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HomeMy WebLinkAbout1.0 Applicationb -U( -JUJU THU UU:15 Aft ' 110[1,._'1 7111 S F ax NU. t: !JO September 8„, ,AR -2400 Lookout Mountain ASSnria s_, --1-1,_G.__ ___ R- APFt.,1., 1900 Shawnee Mission Parkwa u.te_ Shawnee Mi_ssi o i anl,-.6___ 6205 -- -- Proposed Zone 'Dist:ict A.tnench;ient ("roc::: A/R/RD .PUD - 2 - 35 acrea lots for single family units to: w.._ with accessory dwelling units 2 acres - 35 acres LOOKOUT MOUNTAIN ASSOCIATES, LLC . By: Ferrell Holdings, LLC Manages By: Ferrell Capital, Inc., Manager By: Melanie Mann, President -Real Estate Aprlliant.'S attire . AS'l supper:. of ti1is y:Cne distr C amendment anpuCattaa, the ei.it offer :'t'tu$t .iJ !iv ':11 of t.1i� 10110V/in i.rlormation: LUCL Dt3Lrtct rcc p Or. ,:UJJCct property. Crori'.h applicant Stalin};.,thcproposed. zbsredistrict .2:Mend:ner.idthe reaoons juet.i',f'tliti Cite zete district ameridtr.t,rt Lis;7C.Dwnersofeujacentproperty tu c their address sa::lister.!inthe.Cova'.vAsas•sots ov:nora . i pcoN r') $ep)..sstad tiJ p ubtic rig'1 .- -ar ay U. w $450.0Q - payaCl'e l0 rile "Gz,rfiet Coir:ly c r�e"4•".�urer" 5. 'viclrtt,r map shc''r g ;eluthe location of :e property Leg destrintion or copy of the deed to the propi;rty 7 Letter of ^ol1se.:It fzo:ft ova,erf$ of pror .ty if Qtlte- t:.'en applicant otr-u?-cuuti itU U1 ft lUsqaN .lin ?reiLmlnary Plan Final Plat 14U6D/VIS/ON APPLICAT3ON FORM suaDivi8roN NANE2 Lookout Mountain Ranch Lookout Mountain Associates, L.L.C. nalirlEEP./pLANillz,p./uRvEYoR: Sopris Engineering; David Clinger & Associates LOCATIONSin Townshim RaM9e Central Water System sDIAGE DXSFOSAL MWITODI TSUS UBCIc OCtVr;t County Road 114 or Spring Valley Road P,71.SS .: ii -i< ZONII1G: A/ R/ RD EA58Mt'z4TSt rAtlity _d_f_p_icted on sketch plan --46Ticted on sketch plan Ditch ..1.010•1•111. rOktWz;VtrLOFMtNT ARLA: C.1.) Tms1d2ritjal Single FdTily Duplex HCMe (ij g9.15,Insai ;1) IrlostrkaI (4) Pv.Olic/QuAsi-Public 5) Ccin_Avice/Common Xrea 300 Floor Area SPACE: R4.1,1i1,tntic,T. 2,450 off street parking Ccmcie7cilflj n/a Acr s n/a Eq.ft. n/a nTa 1599.-5-72 2204.5 PAnIOAll JOHN A. THULSON EDWARD MULHALL, JR. SCOTT BALCOMB LAWRENCE R. GREEN TIMOTHY A. THULSON LORI J. M. SATTERFIELD EDWARD B. OLSZEWSKI DAVID SANDOVAL BALCOMB & GREEN, P.C. ATTORNEYS AT LAW P. 0. DRAWER 790 818 COLORADO AVENUE GLENWOOD SPRINGS, COLORADO 81602 Telephone: 970.945.6546 Facsimile: 970.945.8902 September 11, 2000 Mark Bean, Director Garfield County Building and Planning Dept. 109 8th St. 3rd Floor „(- Glenwood LGlenwood Springs, Colorado 81601 ,,._t21 - ,RECEIVED SEP 1 1 2000 OF COUNSEL: KENNETH BALCOMB Re: Combined PUD/Sketch Plan Applications for Lookout Mountain Ranch Association, LLC Dear Mark: Please find enclosed for filing this date five (5) copies of the Combined PUD/Sketch Plan Application for Lookout Mountain Ranch Association, LLC. Also please find enclosed a check for $500.00. Pursuant to our conversation, it is my understanding that the $500.00 is sufficient to cover filing costs for both the Sketch Plan and the PUD Applications. Please contact me if you need anything further. TAT:csh Very truly yours, BALCOMB & r imow By EN, P. u son MEMORANDUM TO: Garfield City Planning Department FROM: Melanie Mann DATE: September 8, 2000 RE: Lookout Mountain Ranch We respectfully submit our Subdivision Application Form and Application for a Zone District Amendment in connection with the above -referenced property. Please be advised that the undersigned is the authorized signatory for the owner, Lookout Mountain Associates, LLC. LOOKOUT MOUNTAIN ASSOCIATES, LLC By: Ferrell Holdings, LLC., Manager By: Ferrell Capital, Inc., Manager Ai,,,,,,ex By: Melanie Mann, President - Real Estate Form AO/ORT Our Order No. GW232302 Property Address: LTG Policy No. LTHH232302 Schedule A Amount $4,904,377.84 1. Policy Date: October 22, 1999 at 5:00 P.M. 2. Name of Insured: LOOKOUT MOUNTAIN ASSOCIATES, LLC, A KANSAS LIMITED LIABILITY COMPANY 3. The estate or interest in the land described or referred to in this Schedule and which is covered by this policy is: A Fee Simple 4. Title to the estate or interest covered by this policy at the date hereof is vested in: LOOKOUT MOUNTAIN ASSOCIATES, LLC, A KANSAS LIMITED LIABILITY COMPANY 5. The land referred to in this policy is described as follows: SEE ATTACHED PAGE(S) FOR LEGAL DESCRIPTION This Policy valid only if Schedule B is attached. Land Title Guarantee Company Representing Old Republic National Title Insurance Company LEGAL DESCRIPTION PARCEL A: LTG Policy No. LTHH232302 Our Order No. GW232302 RANCHES 1,2,3,4,10,11,12,13,14,15,16,17,18,19,23,27,28,29,30,31,32 AND 33 ACCORDING TO THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN WESTERN RANCHES, RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060. RANCHES 1,2,3,4,5,6,7,8,9,10,11,12 AND 13 ACCORDING TO THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH, RED RIDGE RANCHES RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060. RANCHES 1,2,3,4,5,6,7,8 AND 9 ACCORDING TO THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN RANCHES RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060 AND AS AMENDED BY THE SECOND AMENDED PLAT OF RANCHES 1 TO 27 AND 29 TO 33 OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN RANCHES, AND RANCH 14, LOOKOUT MOUNTAIN RANCHES, RED RIDGE RANCH, RECORDED SEPTEMBER 19, 1997 AS RECEPTION NO. 513878. PARCEL B: RANCHES 5,6,7,8,9,20,21,22,24,25 AND 26 ACCORDING TO THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN WESTERN RANCHES, RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060. PARCEL C:; TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN SECTION 23: N1/2NE1/4SE1/4 COUNTY OF GARFIELD STATE OF COLORADO Form AO/ORT Our Order No. GW232302 Schedule B LTG Policy No. LTHH232302 This policy does not insure against loss or damage by reason of the following: 1. Rights or claims of parties in possession not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor, or material theretofore or hereafter furnished, imposed by law and not shown by the public records. 5. TAXES FOR 1999 AND SUBSEQUENT YEARS ONLY, NOT YET DUE AND PAYABLE. 6. DEED OF TRUST DATED OCTOBER 18, 1999, FROM LOOKOUT MOUNTAIN ASSOCIATES, LLC, A KANSAS LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE USE OF BANK OF BLUE VALLEY TO SECURE THE SUM OF $3,500,000.00 RECORDED NOVEMBER 29, 1999, IN BOOK 1162 AT PAGE 208 UNDER RECEPTION NO. 555908. 7. THE EFFECT OF INCLUSIONS IN ANY GENERAL OR SPECIFIC WATER CONSERVANCY, FIRE PROTECTION, SOIL CONSERVATION OR OTHER DISTRICT OR INCLUSION IN ANY WATER SERVICE OR STREET IMPROVEMENT AREA. 8. WATER RIGHTS OR CLAIMS TO WATER RIGHTS. 9. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 11, 1895, IN BOOK 73 AT PAGE 228 AND RECORDED MAY 17, 1951 IN BOOK 258 AT PAGE 430 10. RIGHT OF WAY FOR SESOR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED NOVEMBER 19, 1926, IN BOOK 112 AT PAGE 444 AND RECORDED MARCH 4, 1929 IN BOOK 112 AT PAGE 471, RECORDED FEBRUARY 7, 1935 IN BOOK 172 AT PAGE 555 RECORDED MAY 17, 1951 IN BOOK 258 AT PAGE 430 AND RECORDED APRIL 10, 1920 IN BOOK 112 AT PAGE 347 11. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 17, 1951, IN BOOK 258 AT PAGE 383, AT PAGE 384, AT PAGE 385, AT PAGE 386 AT PAGE Form AO/ORT Our Order No. GW232302 Schedule B LTG Policy No. LTHH232302 387, RECORDED JULY 31, 1924 IN BOOK 112 AT PAGE 421 AND RECORDED SEPTEMBER 28, 1970 IN BOOK 413 AT PAGE 386 12. ALL COAL AND OTHER MINERALS AS RESERVED, TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE AND REMOVE THE SAME PURSUANT TO THE PROVISIONS AND LIMITATIONS OF THE ACT OF DECEMBER 29, 1916 (39 STAT 862.0) IN THE UNITED STATES PATENTS RECORDED MARCH 4, 1929 IN BOOK 112 AT PAGE 471, RECORDED FEBRUARY 7, 1935 IN BOOK 172 AT PAGE 555, RECORDED MAY 17, 1951 IN BOOK 258 AT PAGE 383 AND AT PAGE 386, RECORDED AUGUST 5, 1938 IN BOOK 194 AT PAGE 554 AND RECORDED APRIL 14, 1939 IN BOOK 194 AT PAGE 574. 13. ALL OIL, GAS, SODIUM AND POTASH, AND THE RIGHT TO PROSPECT FOR, MINE AND REMOVE SUCH DEPOSITS FROM THE SAME UPON COMPLIANCE WITH THE CONDITIONS AND SUBJECT TO THE PROVISIONS AND LIMITATIONS OF THE ACT OF JULY 17, 1914, 38 STAT. 509 AS SUPPLEMENTED; 30 U.S.C. 121-124 AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 28, 1970 IN BOOK 413 AT PAGE 386 AND RE-RECORDED APRIL 10, 1972 IN BOOK 429 AT PAGE 266. 14. kogiFtiKENTS AND RIGHTS OF WAY AS GRANTED TO MOUNTAIN STATES TELEPHONE AND TELEGRAPH IN INSTRUMENTS RECORDED JUNE 25, 1936 IN BOOK 183 AT PAGE 422, RECORDED JUNE 25, 1936 IN BOOK 183 AT PAGE 426 AND RECORDED JULY 20, 1978 IN BOOK 486 AT PAGE 846 AND RE-RECORDED AUGUST 16, 1978 IN BOOK 487 AT PAGE 741. 15. EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN MAPS AND STATEMENTS FOR THE BALDWIN DITCHiRECORDED DECEMBER 19, 1884 IN BOOK 7 AT PAGE 260 AND FOR THE LUNGREN SPRING AND PIPELINE RECORDED DECEMBER 10, 1931 AS RECEPTION NO. 111615. 16. EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SHOWN ON THE PLAT OF LOOKOUT MOUNTAIN RANCHES RECORDED JUNE 22, 1981 AS RECEPTION NO. 316094, THE PLAT OF RED RIDGE RANCHES RECORDED JUNE 15, 1981 AS RECORDED 315771, ON THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH CONSISTING OF: RED RIDGE RANCHES, LOOKOUT MOUNTAIN RANCHES AND LOOKOUT MOUNTAIN WESTERN RANCHES RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060 AND AS AMENDED BY SECOND AMENDED PLAT OF RANCHES 1 TO 27 AND 29 TO 33 OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN RANCHES, AND RANCH 14, LOOKOUT MOUNTAIN RANCHES, RED RIDGE RANCH RECORDED SEPTEMBER 19, 1997 AS RECEPTION NO. 513878. 17. EASEMENTS AND RIGHTS OF WAY AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. IN INSTRUMENT RECORDED JUNE 5, 1997 IN BOOK 1021 AT PAGE 158. Form AO/ORT Our Order No. GW232302 Schedule B LI u Policy No. LTHH232302 18. IttNTS NND RIGHTS OF WAY AS GRANTED IN INSTRUMENT RECORDED MAY 6, 1997 IN BOOK 1017 AT PAGE 774. 19. EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN EASEMENT RECORDED AUGUST 20, 1998 IN BOOK 1084 AT PAGE 509. 20. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED APRIL 05, 1999 IN BOOK 1123 AT PAGE 83. NOTE: EXCEPTIONS NO. 6 THROUGH NO. 19 AFFECT ONLY PARCELS A AND B. 21. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 28, 1970, IN BOOK 413 AT PAGE 386. 22. ALL THE OIL, GAS, SODIUM AND POTASH IN THE LAND SO PATENTED, AND TO IT, OR PERSONS AUTHORIZED BY IT, THE RIGHT TO PROSPECT FOR, MINE AND REMOVE SUCH DEPOSITS FROM THE SAME UPON COMPLIANCE WITH THE CONDITIONS AND SUBJECT TO THE PROVISIONS AND LIMITATIONS OF THE ACT OF JULY 17, 1914, 38 STAT. 509, AS SUPPLMENTED; 30 U.S.C. 121-124, AS RESERVED IN PATENT RECORDED SEPTEMBER 28, 1970 IN BOOK 413 AT PAGE 386. 23. TERMS, CONDITIONS, PROVISIONS OBLIGATIONS, EASEMENTS AND RIGHTS OF WAY OF AGREEMENT BY AND BETWEEN J. GOLDEN BAIR AND THE LOOKOUT MOUNTAIN RANCH VENTURE DATED APRIL 7, 1972. NOTE: EXCEPTIONS NO. 20 THROUGH NO. 22 AFFECT ONLY PARCEL C. Form AL/ORT Our Order No. GW232302 Property Address: 1. Policy Date: 2. Name of Insured: Schedule A November 29, 1999 at 5:00 P.M. BANK OF BLUE VALLEY, ITS SUCCESSORS AND/OR ASSIGNS L 1(i Yoncy 1' O. L 1 HJ2313UZ Amount $3,500,000.00 3. The estate or interest in the land described or referred to in this Schedule and which is covered by this policy is: A Fee Simple 4. Title to the estate or interest covered by this policy at the date hereof is vested in: LOOKOUT MOUNTAIN ASSOCIATES, LLC, A KANSAS LIMITED LIABILITY COMPANY 5. The mortgage, herein referred to as the insured mortgage, and the assignments thereof, if any are described as follows: DEED OF TRUST DATED OCTOBER 18, 1999, FROM LOOKOUT MOUNTAIN ASSOCIATES, LLC, A KANSAS LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE USE OF BANK OF BLUE VALLEY TO SECURE THE SUM OF $3,500,000.00 RECORDED NOVEMBER 29, 1999, IN BOOK 1162 AT PAGE 208 UNDER RECEPTION NO. 555908. 6. The land referred to in this policy is described as follows: SEE ATTACHED PAGE(S) FOR LEGAL DESCRIPTION This Policy Valid only if Schedule B is attached. Land Title Guarantee Company Representing Old Republic National Title Insurance Company PARCEL A: L l lw Policy No. Li HJLiZSUL EXHIBIT "A" LEGAL DESCRIPTION Our Order No. GW232302 RANCHES 1,2,3,4,10,11,12,13,14,15,16,17,18,19,23,27,28,29,30,31,32 AND 33 ACCORDING TO THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN WESTERN RANCHES, RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060. RANCHES 1,2,3,4,5,6,7,8,9,10,11,12 AND 13 ACCORDING TO THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH, RED RIDGE RANCHES RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060. RANCHES 1,2,3,4,5,6,7,8 AND 9 ACCORDING TO THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN RANCHES RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060 AND AS AMENDED BY THE SECOND AMENDED PLAT OF RANCHES 1 TO 27 AND 29 TO 33 OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN RANCHES, AND RANCH 14, LOOKOUT MOUNTAIN RANCHES, RED RIDGE RANCH, RECORDED SEPTEMBER 19, 1997 AS RECEPTION NO. 513878. PARCEL B: RANCHES 5,6,7,8,9,20,21,22,24,25 AND 26 ACCORDING TO THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN WESTERN RANCHES, RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060. PARCEL C: TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN SECTION 23: N1/2NE1/4SE1/4 COUNTY OF GARFIELD STATE OF COLORADO Form AL/ORT Our Order No. GW232302 Schedule B - I Llli volley No. LIHJZSLSUZ This policy does not insure against loss or damage by reason of the following: 1. Rights or claims of parties in possession not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor, or material theretofore or hereafter furnished, imposed by law and not shown by the public records. 5. TAXES FOR 1999 AND SUBSEQUENT YEARS ONLY, NOT YET DUE AND PAYABLE. 6. THE EFFECT OF INCLUSIONS IN ANY GENERAL OR SPECIFIC WATER CONSERVANCY, FIRE PROTECTION, SOIL CONSERVATION OR OTHER DISTRICT OR INCLUSION IN ANY WATER SERVICE OR STREET IMPROVEMENT AREA. 7. WATER RIGHTS OR CLAIMS TO WATER RIGHTS. 8. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 11, 1895, IN BOOK 73 AT PAGE 228 AND RECORDED MAY 17, 1951 IN BOOK 258 AT PAGE 430 9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED NOVEMBER 19, 1926, IN BOOK 112 AT PAGE 444 AND RECORDED MARCH 4, 1929 IN BOOK 112 AT PAGE 471, RECORDED FEBRUARY 7, 1935 IN BOOK 172 AT PAGE 555 RECORDED MAY 17, 1951 IN BOOK 258 AT PAGE 430 AND RECORDED APRIL 10, 1920 IN BOOK 112 AT PAGE 347 10. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 17, 1951, IN BOOK 258 AT PAGE 383, AT PAGE 384, AT PAGE 385, AT PAGE 386 AT PAGE 387, RECORDED JULY 31, 1924 IN BOOK 112 AT PAGE 421 AND RECORDED SEPTEMBER 28, 1970 IN BOOK 413 AT PAGE 386 11. ALL COAL AND OTHER MINERALS AS RESERVED, TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE AND REMOVE THE SAME PURSUANT TO THE PROVISIONS AND LIMITATIONS OF THE ACT OF DECEMBER 29, 1916 (39 STAT 862.0) IN THE UNITED Form AL/ORT Our Order No. GW232302 Schedule B - I LIU Yolicy No. LIHJLSLSUI STATES PATENTS RECORDED MARCH 4, 1929 IN BOOK 112 AT PAGE 471, RECORDED FEBRUARY 7, 1935 IN BOOK 172 AT PAGE 555, RECORDED MAY 17, 1951 IN BOOK 258 AT PAGE 383 AND AT PAGE 386, RECORDED AUGUST 5, 1938 IN BOOK 194 AT PAGE 554 AND RECORDED APRIL 14, 1939 IN BOOK 194 AT PAGE 574. 12. ALL OIL, GAS, SODIUM AND POTASH, AND THE RIGHT TO PROSPECT FOR, MINE AND REMOVE SUCH DEPOSITS FROM THE SAME UPON COMPLIANCE WITH THE CONDITIONS AND SUBJECT TO THE PROVISIONS AND LIMITATIONS OF THE ACT OF JULY 17, 1914, 38 STAT. 509 AS SUPPLEMENTED; 30 U.S.C. 121-124 AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 28, 1970 IN BOOK 413 AT PAGE 386 AND RE-RECORDED APRIL 10, 1972 IN BOOK 429 AT PAGE 266. 13. EASEMENTS AND RIGHTS OF WAY AS GRANTED TO MOUNTAIN STATES TELEPHONE AND TELEGRAPH IN INSTRUMENTS RECORDED JUNE 25, 1936 IN BOOK 183 AT PAGE 422, RECORDED JUNE 25, 1936 IN BOOK 183 AT PAGE 426 AND RECORDED JULY 20, 1978 IN BOOK 486 AT PAGE 846 AND RE-RECORDED AUGUST 16, 1978 IN BOOK 487 AT PAGE 741. 14. EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN MAPS AND STATEMENTS FOR THE BALDWIN DITCH RECORDED DECEMBER 19, 1884 IN BOOK 7 AT PAGE 260 AND FOR THE LUNGREN SPRING AND PIPELINE RECORDED DECEMBER 10, 1931 AS RECEPTION NO. 111615. 15. EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SHOWN ON THE PLAT OF LOOKOUT MOUNTAIN RANCHES RECORDED JUNE 22, 1981 AS RECEPTION NO. 316094, THE PLAT OF RED RIDGE RANCHES RECORDED JUNE 15, 1981 AS RECORDED 315771, ON THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH CONSISTING OF: RED RIDGE RANCHES, LOOKOUT MOUNTAIN RANCHES AND LOOKOUT MOUNTAIN WESTERN RANCHES RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060 AND AS AMENDED BY SECOND AMENDED PLAT OF RANCHES 1 TO 27 AND 29 TO 33 OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN RANCHES, AND RANCH 14, LOOKOUT MOUNTAIN RANCHES, RED RIDGE RANCH RECORDED SEPTEMBER 19, 1997 AS RECEPTION NO. 513878. 16. EASEMENTS AND RIGHTS OF WAY AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. IN INSTRUMENT RECORDED JUNE 5, 1997 IN BOOK 1021 AT PAGE 158. 17. EASEMENTS AND RIGHTS OF WAY AS GRANTED IN INSTRUMENT RECORDED MAY 6, 1997 IN BOOK 1017 AT PAGE 774. 18. EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN EASEMENT RECORDED AUGUST 20, 1998 IN BOOK 1084 AT PAGE 509. Form AL/ORT Our Order No. GW232302 Schedule B - I LTG Policy No. LTHJ232302 19. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED APRIL 05, 1999 IN BOOK 1123 AT PAGE 83. NOTE: EXCEPTIONS NO. 6 THROUGH NO. 19 AFFECT ONLY PARCELS A AND B. 20. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 28, 1970, IN BOOK 413 AT PAGE 386. 21. ALL THE OIL, GAS, SODIUM AND POTASH IN THE LAND SO PATENTED, AND TO IT, OR PERSONS AUTHORIZED BY IT, THE RIGHT TO PROSPECT FOR, MINE AND REMOVE SUCH DEPOSITS FROM THE SAME UPON COMPLIANCE WITH THE CONDITIONS AND SUBJECT TO THE PROVISIONS AND LIMITATIONS OF THE ACT OF JULY 17, 1914, 38 STAT. 509, AS SUPPLMENTED; 30 U.S.C. 121-124, AS RESERVED IN PATENT RECORDED SEPTEMBER 28, 1970 IN BOOK 413 AT PAGE 386. 22. TERMS, CONDITIONS, PROVISIONS OBLIGATIONS, EASEMENTS AND RIGHTS OF WAY OF AGREEMENT BY AND BETWEEN J. GOLDEN BAIR AND THE LOOKOUT MOUNTAIN RANCH VENTURE DATED APRIL 7, 1972. NOTE: EXCEPTIONS NO. 20 THROUGH NO. 22 AFFECT ONLY PARCEL C. Form AL/ORT Our Order No. GW232302 Schedule B - II LTu Policy No. LTHJ232302 In addition to the matters set forth in Part I of this Schedule, the title to the estate or interest in the land described or referred to in Schedule A is subject to the following matters, if any be shown, but the Company insures that the lien or charge of the insured mortgage upon said estate or interest is prior to such matters. NONE FROM : Ferrell Development PHONE NO. : 913 789 4880 ,„, moi 1- KU 1,1 tlM:,4Urum Or �, tccniv rU IL JI Land Title Guarantee Company Daces 04-2-2000 To: JALCOlva t & GREEN Atte: SCOTT 818 COLORADO AVE_ GLENWOOD SP NGS, CO 81601 Sep. 11 2000 11:08AM P2 • RE: GW231284-2 FROM : Ferrell Development PHONE NO. : 913 789 4880 MNk ^ 1 :1—V010 00 1 1(/'," I MUM ! OHL,�UPtD N lal\LL11 Land Title Guarantee Company CUSTOMER DISTRIBUTION Sep. 11 2000 11 09A P3 Aare 04-12-2000 Our Order Number: G'W231284-2 Property Address: WAYNE RUDD 0132 PARK AVE_ BASALT, CQ, 81621 Puss WAYNERUDD nem 970.927.9119 Copies: 1 Sant Via US Postal Sorvicc BALCOME 8: GREEN 818 COLORADO AVE_ GLENWOOD SPRINGS. CO 51601 Atm: SCOTT Phone. 970-945454.6 Pax: 970-945-3902 Copies: 1 Sema Via US Postzl Service FROM : Ferrell Development PHONE NO. : 913 789 4888 Sep. 11 2000 11:09AM P4 APR -13-00 r,Rou BALCOMs b. l NeEN lU=a eL7u'►SG7towz rmun 4/1W Land Title Guarantee Company YOUR CONTACTS Date: 04-12-2000 Property Address; Buyer/Borrower: ut a . a : . 1 a!_ Seller/Owner: WAYNE RUDD Our Order Number: GW231284-2 1. :. .. ft .e LIABILITY COly A •) Note: Once an original coaamitmeat has been issued, any subsequent modiiieniions will be emphasized by underlining or comments. #YfYsit********** * *****O.*o+4PT»******t******** a4.4..Tq *al.* If you have n,iy inquiries or require further assistance, please contact one of the numbers below: For Closing Assistance: For liitie A ance: Glenwood Springs "0W" Unit 817 COLORADO AVE. #102 GLENWOOD SPRINGS, CO 81601 Phonc_970-945-2616 Fax 370-94$-4784 ESTIMATE OF TITLE FEES Alta Owners Policy 10-17-92 $2, $35.00 TOTAL $2,635.00 THA141( YOU FOR YOUR ORDER! FROM : Ferrell Development PHONE NO. : 913 789 4880 Sep. 11 2000 11:09AM P5 APR-13-WU Wd,W.! 1'kUM:UALUUMH 6 C;REEN PC 1lJ:j70y4S6902 PAGE S/10 Property Address: OId Repubiie ;rational Title lnsuranto Comp=ly ALTA COMMITMENT Our Order No_ CW231284-2 Schedule A Ottet. Ref.: 1. Effective Date. Mauch 24, 2000 at 5;00 F.M. 2- Policy to be Issued, and Proposed Insured: "ALTA" Owncr's Policy 1047-92 Proposed Insured: •.aa• j • .r : t► : • : 1 . $1.350.000.QQ N&&S LIMITED LIABILITY CQMPANY 3. The estate or interest in the land described or referred to In tblc Commitment and covered herein is: A Fee Simple 4. Tule to the estate or interest CaVered herein is at the effective date hereof vested In: WAYNE RUDD 5. The land referred to in this Commitavent is descr,"bed as follows: SEE ATTACRED PAGE(S) FOR C.LGAI. DESCRIPTION FROM : Ferrell Development PHONE NO. : 913 789 4880 LEGAL DESCRIPTION PARCEL A: Sep. 11 2000 11:10AM P6 Our Order No. OW231284-2 RANCEBS 10, 18, 19, 20. 2I. AND 24 ACCORDING TO THE AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN RANCHES RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060 AND AS AMENDED BY THE SECOND AMENDED PLAT OP RANCHES 1 TO 27 AND 29 TO 33 OF COOKOUT MOUNTAIN RANCH, LOOKOUT MOUNTAIN RANCHES, AND RANC1-1 14. LOOKOUT MOUNTAIN RANCHES. RPD MGR RANGY, RECORDED SEPTEMBER 19, 1997 AS RECEPTION NO. 513878. COUNTY OF GARFIELD STATE OF COLORADO FROM : Ferrell Development 1-11, 1J 1)0 VV X4 1 t ttWl'1114M4 ..VVin PHONE NO. : 913 789 4880 Sep. 11 2000 11:10AM P7 C. laMLCA rt. i L ` o / VO467MW:4 l 'Wt: Y/141 r1 ALTA COMMITMENT Schedule B•1 (Requirements) The following; arc the requirements to be complied with: Oen- Order No. GW231284-2 Payment to or for he account of ttae gzaaton or mortgagor of the full consideration for the estate or interest to be rosined. Pronerr iLstrument(s) creating he eazaae or into crest to be utswed must be executed and duly filed for record. to -wit: 1. WARRANTY DEED FROM WAYNE RUDD TO LOOKOUT MOUN 'A.IN ASSOCIATES. J C A ICA,V,S.4S LIM1UD LIABILITY COMPANY CONVEYING SUBJECT T PROPE.TY. FROM : Ferrell Development PHONE N0. : 913 789 4880• ALTA COMMITMENT Schedule B-2 (Exceptions) Sep. 11 2000 11:11AM P8 4 ,.44a1— O/ l vi Our Order No_ GW23I284 2 The polity or policies to be issued wil! cootaira exceptions to the following unless the same are disposed of to the satisfaction of the Company: I . Rights of claims of parties in possession mot shown by the public records. 2 Easements, or claims of easements.. not shown by the public records. 3 Discrepancies, conflicts in boundary Iirne3, shortaodt in area, encroachments. and may facts which a correct scrvey ttad inspection of the premises would disclose and which are not shown by the public records. 4 Any lieu, or right to a Idea, for services. labor or material theretofore or hereafter furnished, imposed by law and not shown by the public records_ Defects, liens encumbrances. adverse cairns or other matters, if any, created, first appearing is the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. Taxes and aca�ssracnrs no yet due or payable and special assessments lint yet certified to the Treasurer's office. Any unpaid taxes or assessments against said land. Liens for unpaid water and sewer charges, if any. THE EFFECT OF INCLUSIONS IN ANY GENERAL OR SPECIFIC WATER CONSERVANCY, FIRE PROTEC'T'ION, SOU CONSERVATION OR OTFlER DISTRICT OR INCLUSION IN ANY WATER SERVICE OR STREET IMPROVEMENT AREA. 10, RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED 13Y THE AUTHORITY OF THE UNWED STATES AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 24. 1939. IN BOOK 194 AT PAGE 574 AND RECORDED MAY 17, 1951 IN BOOK 258 AT PAGE 386. 11. ALL COAL AND OTHER MINERALS AS RESERVED, TOGETHER WITIi THE ItLGHT TO PROSPECT FOR, MINE AND REMOVE THE SAME PURSUANT TO THE PROVISIONS AND LIMITATIONS OF THE ACT OF DECEMBER 29, 1916 (39 STAT. 862.0) IN THE UNITED STATES PATENT RECORDED APRIL 14, 1939 IN BOOK 194 AT PA(JE 574 AND RECORDED MAY 17, 1951 IN BOOK 258 AT PAGE 386. 12. EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SHOWN ON THE PLAT OF LOOKOUT MOUNTAIN RANCH RECORDED JUNE 22. 1981 AS RECEPTION NO. 316094. 13. EASEMENTS, RIGHTS OF WAY AND OTHER MATTgRs AS SHOWN ON TIME AMENDED PLAT OF LOOKOUT MOUNTAIN RANCH CONSIS'TING OF: RE.D RIDGE RANCHES, LOOKOUT MOUNTAIN FROM : Ferrell Development PHONE N0. : 913 789 4880 AAIINIWIOYY ALTA COMMITMENT Schedule B-2 (Exceptions) Sep. 11 2000 11:11AM P9 l n," JJ ♦ V Our Order No. GW231284-2 The policy ow potties to be iscaed will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company - RANCHES AND LOOKOUT MOUNTAIN WESTERN RANCHES RECORDED AUGUST 25, 1983 AS RECEPTION NO. 345060 AND AS AMENDED BY SECOND AMENDED PLAT OF RANCHES 1 TO 27 AND 29 TO 33 OF LOOKOUT MOUNTAIN RANCH. LOOKOUT MOUNTAIN RANCHES, AND RANCH 14, LOOKOUT MOUNTAIN RANCHES, RED RIDGE RANCH RECORDED SEPTEMBER 19, 1497 ASRECEPTION NO. 313878 AND AS AMENDED IN 3RD AMENDED PLAT RECORDED NOVEMBER 257 1998 AS RECEPTION NO. 535970. 14. t E.RMS, CONDI'T'IONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND RIGHTS OF WAY AS CONTAINED IN AGREEMENT RECORDED AUGUST 23, 1982 IN BOOK 606 AT PAGE 923, 15. EASEMENTS AND RIGHTS OP WAY AS GRANTED TO ITOLY CROSS ELECTRIC ASSOCIATION, INC- IN INSTRUMENT RECORDED JUNE 3. 1997 IN BOOK 1021 AT PAGE 158_ 16_ RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, AS CONTAINED IN INSTRUMENT RECORDED SEPTEMBER 19, 1997,'IN BOOK 1034 AT PAGE 922. 17. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED APRIL 05, 1999 IN BOOK 1123 AT PAGE 86. 18. TERMS, CONDITIONS AND PROVISIONS, EASEMENT AND RIGHTS OP WAY AS CONTAINED IN INiltUMIENT RECORDED FEBRUARY 9. 1999 IN BOOK 1114 AT PAGE 21_ 19_ EASEMENTS AND RIGHTS OP WAY AS GRANTED IN INSTRUMENTS RECORDED JUNE 25, 19361N BOOK 183 AT PAGE 422 AND AT PAGE 426. FROM : Ferrell Development PHONE NO. : 913 789 4888 Sep. 11 2000 11:12AM P10 Aelt-1,1-4l4 IOt9:100 rI Lri: nI-Ll.u'Ln a um CCL% rL .0- n . .. .... ... LAND TITLE GUARANTEE COMPANY DISCLOSURE STA' .1vIENT Required by C.R.S. 10-11-1z2 A) The subject real property may be located in a special tazlug district. B) A Certificate of Taxes nue listing each taxing jurisdiction may be obtained front the County Treasuries authorized agent. C) The information regardinz special districts and the boundaries of such districts may be obtained from the Board Of Cotltity Commissioners, the County Clerk and Recorder, or the County Assessor. Effective September 1, 1997, CRS 30-10406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one i h .and a left, tight and bottom margin of at lease one half of 2n inch_ The citric and recorder may refuse to record or file any document that does not conform, except that, the requi- t for the top margin ehail not apply to documents using for on which space is provided for recording orf ling inforrnetion at the top margin of the document. Note: Colorado Division of insurance Regulations 3-5-1, Paragraph C of Article VII requires that 'Every title entity shall be responsible for all waiters which appear of record prior to the time of recording whenever the title entity conducts the dosing and is responFrbte for recording or filing of legal documents resulting from the transaction which, was closed"_ Provided that Land Title Guarantee Compatry conducts the closing of the insured transaction and is responsible far recording the legal documents Its from le transaction, exception number 5 will not appear on the Owner's Title Policy and the Leaders Policy when issued. Now: Affirmative mechanic's lien protection for the Owner may be available(tvpically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: A_ The land described In Schedule A of this commitment Haas, be a single family residence which lacludes a wadnminirrm or townhouse unit_ B_ No labor or mantriala have been furnished by meeJwucs or material -men for purposes of construction on the land described in Schedule A of this Corrmmiimsnt within the past 6 months. C. The Co epany must receive an appropriate affidavit indemnifying the Company against nu -flied mechanic's and material -men's liens. D. The Company must receive payment of the appropriate premium. E. If there has beem construction. improvements or major repairs undertaken on the property to be purchased within six mouths prior to the Date of the Commitment, the requfrearents to obtaio coverage for unrecorded liens will include: disdain -re of certain construction information; financial information as to the seller, the builder and or the cautractor: payment ate appropriate premium iu1iy executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any cocureitarces for labor or material for which the insured Ulm contracted for or agreed to pay, Nothing herein contained will be deemed to obiizate the company to provide any of the coverages referred to herein ,:n%s the above conditions are fully satisfied. September 11, 2000 Tim Thulson Balcomb & Green, P.C. Drawer 790 Glenwood Springs, CO 81602 Re: Lookout Mountain Ranch, Sketch Plan - Engineer's Report SE Job No. 99006.01 Dear Tim: This letter comprises an engineering report for the P.U.D. Application to Garfield County. Introduction The site is approximately 2,204 acres covering an area on a plateau east of Glenwood Springs, the main access is County Road 114. Secondary access can be obtained by County Road 115. County Road 120 runs just to the east of the property and provides access to the northeast corner. The site is generally undeveloped and is comprised of scrub/sage brush, juniper, pinion and scrub oak forest. The terrain is generally steep with elevations from 6,200 feet to 7,300 feet in elevation. More gently sloped areas scattered throughout, are suitable for housing sites. The proposed development intends to place 300 home sites on 2 to 10 acre lots and a 5,000 square foot non- residential clubhouse. Lot groupings are proposed with the number in each group to be determined by the area of buildable terrain and available access. Each home site would have the option to add an accessory dwelling unit, bringing the total potential number of units to 600. Water Supply According to the water study conducted by Wright Water Engineers, 1/28/99, the existing developed water include existing on site wells that draw from a limited aquifer and an on site spring. The maximum potential well water resources on site are limited and long term supply is not predictable . re proposed water supply would be supplemented by pumping from the best possible alternative or combination of r lternatives including:individual or shared r , pumping from the Roaring Fork River, apinto existing City -(X3 ' ` of Glenwood Springs water system. tti t,d ,_ ; It is our understanding that the proposed water system would be a centralized system able to serve all lots that could not obtain sufficient ground water. Any water system would be designed to meet the requirements of Garfield County and the State of Colorado. 502 Main Street ° Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLC a . Sanitary Sewer System SE. JOB 99089.01 September 7, 2000 Page 2 The proposed Sanitary Sewer System has several options. Because of the number of units proposed, connection to a centralized sewer system may be feasible. An agreement has been reached with Spring Valley Sanitation for possible connection to their proposed system. Another option would be to connect to the City of GlenwSprings Sanitation district.' ldividual Sanitary Disposal Systems (ISDS) may be feasible for some of the emote lots. Conclusion of our investigation regarding the feasibility of constructing an on-site ISDS indicates the following: In general the site appears to be have suitable conditions for the installation of conventional ISDS. Some areas at higher elevations and toward the western end of property may have marginal areas due to shallow bedrock. Some sites may have limited ISDS potential due to steep grades. Based on the specific site features and well locations, the actual ISDS dimensions and design will vary. In case any limitations for conventional system are encountered, a licensed engineer in the State of Colorado would design Engineered systems. All systems are to be designed within the rules and regulations of Garfield County and the State of Colorado. Required setbacks from on-site wells, irrigation ditch, dwelling, and property lines must be maintained. Each system would require a geotechnical evaluation to be utilized as the basis for any potential design. Any systems, which exceed 2,000 -gallon effluent per day, will require additional permitting through the state. ISDS Operation and Maintenance A properly designed and utilizedshould require minimal maintenance. Several factors influencing the need for maintenance include: actual wastewater flows versus design flows, the volume of kitchen/domestic waste (excluding human waste and toilet paper), excessive household chemicals or other toxic liquids and the physical integrity of the system components. It is recommended that the septic tank, absorption field and dosing tank (if applicable) sitould be inspected annually. In general, for a properly designed system, septic tanks should be pumped every 2 - 4 years. For systems with a dosing and/or distribution pump system it is recommended that the pumps, valves, siphons, tank, control floats, wires and any other applicable components be visually inspected annually for wear, damage, leaks, or other potential problems. Absorption fields should be maintained with suitable cover and kept free of root invasive plants. Positive surface drainage away from the absorption field should be maintained. Attached is an ISDS operation and maintenance guideline sheet. Drainage The natural drainage is well defined to the valleys. Red Canyon Creek flows intermittv,Qtly through the southern end of the property. The proposed development will have very little or no impact on the historical drainage patterns. Existing irrigation and drainage ditches and streams will be maintained. Any required retention/detention to attenuate the difference in post development runoff and pre development runoff will be accomplished by using detention basins,new .the house sites. ., Storm water and snowmelt flows from offsite will be routed to follow historic drainage paths. The proposed home sites are primarily on the higher ground and should not be affected by offsite drainage. Compliance with Garfield County Regulations regarding drainage will be adhered to. The future design grading and drainage plans documents will ensure that the contractor use best management practices to ensure that any potential erosion or sedimentation is prevented. SE. JOB 99089.01 September 7, 2000 Page 3 Road Design Individual lot access will primarily use the existing internal private roads developed by the previous owner. Existing roads were built at less than 10% grade. Any road extensions shall be constructed in conformance with the Garfield County road design standards. The total volume of traffic to the project is estimated at 4,800 vehicle trips per day. The total volume is quickly dispersed onto the numerous existing roadways. If you have any questions or need any additional information please give us a call. Sincerely, SOPRIS ENGINEERING 4,?4/Z, Mark A. Butler, P.E. Project Engineer Cc: Melanie Mann, Lookout Mountain Associates, LLC Introduction OPERATION AND MAINTENANCE GUIDE FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEMS Prepared by Sopris Engineering, L.L.C. April 6, 2000 A properly designed and utilized ISDS system should require minimal maintenance. In all cases the operation of the system should be automatic. Several factors influencing the need for maintenance include; actual wastewater flows into the system versus design flows, the volume of kitchen/domestic waste (excluding human waste and toilet paper), excessive household chemicals or other toxic liquids and the ._._ physical integrity of the system components. Maintenance of engineered and non engineered systems should include annual visual inspections of all structures, access/inspection ports and mechanical components if applicable. Larger dosing systems and large second homes may require periodic inspections with certain adjustments based on variable usage. ISDS Operation and Maintenance Septic Tanks It is recommended that the septic tank(s) should be inspected annually or if plumbing problems are experienced. In general, for a properly designed system, septic tanks should be inspected and pumped every 2 - 4 years. In addition to removal of the accumulated solids from the tank the service lines should be hydraulically cleaned. This procedure is usually performed by the septic pump service and is especially important in homes with heavy kitchen use and/or plumbing problems. The scum layer should not exceed a depth of 12" or exceed a depth of 3" above the bottom of the outlet device. The depth of solids (sludge) should not exceed 1/3 of the depth of the tank or a depth below the bottom of the outlet device of 1.5"-2.5" times the total liquid depth. The single most important aspect regarding maintenance of septic tank is the protection of the absorption area from failure due to suspended solids scouring the system. Measuring the scum and sludge layers is the only way to determine the need for pumping. Several methods can be used to determine if the above recommended depths have been exceeded from visual tape measurements to use of indicator sticks. Pumping the tank should be done by first breaking up the scum layer and mixing the sludge layer with the liquid portion by alternately pumping liquid from the tank and re -injecting it into the bottom of the tank. This procedure should be repeated until only a small residual of sludge remains in the tank which is necessary for seeding purposes. Tanks should never be washed or disinfected after pumping Material removed from tanks should be disposed of per methods approved by local health jurisdictions. Post pumping inspections are necessary to check inlet and outlet baffles and risers. Check for signs of damage, leaks in or out of tanks, proper sealing of access risers and closure of lids. Check the inlet service pipe and the outlet distribution pipe for accumulated debris to determine if cleaning is needed. Check the seals around the pipes at the inlet and outlet ports on the tank to insure they are watertight. Repair any damage to insure the tank operates as designed. Appropriate safety and sanitary practices should always be followed while working with sewage systems. Check anchoring devices if applicable. Septic Tank Additives In general chemical, bacteriological or enzyme additives are not recommended or needed to maintain or improve septic tank efficiency. Available products have not been proven to enhance a systems performance and should not be used in an attempt to help breakdown solids to reduce the need for pumping. Some additives have proven to have adverse effects to the normal operation of the system. Dosing, systems For systems with a dosing and/or distribution pump system it is recommended that the pumps, valves, siphons, tank, control floats, wires and any other applicable components be visually inspected annually for wear, damage, leaks, or other potential problems. Separate dosing tanks need to be checked for water tightness structural and plumbing integrity the same as for a septic tank. Check for evidence of sediments or scum layers which will indicate problems with the septic tank. Check to see if the water level markings on the side of the tank are consistent. Variability indicates that the distribution device, pumps, float switches and/or controls may not be operating properly. The dosing system should be checked for performance by observing it"s dosing cycle, distribution pattern and calculating or monitoring its discharge volume. The current performance should be compared with previous observations and adjustments should be made to the controls if needed to maintain or improve compliance with the design. If a filter screen is used it should be cleaned as needed, annually and when the tank is pumped. Absorption fields Absorption fields should be maintained with suitable cover and kept free of root invasive plants. Positive surface drainage away from the absorption field should be maintained. The inspection ports should be observed to check for distribution and infiltration of effluent in the system. Check the surrounding ground for seepage, excessive wetness or erosion near the base of the filter mound or field. Avoid any frequent or heavy equipment or vehicular traffic over a field and immediately, evaluate and repair any damage to the system if an impact occurs. Check for any signs of subsidence. Maintain any barriers to prohibit livestock form entering the area. Storm Drainage To the maximum extent possible Storm water shall be directed away from absorption fields and prevented from entering system structures. Any breach in underground pipes or risers should be repaired as soon as possible. Alterations and additions to individual sites should be performed with respect to the existing ISDS system. Miscellaneous Guidelines and Precautions Avoid pumping tanks during high ground water months if tank is installed below the ground water table. Adequate anchoring on septic and dosing tanks is required on installations where groundwater is present. The absorption areas must be protected to prevent damage from vehicular or livestock traffic. Minimize the amount of water, oils, grease, household chemicals and solids discharging into the system. Garbage disposals are not recommend for use with ISDS systems or system size and maintenance schedules need to be increased by 30 to 50 percent. 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SOPRIS ENGINEERING • LLCCVICOnSUItantS GEOLOGICAL DUE DILIGENCE STUDY LOOKOUT MOUNTAIN RANCH Garfield County, Colorado For The Alpert Companies By John W. Rold January 1999 INTRODUCTION The Lookout Mountain Ranch property lies from 1/2 to 3 miles southeast of Glenwood Springs, Colorado in Garfield County. The approximately 2,000 acre property occupies portions of Sections 10, 13, 14, 15, 23, 24, 25 and 26 of Township 6 South and Range 89 West. The following though not a complete or detailed geologic report of the Lookout Mountain Ranch property follows the submitted and approved work program focusing on the geologic characteristics which affect your due diligence decisions. It meets or exceeds the standard of care for such investigations. The work cooperates with and is in conjunction with the Wright Water Engineers (WWE) water resources investigation being conducted for this property at the same time. Winter snow cover at this time prevents meaningful field investigation within your time constraints. The geologic interpretations and conclusions therefor must be based on: 1) Recent 1:24,000 (1"=2,000') scale geologic mapping published by the Colorado Geological Survey (CGS); 2) Telephone discussions with Mr. Robert Kirkham the geologist who did the mapping. (I hired him when I was the Director of the CGS and have high regard for his field mapping ability.); 3) My experience working in similar areas; 4) Discussions with Wayne Shelton, the water well driller who drilled the wells and 5) Stereoscopic evaluation of colored BLM aerial photographs at a scale of approximately 1:24,000 which were flown in 1978. The CGS loaned me these photos for the study. TOPOGRAPHY The subject property as shown by Figures 1 and 2 lies on the south, southwest and west flank of Lookout Mountain at an elevation ranging from 6,200 feet to nearly 8,000 feet. Lookout Mountain rises some 400 to 800 feet above and to the north and northeast of the property. To the west and southwest the Roaring Fork River has carved a major valley to an elevation of 5,800 feet. To the north of Lookout Mountain the Colorado River has excavated the steep sided, spectacular Glenwood Canyon to approximately the same elevation. The cliff -bounded Red Canyon has cut across the southern portion of the property to a depth of 200 to 400 feet. A considerable portion of the property consists of gently sloping to rolling terrain with several steep sided gullies. Lookout Mtn. Report Page 4 1, 1/27/99 k. J. W. Rold Two deposits of this slightly clayey, sandy silt and very dine to fine silty sands occur on gently sloping areas on the property. They appear to be excellent building sites. However low density loess may be prone to hydrocompaction, piping and collapse when loaded and or wetted. BASALT (Tb) -Miocene -Approximately 22 million years old. The basalt consists of multiple flows of dark colored volcanic lava and interbedded tuffs and sediments. They once covered the area but have largely been removed by erosion. Three large basalt outcrops were mapped on the property, one along the west boundary and two along the east boundary. These volcanic rocks range from hard and massive to highly fractured weathered and crumbly boulders and weathered clays. Individual flows range from 5 to 25 feet in thickness. Drilling reports indicate deposits as much as 160 thick on the property. Basalt may require -blasting for excavation and clayey layers between flows may induce landsliding on steeper slopes. MAROON FORMATION (PPm)- Lower Permian and Pennsylvanian -250 to 300 million years old. The Maroon Formation consists of reddish brown beds of sandstone, conglomerates, siltstone, mudstone and claystone with minor thin beds of limestone. Total thickness ranges from 3,000 to 4,000 feet but on the tract the upper part has been removed by erosion. The formation outcrops over much of the property. Because of the intense fracturing caused by subsidence, long term weathering and erosion, exposures are generally poor on the property. Good outcrops occur in the cliffs along Red Canyon and the slopes of the Roaring Fork Valley. The discontinuous nature of individual beds and the interstitial clays in the sandstone beds make the Maroon a rather poor aquifer. High capacity wells are uncommon. Where adverse dips of bedding and clay beds occur the formation is prone to landsliding. EAGLE VALLEY FORMATION (Pe) -Middle Pennsylvanian -Approximately 300 million years old. The formation consists of interbedded reddish brown, gray, reddish gray and tan siltstone, shale, sandstone, gypsum and carbonate beds. It lies between, intertongues with and contains beds of both the overlying Maroon Formation and the underlying Eagle Valley Evaporite. Thickness ranges from about 500 to 1,000 feet and is generally poorly exposed. It only outcrops on the property in the steep slopes of Cemetery Gulch in the northwest corner of the tract. The formation is susceptible to subsidence, sinkhole development,compaction, piping and corrosion problems. EAGLE VALLEY EVAPORITE (Pee) -Middle Pennsylvanian -Approximately 300 to 310 million years old. The formation consists of evaporative beds of massive to laminated gypsum, anhydrite, halite(NACL-salt) and beds of light colored mudstone, thin limestone and dolomite and black shale. Beds are commonly intensely deformed and folded from flowage, solution caused subsidence and collapse, hydration of anhydrite and tectonic folding. Total thickness varies greatly due to flowage and solution and ranges from 1,200 to as much as Lookout Mtn. Report age 4 w 1/27/99 J. W. Rold Two deposits of this slightly clayey, sandy silt and very fine to fine silty sands occur on gently sloping areas on the property. They appear to be excellent building sites. However low density loess may be prone to hydrocompaction, piping and collapse when loaded and or wetted. BASALT (Tb) -Miocene -Approximately 22 million years old. The basalt consists of multiple flows of dark colored volcanic lava and interbedded tuffs and sediments. They once covered the area but have largely been removed by erosion. Three large basalt outcrops were mapped on the property, one along the west boundary and two along the east boundary. These volcanic rocks range from hard and massive to highly fractured weathered and crumbly boulders and weathered clays. Individual flows range from 5 to 25 feet in thickness. Drilling reports indicate deposits as much as 160 thick on the property. Basalt may require blasting for excavation and clayey layers between flows may induce landsliding on steeper slopes. MAROON FORMATION (PPm)- Lower Permian and Pennsylvanian -250 to 300 million years old. The Maroon Formation consists of reddish brown beds of sandstone, conglomerates, siltstone, mudstone and claystone with minor thin beds of limestone. Total thickness ranges from 3,000 to 4,000 feet but on the tract the upper part has been removed by erosion. The formation outcrops over much of the property. Because of the intense fracturing caused by subsidence, long term weathering and erosion, exposures are generally poor on the property. Good outcrops occur in the cliffs along Red Canyon and the slopes of the Roaring Fork Valley. The discontinuous nature of individual beds and the interstitial clays in the sandstone beds make the Maroon a rather poor aquifer. High capacity wells are uncommon. Where adverse dips of bedding and clay beds occur the formation is prone to landsliding. EAGLE VALLEY FORMATION (Pe) -Middle Pennsylvanian -Approximately 300 million years old. The formation consists of interbedded reddish brown, gray, reddish gray and tan siltstone, shale, sandstone, gypsum and carbonate beds. It lies between, intertongues with and contains beds of both the overlying Maroon Formation and the underlying Eagle Valley Evaporite. Thickness ranges from about 500 to 1,000 feet and is generally poorly exposed. It only outcrops on the property in the steep slopes of Cemetery Gulch in the northwest corner of the tract. The formation is susceptible to subsidence, sinkhole development,compaction, piping and corrosion problems. EAGLE VALLEY EVAPORITE (Pee) -Middle Pennsylvanian -Approximately 300 to 310 million years old. The formation consists of evaporative beds of massive to laminated gypsum, anhydrite, halite(NACL-salt) and beds of light colored mudstone, thin limestone and dolomite and black shale. Beds are commonly intensely deformed and folded from flowage, solution caused subsidence and collapse, hydration of anhydrite and tectonic folding. Total thickness varies greatly due to flowage and solution and ranges from 1,200 to as much as Lookout Mtn. Report Page 4 1/27/99 J. W. Rold Two deposits of this slightly clayey, sandy silt and very fine to fine silty sands occur on gently sloping areas on the property. They appear to be excellent building sites. However low density loess may be prone to hydrocompaction, piping and collapse when loaded and or wetted. BASALT (Tb) -Miocene -Approximately 22 million years old. The basalt consists of multiple flows of dark colored volcanic lava and interbedded tuffs and sediments. They once covered the area but have largely been removed by erosion. Three large basalt outcrops were mapped on the property, one along the west boundary and two along the east boundary. These volcanic rocks range from hard and massive to highly fractured weathered and crumbly boulders and weathered clays. Individual flows range from 5 to 25 feet in thickness. Drilling reports indicate deposits as much as 160 thick on the property. Basalt may require blasting for excavation and clayey layers between flows may induce landsliding on steeper slopes. MAROON FORMATION (PPm)- Lower Permian and Pennsylvanian -250 to 300 million years old. The Maroon Formation consists of reddish brown beds of sandstone, conglomerates, siltstone, mudstone and claystone with minor thin beds of limestone. Total thickness ranges from 3,000 to 4,000 feet but on the tract the upper part has been removed by erosion. The formation outcrops over much of the property. Because of the intense fracturing caused by subsidence, long term weathering and erosion, exposures are generally poor on the property. Good outcrops occur in the cliffs along Red Canyon and the slopes of the Roaring Fork Valley. The discontinuous nature of individual beds and the interstitial clays in the sandstone beds make the Maroon a rather poor aquifer. High capacity wells are uncommon. Where adverse dips of bedding and clay beds occur the formation is prone to landsliding. EAGLE VALLEY FORMATION (Pe) -Middle Pennsylvanian -Approximately 300 million years old. The formation consists of interbedded reddish brown, gray, reddish gray and tan siltstone, shale, sandstone, gypsum and carbonate beds. It lies between, intertongues with and contains beds of both the overlying Maroon Formation and the underlying Eagle Valley Evaporite. Thickness ranges from about 500 to 1,000 feet and is generally poorly exposed. It only outcrops on the property in the steep slopes of Cemetery Gulch in the northwest corner of the tract. The formation is susceptible to subsidence, sinkhole development,compaction, piping and corrosion problems. EAGLE VALLEY EVAPORITE (Pee) -Middle Pennsylvanian -Approximately 300 to 310 million years old. The formation consists of evaporative beds of massive to laminated gypsum, anhydrite, halite(NACL-salt) and beds of light colored mudstone, thin limestone and dolomite and black shale. Beds are commonly intensely deformed and folded from flowage, solution caused subsidence and collapse, hydration of anhydrite and tectonic folding. Total thickness varies greatly due to flowage and solution and ranges from 1,200 to as much as Lookout Mtn. Report .„Page 4 1/27/99 J. W. Rold Two deposits of this slightly clayey, sandy silt and very fine to fine silty sands occur on gently sloping areas on the property. They appear to be excellent building sites. However low density loess may be prone to hydrocompaction, piping and collapse when loaded and or wetted. BASALT (Tb) -Miocene -Approximately 22 million years old. The basalt consists of multiple flows of dark colored volcanic lava and interbedded tuffs and sediments. They once covered the area but have largely been removed by erosion. Three large basalt outcrops were mapped on the property, one along the west boundary and two along the east boundary. These volcanic rocks range from hard and massive to highly fractured weathered and crumbly boulders and weathered clays. Individual flows range from 5 to 25 feet in thickness. Drilling reports indicate deposits as much as 160 thick on the property. Basalt may require blasting for excavation and clayey layers between flows may induce landsliding on steeper slopes. MAROON FORMATION (PPm)- Lower Permian and Pennsylvanian -250 to 300 million years old. The Maroon Formation consists of reddish brown beds of sandstone, conglomerates, siltstone, mudstone and claystone with minor thin beds of limestone. Total thickness ranges from 3,000 to 4,000 feet but on the tract the upper part has been removed by erosion. The formation outcrops over much of the property. Because of the intense fracturing caused by subsidence, long term weathering and erosion, exposures are generally poor on the property. Good outcrops occur in the cliffs along Red Canyon and the slopes of the Roaring Fork Valley. The discontinuous nature of individual beds and the interstitial clays in the sandstone beds make the Maroon a rather poor aquifer. High capacity wells are uncommon. Where adverse dips of bedding and clay beds occur the formation is prone to landsliding. EAGLE VALLEY FORMATION (Pe) -Middle Pennsylvanian -Approximately 300 million years old. The formation consists of interbedded reddish brown, gray, reddish gray and tan siltstone, shale, sandstone, gypsum and carbonate beds. It lies between, intertongues with and contains beds of both the overlying Maroon Formation and the underlying Eagle Valley Evaporite. Thickness ranges from about 500 to 1,000 feet and is generally poorly exposed. It only outcrops on the property in the steep slopes of Cemetery Gulch in the northwest corner of the tract. The formation is susceptible to subsidence, sinkhole development,compaction, piping and corrosion problems. EAGLE VALLEY EVAPORITE (Pee) -Middle Pennsylvanian -Approximately 300 to 310 million years old. The formation consists of evaporative beds of massive to laminated gypsum, anhydrite, halite(NACL-salt) and beds of light colored mudstone, thin limestone and dolomite and black shale. Beds are commonly intensely deformed and folded from flowage, solution caused subsidence and collapse, hydration of anhydrite and tectonic folding. Total thickness varies greatly due to flowage and solution and ranges from 1,200 to as much as Lookout Mtn. Report, .?ase 4$ 1/27/99 J. W. Rold Two deposits of this slightly clayey, sandy silt and very fine to fine silty sands occur on gently sloping areas on the property. They appear to be excellent building sites. However low density loess may be prone to hydrocompaction, piping and collapse when loaded and or wetted. BASALT (Tb) -Miocene -Approximately 22 million years old. The basalt consists of multiple flows of dark colored volcanic lava and interbedded tuffs and sediments. They once covered the area but have largely been removed by erosion. Three large basalt outcrops were mapped on the property, one along the west boundary and two along the east boundary. These volcanic rocks range from hard and massive to highly fractured weathered and crumbly boulders and weathered clays. Individual flows range from 5 to 25 feet in thickness. Drilling reports indicate deposits as much as 160 thick on the property. Basalt may require blasting for excavation and clayey layers between flows may induce landsliding on steeper slopes. MAROON FORMATION (PPm)- Lower Permian and Pennsylvanian -250 to 300 million years old. The Maroon Formation consists of reddish brown beds of sandstone, conglomerates, siltstone, mudstone and claystone with minor thin beds of limestone. Total thickness ranges from 3,000 to 4,000 feet but on the tract the upper part has been removed by erosion. The formation outcrops over much of the property. Because of the intense fracturing caused by subsidence, long term weathering and erosion, exposures are generally poor on the property. Good outcrops occur in the cliffs along Red Canyon and the slopes of the Roaring Fork Valley. The discontinuous nature of individual beds and the interstitial clays in the sandstone beds make the Maroon a rather poor aquifer. High capacity welis are uncommon. Where adverse dips of bedding and clay beds occur the formation is prone to landsliding. EAGLE VALLEY FORMATION (Pe) -Middle Pennsylvanian -Approximately 300 million years old. The formation consists of interbedded reddish brown, gray, reddish gray and tan siltstone, shale, sandstone, gypsum and carbonate beds. It lies between, intertongues with and contains beds of both the overlying Maroon Formation and the underlying Eagle Valley Evaporite. Thickness ranges from about 500 to 1,000 feet and is generally poorly exposed. It only outcrops on the property in the steep slopes of Cemetery Gulch in the northwest corner of the tract. The formation is susceptible to subsidence, sinkhole development,compaction, piping and corrosion problems. EAGLE VALLEY EVAPORITE (Pee) -Middle Pennsylvanian -Approximately 300 to 310 million years old. The formation consists of evaporative beds of massive to laminated gypsum, anhydrite, halite(NACL-salt) and beds of light colored mudstone, thin limestone and dolomite and black shale. Beds are commonly intensely deformed and folded from flowage, solution caused subsidence and collapse, hydration of anhydrite and tectonic folding. Total thickness varies greatly due to flowage and solution and ranges from 1,200 to as much as Lookout Mtn. Report Page 9 1/27/99 J. W. Rold Previous drilling indicates that a regional groundwater table does not exist at depths above 700 feet. Perched water tables in this hydrologic environment are difficult to predict, have limited extent and probably limited long term productivity. In all likelihood some scheme for importing water will have to be devised. Long term pumping tests of at least 200 hours and preferably 20 days should be conducted on every indicated productive well to determine its true long term viability. Quarterly water level measurements should be made of each productive well to determine the existence and magnitude of seasonal variation. Seven small landslides ranging in size from approximately 2 to 15 acres occur on the tract. Their small size may allow platting with home sites located off the slides. Detailed geologic investigation should be made of similar geologic situations to determine their stability. The areas steeper than 30% should be avoided for home sites and investigated prior to road and utility construction. Basalt outcrops and some resistant beds in the Maroon Formation may require blasting for roads and buried utilities crossing them. If you have any questions, please feel free to contact me. LKOMTREP-1/1999 (II (iy`';j LEGEND MAPPED LANDSLIDES SLOPES EXCEEDING 30% (Estimated by template evaluation of topographical quadrangle map) J. W. Raid, January 1999 WRIGHT WATER ENGINEERS, INC. 818 Colorado Avenue Glenwood Springs, CO 81601 (970)945-7755 ' , f DRAWN CHECK SCALE USGS JWR 1" = 2000' DATE JAN 21. 1999 FIGURE 1 SITE MAP GEOLOGIC CONSTRANTS TO DEVELOPMENT LOOKOUT MOUNTAIN RANCH USGS 1987 991-001.000 u (' R-28 580 0 0 460/600 338/0 • 0 L.I n ( " , • 66 • .1360 R-23 560 R-24 600 0 0 R-10 340 2 265 R-8 700 2 1 0 R-2 140 17 50 R-11 585 01 0 1 Out -Parcel Legend: •00 0 Wet Well 0 Dry Well WRIGHT WATER ENGINEERS, INC. 818 Colorado Avenue Glenwood Springs, CO 81601 (970)945-7755 \ A\ 7000 - DRAWN CHECK SCALE DATE PER WLL 1"=2000' JAN 1999 FIGURE 2 SITE MAP AND WELL LOCATIONS LOOKOUT MOUNTAIN RANCH USGS GLENWOOD SPRINGS AND CATTLE CREEK QUADS 991-001.00 _..•0111011mamilaweilmommetemor TABLE 1 Rudd (1) 000 to 090 Volcanic Clays (Red) 090 to 105 Volcanic Clays (white) 105 to 140 Volcanic Rocks, Flows Rudd (9) 000 to 100 Clays 100 to 120 Gravels 120 to 600 Maroon Formation (hard) Rudd (11) 000 to 585 Maroon formation Rudd (13) 000 to 140 Clays 140 to 160 Volcanics 160 to 175 Clays 175 to 180 Maroon formation Rudd (23) 000 to 120 Volcanics 120 to 560 Maroon Formation Rudd (2) 000 to 025 Red Dirt, Rock 025 to 037 Volcanic Rock 037 to 140 Maroon formation Rudd (10) 000 to 255 Clays, Some volcanics 233 to 340 Maroon Formation Rudd (12) 000 to 162 clays 162 to 240 Maroon Formation Rudd (14) 000 to 020 Clays 020 to 175 Volcanics 175 to 200 Clays Rudd (25) 000 to 190 Volcanics 190 to 600 Maroon Formation TABLE 1 (CONT.) 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