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Home My WebLink AboutB14-0333 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� ��+�v�n. � Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B14-0333 Project #: PRJ14-0382 Job Address: 3946 LUPINE DR VAIL Applied.....: 09/03/2014 ! Location......: Issued. . . : 10/01/2014 Parcel No....: 210111103013 OWNER P.E. CORP SA 09/03/2014 4582 STREAMSIDE CIR VAIL, CO 81657 APPLICANT COL CONSTRUCTION 09/03/2014 Phone: 970-390-4529 PO BOX 4573 VAI L CO 81658 License: C000003485 CONTRACTOR COL CONSTRUCTION 09/03/2014 Phone: 970-390-4529 PO BOX 4573 VAt L CQ 81658 License: C000003485 Description: Exterior modifications-sidinglstucco,trim, deck rail, windows 8 add decks Occupancy: R-3 Type Construction: VB Valuation: $143,000.00 i�rrri��r�r�+�t��+wrx+rxrrix�ww+nrwexx�ww�:reixtwwwr,r+ir��::+wx,rii�►�x�ee+r�� FEE SUMMARY ,•••,••••••,,•,•••••••••••••••••••••••••••••«•,•••••••••,••••••,•,•••••••,,•••• Building Permit-----> $1,234.55 Bldg Plan Check---------> $802.46 Use Tax Fee-------- > $2,660.00 Electrical Permit- > $0.00 Elec Plan Check-----> $0.00 Restuarant Plan Review-----> $0.00 Mechanical Permit--> $0.00 Mech Plan Check--------> $0.00 Additional Fees------ -> $0.00 Plumbing Permit--> $0.00 Plmb Plan Check---> $0.00 Recreation Fee------ -> $0.00 I nvestigation-----------> $0.00 Will Call----------- --> $5.00 TOTAL PERMIT FEES---------> 34,812.01 Payments-- -- ---> 54,812.01 BALANCE DUE----------- -----> 50.00 xeir��wxrrr�»r�w.�aww»��:��»erws.��w�xr»itr��Rrx+:::::��+r�+�we�:►►ww��+xx�wrwrrrwx�:aww�e��wv�+wrtriirwr��+.wwrii�s.►�xrwxrzi�xwwwww:w�i��w„�ix:»�www��:�xx»w+»H��tsnrr�� DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 :r OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 s a a � . i TQ�N 4F�A1� 1 R}ffR4�V RZ�wHRky'fRkf V4iR V t V1'kf V f�fY�Rf1e ViFfY\wtRltf�RYff1t4AAfR*1�R#R411tRRYRR44ff111rtfRA1rRMM�RRf V#�4f#tk4RMYtfrfRJfYfMktYk4RAA'ffRMt4f V4t+'ffYttAMflkkf�FRH#�f'f'fYt�Yttt�lMYMr�tttYf*4fitMtt CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B14-0333 Address: 3946 LUPINE DR VAIL Owner: P.E. CORP SA Location: i�e:+nrx+�e�r�.xexx+rw�,v+�++et,v�s.xw��:�ew�ex�xy�►xewaxw�w+iw,M+.��+.,v�tw�f�+.+r�x�»we+r��rxr,r�n.ees.�:,eww+:sr«�w�wkx,r�w,er:,r�rrww+.wm�rrr+x�+rwrNr�►er�►wk��*:�w:n�,e►�rrhoe+,r,er��w�x�:nx�wa+ 3 combination permit_012811 ,�;� �� -,�,.H,., .. 1 � �owx oF v� . .*...*..*....***...*...*.*,**..****....**.**...**��***�.......*...*****....*.****..*..*�**..******..,*****.**..*.*.*.....******.....***.*�*.*��*...*... REQUIRED INSPECTIONS AND STATUSES Permit#: 614-0333 Address: 3946 LUPINE DR VAIL Owner: P.E. CORP SA Location: .............**.,,...*.*........,,......,....*........,,.,,.,.**..«.,.*.«.,,...,,..«««*..�,,,..***...*.,.......*.«*x«.,....,.««..*.««,.**..,.**,,.,,..,......*.....*...,.. Item: 00010 BLDG-FOOTING 09/22/2014 By: JRM Action: PI Comments: 1 FOOTER COLUMN BASE SOUTHEAST CORNER ONLY Item: 00020 BLDG-Foundation/Steel Item: 00030 BLDG-Framing ftem: 00070 BLDG-Misc. Item: 00542 PLAN-FINAL Item: 00090 BLDG-Final � combination permit_012811 NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES . � �nw��vAU,,. Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B14-0333 Project #: PRJ14-0382 Job Address: 3946 LUPINE DR VAIL Applied.....: 09/03/2014 Location......: Issued. . . : 09/10/2014 Parcel No....: 210111103013 OWNER P.E. CORP SA 09/03/2014 4582 STREAMSIDE CIR VAIL, CQ 81657 APPLICANT COL CONSTRUCTION 09/03/2014 Phone: 970-390-4529 PO BOX 4573 VAI L CO 81658 License: C000003485 CONTRACTOR COL CONSTRUCTION 09/03/2014 Phone: 970-390-4529 PO BOX 4573 VAI L CO 81658 License: C000003485 Description: Exterior modifications-sidinglstucco,trim, deck rail, windows 8 add decks Occupancy: R-3 Type Construction: VB Valuation: $143,000.00 14fH��tf11nY1ftk4�tR4M}fR4tftt�lRf�HU1RttM�trtt4klMffff/R�Vttflff�t+t►Mt4MAAMf`1r/!1`Rftfrf FEE SUMMARY •••••••,•,•••,••«•••••••••••••••,,,,••••••••••••••••••••••••••,•,•••••••••••••• Building Permit-----> $1,234.55 Bldg Plan Check-----> $802.46 Use Tax Fee---------> $2,660.00 Electrical Permit-----> $0.00 Elec Plan Check-----> $0.00 Restuarant Plan Review---> $0.00 Mechanical Permit—> $0.00 Mech Plan Check- > $0.00 Additional Fees----------> $0.00 Plumbing Permit--------> $0.00 Plmb Plan Check--------> $0.00 Recreation Fee----------> $0.00 �', Investigation-------------------> $0.00 Will Call------------------> $5.00 TOTAL PERMIT FEES---- -> 54,702.01 Payments– ---------------> a4,702.01 BALANCE DUE-----------------> 50.00 +r��x�+rx�xxixrYi::rrr��i�wrxry�xx+w�trr�wxwr��rriieertwv.w�w�tt�wxi�ix�riiir�xx�ww,eryx+xw��r»t:x�ewrew+ii+w�we��w�tr:iir+*+wr�wwkew,rwrts.ttrem��xexrw�ewwo-rstsrrra�x:t�w�»►tt�►ff►i++ DECLARATIONS �'� I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure ', according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. I� REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 '' OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 � - ` t T��HOF YAA1L ' xw::r:e��:wRes��x»x��iiirv�ew.�wwwrrt�r�.r�i►�r�:we,rwxxwxtN::rrrrtxxww��kk+:�rttwtrt�rrwi�iixwxww*rxirw�tirrtvrre,ex,try,vw:��ti,HirrRwxwww�w�.ww:*,t►z�w�+nexxww►ww�►i►��t��we+�ewwrteww�a4�� CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 614-0333 Address: 3946 LUPINE DR VAIL Owner: P.E. CORP SA Location: ��riw�wrtr�x��wrriw��wvrw:�w��:ri�,ew�v.�wxr.w�hw:::�rw�w�ww��xixti+s��wwrwww�.:::::ttiieiixxe+wvw:��::::�s.iei�,es►ew+.r�ws.iwwwexx:is►xxtrw,rxww+�w�►�is��:iz�z��xwwwr�wrrrtxw��w� . , combination permit 012811 • l �owxoFV� � ....*...*.,....*...,.......�**..�.��.....**.*..........****..�,.�..*...,*****�***...******.****..***...*,...*..,..*.....*........**...*.*....�.....*�...*. REQUIRED INSPECTIONS AND STATUSES Permit#: 614-0333 Address: 3946 LUPINE DR VAIL Owner: P.E. CORP SA Location: .*...*«„*....*�««,.....««*......��**....«*�......«.*.*......«........*««...**...«„*,.......*...»..,,,,«..«..*.,.**...�***..*��*..*.,,**.....**......�**....... Item: 00010 BLDG-FOOTING Item: 00020 BLDG-Foundation/Steel Item: 00030 BLDG-Framing Item: 00070 BLDG-Misc. Item: 00542 PLAN-FINAL Item: 00090 BLDG-Final combination permit 012811 � Department of Community Development � 75 South Frontage Road TOWN OF VAIL' va�i,co 8�ss� Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm&sprinkler) Project Street Address: Project#: �� '�,j�� 3946 Lupine Drive 1��r°`f"J � `C� �� DRB#: (Number) (Street) (Suite#) � _�� Building/Complex Name: Building Permit#: �� Contractor Information Lot#: Block# Subdivision: Business Name: Col Construction, Inc Business Address: PO BOx 4573 Work Class: New�j Addition�j Alteration(Q City Vail 5tate: CO Z�p: 81658 Type of Buildin Bob Ste hanoff Single-Famity�j Duplex�j Multi-Family� Contact Name: p Commercial� Other�j Contact Phone: 970-390-4529 Contact E-Mail: bstep@colCOnStrUCtiOn.COm Work Type: Interior� Exterior�i Both� I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,completed an accurate plot plan, Work Included Plans Included Work and state that all the information as required is correct. I agree to Electrical oYes �No oYes oNo comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to Mechanical �Yes Qi )No QYes �No the town's zoning and subdivision codes, design review ap- � proved,Int i nal Building and Residential e n � Plumbing �Yes �No �Yes �No ordina s of e n applicabfe ther 142 800 Building �i Yes ONo �i Yes �No � X Value of all woric being performed: $ 142,8w � G� � Ow /Owner's Representative Signature(Required) (value based on IBC Section 109.3&IRC Sedion 108.3) Electrical Square Footage Applicant Information Detailed Scope and Location of Work: Change wood Siding� Applicant Name: Bob Stephanoff to stucco, change wood trim color,change existing deck Applicant Phone: 390-4529 rail at Bdrms 2&3 to steel-wood and add new decks at Applicant E-Mail: bstep@colconstruction.com SE and SW corners of house n ei,� w;,,�v�,/s Project Information Eduardo and Pilar Vi il �f gd�""' Z � 3 Owner Name: 9 Parcel#: 2101-111-0301-3 (For Parcel#,contact Eagle County Assessors Office at(970-328-8640 or visit www.eaglecounty,us/patie) (use additional she ' For Office Use Only��G,� ,�/6 D � � � � � � Fee Paid: y Date Received• Received From: �E� 0 3 z��4 Cash Check# CC: Visa/MC Last 4 CC# exp date: Auth# TOWN OF VAIL � � � � , ' �� -03� �� , ,.,� �:� �� .�: �i :,��`�,��` �� ,,; .TS"��er.f�.ii'�t 4 d..�6��_i�iL, �7:��.1�L.��'�?��{°�5�.... � ��E�� , .. ., .� September 2b, 2014 �OI �QI15tTUCtilOri � Attn: Bob Stephanoff P.U. Box 4573 Vail, Colorado 81658 �.'itli�� i°11.��tr71 1 q�ti..l�{i.'.t':Ji;t Job No. 114 389A Subject: Observation of Excavation, Proposed Retaining Wall, 3946 Lupine Drive, Lot SA, $ighorn Subdivision, Vail, Colarado Gentlemen: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on September 25, 2014 to evaluate the soils exposed for Foundatian support. The findings �f our observations and iecommendations for the foundatioii design are presented in this report. The services were perfarmed in accordance with our agree�nent for professional engineering services to Col Construction dated September 12, 2014. The retaii�ing wall is located off of the southwest corner of the patio to the south of the residence. A footing placed on the natural soils and sized for an allowable bearing pressure of 2,000 psf was assumed for the retaining wall su�port. , At the tiine of our��isit to the site, the wall excavation had Ueen cut in one level between about 4 feei belaw the adjacent ground surface on the downhill, north side and 8 feet on , the uphill side. The soils exposed in the bottom of the excavation consisted of dark brown silty sand and gavel witl� cobbles and scatter�d boulders. No free water was encountered in the excavation and the soils were moist. An excav�tic�n 4 feet deep had b�;en n�ade at the west end of the patio c•ailing wall and exposed sitnilar sc�ils. Considering the soil conditions exposed in the excavatio» and the natur�of the proposed canstruction, placing the footing on the undisturbed natural soil a�td desi��ed f�r an allc�wable bearing pressure of 2,000 psf should be adequate for support of the proposed retaining vvall. The exposed soils should be compacted to help Iinnit settlemeilt potential. The wall should be designed to resist an equivalent fluid, latera} earth pressure of at least 44 pcf for the onsite granular sails as backfili. A sliding coefficient af 0.45 and ec�uivalent fluid, passive earth p��essure�f 350 pcf can be used to resist sliding and c�v�rturning. 'The footin�pad slaould be a minimum r�ic�th of 2 feet. Bac;kfill �lac�.�d E si.�a �` '�'� ?j -<'`� �`) � E �c�s;�3., �fr`'',�fi#i!;; , �'�1.(;?Z '�i��i? � `,t�t'�;I"ti�ta!`t?t� #!/�'��.�'f�y;� j�-�`'it) ,► � Col Construction September 26, 2014 Page 2 behind the wall should consist of compacted ganular soil and the surface graded to drain away from tl�e structure. The recommenciations submitted in this letter a�•e based �an c�ur abservation of the soils exposed within the wall excavation and do nat inc(ude subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that saiis beneath the footing have equal or better support tlian those exposed. The risk of foundation movement may be��reater than inciicated in this report because of possible variations in the subsurPace conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling wouid be required. It is possible the data obtained by sulasurface exploration could change the recommendations containe� in this letter. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH—PAWLAK GEOTECHNICAL, INC. ��.. p,� .,� +i��w '� `�.f� 'y . �h _ R�`' � Steven L. Pawlak, P. .,. �r; � ��2� ; , , . SLP/ksw :�c�,��i�/�l,�.t J'r. 'f:Sj�fllAL�'�'`�� `'E�aF.eo��`�P� J��b Nc�. 1 l4 3R9A GecPtECh � Vigil/3946 Lupine Drive/Hazards Page 3 of 8 .,. � � _,., _. �� -� '� � + � .�-w390�'`. �� . 3896 � � f � ,' ` �"� ', ,o C �, 3916 ''2� �°' fl� � ._ , .. ->i �. � � � �,� � � F�; I�i 4II I' � I .,`,. I 4 l i I� � � �� 3946� . , 1 'f, , � � � �� ,£,, �_ l� �` 3956 � . ; : �, i I �ti ��I�A ''��i ��'i ' �.�� _ ;�' .�,�: �_ � _ . - , ', "' ' • � , O � `,' � ...�.° ■esa _ � i �;1� ; � g �:i ' r - � .a..,. .� ' 3 � `�r : � ; � � � � -� p . � � i 1 ' 7 I � � r .- � ,�YII'�y��y : r � � � i �� , �, : . � �� 701NN OF i�li` ' + � � (� z 50 m 106�18'1$"'��!39d 3$`22"N 200 ft Page 4 of 8 Vigil /3946 Lupine Drive/Hazards �� . r �,�a � � °� � �'� , 3�307� ,,� �� , ''� :; + � �, 3896 f,,>``�-'��'�,,..., r� -'"° �G-� ��F �4 '� 3916 r}� , ��- f � � ,. >`�� j -'"f v !,> ; r,l �,., �' 3'94G ly 1 � a� �'�'y, ..�..u-,.,�, x�._,.--� � a � ,�f ��, t � 3956 t �. ,,�'` j }, r _ � ,;i l+n�.��.� e ,. - 8 � e • � � „E(ds y ➢E �'�I��4� � � i ' "i v s c e _ i� j' P = 9{? � '9 Y s... �_$ . � ,�. #' 1 1 ' 1 ! � � � . � ' : t ! $ i. � � � � O t � . ..�, . . .e.. „ ,. �� .n�,..�... ��7��,�F d�l� �JD f11 ' i �-----�---"""""'_. 200 ft � 106° 1$'�1"�'J 39°38'23"N Vigil /3946 Lupine Drive/Hazards Page 5 of 8 A large section of limestone just above the Site appears to be the most recent large segment of cliff to have collapsed. This cliff area is a fresher lighter color, in contrast to the darker, greyer, more weathered color of the cliff areas to either side. Large (4 foot) limestone boulders at the Site are highly weathered on all visible sides, indicating that the collapse probably occurred before there were residents living in the area to observe it. The local collapse here may be interpreted as having already dispatched most of the largest, most dangerously unstable rocks, affording a somewhat greater measure of safety directly below due to there being fewer large boulders projecting from the face. But it probably also exposed a lot of fresher, though smaller, rocks to raveling as the slope continually retreats to stabilize its new configuration. � The rockfall hazard is therefore relatively high in this area, as previously delineated. Debris Flow The relevant portion of the Vail debris flow hazard map may be found on page 6. The Waterfall Creek debris flow threat is apparently considered to be inactive in this specific area, and a more local debris flow hazard has been delineated only at the southern quadrant of the lot, not impacting the proposed deck addition. This hazard was therefore not further investigated. EXISTING BUILDING The existing building was built in 1994. It was designed to be protective from the two delineated hazards by virtue of a constructed catchment ditch in back, a low structural wall surrounding the existing rear patio, and by structural reinforcement of the rear wall of the house. PROPOSED DECK ADDITIONS The two proposed decks are located at the southern and western, rear (uphill) side of the building. They are at the second floor elevation, and exterior to the existing avalanche protection walls. Their locations may be found on the site plan on page 7. The proposed decks are not intended to be protected from the above hazards. They are only intended to provide more easily usable outdoor space in the unprotected area of the back yard. The northwestern deck will be essentially at existing patio and ground level. Any rock or snow that would cross the existing ground at that point would also cross the proposed deck, and its trajectory would be little affected. The deck and occupants would be expected to be damaged, but the threat to existing patio and house would be similar to their present threat situations. Similarly, it is not expected to cause any increase in threat to any neighboring property. The southern deck will be at the same second floor elevation, but the uphill terrain will be 2 to 5 feet below it. According to the structural engineer's representations to you, it will be Vigil /3946 Lupine Drive/Hazards Page 6 of 8 �. �� : � " �.. :�� „3 � `°`��9 .- .�- - „ , � ��? �e� ° 0� ��" ,; � . f �.r. ._ s . ' � �,. �,� +� � } ��V 3896 . � � � ; ,..��, �� ,� � � . � �� - ; < � ��.;� ,. � � �� , <��.� � t' � � G 1 _ ,p t �`� 3916., �� ,,, `'�; °� � -��'`�`�`"'. ' � � �� ,� ` 3946 .,.. � � �� f �� L W„� '�u".'a�..°� ti4 } �� "+ �.. %�- .� Y� ,/` ,3956 i / r�' "».: �fi p ? '�a'°+ � 3!s>=. � fi%p�r t l�r .. �# ��ri t f 4 /!� f� . . � . # ,,,r' �'` �f �,�, �- :a;� ��x � � . _ , , � i - - " � _ �. _, � C{ �.�: ,.; iiiV� ¢M1tl'4M11� 't r..��,i �it��E�, t��n . .,. �'. „ � �� E �� . . �i�.. �E � : ! �,.. �t �s 9 i = 4 ��ii ��`$ _��4 �� il�� i�� ' �. �, . 'sa - F.-a ■�.. I"� . i i � � �i f �' . E 1 ' M �: � ' 1 1 � 3 ��.r F �'� � ' ' ` V .��.e': ��t.. 4`„� . �':» ! 50 m __._._..._._.. , . . : s.... ..._ � 8 200 ft Vi f�Slyi��f�e�ti (��pRl� iVP�iri��" �� i � i�� ii ld6°18'22"W 39°38'24"N � Vigil /3946 Lupine Drive/Hazards Page 8 of 8 designed to collapse under the force or weight of an avalanche impact, rather than endangering the primary house structure by remaining intact. It is therefore not expected to cause increased risk to either the primary house structure or to any neighboring property. Occupants of the deck during an avalanche event would not be protected. SU M MARY The proposed deck addifions will be subject to significant rockfall and snow avalanche hazards, and when they occur, those hazards will be extremely rapid in their descent upon the Site. These exterior decks would seem likely to be relatively low use areas compared to interior portions of the house, however the hazards associated with use of the decks should be made known to all potential occupants of the house. For increased safety, activities on the decks should ideally be ones that do not impair the mobility of occupants for rapidly retreating to the safety of the house interior. In some instances even a rapid retreat might not occur quickly enough for occupants to reach safety in time to avoid injury. Proper construction of the decks as breakaway structures will not increase the hazards that currently threaten either the primary structure on this Site or the neighboring properties. It should be realized by all concerned that the delineated hazards are actually expected to occur and impact the Site at occasional times in the near or distant future. This study is only intended to qualitatively characterize the nature of the expected hazards in relation to the proposed deck additions. Thank you for the opportunity to help with this project. Please call if you have any questions or concerns. Sincerely, P�� p�- <R P KL �fi �� v �t� �C� 7 q � � Willia Klaub rp E. 3�Q�n� � Geolo ist and � c�Sril��af�n � � 719-486-5780 ��SS�� N� NA Vigil /3946 Lupine Drive/Hazards Page 7 of 8 ppOpOS�b NOp1"I-1V1�5T�i�CK -_ �' ` �,� � � ,; 4 , ` I p�Op05��i SOl�1"N b�CK � �.� �l/'v �/"V.I� �� ' �� IL-� KI.AUC��, p��, CASA V/�I� IMpp�V�M�N�" ��/�N 71�-�8b-�780 ��6 l�I��IN� n�IV�, VAI� August 8, 2014 Eduardo and Pilar Vigil, Property Owners Attn: Bob Stephanoff, Col Construction PO Box 4573 Vail CO 81658 Re: Geological Hazards, Bighorn Addition Filing 1, Block 2, Lot 5A, 3946 Lupine Drive,Vail Dear Mr Stephanoff: At your request I have examined the subject property (Site) with respect to the geological hazards delineated by the Town of Vail as they may affect your proposed deck additions. Following are my observations, interpretations and conclusions. SITE TOPOGRAPHY The Site is located 250 feet to the south of Gore Creek, right at the break in slope where the mountain begins to rise more rapidly. The Site elevation is approximately 8400 to 8470 feet according to the 1993 site plan topography, versus approximately 8430 to 8500 feet on the latest USGS digital topography, and the contour orientations differ by about 20°-30°, also. The current 2014 architectural site plan uses the 1993 detailed topography, but avoids some of the inconsistency by not assigning absolute elevations to the detailed topographic contours. The prominent rock cliff on the mountain slope above is at about 8720 to 8840 elevation, approximately 350 feet vertically above the proposed decks. The peak of the mountain above that cliff is about 11,000 feet elevation, or about 3500 feet above the Site. The bulk of the mountainside high above the Site drains into Waterfall Creek,which drains an area of perhaps 250 acres and debouches into the Gore Creek Valley about 250 feet west of the Site. The Site itself is subject to drainage from a much smaller area of the mountainside, on the order of perhaps 2 acres, and located on the lower slopes of the mountainside. SITE GEOLOGY Most of the Site lies on a debris fan deposit that has formed at the outlet of Waterfall Creek. The source of this material was the high upper slopes of the ridge that drain into Waterfall Creek. These upper slopes are underlain by the upper portion of the Minturn Formation and the basal Maroon Formation, comprising mudstone, sandstone, conglomerate and scattered limestone beds of Pennsylvanian age. The southern portion of the Site is underlain by colluvial material derived from the lower slopes that lie immediately above the Site itself. These lower slopewash sources are underlain by the Vigil /3946 Lupine Drive/Hazards Page 2 of 8 Robinson Limestone Member of the upper middle section of the Minturn Formation, primarily comprising sandstone and limestone beds of Pennsylvanian age. DELINEATED HAZARDS The Town of Vail has delineated two hazards that affect the built portion of this Site, and a third that only impacts the unbuilt portion of the Site. Snow Avalanche The relevant portion of the Vail snow avalanche hazard map may be found on page 3. An area of red avalanche hazard zone is at the southern corner of the lot, some 50 feet removed from the nearest corner of the proposed addition. The blue snow avalanche zone extends across the middle of the lot and encompasses the rear half of the existing structure, including both proposed decks. The direction of the avalanche threat is from the south, encountering the rear of the structure first. The source area appears to be around the cliff area, about 700 feet south and 350 feet vertically above the Site. Although apparently not extremely steep overall, the more open, unvegetated scar area from the large rockfall may favor greater snow accumulation and easier avalanche initiation. Probably the most recent visible event was in 1984, as reported by Art Mears, but two earlier events of larger size can be identified. The slope above the Site shows indications of at least 3 different avalanche events, one stopping about 240 feet short of the house, one stopping about 150 feet away, and the third of indeterminate runout length. It is likely that the house can be reached by the 100 year return period event. The blue zone is considered appropriate for the level of snow avalanche hazard at the Site. Rockfall The relevant portion of the Vail rockfall hazard map may be found on page 4. The high rockfall hazard zone encompasses the entire lot, including all of the existing structure and both of the proposed decks. The direction of the rockfall hazard threat is from the south, similar to the avalanche threat. The rockfall hazard is created by the steep lower slopes above the Site, where erosion has preferentially removed the softer layers of the Minturn Formation, forming potentially unstable ledges of the harder limestones above. The undermined limestone cliffs are therefore at higher risk of sudden collapse and rockfall. Analysis of 2 foot diameter boulder falls by Art Mears in 1993 confirmed that the rocks could impact the Site with high kinetic energies.