officers, and for the Department or issuing authority to initiate action to employees from suits, actions, claims of any type or suspend or revoke the permit and close the access. If in the character brought because of injuries or damage sustained determination of the Department or issuing authority the by any person resulting from the permittee's use of the failure to comply with or complete the construction access permit during the construction of the access. requirements of the permit create a highway safety hazard, such shall be sufficient cause for the summary suspension CHANGES IN ACCESS USE AND PERMIT VIOLATIONS of the permit. Ift the permittee wishes to use the access prior 1. Iti is the responsibility of the property owner and to completion, arrangements must be approved by the permittee to ensure that the use of the access to the issuing authority and Department and included in the property is not in violation of the Code, permit terms and permit. The Department or issuing authority may order a conditions or the Act. The terms and conditions of any halt to any unauthorized use of the access pursuant to permit are binding upon all assigns, successors-n-interest, statutory and regulatory powers. Reconstruction or heirs and occupants. If any significant changes are made or improvement of the access may be required when the will be made in the use of the property which will affect permittee has failed to meet required specifications of access operation, traffic volume and or vehicle type, the design or materials. If any construction element fails within permittee or property owner shall contact the local issuing two years due to improper construction or material authority or the Department to determine if a new access specifications, the permittee shall be responsible for all permit and modifications to the access are required. repairs. Failure to make such repairs may result in suspension of the permit and closure of the access. 2. When an access is constructed or used in violation of the Code, section 43-2-147/5)(c), C.R.S., of the Act applies. 6. The permittee shall provide construction traffic control The Department or issuing authority may summarily devices at all times during access construction, in suspend an access permit and immediately order closure of conformance with the M.U.T.C.D. as required by section the access when its continued use presents an immediate 42-4-104, C.R.S., as amended. threat to public health, welfare or safety. Summary suspension shall comply with article 4 of title 24, C.R.S. 7. A utility permit shall be obtained for any utility work within highway right-of-way. Where necessary to remove, MAINTENANCE relocate, or repair a traffic control device or public or private 1. The permittee, his or her heirs, successors-n-interest, utilities for the construction of a permitted access, the assigns, and occupants of the property serviced by the relocation, removal or repair shall be accomplished by the access shall be responsible for meeting the terms and permittee without cost to the Department or issuing conditions of the permit, the repair and maintenance of the authority, and at the direction of the Department or utility access beyond the edge of the roadway including any cattle company. Any damage to the state highway or other public guard and gate, and the removal or clearance of snow or right-of-way beyond that which is allowed in the permit shall ice upon the access even though deposited on the access be repaired immediately. The permittee is responsible for in the course of Department snow removal operations. the repair of any utility damaged in the course of access Within unincorporated areas the Department will keep construction, reconstruction or repair. access culverts clean as part of maintenance of the highway drainage system. However, the permittee is 8. In the event it becomes necessary to remove any right- responsible for the repair and replacement of any access- of-way fence, the posts on either side of the access shall be related culverts within the right-of-way. Within incorporated securely braced with an approved end post before the areas, drainage responsibilities for municipalities are fence is cut to prevent any slacking of the remaining fence. determined by statute and local ordinance. The Department All posts and wire removed are Department property and will maintain the roadway including auxiliary lanes and shall be turned over to a representative of the Department. shoulders, except in those cases where the access installation has failed due to improper access construction 9. The permittee shall ensure that a copy of the permit is andlor failure to follow permit requirements and available for review at the construction site at all times. The specifications in which case the permittee shall be permit may require the contractor to notify the individual or responsible for such repair. Any significant repairs such as office specified on the permit at any specified phases in culvert replacement, resurfacing, or changes in design or construction to allow the field inspector to inspect various specifications, requires authorization from the Department. aspects of construction such as concrete forms, subbase, base course compaction, and materials specifications. Minor changes and additions may be ordered by the Form 101, Page 3 Department or local authority field inspector to meet unanticipated site conditions. 10. Each access shall be constructed in a manner that shall not cause water to enter onto the roadway or shoulder, and shall not interfere with the existing drainage system on the right-of-way or any adopted municipal system and drainage plan.. 11. By accepting the permit, permittee agrees to save, indemnify, and hold harmless to the extent allowed by law, Docusign Envelope D: 5A458AE9-07C9-4037-8657-939E1537DC78 State Highway Access Permit Page = 101a Worker Safety and Health All workers within the State Highway right of way shall comply with their employer's safety and health policies/procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations = including, but not limited to the applicable sections of 29 CFR Part 1910 = Occupational Safety and Health Standards and 29 CFR Part 1926 = Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, high visibility apparel, safety glasses, hearing protection, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment: Head protection that complies with the ANSI Z89.1-1997 standard; At all construction sites or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1926.95, and 1926.96; High visibility apparel as specified in the Traffic Control provisions of this permit (at a minimum, ANSI/ISEA 107-1999, Class 2). Where any of the above-referenced ANSI standards have been revised, the most recent version of the standard shall apply. Environmental Clearance Itis the applicant's responsibility to contact the appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include but are not limited to Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical, or cultural resource clearances. The CDOT Environmental Clearances information Summary presents contact information for agencies administering certain clearances and information about prohibited discharges; copy attached. Docusign Envelope ID: SA4S8AE907C94037-857-939E1537DC78 Permit Number 524055 US Highway 550 B, Milepost 69,455 Right Ryan Ratner Access LEVELI- ACCESS PERMIT TERMS & CONDITIONS FULL MOVEMENT ACCESS A. PERMIT REQUIREMENTS SPECIFICTO THIS ACCESS: 1. Permit Number 524055 is issued by the Colorado Department of Transportation (CDOT) in accordance with the 1998 Access Code and is based upon the information submitted by the Permittee. a. Any changes in the herein permitted type and use and/or volume of traffic using the access, drainage, or other operational aspects shall render this permit void, requiring that a new application be submitted for review based upon currently existing and anticipated future conditions. b. Upon completion of the improvements identified in this permit, Permit 524055 shall replace and void all previous access permits for this location. C. If the requirements of this Permit are not satisfied or this Permit expires, the access rights will revert to the access permit issued prior to this permit. If there is no prior permit then the access rights and uses shall revert to the historic use. d. This permit is not valid unless the land uses enumerated herein have been approved by the local (City/County) jurisdiction. 2. Permit Number 524055 is issued for the continued use of: a. An existing paved Full Movement access to US Highway 550 B for Rvan Ratner at approximate mile marker 69.455 Right 3. There shall not be any parking allowed along US Highway 550 B Right-of-Way at access location. 4. The category for this section of US 550 is R-A. The access shall be in conformance with the State of Colorado State Highway Access Code, Volume Two, Code of Colorado Regulations 601-1, August 31, 1998 as amended. 5. The access shall serve a tract of land described as TRACT L The Hector lode and Hector Millsite, U.S. Mineral Survey Nos. 14327A and 14327B, Animas Mining District. San Juan County Colorado. TRACT II, The Cook Millsite, U.S. Mineral Survey No. 17848B, Animas Mining District San Juan County, Colorado. TRACT II, The Smith Milisite, U.S. Mineral Survev No. 17849B. Animas Mining District, San Juan County, Colorado. The location of the access is shown in EXHIBIT "A" (Location Map). 6. Incorporated as part of this permit are the following: a. State Highway Access Permit pages 1-3 and Page 10la b. Access Permit Terms and Conditions Pages 1 through 3 C. EXHIBIT "A, (Location Map) d. State Highway Access Permit Application (CDOT Form No. 137) received 7/8/2024 Terms & Conditions Page 1 of3 Docusign Envelope ID: SA458AE9.07C94037-8657-939E1537DC78 Permit Number 524055 US Highway 550 B, Milepost 69.455 Right Ryan Ratner Access 7. This Permit describes the access and improvements that will serve the following land uses: a. 1 (one) - Single Family Detached Housing (ITE Code 210) 1( (one) - Total Traffic DHV (Design Hourly Volume) 8. At the access location, US 550 has a posted speed limit of 30 mph with approximate 6:1 foreslopes and an Average Daily Traffic of 2,000 which correlates to a minimum Clear Zone of 14 feet from the edge of traveled way. 9. For the Access Category of R-A, the vehicular volumes using this access shall not exceed the following: a. An average Peak Hour Volume of 10 left-turning entrance movements from the State Highway into the access. b. An average Peak Hour Volume of 25 right-turning entrance movements from the State Highway into the access. 10. A passenger car equivalent of two (2) for each vehicle or combination at or over 20 feet in length but less than 40 feet and a passenger car equivalent of three (3) shall be used for each bus and all trucks and combination at or over 40 feet in length or longer when determining the volumes listed above. 11.Any changes in the type, use and/or volume of traffic using the access in excess ofi the values stated above will require a new permit and will require the installation of warranted access improvements within the earliest construction season. Such improvements include but are not limited to: a. Increasing the access width b. Increasing the access radii C. Improving the access surfacing d. Installing acceleration and deceleration lanes e. A full width overlay ofthe State Highway corresponding to the start and end of the acceleration and deceleration lanes 12. Any future warranted highway improvements shall be designed and constructed by the Permittee or the property owner at no cost to CDOT. 13. Under no circumstances will the access be allowed to continue operation in an unsafe manner. Failure to provide the warranted improvements will result in closure of the access. 14. Itis acknowledged that the existing access constructed under State Highway Access Permit No. 524055 is sufficient for the land uses described herein. and no new construction will be required. 15. "Right-of-Way" means the entire width between the boundary lines of every way publicly maintained when any part thereofi is open Lo the use ufthe public for purposes of vehicular travel or the entire width of every way declared to be a public highway by any law of this Terms & Conditions Page 2 of3 Docusign Envelope ID: 5A458AE9-07C9-4037-8657-939E1537DC78 Permit Number 524055 US Highway 550 B, Milepost 69.455 Right Ryan Ratner Access state. 16. Internal site circulation and parking must be adequate to serve the land uses described here. 17. No backing into the Right-of-Way will be allowed under any circumslances. 18. No parking within the Right-of-Way will be allowed under any circumstances. 19. Both backing into the Right-of-Way and parking within the Right-of-Way are considered to be traffic offenses and can be ticketed by any law enforcement officer of the jurisdiction in which the access is located. 20. Any violation of the above provisions may be grounds for revocation by the Department of this access permit and may result in physical closure of the access. B. REQUIREMENTS PRIOR TO NOTICE-TO-PROCED (NTP) FOR CONSTRUCTION: 1. A written request for a Notice to Proceed must be submitted to this issuing office. Docusigned by: 8/19/2024 I 12:19 PM PDT PERMITTEE: 6165SEERECAGO DATE Ryan Ratner Signod by: B15 - he 8/19/2024 I 1:38 PM MDT APPLICANT: 49 9FB6F DATE Brett Schlanger for SET Engineering Terms & Conditions Page 3 of3 dotloop signature verification: Docusign Envelope ID: SA458AE9.07C94037-8657-939E1537DC78 COLORADO DEPARTMENT OF TRANSPORTATION Issuing authority applicalion STATE HIGHWAY ACCESS PERMIT APPLICATION acceptance date: Instructions: Contact the Colorado Department of Transportation (CDOT) or your local government to determine your issuing authority. Contact thei issuing authority to determine what plans and other documents are required to be submitted with your aoplication. Complete this form (some questions may not apply to) you) and attach all necessary documents and Submit it to the issuing authority. Please print Submita an applicalion for each access affected. or type lf you have any questions contact the issuing authority. Fora additionali information see CDOT's Access Management website at tcsia.batninsagasEN )Property owner (Permittee) 2) Applicant or Agent for permittee (f different from property owner) Ryan Ratner SET Engineering, LLC Strecta address Mailing address 1701 CR 250 1309 E. 3rd Ave Cily, slale & zip Phonel # City. state & zip Phone # (required) Durango, CO 81433 Durango, CO 81301 970-403-5088 E-mailaddress E-maila addressifavalable yanratner@gmal.com retsOsetengmeetingcom 3) Address of property to be served! by permit (required) Parcel # 48290190010006: Highway 550 N, Silverton, CO 81433 4)L Legal description of property: li withinj jurisdictional limits of Municipality, city and/or County, which one? county subdivision block lo: section to.nship range San Juan Cook, Hector, Smith 19 41 North 7 West NMPM 5) What State Highway are your requesting access from? 6) Whats side of the highway? 550 N S E W 7) How manyf feet is thej proposed access from the nearest mile post? How many feet is the proposed access from the nearest cross street? 2,500 feet N S JE W) from: 68.9 4600 feet N E w)f from: 110 8) What is the approximate date you intendt tot begin construction? 9) Check here ifyous are requesting a: new access temporary access (duration anticipated: improvemen! to existing access change in access use removal ol access elocation of an existing access (orovide detail) 10) Provide existing property use Vacant 11) Doy youl have knovledge of any Statel Hignway access permits serving this property. or adjacent properties in which you have a properly interest? no yes, ify yes what are thej permit number(s) and provide copies: and/or, permit date: Former property owner received access for 1-SF residence. See attached letter, no permit number available. 12) Does thej property owner own or havo any intcrosts in any adjacent property? noy yes, if yes please describe: 13) Are there olher existing or dedicatedi public: streets, roads, highways or access easements bordering or within the properly? no yes, ify yes list them on) your plans and indicate the proposed and existing access points. Hwy 5501 wraps a ound ter nortside ol property but not accessible due to terrain: 14)! Ify you arer requesting agricullural field access how many acres will the access serve? 15)1 If you are requesting commercial or industrial access please indicate the types and number ofb businesses and provide the floor area square footage of each. businessiland use square footage business square tootage 16) Ify you are requesting residential developement access, whal ist thei type (single family, apartment, townhouse) and number of units? type number of units type number of units Single Family Residence 1 L17) Provide the following vehicle count estimates for vehicles that will use the access. Leaving the property then returning ist two counts. dicale if your counts are Wolp passenger cars andi light trucks at peak hour volumes F of multi unt trucks: al paak hour volumes peak hour volumes or Javerage daily volumes. 2 of single unit vehicies in excess of 301 tts * of farm vehicles (tield equipment) Total count of all vehicles 2 Previous editions are obsolele and may not be used Page 1 of2 2 CDOT Form #137 12/18 dotloop signature verification: Docusign Envelope ID: 5A458AE9-07C9-4037-9657-939E1537DC78 18) Check with the issuing authority to delermine which of the following documents are required to complete the review of your application. a) Property mapindicating olher access, bordering toads and streets. e) Subdivision, zoning. or development; plan. b) Highway anddriveway plan profile. f) Proposed access design. c) Drainage plans showing impact tot the highway right-of-way: 9) Parcel and ownership maps including easements. d) Mapa and letters detailing utility locations before and after h) Traflic studies. developmenl! lina and along the right-of-way. i) Proofofd ownership. 1- It is the applicant's responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical or cultural resource clearances. The CDOT Environmental Clearances Information Summary presents contact information for agencies administering certain clearances, information about prohibited discharges, and may be obtained from Regional CDOT Utility/Special Use Permit offices or accessed via the CDOT Planning/Construction-Environmental-Guidance webpage: htips:lwww.codotgovprogramslenvironmental esourceslquldancestandardsenyironmentaldlarancesnte-summan-august2017Mlew 2- All workers within the State Highway right of way shall comply with their employer's safety and health policies/ procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations including, but not limited to the applicable sections of 29 CFR Part 1910 - Occupational Safety and Health Standards and 29 CFR Part 1926 - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, high visibility apparel, safety glasses, hearing protection, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment: High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit (at a minimum, ANSI/ISEA 107-1999, class 2); head protection that complies with the ANSI Z89.1-1997 standard; and at all construction sites or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1926.95, and 1926.96. If required, such footwear shall meet the requirements of ANSI Z41-1999. Where any of the above-relerenced ANSI standards have been revised, the most recent version of the standard shall pply. 3- The Permittee is responsible for complying with the Revised Guidelines that have been adopted by the Access Board under the American Disabilities Act (ADA). These guidelines define traversable slope requirements and prescribe the use of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: https/www.codotgovbusinesslchinghtslada/resources-engineers If an access permit is issued to you, it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. Iu understand receipt of an access permit does not constitute permission to start access construction work. ApplicanyprAgenter Permittee signature Print name Date Brett Schlanger 06/27/24 If the applicant is not the owner of the property, we require this application also to be signed by the property owner or their legally authorized representative (or other acceptable written evidence). This signature shall constitute agreement with this application by all owners-ol-interest unless stated in writing. If a permit is issued, the property owner, in most cases, will be listed as the permittee. Property owner signature Print name Date - doticony 36/27/24 yeritied 46PSA Ryan Ratner 06/27/2024 ACSUHI 4FKS-CISF-B35R Previous editions are obsolele and may not be used Page 2 of 2 CDOT Form #137 12/18 SCENIC QUALITY REPORT Proposed Rose Residence Hector Lode USMS No. 14327 et al Highway 550, near Silverton San Juan County, Colorado cn o. & / & / & - a de a A 2 0 & A - 3 - : e a & 1 - 5 - / A A d 7 s & Applicant: Damon Rose 4501 Harris Trail NW Atlanta, GA 30327-3813 (404) 831-3114 Prepared By: Engineer Mountain, Inc. Attn: Lisa Adair PE 962 Reese Street PO Box 526 Silverton, Colorado 81433 (970) 387-0500 Job No. 2024-101 Submitted: January 28, 2025 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. 1. INTRODUCTION AND SITE LOCATION San Juan County regulations state the following: AII residential development shall be required to submil a Scenic Quality Report at the time of sketch plan submittal. Thisis a Scenic Quality Report for the Proposed Rose Residence, located on the Hector Lode USMS No. 14327, prepared by Engineer Mountain, Inc. The Hector Lode is located near Silverton on Highway 550. The closest neighbor/development is/was the Sasquatch Campers manufacturing facility. At the top of the project site is Highway 550. At the bottom of the site is the intersection of Highway 550 and the County Road to the Little Dora. Therei is an existing frontage road driveway to the Hector Lode off of Highway 550. The proposed Hector Lode building envelope is on the heavily-treed hillside above Silverton, roughly in line with the "Town grid" at Bluff and Keystone Streets. On the next two pages are the following photos for your reference: (1) a reduced copy oft the project Vicinity Map, showing the location of the project site; (2) an aerial map of the property from the County Assessor website. 1 MIOIVAON wwVanan 03 o u - 0; biu 0oco- 48 (0/6) OGV0700 'AINAOD NVAr NVS - - ano n EVI9 0 NOIL S S 1OS OS9 AVMHDIH MV 13 3007 8O1D3H st/a /101-42 bumatg OVA Amu a 15 NG 5 AD ON 1 a a NIVINIOT AINONS 30N30IS38 3S08 03SOdo8d nd a STA DHENEN oS. ) dVw ALINIDW Ciot W A avo - - a B E 9 CERVER a e SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. An aerial map of the project site from the County Assessor website. 3 SCENIC QUALITY REPORT Hector Lode Prepared By Engincer Mountain, Inc. 2. PROJECT SITE AND PROPOSED RESIDENCE LOCATION The County regulations require that this Scenic Quality Report include the following information: Designations ofs scenic views ofnatural and historic features both from and toward the site and descriptions ofhow these vistas shall be preserved. Graphic depictions ofthe proposed structure 's impact on these views shall be submitted to allow staff the Plaming Commission, and the Board ofCounty Commissioners to assess the impacis of the project and the effectiveness ofproposed mitigation measures. The proposed building envelope selected by the Applicant was chosen because it is believed to be the least visible area on the site, due to existing terrain, as well as existing evergreen/aspen trees, estimated as approximately 20 to 40 feet tall. The proposed building envelope avoids the existing overhead electric line clearcut, to limit a clear line of sight ofthe proposed residence to/from Town The proposed building corners have been staked and marked with surveyor flagging, although the proposed building footprint has recently been moved uphill. Photos of the proposed building envelope are included on the following four pages. 4 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo of the proposed building envelope, looking towards the northeast. The Town of Silverton is down below the site in the foreground of this picture. Photo of the proposed building envelope, looking towards the northeast. The Town of Silverton is down below the site in the foreground of this picture. 5 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo of the proposed building envelope looking towards the north. Photo of the proposed building envelope looking towards the south and towards Highway 550. 6 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo of the proposed building envelope, at approximately the front of the proposed structure, looking northeast towards Silverton. Photo of the proposed building envelope looking southwest towards Highway 550. 7 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo oft the proposed building envelope looking towards the west. * Photo of the proposed building envelope looking towards the east. 8 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. 3. VISIBILITY OF THE PROPOSED RESIDENCE FROM HIGHWAY 550 Highway 550 provides access to the project site. There is an existing dead end loop driveway on the project site, which is visible from Highway 550. The Applicant is proposing to construct a proposed driveway extension from the visible loop driveway dead end, into the trees. The proposed building envelope is at the end of the proposed driveway extension in the trees. The proposed building envelope is downhill of Highway 550, and it is anticipated that the existing terrain and the existing trees will block all or most of the view of the proposed residence for a passerby in a vehicle on Highway 550. The following pages have photos from the Highway 550 shoulder, without any proposed imported tree screening. The view is depicted along the edge of the road, looking straight down the Highway embankment towards the proposed building envelope. We are also providing two additional photos, showing views of the existing frontage road driveway, and a view of the Town taken from the existing dead end driveway loop. These photos were taken during the winter, which has a lack ofleaves on the existing aspen trees that are intermingled with the existing evergreens. On the following three pages are photos of the project site, taken from the edge of Highway 550 (and the existing loop driveway dead end). a SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo from the edge of Highway 550, looking straight down the slope towards the proposed building envelope. The Town can be seen farin the distance, below the project site, in the center of the photo. 10 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo of Silverton from the existing dead end loop driveway, which is visible from the Highway. Placing the proposed structure in this location would have been highly visible from the Highway and the Town. The Applicant is proposing a driveway extension, in order to move the proposed building envelope down and to the left, into the most heavily-treed area, which is believed to be the least visible location for a proposed structure on the site. 11 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo of the existing frontage road driveway, taken from the edge of Highway 550. Thereis a person in yellow on the existing frontage road driveway, in the middle of the photo, which provides scale. In the picture is the Highway heading south, from Silverton towards Durango. To the left is the project site and the proposed building envelope. 12 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. 4. VISIBILITY OF THE PROPOSED RESIDENCE FROM TOWN The project site and the proposed building envelope is above the Town of Silverton. At the bottom of the project site is the intersection of Highway 550 and the County Road to the Little Dora. The proposed building envelope has relatively dense evergreen and aspen trees, which is expected to mostly or entirely block the view oft the proposed structure, as viewed from Town. However, ifthe proposed residence or associated lighting ends up being partially visible from Town, the Applicant will be required to provide screening. Ifthe proposed residence ends up being partially visible from Town, we would expect that could be in winter at nighttime, when aspen leaves are gone, and when lighting could potentially show through the trees as viewed from Town. The Applicant is proposing a driveway extension, from the existing dead end loop driveway, in order to move the proposed building envelope into the trees, to avoid visibility from Town. Building the proposed residence at the existing dead end loop driveway would have made the residence highly visible from Town, as well as from the Highway. The proposed building envelope avoids a clearcut for an existing overhead electric line. The existing electric line runs from the proposed building envelope area downhill, across the Highway, across 5th Street, and all the way through Town, within platted Bluff Street. The clearcut "slot" through the trees was avoided when determining the limits of the proposed building envelope, SO that there would not be a direct line of sight between the Town and the proposed residence. On the following two pages we have included pictures from/of the project site, taken from/towards Town. 13 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo ofthe existing overhead electric line "clearcut" that the proposed building envelope avoids. The slot cut through the trees in the middle of the picture is for an overhead electric line that starts near the proposed building envelope corner, runs downhill, crosses the Highway, crosses 5th Street, and then is located all the way through Town within platted Bluff Street. The clearcut in the picture was avoided for the proposed building envelope, because it would have provided a direct line of sight between the proposed residence and the Town. 14 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo looking towards the southwest, towards the project site. This photo was taken from existing 5th Street (which was constructed to provide access to the Anvil Mountain Subdivision). The overhead electric line in the picture starts at the proposed Hector Lode building envelope corner, and then crosses over the Highway, crosses over 5th Street, and is located through Town within platted Bluff Street. The proposed Hector Lode building envelope is near the middle of this picture, to the right ofthe existing overhead electric line. The project site and the proposed building envelope has Highway 550 above it, and Highway 550 below it. The proposed building envelope is in the evergreens near the center of the photo, where the existing tree cover transitions from mostly evergreeens to mostly aspens. 15 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. 5. VIEWS FROM THE PROPOSED RESIDENCE In the County Scenic Quality Report regulations, itis requested that we provide information about the views FROM the proposed residence. Photos are included on the following pages, showing the view FROM the proposed building envelope. The photos were taken in the approximate location of the proposed center of the residence. The proposed residence stakes are visible in the foreground of the pictures (although the proposed structure was recently moved uphill on the plans). Views from the proposed residence are, generally obscured by the existing dense evergreen trees, aspen trees, and terrain/slope. Below the proposed residence is the Town, and above the proposed residence is Highway 550 to Durango. On the following two pages are four color photos showing the views FROM the approximate center of the proposed residence, looking towards the north, south, east, and west. 16 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo from the proposed building envelope, facing towards the north. Photo from the proposed building envelope, facing towards the south. 17 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Photo from the proposed building envelope, facing towards the east. View from the proposed structure, looking towards the west. 18 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. 6. LOCATION OF THE PROPOSED STRUCTURE WAS SELECTED TO MINIMIZE VISIBILITY The County Scenic Quality regulations require the following information: Evidence that the location ofthe structure is designed to minimize the visual impacts and to not detract from the scenic quality of adjacent public lands or existing trails. The proposed building envelope was selected because it is located within dense trees. The proposed building envelope is pushed back into the trees, away from the existing overhead electric line clearcut. The clearcut would have provided a direct line of sight between the proposed residence and the Town of Silverton. The proposed building envelope is pushed back into the trees, away from the existing dead end driveway loop. Building in that location would have been visible from the Highway and from Town. The location and orientation of the proposed residence have been selected to minimize the possibility ofit being viewed from any direction. Conceptual building plans, including a front elevation drawing, and a floor plan, prepared by structural draftsman Paul Lane of Montrose, are included on the following page which is an 11 X 17 plan sheet for your review. 19 a e an Dla 0E e - 1/27/25 1/124 1825 Malor Va 6 7 3 L1-Pre entation 8 Frontfleva A7-1 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. 7. THE DESIGN BLENDS IN WITH THIE NATURAL TOPOGRAPHY The County regulations require that the Scenic Quality Report includes information regarding the following: Evidence that the designs orient improvements in ways that allow them to blend in with and utilize the natural topography. The submittal shall include, but not be limited to, elevations at a scale suitable for a determination that all standards in this section have been met, Three-Dimensional Modeling, etc. The conceptual front elevation drawing of the proposed residence is included on the preceding page. The proposed residence is one story, and is expected to have a basement under part of that main level, in order to utilize the existing ground surface slope, which was estimated (by the septic designer) as approximately as 16 percent. 21 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. 8. TOPSOIL, UTILITIES, LIGHTING, AND DRIVEWAYS The County regulations require that the project should include the following: Plans to remove and save topsoil, prior to any grading or excavation and replacement, for reuse during re-vegetation. Any topsoil found during construction ofthe proposed driveway and residence shall be stockpiled on-site, to be used for landscaping. The County regulations require that the project should include the following: Location and installation ofutilities in ways that will cause the least damage to the natural emvironment. The project includes the following proposed utilities: a proposed underground electric line from the existing electrical transformer, a proposed water line from an existing permitted well to a proposed cistern and the proposed residence, a proposed underground septic system, and a proposed above ground or buried propane tank. The septic system location is downhill oft the proposed residence, selected based on State and San Juan County Public Health Department regulations and setbacks. The proposed utility lines are designed to utilize the proposed driveway extension alignment, in order to limit proposed site disturbance. The County regulations require that the project should include the following: Provisions requiring shielding ofexterior lighting to prevent direct visibility oflight bulbs from off-site, directing of all exterior lighting toward either the ground or the surface ofa building and prohibiting high intensify sodium vapor or similar lighting. The proposed lighting for this project shall bei in compliance with the County's" "dark sky" regulations. The County regulations require that the project should include the following: Design and construction plans for roads and associated structures that bear a logical relationship to existing topography to minimize the needj for cuts andj fills. There is an existing frontage road driveway starting on the downhill side of Highway 550. The existing driveway currently dead ends as a circular loop, which is located in a clearing downhill of the Highway. The. Applicant is proposing a driveway extension to move the proposed building envelope into the trees. 22 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. 9. BUILDING MATERIALS The County regulations require that the building design should include the following: Utilization of colors and textures found naturally in the landscape and prohibition of reflective materials, such as highly reflective glass or metals. Wooden board siding (probably tan brown) Irregular rectangular stone used as accent (probably variegated brown colors) Accents comprised of black steel/metal Non-reflective dark metal roofing material (probably black standing seam). Color photos of the conceptual proposed exterior building materials are included on the following page. 23 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. Wooden board exterior siding building material (photo credit: arinspirdpencil.com) Irregular rectangular stone accent building material (photo credit genstone.com) Matte black steel/metal exterior accents (photo credit pinterest.com) Dark or black standing seam non-reflective metal roofing (photo credit angieslist.com) 24 SCENIC QUALITY REPORT Hector Lode Prepared By Engineer Mountain, Inc. 10. CONCLUSIONS In conclusion, this project appears to be in general conformance with the County Scenic Quality regulations in the following ways: The proposed building envelope was selected based on the dense, tall tree cover, which will reduce the anticipated view of the residence from Town and the Highway. The orientation and design of the proposed structure utilizes with the natural terrain oft the ground surface, as the proposed structure is located in a relatively flat natural depression area. The easiest building site with the best views (located at the existing dead end loop driveway) was not selected by the Applicant, because it would have caused the residence to be visible from the Town of Silverton and the Highway. Though it would provide a direct view overlooking the Town, the existing overhead electric line clearcut down the hill through the trees was avoided when determining the limits ofthe proposed building envelope, because it would have caused the residence to be visible from portions of the Town of Silverton. The proposed driveway extension alignment has been laid out along the natural contour to reduce proposed tree clearing and grading. The colors and textures of the proposed exterior building materials selected for the proposed residence (tan/brown wooden board siding, brown variegated natural stone accents, and black/dark steel/metal roofing/accents) were selected to generally blend in with the colors of the existing evergreen/aspen surroundings. Thank you for your consideration of this application for the Proposed Rose Residence on the Hector Lode. Ifyou would like additional information, please contact Engineer Mountain, Inc. at (970) 946-2217, or contact the Applicant Damon Rose at (404) 831- 3114. 25