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�+� BOOK ��(J PAGE.�v!
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281123
' �pRE.TTA BANNER . '
';� PITKIN CTY.RECORSE!! i_
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RBSOLUTION OF THS BOARD OF COUNTY COMMISSIONBRS
� OF PITHIN COUNTY, COLORADO, (iRANTINa 1Q41 HAZA&D RBVISW
' =':7 APPROVAL TO STBPHBN BROITZMAN AND RBNAS COTTON �'.�
FOR A RgSIDHNTIAL BUILDIN4 5IT$ ON A PROYSRTY WHICH CON'PAINS ,��
MAPPSA 1041 ftAZARDS INCLUDIN(i FLOODPLAIN,
_�'} GSOLO(iIC AND WII,DLIFB CONCBENS
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'�''�`. Resolution No. 86-80
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;'.-a"� WHSR$AS, Stephen Broitzman and Renae Cotton (hereinafter "Appli-
�,�
cents") have requested that the Board of County Commissioners (herein- ?
- after "Board") grant Special Review approval for a residential house '
�=;(",, site on a 23 acre parcel (more specifically described in Hxhibit "A"
``~7 attached hereto which contains ma
.� ) pped 1041 floodplain, geologic and
'r
_,q wildlife concerns; and
�'.��.� WHBH8A5, on August 11, 1986, the Board reviewed the request at a ',
' •��
'''y duly noticed public hearing at which time evidence and testimony was `
� presented with respect to said application; and
i`'-:� WHSRSAS, the Pitkin County Planning and Zoning Commission
�..,
reviewed this requeat at their regularly scheduled meeting of July 8, S
. �.,`:..) 1.. .
4 1986, and recommended that the Board t
,,� grant approval af this request "�
s
Isubject to canditions.
NOW, THBR$FORB, BS IT RSSOLVSD by the Board that it does hereby " �
,� grant Special Review, approval to the Applicants subject to the �."1. .
1 �
following conditions as recommended by the Planning Commission:
1 '. .
,� 1. Dr. Nicholas Lampiris's geological report and conclusions, ?:a--
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EQQK �.L� PAr,�lt�.7
' Resolution No. 86-80
Page 2
dated Kovember 20, 1985 (attached as Bxhibit "B" and !
incorporated by thia reference) shall be complied with. ��,;
i� �,';
_ 2. A professional geoZogist shall 6e present at the staking of � .
�� i the building envelope to insure proper placement and _
} configuration of the landscaping improvements, including the }
, becm (as referenced in Lampiris' geological report in ,
, Condition One), for the purpase of reducing flaad'zng impacts ;
to the single-family residence. The Iandacaping improve-
' `� ments shall be reviewed and approved by the Planning OYfice i_ :
prior to the issaance of a Building Permit, i:,,,,,..,:�,
_�j 3. Prior to issuance of a Building Permit, the applicant shall �_�� � .
'� obtain a soils engineering study to insure proper fouudation i ;�. .
placemenC, construction and drainage flow. i';.:.'•'
i;.;.,.
`i;� 4. The bridge design over Hawk Creek as designed by $uckhor� '.
Geotech is approved by the County Planning Bngineer. Any ��:
` � modificatiods to this design shall be re-certiPied by e � �
,�;� qualified professional engineer and reviewed and approved by � „
�y� the County Planning Sngineer prior to construction. To 'j
,ti� prevent stream sedimentation and bank erosion, the bridge 1
constraction may not take place during the months of May
through June.
�� 5. To protecfi critical wildli£e habitat:
.-��
r,•`;.j a. No dogs shall be permitted on the property.
�
� ~'.;;� b. All buildings shall be 2i�ited to the defined buildiag �-
envelope. No building shall occur on the ridge or � ;�<-,
;;=:� along its south facing slope. �`
c. Fencing shaZl be restricted to the area within the .
� , building envelope. No fencing shall be permitted along '''"
= the property boundaries on the ridge where there are
' wintering elk.
�''� 6. The site plan shall be modified to show the exiating road �
i;�'� which traversea the property. This road shall be used to -
�_� determine the final configuration of the building envelop
;•_�� for the purpose of protecting riparian vegetation and
' insuring stream bank stability. This site plan, which shall , .
,� be presented on a 24"x36" mylar sheet, shall be approved by .
the Plsnning O£fice and recorded with the Pitkin County
� Clerk and Recorder at the time of the Board's resolution of Y
; ,' approval for this project.
. :i
" 9. Pcior to iesuance of a Certificate of Occupancy, the
applicant sha11 follow the Bnvironmentgl Health Office's
' requirements for water and septic syatems, referred to in '
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800lf ��C7 Pl�fc�S;�
. � Resolution No. 86-80
i Page 3
� their memo dated June 20, 19B6 (attached hereto as Bxhibit �
I "C" and incorporated herein by reference). �F; ,•
�„_� APPROVBD by the Board at its regular meeting on August 25, 1986. �;,'`,..`:''
'''.1 HOARD OF CO NTY COMMISSIONSRS OF �'.'
PITHIN COU , C RA �:
. •� BY �
�'.�. �
e en :"'11 derud, Chaf rwoman
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;-+ ATTgST:
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:�� Pirb,r�N �,..
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;qs:� Deputy Couaty Clerk .
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APPRO SD AS TO FORM: RBCOMM$NDBD FOR 6PPROVAL:
:�.: � c,-�- .Q--� . �
`_�� omas F. Smith, County Attorney Alan Richaan. Ylanning and Develop— '�
��" ment Director ''
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�� - � � ALTA OWnER'S vOLICV—qmen. �O/17/>0 �XHL�YT A � ' �
" ° eook 518 �r�cE1�0
° SCHEDULE A
Order No.: 8998 Policy No.:a-357389
Date of Policy: January 12, 1981 at k:16 p.m. Amount of Insurance:$40,000.00 '
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i 1. Name of Insured: .
STP�HEN BROITZMAN AND RENAE CQTTON ��
�..-..- - ' �,'
_, � 2. The estate or interest in the land described herein and which is covered by this policy is: �
s� Fee Simple �
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�<?' 3 The estate or interest referred to herei�is at Date of Policy vested in: . '
s::y .
':��� STEPHEN'BROITZMAN AND RENAB COTTON .,:-Y :
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"�'~' 4. The land referred to in this policy is described as follows:
�` That part of the Southeast one-quarter of the Northwest one-quarter of r
_�;:
Section 29, Townehip 10 South, Range 88 West of the bth P.M., ly3ng Easterly
��=; and Northeaeterly of the center of Hawk Creek and Easterly and Southeasterly
�y`; of the cenCer of the Crystal River.
�;•
EXCEPTING therefrom, that part described in instrument recorded in Book
` "� 212 at page 577, Records of Pitkin County. �
a
''.',`A ' County of Pitkin, State of Colorado. -
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� ( EXNIBil' B P4,)ef.Z-(_
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Nicholas Lampiris. PhV
���oo B�ox�o���G15T BaOH 51.8 P.�Gc���_
. . A57EN,COLORAO08IG12 �
(307�9fi3J60U 925�6020ASPENOFFICE �-
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Cr}'=_`aS F,ivc-r Reai'ty, in�. � • �''r.. .
�� tl� 1/2 Redstone 6ivd.
fiedsicne, CD. B1E2'
- F:�: Er-oit�man/G'otton I_ot q:,; ;,,:�,:
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Dear Nr. M�Cormick: �i�_.
rw:
I h.av� completed my qeolooic inveetigation of the
c.ppro:<imately 2= acre tr�.ct betr�een Naa6; Cre?k and the -
�,y�ta2 fi:ver tor p!!rpqses ❑•f satis-fying House Bill 1q41.
TI'icj pnrcel lie= in the NiJ 1/4 or Sectior 29, T 1:� S, S 88 l9,
c�f `he Si;:th F'.M. , a�ithin thry Fedstane 7 1/� minutn �
��u=.��r_.n�'_�, F'itkin L�u�c�;, Co's�r�do. Altnauah che p.r-cel is � .
larr��, ��i y c.ne t•ie=_t�rn corner- ne�r the Cr•;�stal RivF•r �•ias E# t
��t.u�i�d �� .. pot�nci�i buildir.g �nvelooe. k.
;i� Toeeyr�phic�iiy� chis sit� is a�itttin •`_he older physionr�rhic �,��.
';� 6i•���;��ie.i.n of 1:he C;ystal Fiver and could ae ter-mnd � poerly .
i :'i�_�in•=d t=rraca. The lot is he?vily a+oaded, includinc Iaree
conifer_. Tnere ar= linear m�unds a=_saciated 4•riLh Ha�a}c Cr-ee6r. ��`
r� the =outh and the remnan±s c,f twp bridges as sho�•�n on rhe �
: .�~,� .acc��mcanyirig map �vith an o2d di:-t road �vhich once connected !:,' �,
`:� t,-�em. E::c=pt for the linear mounds and a �aell defined sv+ale �.� � :*:`
`� t.=. shoam, the aLneral area o# the sit-e is ne�rly_-1eve1.._: . _ i
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.. -'�= bedroc!•� tormat.icn in tne entire• �rea is the F'ennsylvar�ian F` "
„ .,)_:;
T�, ,=�rmiar� ,ar,? Mar-een Formation whi�h dip5 1'OU�Ftly .''•fJ dect-ess ';
L• -_� tha r�est on thu mountain=_ide ahove the site. The Plaroon €i
Fcrm<.ticn in this are? con�i=_t=_ masti�i of siltslones,
s<n:lstenes, and a few conclomerate i.inits cemented by a rei, [; . ,
ir�n co���vund cal:ed hematite. The bui!dinn em�zlooP i�seif
�r.•:��t prebably lies c�n alluvial depo�its containinq silts, �'
�:.r.ds, cobbins anJ bou?der,. There 3re =_om�� dc-bris rs:n :��"� .
�r:ao=_it=_ suoer-im�ose!3 on the terrace near Hawk Lreei:: as shcwn N`'
- ._.�•.� p�-.i±:�,b?� �em° �nlluvium near the base cr tfie steep - ..
� F-,:1151r_'e. '
� T
F� •'��c��nt •ficod on Hao-�4: Cr_•ek has G{G'_tl-n.;E-1 t.he bridae there
;;n•; �id�r- ticnr',� in th� +er-m of•dccris Flo�v:: hav� _.!•so )
I -� -- .:.� tt: =.rrac�. '�'hn b,�i7�7ir�� �•r�:eloec s_ �nown'is free or C:
,,j �i . d^ 1 t !i^.•.- 7�_�i_ .n .^-,-.:--i :�.: :r� 3ai:� .•: �r rh:+ �� ..
� �c,t�i herc, la.na � pinq =heuld h.� at .�cted :;.larc' tha a
� � .I�:�e_t _i�ie c�' tl��_ Lu�idino enva;.cc� ��+ni�_h �•i:7uid der!iac'_ !� .
� a�iy fl.oc:i� c:r� de�n:-ia flntas int❑ the s:aale al�e�dy ¢r_sent to �
- `_t� +'- nori_h �f the �.:it•�. Th� l�ndscapin� �•�o�il�-i or�iy I��vr+ r,� �.
I . � .t n�:t relief of aopr-o:•im�..tel•.� +iti•e f�et becau�c ef th� �
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�,� ci_."tanc� from the so�u-c� o+ the debris flo�ds and the evidence
' �_. rhair histori.. p�ths. �' '
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The buildir�g en;�elope as defined should be �.t least �0 feet
frem the base of the st�_ep hill Cecause of thz potential of
���:;� mi nor sno�d sl i des down to the base. Tliere i s no e��i dence of
avalanching having historical2y affected this site, nor o-�as
� there an•�� evidence of roc4;fa11 or unstable slopes in this �
� i:r.iaediate vicinity. �;:-
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. l"i7a �•il'I:in Co!in±y floodplain m�ps of this portion of the d%• -
;=T� Crysl-al Fi•:�r indicate that tne 10�1 year flood 6oundary is ;�! '
very close to the top of the bark in this aren; there#ore, a
d�c�,iled survey of the 1<i��-year floodplain t•iill bz necessary. .
�7 r;l thougn th� lu0-yea:- f lood shoul d not �verf 1 ow the bank: i n
,n. �::`� :'.
tPiis stt�aight stretch of the Crystal Fiver, tnz proposed home �° �
sheuld he held at least .=0 feet bac{: from the zdqe ❑f tn= � �� �
bari{: but c�rtainly south of the previously mentioned saale. ' �•
.',i P.ccess to the site w�s once available� but will naw req�.ire . •
`�n th� ouilding ot a ne�•i bri�ir.e to the site. This bridge should s
,'r� ha.•e rs wide a =_pan as zeasible in this area and have a fin�l � r
,.� htiioiik of at l�ast trio feet above present qrade to allow . _
art;o:a space for flouds and debris flows to pass beneaLh. It %
a:o�_iid be advisable t❑ nave this bridqe designed b� an
�'� rr^:ineer faa�il.iar with mour�tain floodino� rather than huilt . "
?:tl by •s contractor �•airhout tne nec2ssary expertisz. ' -
y �.:
,i� Scfls engineerinq sh�uld he performed at the site specific ?• �
l�vel ta ins��re proper foundation design. This repart should °�
�. �...:� in�lude provi=_ions .for positive drainage away from the ;;�
homesite �nd a perimeter subsurface drain aroun�i the � `
/:� tieunde.tion. If necess�ry, w�ter for domestic use will be ,
.=.vailable by th� drilling of a fair'ly shallow w�ll within the � .•
:ildina er'�vzlope. 4lasta dispossl should be available � ��{`�
u'' tt�ro:aah tn� use of a se�tic system and acccmpanyi�q leach �
�:: rield i� this t•�p� of permeable sail i•iith a significant depth ,
io ���rock; F�oa�ever� the F'itF,in County Sanitation Enaineer s
' �-'-�au�d be can,ulted for his specific recommer.da-tions, 5 � _
� t;��pe�=ially in vi��v of the pro::imity to the Crystzl River.
;;� T'�is site sfinuld be c suitablz one for the development of a
s?.ngle fam.ily rc�sidenr_e, if my recomm�ndations are followed. y
In addition, I wnuld li!::e to be przsent during the stat,ing
��:: ef the buildinn so that final 13ndscapino considerations � ��
� -.:a bz �ezlt with cf�'?Ct1VE-ly at that time. F'lease feel free • '�'
� `,a c�ntact �re if th��r� are (urcner questio�s. �
� �g
.; "incerely k
q
,� ��,�-���.���+'
i en�l. Nichala= Lampir�=_ �
:� �dLicl4c C�nsultinq Geologist
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ASPEN�PfTKiN BO�K �1.I.rJ P1GF�_�•�
ENVIRONMENTAL HEALTH OEP�ARTMENT
M E M O R A N D U M
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TO: Francis Krizmanich, Planning Office �+�
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FROM: Bob Nelson, Department of Environmental Health ��
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`! DATE: June 20, 198G i
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RE: Broitzman/Cotton 1041 Review
Parcel ID �2729-292-00-006 ' �
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_____________________________________=_____=-=___________=_ _.
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j This department has reviewed the reaently farwarded submission
for compliance with Colorado Department of Health Regulatioris,' •
� local requirements, and those specifications in the Pitkin County �•,•.`� ' '
I Land Use Code under our jurisdiction. We present the following ,
review comments for your consideration regarding the referenced � .
� proposal: '�-.�'••
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1_ WATER SUPPLY
The geologic report of Nick Lampiris dated November 25, 1985
indicates that it should be possible to obtain a drinking water +� �'
supply from a well drilled in the alluvial material "within the ;r'
building envelope�� and as long as the minimum separations from �
the septic system are maintained, we concur with this general �:, �
conclusion. A well permit has already been issued by the ;;�; �
Division of Water Resources. f" ': �
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2. SEWAGE DISPOSAL _'F�' . • �
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It should be possible to construct a conventional onsite waste- ��Y
water disposal system on this site. We do have some concern that � �'t
the absorption area of the septic system be placed in such a way
that it is as far from the creek and the river as is possible. , � -
- As inciicated in the attached correspondence, the other site
factors influencing the type and design of a septic system have s.
been evaluated last year and found to camply with Pitkin County `-'�
Code. �
3. OTHER ENVIRONMENTAL HEAX,TH CONCERNS s:.
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Other concerns of this department relate to the water quality
impacts an the potential of sediment being introduced into the . i��. ,
river as a result of the bridge construction. We would suggest
that the, applicant develop a plan with his contractor and ` '
engineer to coincide ttie timing and construction activities to a � '
period of low flow and that the design minimize the erosion of i'. '� .
the banks during construction.
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" '130 South Galans 5treet Aspan, Coforado 81811 303/925-2020 "
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