HomeMy WebLinkAboutpitkin.planning.264534100003DOCUMENT LAYOUT
THIS FILE MAY OR MAY NOT CONTAIN ALL OF THE INFORMATION
LISTED BELOW IN THE FOLLOWING ORDER
Summary Sheet
Resolution for the BOCC and /or P &Z
Ordinance for the BOCC and /or P &Z
Determination for the Hearing Officer
Administrative Determination
Staff Memo
Application
Public Notice, Acceptance Letter, Referral(s) Letter
Site Plan
Miscellaneous
Plat(s)
k-" UALJ .7uru'1"Y- bt1Lr7'
PITRIN COUNTY
' DA.T'E RECEIVED: / /Sf j . y CA '10. 1 8J�'
DATE RECEIVED COMPLETE: STA'it; t �/
PROJECT NAME �p y /6 c�/ Un �n �a� j/�
APPLICANT: f Ski - 27ua - m �� -33
Applicant Address /Phone: - 7�� - � "l00 ycx,G�
REPRESENTATIVE: C�m� �. c
Representative Address /Phone:
Type of Application:
I. GMP /SUBDIV IS ION /PUD ( 4 step)
— General Submission ($2,930.00)
Detailed Submission ($1,900.00)
— Final Plat ($ 730.00)
II. SUBDIVISION /PUD (4 step)
— General Submission ($1,750.00)
Detailed Submission ($1,470.00)
— Final Plat ($ 730.00)
III. SPECIAL REV IEW /REZONING (2 step)
($1,320.00)
IV. SPECIAL REVIEW
(1 step)
($ 730.00)
V.
SPECIAL APPROVAL
(1 step)
730.00
Employee
Dwelling Unit
(No Charger
1041 Hazard
Review
_ 0th er :
P &Z BOCC MEETING DATE:
PUBLIC YES NO
DATE REFERRED: INITIALS
n EAA 7 RING:
ail l
REF RRALS ;____________________________
- _________ ______________________
—L County Atty
County Engr
Aspen Consol. S.D. —
Mtn.
School District
Housing Dir. _ L
Aspen
Bell —
Envir. Coordinator
Rocky Mtn. Nat. Gas
StateA wy De (Glenwd)
Water
City Electric
Holy Cross Electric _
Fire
StateApt
wY De pt (Gr.Jtn)
✓ Envir. Hlth.
Marshall
Fire Chief
Bldg: Zoning /Inspectn
County Mgr.
Snowmass Village
Colo. Geologic Survey
US FS
Div. Wildlife
Mt i Soil
ppA
State Planning Off. —?
Water
Trails
ils Dir.
Other:
Conservation
on Ed.
—
Other:
FINAL ROUTING: - DATE ROUTED: 8 6 F /
INITIAL:
County Atty _X County Engineer Building Dept.
Housing Director �_ Envir. Health
Other: Envir. Coordtr.
— Other:
FILE STATUS AND LOCATION: l '. �J7
000001 0T (OZ
� 4
RESOLUTION OF THE BOARD IF COUNTY COMMISSIONERS
OF PITKIN COUNTY, CO RADO, APPROVIM THE
THROM 1041 GEOLOGIC AND FLOODPLAIN HAZARD REVIEW
Resolution No. 85— 81
WHEREAS, Robert Throm (hereinafter "Applicant ") is the owner of
35 acres of real property, more specifically described on the attached
Exhibit "A "; and
WHEREAS, the Applicant has requested approval of a 1041 Special
Review for geologic hazards, more specifically, geologic faults and
floodplains; and
WHEREAS, a meeting was held before the Board of County Commis—
sioners of Pitkin County, Colorado (hereinafter "Board ") on July 8,
1985, and a public hearing was held before the Pitkin County Planning
and Zoning Commission on June 4, 1985, at which time evidence and
testimony were presented with respe t to said application.
NOW, THEREFORE, BE IT RESOLV, by the Board that it .does grant
1041 Special Review approval for the Throm 1041 Special Review with
respect to geologic faults and fJnodplain hazards subject to the
following conditions:
1.
The applicant shall
mitigate any water quality problems
associated with the
construction of the bridge as outlined
by the Environmental
Health Department memo dated 5/15/85.
2.
The access road to the
site shall be developed in accordance
with the suggestion
made by Nick Lampiris in his letter
dated 3/18/85 (on
file with the Aspen / Pitkin Planning
Office) and the attached
map.
3.
The dwelling shall
be located within the envelope as
indicated on the plat
submitted with the application.
4.
Prior to the issuance
of a building permit, a site specific
soils study shall be
done by a professional engineer to
insure proper foundation
design.
5.
Prior to issuance of
a building permit, the applicant shall
obtain a well permit
(for the spring) from the Division of
Water Resources.
6.
The applicant shall obtai a driveway access permit from the
County Engineer prior
to a issuance of building permit.
0
000002
ion No. 85- 8
7. The applicant shall designate a fishing easement within the
water of Snowmass Creek and a minimum of 5 feet above high
water line. This easement shall be noted on the plat and
be submitted to the Planning Office prior to issuance of a
building permit.
APPROVED by Board at their regular meeting on July 22, 1985.
BOARD OF COUNTY COMMISSIONERS
OF PITRIN COUNTY, COLORADO
By <
Tom Blake, Chairperson
ATTE , J
Lew Scanlan, Deputy County Clerk
RECOMMENDED FOR APPROVAL:
Alan Richman, Planning and
Development Director
APPRO D AS TO FORK:
^u4 Y�;& a
T as F. Smith, County Attorney
CH. 41
000003
BOOK 469 E1 48
EXHIBIT A
BOOK 465 PAGE545
A parcel of land being situated in Sections 34 and 35,
Township 9 South, Range 86 West of the 6th Principal Meridian,
Pitkin County, Colorado. Said parcel is more fully described
as follows: beginning at a point whence A.P. of Tract 51.
Township 10 South, Range 86 West bears S 'W, 2087.47
feet; thence West 2201.70 feet; thence North, 694.52 feet;
thence East, 2201.70 feet; thence South, 694.52 feet to the
point of beginning. Said parcel contains 35.10 acres more or
less.
04 xoI37
TO: Board of County Commissioners
FROM: Cindy Houben, Planning Office
RE: Throm 1041 Special Review (Geologic Faults and Floodplain)
DATE: July 8, 1985
REQUEST: 1041 Geologic Hazards (Faults) and Floodplain Special
Review.
APPLICANT: Bob Throm
LOCATION: Sections 34 and 35, Township 9 South, Range 86 West;
located approximately 10 miles south of the Snowmass Conoco Station on
Snowmass Creek Road (County Road 11).
SITE DATA: The site is 35 acres in size and is a pre- existing metes
and bounds lot.
WATER: Proposed use of a spring.
SEWER: Proposed individual sewage disposal system.
ACCESS: Off of County Road #11 (Snowmass Creek Road) and over a
proposed bridge.
EXISTING ZONING: RS -30 PUD
ADJACENT ZONING: RS -30 PUD
I. DESCRIPTION OF THE PROPOSAL: The applicant proposes to build a
single - family residence. The site is designated on the CSU
Hazard Maps as being within the 100 year floodplain and having
potential geologic fault concerns.
A. History: This proposal was reviewed by the Planning Commis-
sion on May 21, 1985, and was approved with conditions. The
BOCC must take the final action on the request since it
involves a floodplain concern [Section 6 -6.1 (b)].
B. Site Description: The site is currently vacant and consists
of varying terrain. The parcel has steep slopes along its
north side adjacent to the County Road. It becomes less
steep going south along the County Road and opens up into
flat lands along Snowmass Creek. The steepness of the
slopes increase as you cross the creek and head east.
C. Project Description: The applicant proposes to develop the
parcel with one single - family homesite and to construct a
bridge over the 100 year floodplain as a portion of the
access to the site. Nick Lampiris, a consulting geologist
studied the site and submitted a letter dated March 15,
1985. The letter indicates that from the standpoint of
geology, the site is excellent for development of a single -
family dwelling. The faults identified in the area have
been inactive for thousands of years. He recommends that
there be at least a 20 foot setback from the steep slopes
and that a site specific soils study be done to insure
proper foundation design. He also suggests that the
proposed access road could be better aligned to the north of
the ridge to prevent the need for a cut and fill situation.
The Planning Commission recommended at their meeting on May
21st, that the applicant supply information to show confor-
mance with the floodplain regulation. Pat Dobie was hired
by the applicant to do a backwater analysis of the proposed
000005
bridge siting. His study
off -site impacts caused by
bridge structure.
II. MAJOR ISSUES AND CONCERNS
A. Referral Agency Comments:
determined that there would be no
the placement and design of the
1. Environmental Coordinator - In a memo dated 4/30/85.
Mark Fuller explained that based on material in the
application he does not anticipate any unmitigatable
impacts. He recommends that the road be relocated to
the north to avoid a cut and fill situation. Mr. Ful-
ler also recommends a fishermen access easement be
obtained.
2. Division of Hater Resources - In a memo dated 5/8/85,
the Division of Water Resources indicated that they can
issue a domestic well permit for development of the
spring.
3. County Environmental Health Department - In a memo
dated 5/15/85, Bob Nelson indicates that a conventional
wastewater disposal system is feasible on the site. He
notes that the water quality will be impacted during
bridge construction and that measures should be taken
to mitigate this problem.
4. County Engineering Department - Tom Newland of the
County Engineering Department reviewed the report done
by Pat Dobie and found it to be adequate regarding
floodplain issues.
B. Staff Comments:
1. The Planning Commission has made a determination
regarding the 1041 geologic faults concerns. However,
Section 6- 6.1(b) of the Code indicates that final
decisions regarding floodplian issues must be approved
by the BOCC.
2. The siting of the proposed dwelling is clearly outside
of any 1041 fault or floodplain hazard area.
3. The suggestion by Nick Lampiris to relocate the access
road around the north side of the ridge, as shown on
the plat, should be adhered to.
4. The site is located in a rural area with several large
homes in the immediate vicinity. The proposed 2800
s.f. home is appropriate for the area. The proposed
building site is well shielded from the County Road by
large evergreen trees. It is to be located approxi-
mately 1200 feet off the County Road.
5. Overhead power lines are currently located on the
parcel. The floodplain maps indicate a power line
extension lies within approximately 200 feet of the
proposed dwelling.
RECOMMENDATION: On May 21st, the Planning Commission recommended
approval of the 1041 special review with regards to the fault hazard
concerns and placement of the proposed dwelling with the following
conditions:
1. The applicant shall supply adequate information indicating
conformance with the floodplain regulations, Section 5 -402.2
of the Land Use Code. Final approval for the homesite shall
be contingent on the finding by the BOCC that the applicant
can meet the floodplain requirements and can mitigate water
2
quality problems associated with construction of the bridge
as outlined in the memo from the Environmental Health
Department dated 5/15/85.
2. The access road to the site shall be developed in accordance
with the suggestion made by Nick Lampiris in his letter
dated 3/18/85 and the attached map.
3. The dwelling shall be located within the envelope as
indicated on the plat submitted with the application.
4. Prior to the issuance of a building permit, a site specific
soils study shall be done by a professional engineer to
insure proper foundation design.
5. Prior to issuance of a building permit, the applicant shall
obtain a well permit (for the spring) from the Division of
Water Resources.
6. The applicant shall obtain a driveway access permit from the
County Engineer prior to the issuance of building permit.
7. The applicant shall designate a fishing easement within the
water of Snowmass Creek and a minimum of 5 feet above high
water line. This easement shall be noted on the plat and be
submitted to the Planning Office prior to issuance of a
building permit.
The Planning Office recommends approval of the 1041 special review for
fault hazards and floodplain concerns with the above conditions as
outlined by the Planning Commission with the following amendment to
Condition #1.
1. The applicant shall
associated with the
by the Environmental
mitigate any water quality problems
construction of the bridge as outlined
Health Department memo dated 5/15/85.
CH.38
3
070.0
MEMORANDUM
TO: Pitkin County Planning and Zoning Commission
FROM: Cynthia M. Houben, Planning Office
RE: Throm 1041 Special Review
DATE: May 21, 1985
REOUEST: 1041 Geologic Hazards (Faults) and Floodplain Special Review
APPLICANT: Bob Throm
LOCATION: Section 34 and 35, Township 9 S, Range 86 W; located
approximately 10 miles South of the Snowmass Conoco Station on Snowmass
Creek (County Road 11).
SITE DATA: The site is 35 acres in size and is a pre- existing metes
and bounds lot.
WATER: Proposed use of a spring.
SEWER: Proposed individual sewage disposal system.
ACCESS: Off County Road #11 ( Snowmass Creek Road) and over a proposed
bridge.
EXISTING ZONING: RS -30 PUD.
ADJACENT ZONING: RS -30 PUD.
I. DESCRIPTION OF THE PROPOSAL
The site is designated on the CSU Hazard Maps as being within the
100 year floodplain and having potential geologic fault concerns.
A. Site Description: The site is currently vacant and consisting
of varrying terrain. The parcel has steep slopes along its
northside adjacent to the County Road. It becomes less
steep going south along the County road and opens up into flat
lands along Snowmass Creek. The steepness of the slopes
increase as you cross the creek and head east.
B. Project Description: The applicant proposes to develop the
parcel with one single family homesite and to construct a
bridge over the 100 year floodplain as a p- , rtion of the
access to the site. Nick Lampiris, a consulting geologist
studied the site and submitted a letter dated March 15,1985
indicating that from the standpoint of geology the site
is excellent for development of a single family dwelling.
The faults identified in the area have been inactive for
thousands of years. He recommends that there be at least a
20' setback from the steep slopes and that a site specific
soils study be done to insure proper foundation design. He
also suggests that the proposed access road could be better
aligned to the north of the ridge to prevent the need for a
cut and fill situation.
II. MAJOR ISSUES AND CONCERNS
A. REFERRAL AGENCY COMMENTS
1. Environmental Coordinator - In a memo dated 4- 30 -85, Mark
Fuller explained that based on material in the application
he does not anticipate any unmitigable impacts. He
recommends that the road be relocated to the north to
avoid a cut and fill situation. Mr. Fuller also
recommends a fishermans access easement be obtained.
2. Division of Water Resources - In a memo dated 5 -8 -85
the Division of Water Resources indicated that they can
issue a domestic well permit for development of the
spring.
3. County Environmental Health Department - In a memo
dated 5- 15 -85, Bob Nelson indicates that a conventional
waste water disposal system is feasible on the site. He
notes that the water quality will be impacted during
bridge construction and that measures should be taken to
mitigate this problem.
4. County Engineering Department - In a memo dated 5 -15-
85, Tom Newland notes that the weight and height
restrictions of the proposed bridge structure were
found to be adequate. He notes that there may, however,
be a problem with the length of the bridge in that it
does not fully span the flood hazard area. Additional
information will be required of the applicant prior to
any final decisions regarding floodplain hazards.
B. STAFF COMMENTS
1. The Planning Commission may make a determination
regarding the 1041 geologic faults concerns. However,
Section 6 -6.1 (b) of the Code indicates that final
decisions regarding floodplain issues must be approved
by the BOCC.
2. The siting of the proposed dwelling is clearly outside
of any 1041 fault or floodplain hazard area.
3. The suggestion by Nick Lampiris to relocate the access
road around the north side of the ridge, as shown on
the plat, should be adhered to.
4. The site is located in a rural area with several large
homes in the immediate vicinity. The proposed 2800
sq.ft. foot home is not appropriate for the area. The
proposed building site is well shielded from the County
Road by large Evergreen trees. It is to be located
approximately 1200' off the County Road.
5. Overhead powerlines are currently located on the
parcel. The floodplain maps indicate a powerline
extension lies within approximately 100' of the proposed
dwelling.
The applicant proposes to cross the floodplain with a
64' bridge. The County Engineering Department questions
the length of the bridge relative to the width of the
floodplain in the area where the bridge is proposed.
The applicant has submitted engineered drawings of the
proposed bridge, however, the Planning Office and
Engineering Department feel additional information is
needed prior to a final determination regarding potential
hazards within the floodplain. In general, the Planning
Office and the Engineering Department feel that a
bridge can be constructed to meet floodplain requirements
at the site. The specifics of the location and design,
however, must be confirmed prior to any approvals.
RECOMMENDATION:
The Planning staff recommends that you
of the 1041 special review with regards
and placement of the proposed dwelling
recommend to the Board approval
to the fault hazards concerns
with the following conditions:
��ZIINIZ
The applicant shall supply adequate information indicating
conformance with the floodplain regulations, Section 5 -402.2
of the Land Use Code. Final approval for the homesite shall
be contingent on the finding by the BOCC that the applicant
can meet the floodplain requirements and can mitigate water
quality problems associated with construction of the bridge
as outlined in the memo from the Environmental Health
Department dated 5- 15 -85.
2.
The access road to the site shall be developed in accordance
with the suggestion
made by Nick Lampiris in his letter
dated
3 -18 -85 and the
attached map.
3.
The dwelling
shall be
located within the envelope as indicated
on the
plat submitted
with the application.
4.
Prior
to the issuance
of a building permit, a site specific
soils
study shall be
done by a professional engineer to
insure
proper foundation
design.
5.
Prior
to issuance of
a building permit, the applicant shall
obtain
a well permit
(for the spring) from the Division of
Water
Resources.
6.
The applicant shall obtain a driveway access permit from the
County Engineer prior to the issuance of building permit.
The applicant shall designate a fishing easement within the
water of Snowmass Creek and a minimum of 5' above high
waterline. This easement shall be noted on the plat and be
submitted to the Planning Office prior to issuance of a
building permit.
000010
MEMORANDUM
YRUM :
Pitkin County Planning and Zoning Commission
Cynthia M. Houben, Planning Office
RE: Throm 1041 Special Review { •u i n L' - a{'ki 61 JA - A? /
DATE: Ma ? iit(.e --
21, 1985 s+qc
May G 1 60 14,J
LSt CcrLF.•
----------------------------------
jfa utC .
REQUEST: 1041 Geologic Hazards (Faults) and Floodplain Special Review
APPLICANT: Bob Throm
LOCATION: Section 34 and
35, Township 9 S, Range 86 W;
located
approximately 10 miles South
of the Snowmass Conoco
Station on
Snowmass
Creek (Comity Road 11).
SITE DATA: The site is 35
acres in size and is a
pre- existing
metes
and bounds lot.
WATER: Proposed use of a spring.
U'" o �'� `� "}
C.
' ! S jor
SEWER: Proposed individual
sewage disposal system.
ACCESS: Off County Road #11
(Snowmass Creek Road)
and over a
proposed
bridge.
EXISTING ZONING: RS -30 PUD.
ADJACENT ZONING: RS -30 PUD.
I. DESCRIPTION OF THE PROPOSAL
The site is designated on the CSU Hazard Maps as being within the
100 year floodplain and having potential geologic fault concerns.
A. Site Description: The site is currently vacant and consist"
of varrying terrain. The parcel has steep slopes along its
northside adjacent to the County Road. It becomes less
steep going south along the County road and opens up into flat
lands along Snowmass Creek. The steepness of the slopes
increase as you cross the creek and head east.
B. Project Description: The applicant proposes to develop the
parcel with one single family homesite and to construct a
bridge over the 100 year floodplain as a p rtion of the
access to the site. Nick Lampiris, a consulting geologist
studied the site and submitted a letter dated March 15,1985
indicating that from the standpoint of geology the site
is excellent for development of a single family dwelling.
The faults identified in the area have been inactive for
thousands of vears. He recommends that there be at least a
20' setback from the steep slopes and that a site specific
soils study be done to insure proper foundation design. He
also suggests that the proposed access road could be better
j aligned to the north of the ridge to prevent the need for a
cut and fill situation.
II. MAJOR ISSUES AND CONCERNS
A. REFERRAL AGENCY COMMENTS
1.
000011
Environmental Coordinator - In a memo dated 4- 30 -85, Mark
Fuller explained that based on material in the application
he does not anticipate any unmitigable impacts. He
recommends that the road be relocated to the north to
avoid a cut and fill situation. Mr. Fuller also
(J0 t_
recommends a fishermans access easement be obtained.
2. Division of Water Resources - In a memo dated 5 -8 -85
the Division of Plater Resources indicated that they can
issue a domestic well permit for development of the
spring.
3. County Environmental Health Department - In a memo
dated 5- 15 -85, Bob Nelson indicates that a conventional
waste water disposal system is feasible on the site. He
notes that the water quality will be impacted during
bridge construction and that measures should be taken to
mitigate this problem.
4. County Engineering Department - In a memo dated 5 -15-
85, Tom Newland notes that the weight and height
restrictions o th e pro posed bridge structur were
found to be ade He notes �haE t eFi re may, ee_r,
be a problem with the length of the bridge in that it
does not fully span the flood hazard area. _ Additional —
- - - - -
information w171 be required -of- "-the a appli - cant p n orEo
-- — - - - --
_ _ _ hazards
any final ecisons_ regarding floodpl
B. STAFF COMMENTS t
1. The Planning Commission may make a determination /'" . ,
regarding the 1041 geologic faults concerns. Hoo: ever, I r �
Section 6 -6.1 (b) of the Code indicates that final
decisions regarding floodplain issues must be approved
by the BOCC. ',Ha_�L
�;reG -ems
2. The siting of the proposed dwelling is clearly outside
of any 1041 fault or floodplain hazard area.
3. The suggestion by Nick Lampiris to relocate the access
road around the north side of the ridge, as shown on
the plat, should be adhered to.
4. The site is located in a rural area with several large
homes in the immediate ,vicinity. The proposed 2800
sq.ft. foot home is not //appropriate for the area. The
r proposed building site is well shielded from the County
Road by large Evergreen trees. It is to be located
approximately 1200' off the County Road. _,
5. Overhead powerlines are currently 'located on the
parcel. The floodplain maps indicate a powerline
extension lies within approximately 100' of the proposed
dwelling.
6. The applicant proposes to cross the floodplain with a
64' bridge. The County Engineering Department questions
the length of the bridge relative to the width of the
floodplain in the area where the bridge is proposed.
The applicant has submitted engineered drawings of the
proposed bridge, however, the Planning Office and
Engineer- ing_Department feel - additional information is
needed prior to a final determination regarding potential
hazards within the floodplain. In general, the Planning
Office and the Engineering Department feel that a
bridge can be to meet floodplain requirements
at the site. The specifics of the location and design,
- however, must be" confirmed prior to any approvals.
RECOMMENDATION:
The Planning staff recommends that Xou rec ommend t o the Board approval
of the 1041 special review with regards to the fault - hazards concerns
and placement of the proposed dwelling with the following conditions:
E
000012
The applicant shall supply adequate information indicating
conformance with the floodplain regulations, Section 5 -402.2
of the Land Use Code. Final approval for the homesite shall
be contingent on the finding by the BOCC that the applicant
can meet the floodplain requirements and can mitigate water
quality problems associated with construction of the bridge
as outlined in the memo from the Environmental Health
Department dated 5- 15 -85.
2. The access road to the site shall be developed in accordance
with the suggestion made by Nick Lampiris in his letter
dated 3 -18 -85 and the attached map.
3. The dwelling shall be located within the envelope as indicated
on the plat submitted with the application.
4. Prior to the issuance of a building permit, a site specific
soils study shall be done by a professional engineer to
insure proper foundation design.
5. Prior to issuance of a building permit, the applicant shall
obtain a well permit (for the spring) from the Division of
Water Resources.
6. The applicant shall obtain a driveway access permit from the
County Engineer prior to the issuance of building permit.
7. The applicant shall designate a fishing easement within the
water of Snowmass Creek and a minimum of 5' — lT5've RT`gE
waterline. This easement shall be noted on the plat and be
submitted to the Planning prior to of —e
Blau- i�•c7 -i-xa � •- �..,,:,:: d��,a,� /�'
8 , # �,G1
d p Saf c#
000010
ASPEN *PITKIN
ENVIRONMENTAL HEALTH DEPARTMENT
MEMORANDUfI
TO: Cindy Houben, Planning Office
PROM: Bob Nelson, Environmental Health Officer V11610
DATE: Ilay 15, 1955
^.E: Thro;:i 1041 I1azard P.evie:17
This office has completed a review of the water supply sewage
disposal and :eater quality impacts of the referenced proposal.
The spring should be properly developed and tested for bacteriol-
ogical and chemical quality, however, this should be possible.
There are no water rights presented in the application indicating
that the spring can be used for a domestic supply or that a well
can be drilled.
On -site wastewater disposal should be accomplished by a conventional
septic system. Soils in the general area are suitable and there
are no obvious pollution problems created by installing a septic
tank - absorption field.
The water quality of Snowmass Creek will be impacted during
bridge construction. This construction activity is covered by a
nationwide permit and a separate permit (404 from the U.S. Army
Corps of Engineers) required. This department would recommend
that the following. construction practices be implemented to
minimize sediment loading into the stream. Soil disturbance on
the banks should only occur during low flow periods in the fall.
All construction should be hydrologically isolated from earth
disturbance in the bridge area until soil stabilization by any of
the recormended procedures such as coffer dams, culverts and
other flog diversion structures.
BId /co /Throm
000014
130 South Galena Street Aspen, Colorado SIE01
303/925 -2020
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TO: Cil 'Oubc-n, Plannincj r)f-I
X701 P !Tk21 son,
DA' - ;,: flay 1.5, 1 °C5
RE: Thrcl:a 10�1 I�azarC -1(3view
T o f ' '
lc8 Ilas coil- '.2 rpvio%" of U!o
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Operator
�*k AMPAD 23 -000 50 SHT_ PAr
WAR Et HCIENCY0 23 -001 250 SHT. DISPENSER BOX
MEMORANDUM
�0: Cird`' �'0ober, Plinuinn, Office
FMF; ��oo l`a`'lao(f Eo?iueeciuc Mepartoeot
RE Tbr8x :cidae Suonnnnn Crock
DATE ray 15, ly85
I reviewed the rIaoa for the TOcom Ccidge aa4f, nave found the beicbt
and weight restrictions of tbe structure to he ortiofactnc`/, �`uVcvec.
there seems to be e problem with the leuotb of the bridge. ' It measures
64 feet, nbinb is not long eu^uob t0 span the I00 year floOdnlaiu at
the ?cvD8ned cr000iaC^ All abutments and supports zost be obOpn to be
out of the 100 year floo0plair to insure that the bci does not
block the channel.
be Count? "u�iueeriuy Depacbaent therefore, requires tbe applicant
to submit proof that tbe bridge obctmeu d0 in( la}' notoi6e the lOO
)/ear fIVo6nIziu before final approval czo be Ccanted. This proof can
be in - the fuca of a lattcc tcOo Lbe applicant's eucjoeec stating that
�_bio c*qoicenerL has been miet,
O0AR��
���U����
RICHARD D LAMM
Governor
of cot
FT 9d
v O
*
7 u ('+
* 1876 s
OFFICE OF THE STATE ENGINEER
DIVISION OF WATER RESOURCES
1313 Sherman Street -Room 818
Denver, Colorado 80203
(303) 866 -3581
May 8, 1985
Ms. Cindy Houben
Pitkin County Planning Office
130 S. Galena
Aspen, CO 81611
Re: Throm Hazard Review
Sec. 34, T9S, R86W
Dear Ms. Houben:
JERIS A. DANIELSON
State Engineer
We have reviewed the above referenced application for a residence on
35.01 acres. We could issue a domestic well permit for the 35.01 -acre tract
if no other wells exist on the tract. The proposed water supply is a spring.
We consider a spring to be a well requiring a permit if it has been or will be
developed.
We have no comment concerning the hazard portion of this review.
Sincerely,
Fd.x v
Hal D. Simpson, P.E.
Assistant State Engineer
HDS /JRH :ma /4711H
cc: Steve Lautenschlager
000018
MEMORANDUM
TO: CINDY HOUBEN
FROM: MARK FULLER
RE: THROM 1041 REVIEW
DATE: 4/30/85
I have not had the opportunity to visit this site, so I am not
familiar with the terrain, but based on the material in the
application, I do not anticipate it to cause any unmitigatable
impacts. The building site appears to be well outside the
floodplain, however, insufficient detail is presented on bridge
location and design to assess its physical and structural relati-
onship to the floodplain hazard. I would recommend that a
detai 1 ed bridge design be submitted for review by the bui 1 di ng
department prior to final approval. I also concur with Nick
Lampiris' recommendation that the road be relocated to the north
to avoid a cut and fill. Finally, I would request that a fisher-
man's access easement for Snowmass Creek be required of the
applicants. Please let me know if you have any questions.
000019
PUBLIC NOTICE
RE: Throm 1041 Hazard Review
NOTICE IS HEREBY GIVEN that a public hearing will be held on May
21, 1985 at a meetinq to beqin at 9:00 A.M. before the Pitkin Countv
Planning and Zc. ^.iag "� C� - ;zz Meeti,g Rcom,
506 E. Main Street, Aspen, Colorado, to consider an application
submitted by Robert & Phyllis Throm requesting approval to construct a
bridge and residence on their 35.01 acres of vacant land located on
Snowmass Creek. The parcel lies within a designated 1041 Floodplain
Hazard Area.
For further information, contact the Aspen /Pitkin Planning
Office, 130 S. Galena, Aspen, Colorado 81611 (303) 925 -2020, ext. 227.
s /Suzanne Cask
Chairperson, Pitkin County Planning
and Zoning Commission
----------------------------------------------------- ---------------
----------------------------------
Published in the Aspen Times on April 18, 1985
Pitkin County Invoice No. 29476
000020
MBMORANDOM
TO: Tom Smith, County Attorney
Tom Dunlop, Environmental Health Dept.
Mark Fuller, Environmental Coordinator
Jeris A. Danielson, Colo. Div. of Water Resources
FhDri: Cindy nouben, Planning Office
RE: Throm 1041 Hazard Review
DATE: April 16, 1985
-------------------------------------------------
Attached for your review is an application submitted by Robert &
Phyllis Throm requesting approval to construct a bridge and residence
on their 35.01 acres of vacant land located on Snowmass Creek. The
parcel lies within a designated 1041 Floodplain Hazard area.
Please review this material and return your referral comments to the
Planning Office no later than May 7, 1985, in order for this office to
have adequate time to prepare for its presentation before P &Z at a
public hearing on May 21st.
Thank you.
000021
Nicholas Lampiris, Ph.D.
CONSULTING GEOLOGIST
PO BOX 10935
ASPEN, COLORADO 81611
(303) 925 -6020
March 18, ]985
Robert Throm
Cooley Investment Co.
521 E. Hyman Ave.
Aspen, CO. 81611
Dear Mr. Throm:
1 have completed my geologic investigation of the proposed
building site near the south central portion of your property
along Snowmass Creek, I have also reviewed the 1972
geological reconnaissance of the area by Chen and Associates,
Inc.
The property lies almost entirely east of the Snowmass Creel:.
Road well up the Snowmass Creel: valley, Pitl:in County,
Colorado. More specifically, it lies in Sections 34 and 35,
T 9 S, R 86 W, 6th P.M. within the Highland Peal:: 7 1/2 minute
quadrangle.
The topography of the site, although it was viewed with
considerable snow cover, consists of an open meadow merging
with a linear ridge trending roughly north and south along
the east side of the physiographic floodplain of Snowmass
Creek. There is a steep hillside approximately 200 feet east
of the building site and a gentle Swale leading to the
Snowmass Creel valley appro;:imately 150 feet northeast of the
building site. There is a steep bank with approximately
twenty feet of relief leadino down to the floodplain about
twenty feet west of the site.
The surficlal geology of the site consists of lateral moraine
deposits which form the ridge that the proposed home will
rest on. These glacial deposits consist of unsorted silts,
sands, cobbles and boulders in an unconsolidated state. The
bedrocl formations are not visible near this site but are
probably sandstones, s.11tstones and shales of the Jurassic or
Cretaceous formations of the area. These generally dip about
45 degrees to the northeast. There is a geologic fault
mapped by Bryant (1972) which trends along the valley floor
in this area.
From the standpoint of geology, this is an excellent site for
development of a single family dwelling. The aforementioned
fault gives no indication of having moved for thousands of
years, and therefore, is considered to be inactive and not a
000022
Throm Building Site
March 18, 1985
Page Two
threat to development. There are no other potentials for
geologic hazard associated with the site as described in the
field. The setback:: from the steep bank was indicated to be
(and should be) at least twenty feet. Natural drainaqe will
not approach the building site and is minor east of the site
in the vicinity of the Swale. Obviously the site is well
above the 100 year floodplain of Snowmass Creek. The steep
hillside over 200 feet to the east cannot negatively impact
this site. Despite the excellent suitability of this site, a
soils engineering study should be performed at the site
specific level to insure proper foundation design.
It is my understandinq that water for domestic use will be
available through the development of a spring on the
property. If a well is decided upon, sufficient quantities
of potable water should be available within 75 feet of the
surface. Waste disposal in the permeable soils of the site
should be achievable through the use of a standard septic
system with accompanying leach field, but the F'itk:in county
Sanitation Engineer should be consulted for his specific
recommendations. Access to the site is not yet in, but can
be engineered with a bridge over Snowmass Creek:: and standard
techniques for road buildinq across wetland areas. The road
as shown on the accompanying map could perhaps be better
aligned by swinging north around the glacial ridge and up the
Swale as shown, thereby eliminating a cut and fill situation.
The Chen report may
If there are further
contact me.
be used as a supplement to this report.
questions, please do not hesitate to
Si ncerel y
Nicholas Lampiris
Consulting Geologist
NL /cI4
000023
- ie- W
-' lam.• �.
i
I
0"-.41
44OS
l
/-- U 5 T� ,U r ,g S - 7
000024
W •t
*,�Oject Number
Section /Parcel
Date Submitted" March 1935
pitkin cou
506 east main street
LAND USE APPLICATION aspen, colorado 81611
ITO BE COMPLETED BY THE APPLICANT:
(NAME Robert & Phyllis Throm
ADDRESS P.O. Box
5453,
Snowmass Village,
Colorado 31615
SUBDIVISION
SPECIAL REVIEW
PHONE 923 4564
(home)
925 4616 (offi
PERMIT
REVIEI
35 -acre + SUBDIVISION
tEVIEW PHASE: PRE - APPLICATION
NAME OF PROJECT
Throm
35 acre Snowmass Creek,
Pitkin County,
Colorado
AC IO
PROJECT LOCATION: (On attached sheet, locate on zoning map, showing boundaries of any
natural hazard and resource areas, any other special regulatory
districts, Section 5, Land Use Code; and locate on appropriate CSU/
ERA Maps any areas not covered by the above.)
TOTAL AREA 35.01 Acres, Legal Description attached
EXISTING USE(S) Vacant Land
PROPOSED USE(S) S nale Family Itrn�e Site
(approximate square
footage for each) tint mnre than 23005n Ft in the main trurtnr
pinc n u t b ail linger
combination garage /barn) and agricultural building of 1009 Sq. Ft. gross
RESENT ZONING OF SITE AF gn
)ESCRIPTION OF LAND USE PROPOSALTo construct a Ion struc
together with those out buildings which work in concert
15 to take place in the summer of 1936. This appli
permit to construct a bridge over Snowmass Creek in
to the proposed cabin site, and as the first phase o
TO BE COMPLETED BY THE PLANNING OFFICE
th a more simple life style, while
s. The contemplated constr
cation is r
the sprina
T Tne overa
to secure a building
ct. The application
TYPE OF APPLICATION: REZONING GROWTH MANAGEMENT
P.U.D.
P BUILDING
SUBDIVISION
SPECIAL REVIEW
EXEMPTION
PERMIT
REVIEI
35 -acre + SUBDIVISION
tEVIEW PHASE: PRE - APPLICATION
COMPLETED
GENERAL SUBMISSION
P.C.
AC IO
_ DATE
DATE
DETAILED SUBMISSION
BOARD
P.C.
ACTION
ACTION
DATE
00025
BOARD
ACTION
DATE
DATE
FINAL PLAT
BOARD
ACTION
DATF
` (J 1 i.J101A U
PITKIN COUNTY LAND USE Ar-��_ICATION FORM
SUMMAR OF FINDINGS REQUIRED BY REVIEW PHASE
Directions Any applicant for a development requiring a permit under this code shall
be responsible for showing conformance with any applicable policies of Section 2 as
listed below. The applicant shall submit those requirements necessary to show confor-
mance with these policies and the related general regulations of Section 5. Upon
submission of the application and all submission contents, the Planning Office shall
distribute same to appropriate referral agencies which shall indicate its certification
or non - certification of the proposal as being in conformance with policies and as
satisfying submission requirements and review guidelines or relevant general regulations.
Referral agencies shall also indicate whether further study in a later review phase is
required and any further recommendations or conditions, attaching comments and returning
same to the Planning Office.
LOCAL REVIEWING E TIFICATION ONOITIONS
STUDY REQUIRED POLICY FACTOR STAFF YES NO AND
INITIALS DATE RECOMMENDA-
TIONS
1. PA GS DS FP* Not inconsistant Planning
with Master Plan/ Office
Rate of Growth
2 ` PA GS DS FP
see Chen and Assoiates
soils report dA&W
3.PA G5 DS FP
Hazard & Resource Planning
Areas Office
_ Geological
Hazards
/t Floodplains
Y Riparian
Areas
Wildlife
Wildfire
Radiation
Soils /Erosion / County Ex-
_____ tension
Agent
Extractable
Resources
Mineral
Vegetable
Other
Planning
Office
* PA = Pre - Application GS = General Submission DS = Detailed Submission FP = Final Plat
0000
APIJL(IUlx b
7ITKIN COUNTY LAND USE AP1w9CATION FORM
Health
7.Pq GS DS FP Sewage Disposal Environmental
� Health
8.PA GS DS FP Noise Environmental
— — — — Health
9 P GS DS FP Air Quality Environmental
— — — — Health
IO.PA GS DS FP
Historic/
Archaeological
Resources
Historical
11.PA GS DS FP Road /Trails County
Design & Con- Engineer
struction Impact
on Road system
000027 Maintenance
Applicant has Provisions
purchased the bridge which was replaced by a new bridge constructed by Pitkin County over
Snowmass Creek in the fall of 1934. See engineering drawings for the bridge applicant is
pr c gp<in g L cnnttrurt over SnowEiaec freak
STUDY
REQUIRED
POLICY FACTOR
LOCAL REVIEWING CERTIFICATION
STAFF YES NO
INITIALS DATE
CONDITIONS
AND
RECOMMENDA-
TIONS
4.PA GS
— —
DS FP
— —
Agricultural
Conservation
Planning
Office
5 GS
DS FP
Scenic Quality
Planning
6.PA GS
�z—
DS FP
— —
Water Supply
Environmental
Health
7.Pq GS DS FP Sewage Disposal Environmental
� Health
8.PA GS DS FP Noise Environmental
— — — — Health
9 P GS DS FP Air Quality Environmental
— — — — Health
IO.PA GS DS FP
Historic/
Archaeological
Resources
Historical
11.PA GS DS FP Road /Trails County
Design & Con- Engineer
struction Impact
on Road system
000027 Maintenance
Applicant has Provisions
purchased the bridge which was replaced by a new bridge constructed by Pitkin County over
Snowmass Creek in the fall of 1934. See engineering drawings for the bridge applicant is
pr c gp<in g L cnnttrurt over SnowEiaec freak
t,A' I L' 1 U1 A U
COUNTY LAND USE APPLICATi®.. FORM
LOCAL REVIEWING CERTIFICATION CONDITIONS
STUDY REQUIRED POLICY FACTOR STAFF YES NO AND
INITIALS DATE RECOMMENDA-
TIONS
12.PA GS DS FP Drainage County Engineer
13. PA GS DS FP
Impact on County Engineer
Transportation
14.PA GS DS FP
Impact on Public
Facilities/
Services
Solid Waste
Disposal &
Collection
Fire & Police
Protection,
Response
Service
Planning Office
County Engineer
Sheriff /Fire
Dist.
Sanitary Land Fills County Engineer
Fills
Hospital Capacity Hospital Board
Library Sub-
station Site
Post Office
Substation Site
Extension of
utilities, water
Application has been made a po� s fffS extension
of Holy Cross Electrical service to the
property and easements have been granted by
applicant and their neighbor for extension(
Public shops
garages, yards
Library
Board
Postal Service
Rocky Mt.
Natural Gas
Aspen /Holy Cross LQ�
Electric, Mountain
Bell, Municipal Water
See �6rYfcW10 S and easements)
County
Manager
Recreation Sites City Recreation
Director
General Tax Cost/ County Finance
Benefit Officer
OF I'L"UTA U
` PITKIN COUNTY LAND
USE AP.-,� CATION FORM
LOCAL REVIEWING
CERTIFICATION
CONDITIONS
STUDY
REQUIRED
POLICY FACTOR
STAFF
YES NO
AND
INITIAL DATE
RECOMMENDA-
TIONS
15.PA
GS
DS
FP
Contribution to
Housing
_
_
_
Housing Stock
Coordinator
16.PA
GS
DS
FP
Man -made Hazards/
Building
_
_
_
Safety
Official
17.PA
GS
DS
FP
Wildlife
Colo. Division
Preservation
of Wildlife
18.PA
GS
DS
FP
Energy
Building
_
_
_
Conservation
Official
19.PA
GS
DS
FP
Water Resources
District Water
_
_
_
Impact
Court
2O.PA
GS
DS
FP
Final Plat
County Engineer,
_
_
_
Contents
Attorney, Planning
Office
000029
w l
LEGAL DESCRIPTION FOR TNROM 35 ACRE SNOWP1ASS CREEK PARCEL
000030
A
parcel of land being situated
in Sections 34
and 35,
Township
9 South, Range 86 West of the
6'th Principal Meridian,
Pitkin County, Colorado. Said parcel is
more fully described as
follows:
beginning
at a point whence
86 bears S
A- P. I of Trqct
04 20' 36 W
51, Town-
208747
ship 10
South,
Range Jles•
feet, thence West 2201.70feet thence
North 694.52
feet,
thence
East 220; 70 feet, thence South
694.52teet
to the
point of
beginning,
AF'f MAX b
A
Project '
Section /Parcel
Date Submitted' March 1935
pitkin county
T----- 506 east main street
LAND USE APPLICATION aspen, Colorado B1611
'0 BE COMPLETED BY THE APPLICANT:
IAME Robert & Phyllis lhrom
1DDRESS P.O. Box 5453, S nowmass Vill
) HONE 923 4564 (home) 925 4616 (offi
Colorado 31615
VAME OF PROJECT Throm 35 acre Snowmass Creek, Pitkin County, Colorado
PROJECT LOCATION: (On attached sheet, locate on zoning map, showing boundaries of any
natural hazard and resource areas, any other special regulatory
districts, Section 5, Land Use Code; and locate on appropriate CSU/
ERA Maps any areas not covered by the above.)
TOTAL AREA 35.01 Acres, Legal Description attached
EXISTING USE(S) Vacant Land
PROPOSED USE(S) Single Emily 11 01 1 1P Site
(approximate square
footage for each) flot more than 2`1005_q Ft in the mai strurture�l 1c out buildings
(combination g arage/barn) r and SIT building of 1900 Sq. Ft. gross
DESCRIPTION OF LAND USE PROPOSALTo co nstruct a log structure to be used primarly for summer,
tog ether with those out buildings which work in concert with a more simple life style, while
keeping the vast majority of the land in its present status The cont emplated constr
ils to take place in the summer of 1936. This application is made to secure a buildi
_n ,nnc �. ��ncc
to construct a brio e over JnONIadJJ
111CCM1 111 Liic al "' '- _
proposed cabin site, and as the first phase of the overall project. The application
BE COMPLETED
BY THE PLANNING OFFICE
'PE APPLICATION:
REZONING
GROWTH MANAGEMENT
OF
P.U.D.
SUBDIVISION
SPECIAL REVIEW
EXEMPTION
BUILDING PERMIT
REVIE
35 -acre + SUBDIVISION
:VIEW PHASE:
PRE - APPLICATION S-
p
p
DATE COMPLETED
DATE
GENERAL SUBMISSION
P.C. AC 110
DATE
BOARD ACTION
DETAILED SUBMISSION
P.C. ACTION
DATE
DATE
000031
BOARD ACTION
BOARD ACTION
DATE
FINAL PLAT
APPENDIX B
PITKIN' COUNTY LAND USE APPLICAT"ON FORM
SUMMARY OF FINDINGS REQUIRED BY REVIEW PHASE
Directions Any applicant for a development requiring a permit under this code shall
be responsible for showing conformance with any applicable policies of Section 2 as
listed below. The applicant shall submit those requirements necessary to show confor-
mance with these policies and the related general regulations of Section 5. Upon
submission of the application and all submission contents, the Planning Office shall
distribute same to appropriate referral agencies which shall indicate its certification
or non - certification of the proposal as being in conformance with policies and as
satisfying submission requirements and review guidelines or relevant general regulations.
Referral agencies shall also indicate whether further study in a later review phase is
required and any further recommendations or conditions, attaching comments and returning
same to the Planning Office.
LOCAL REVIEWING E TIFICATION ONDITIONS
STUDY REQUIRED POLICY FACTOR STAFF NO
AND
INITIALS DATE RECOMMENDA-
TIONS
1. PA GS DS FP* Not inconsistant Planning
_ _ with Master Plan/ Office
— — Rate of Growth
2,PA GS DS FP Hazard & Resource Planning
/ x Areas Office
_ Geological
Hazards
K Floodplains
Riparian
Areas
Wildlife
_ Wildfire
Radiation
see Chen and Assoiates Soils /Erosion / County Ex-
soils report - - - - - -- tension
Agent
3.PA GS DS FP
0 00032
Mineral
Vegetable
Extractable
Resources
Other
Planning
Office
* PA = Pre - Application GS = General Submission DS = Detailed Submission FP = Final Plat
APPENDIX B
PITKIN'COUNTY LAND USE APPLICAT` I FORM
1
LOCAL REVIEWING CERTIFICATION CONDITIONS
STUDY REQUIRED POLICY FACTOR STAFF YES NO AND
INITIALS DATE RECOMMENDA-
TIONS
4.PA
GS
DS
FP
Agricultural
Planning
Conservation
Office
5.pg
GS
DS
FP
Scenic Quality
Planning
6.PA
GS
DS
FP
Water Supply
Environmental
Z _
_
_
Health
7 P
GS
DS
FP
Sewage Disposal
Environmental
max"
Health
8.PA
GS
DS
FP
Noise
Environmental
Health
9.PA GS DS FP
Air Quality
Environmental
Health
10.PA GS DS FP
Historic/
Archaeological
Resources
Historical
11. DA GS DS FP Road /Trails County
Design & Con- Engineer
struction Impact
on Road system
Maintenance
Applicant has Provisions
purchased the bridge which was replaced by a new bridge constructed by Pitkin County over
Snowmass Creek in the fall of 1934. See engineering drawings for the bridge applicant is
APPENDIX B
COUNTY' LAND USE APPLICATION FORt`
LOCAL REVIEWING CERTIFICATION CONDITIONS
STUDY REQUIRED POLICY FACTOR STAFF NO AND
INITIALS DATE RECOMMENDA-
TIONS
12.PA GS DS FP
Drainage County Engineer
13.PA GS DS FP Impact on County Engineer
Transportation
14.PA GS DS FP Impact on Public Planning Office
Facilities/
— — — — Services
Solid Waste County Engineer
— — — — Disposal &
Collection
Fire & Police Sheriff /Fire
_
— — — Protection, Dist.
Response
Service
_ Sanitary Land Fills County Engineer
— — — Fills
Hospital Capacity Hospital Board
Library Sub- Library
station Site Board
Post Office Postal Service
_
— — — Substation Site
I i
u E
Extension of R
Rocky Mt.
of Holy ross Bell, Municipal Water
property and easements have been granted by &
applicant and their neighbor for extension(See W ffckWo s and easements)
_ Public shops County
garages, yards Manager
Recreation Sites
City Recreation
Director
General Tax Cost/ County Finance
— — — — Benefit Officer
000034
APPENDIX B
PITKIN•COUNTY LAND USE APPLICAT FORM
LOCAL REVIEWING ERTIFICATION CON
STUDY REQUIRED POLICY FACTOR STAFF YES ITIAL DATE RECOMMENDA-
TIONS
15.PA GS DS FP Contribution to Housing
Housing Stock Coordinator
16.PA GS DS FP Man -made Hazards/ Building
Safety Official
17. PA GS DS FP Wildlife Colo. Division
Preservation of Wildlife
18. PA GS DS FP Energy Building
Conservation Official
19.PA GS DS FP Water Resources District Water
Impact Court
2O.PA GS DS FP Final Plat County e Engineer,
anning
Contents
— — — — Office
000035
LEGAL DESCRIPTION FOR TNROM 35 ACRE SNOWMASS CREEK PARCEL
A parcel of land being situated in Sections 34 and 35,
Township 9 South, Range 86 West of the 6'th Principal Meridian,
Pitkin County, Colorado. Said parcel is more fully described as
follows: be inning at a point whence 4 P. 1 of Trpct 51, Town-
ship 10 South, Range 86 ryes' bears S 04° 20' 36 W 2087.47
feet, thence West 2201.70feet, thence North 694.52 feet,
thence East 220.70 test, thence South 694.52teet td the
point of beginning.
000036
-- �,
`. ■ r ' ri
ir
Orr
��®
I
)N, IM
I I \ ...,,
oct ohe.r 12, 1984
koher1 H. Throm
P.o. Box 5458
:;nowm,isti Vly, ('tl 1{1615
New overhead electrical power line to
new homestte in Section 34 -35, T9S,
R86W of the 6th P.M., Pitkin County, Colorado.
Dear Robert:
wt- completed a design and cost estimate for providing
e l e c t n c service to the above mentioned project.
holy Cross Electric estimates that the cost of construction will
he as follows:
Total estimated cost of overhead
construction $ 2,000.00
Holy Cross Electric investment secured
by enclosed monthly minimum revenue
contract ( 2,000.00 )
Payment required before starting work
on the project $ 0
The above figure is only an estimate. After the job has been
completed, the actual cost of construction will be determined.
Your monthly minimum revenue contractual amount will be adjusted
to reflect Holy Cross Electric's actual investment. Execution of
this document constitutes agreement to sign a new monthly minimum
revenue contract with the adjusted amount in a timely manner.
our power facilities must be installed on an easement. Please
execute and return the enclosed document.
The following conditions are hereby noted:
1. secondary voltage available will be 120/240, single- phase.
2. secondary facilities shall be installed in accordance with
National Electrical Code and Holy Cross Electric speciti-
catlon.. All meter locations must be approved. Any service
over 200 amps or 240 volts must have prior written approval
I" Holy ('rocs Electric.
i. It will be your responsibility to install an acceptable
secondary riset on the pole and extend underground secondary
000038
f
Robert H. Throm
Page 2
October 12, 1984
s
conductors in conduit to points of power usage. Disconnect
requirements and location must be approved by Holy Cross
Electric.
4. There is no provision in our estimate for revegetation. It
is preterred that revegetation, if required, be provided by
parties other than Holy Cross Electric.
5. We attempt to complete all projects in a timely manner.
However, highest priority is given to maintaining service to
our existing consumers. This fact, along with inevitable
construction delays, will not allow us to guarantee a
project completion date.
6. All Holy Cross Electric rules and regulations will be
tollowed.
7. The above mentioned cost estimate does not include connect
tees or meter deposits, if required. Arrangements for
payment of these items and for scheduling the actual meter
installation should be made through the local Holy Cross
Electric office.
When Holy Cross Electric is in receipt of the signed monthly
minimum revenue contract, all necessary executed easements, other
permits, if required, and the signed original of this letter
agreement (below), the job can be scheduled for construction.
Sincerely,
H OLY CROSS ELECTRIC ASSOCIATION, INC.
Bob Ballinger, Staking Engineer
BB: lsz
cc :Jobg 84- 10 551:77- 34:Throm, Bob
Snowmass Creek
The above terms and conditions
are agreed to and accepted
TITLE:
DATE : K cig.'c 7!1 l `I t4
t
000039
r
HOLY CROSS ELECTRIC ASSOCIATION, INC.
RIGHT -OF -WAY EASEMENT
KNOW ALL MEN BY THESE PRESENTS, that the undersigned,
ANTONY /WILLIAMS OF SANTA FE, INC.
(hereinafter called "Grantor "), is the Owner of the following described
land situate in the County of Pitkin State, State of Colorado, described as
follows:
A parcel of land situated in Sections 34, 35, Township 9 South,
Range 86 West of the 6th P.M. as more fully described in Book
455, Page 764, of the Pitkin County Courthouse, Aspen, Colorado.
For a good and valuable consideration, the receipt whereof is hereby
acknowledged, Grantor does hereby grant unto HOLY CROSS ELECTRIC
ASSOCIATION, INC., a cooperative corporation whose post office address is
P.O. Drawer 250, Glenwood Springs, Colorado (hereinafter called "Grantee ")
and to its successors and assigns the right to construct, reconstruct,
enlarge, operate, maintain and remove an electric transmission or
distribution line or system, within the above mentioned lands, upon an
easement described as follows:
An easement twenty (20) feet in width being ten (10) feet on either
side of the following described centerline: Beginning at a point on
the southerly property line whence the southwest property corner bears
N. 90 0 00' W. 551.7 feet; thence N. 08 0 12' W. 624.0 feet to point No.l;
thence N. 89 0 38' E. 276 feet to the true point of beginning; thence N.
49 °38' E. 145 feet to property line.
Right is also granted to place anchors with guy wires outside of said
easement.
Right of ingress and egress across lands of Grantor is also granted
only to the extent required to reach above - described easement.
And, in addition, Grantor hereby grants to Grantee, and to its successors
and assigns, the right to clear all trees and brush, by machine work or
otherwise, within said easement, and the further right to trim trees, even
though outside of said eaement, which are tall enought to strike the wires
in falling. No trees outside the easement may be cut or cleared without
consent of grantor.
Grantor agrees that all poles, wire and other facilities installed by
Grantee on the above described lands, shall remain the property of Grantee,
and shall he removable at the option of Grantee.
Grantor covenants that it is the owner of the above described lands and
that the said lands are free and clear of encumbrances and liens of
whatsoever character, except those held by the following:
Mortage from Granter to First National Bank of Aspen, dated
recorded in the records of Pitkin County, Colorado.
TO HAVE AND TO HOLD, said right -of -way and easement, together with all and
singular, the rights and privilegs appertaining thereto, unto Grantee, its
successors and assigns, forever.
IN WITNESS WHEREOF, Gran or has caused these presents to be duly executed
on this rCr day of ,{ r rYi�cUt/ 1984.
ATTEST: // ANTONY /NIL AM OF SANTA FE, INC.
By l .�I.C.1X C/, i 1�
TI TLE: Y1.i4�lQL\
STATE OF COLORADO )
ss.
COUNTY OF 1
The foregoing instrument was �knowledged etore me this �� day of
�1 1984 by �,g �r�f as
- V? and as
for ANTONY/WILLIAMS OF SANTA FE, INC.
Witness my hand anI OZ seal.
My Commission Expires: 7 -k5-
Notary Public
Address
144 S , olu
(Job# 10551:77-- 34,35:Snowmass Creek /THROM, Bob)
Rcception No.. 4t:
Recorded at ........
...-- ................ Recor
BOO.H.
..... ^7
............. ............................... .
V
THIS DEED, Made this day of July ,
1984 ,between Citicorp Venture Capital Ltd., formerly
known as FNCB Capital Corporation
a corporation duly organized and existing under and by virtue of the laws
of the State of New York of the first part, and Robert H. Throm
and Phyllis A: Throm, as joint tenants, whose legal
address is P. 0. Box 5458, Snowmass Village, Colorado
81615
of the County of Pitkin and State of
Colorado of the second part:
Recorder's Stamp
r _
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n
1
fV M W
w m >
0 =
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CD
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WITNESSETH, That the said party of the first part, for and in consideration of the sum of One Hundred
Ninety -five Thousand and no /100 ($195,000.00) DOLLARS,
to the said party of the fiat part in hand paid by the said Part ies of the second part, the receipt whereof is here-
by confessed and acknowledged, bath granted, bargained, sold and conveyed, and by these presents doth grant, bar.
gain, sell, convey and confirm unto the said parties of the second part, their heirs, and assigns for-
ever, all of the following described lot or parcel of land, situate, lying and being in the
County of Pitkin and State of Colorado, to wit:
See Exhibit A attached hereto and incorporated
herein by this reference
STATE DOCUMENTARY FEE
JUL 1 S 1984
TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise
appertaining, and the reversion or reversions, remainders, rents, issues and profits thereof; and all the estate,
right, title, interest, claim and demand whatsoever of the said party of the first part, either in law or equity, of, in
and to the above bargained premises with the hereditaments and appurtenances.
TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances unto the
said part ies of the second part their heirs and assigns forever. And the said Citicorp
Venture, Ltd.
party of the first part, for itself,
and its successors, doth covenant, grant, bargain, and agree to and with the said part ies of the second part,
their heirs and assigns, that at the time of the ensealing and delivery of these presents it is well
seized of the premises above conveyed, as of a good, sure, perfect, absolute and indefeasible estate of inheritance, in
law, in fee simple, and bath good right, full power and lawful authority to grant, bargain, sell and convey the same
in manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains,
sales, liens, taxes, assessments and incumbrances of whatever kind ornature soever; except for those
items set forth on Exhibit B attached hereto and incorporated herein by this
reference
and the above bargained premises in the quiet and peaceable possession of the said part ies of the second part
their heirs and assigns, against all and every person or persons lawfully claiming or to claim the whole
Dr-any part thereof, the said party of the first part shall and will WARRANT AND FOREVER DEFEND.
IN "WITNESS WHEREOF, The said party of the first part bath caused its corporate name to be hereunto
ap154 lljed b President, and its corporate seal to be hereunto affixed, attested by its
'• 9e4 *tary� b d a d y t above written.
A�tesE' Citicorp Venture Capital Ltd., formerly
m... — .... . ......... . .. .... ....... ......... . ........ _ .............. _ . _... known as FNCB Capital Corporation
........ ..........................._...
o S=n),ey Nitz urg s «r<e.n.
-ti
U ....:. - .._..
t. NEW YORK Peter G. Gerry - -�IduC
STATE OF �,
..... -. ..... _ ...................County oL ... ...... :... �..............�
i
The foregoin instrument was acknowledged before me this !- day of July
19 84 , by r '1 /ir /i as President and
, 'i. ta ��,.r,i -r as no g �Secretary of
Citicorp Ventr e'G� il``yt formerly known as FNCB Capital 94,99 kten ion.
My notarial commission expires No 3P - 36639 +$ w York
�. llualifled in Na r
Witness my hand and officials al. pmli cafe In I(led In ssau N¢W youk loon
t. �+vlsslon Expires Mar 30
i
• 1985
.. ... .............................. .....
N
otaq P
No. 49B. WARRANTY DEED — Corporal... n,ndf.rd PWiehinu Cn, la ?A -/e Stout Str.et. Denver, Colorado —7_74
000041
Book 460 olmr750
EXHIBIT A TO WARRANTY DEED
FROM CITICORP VENTURE CAPITAL LTD.
TO ROBERT H. THROM AND PHYLLIS A. THROM
A parcel of land being situated in Sections 34 and 35,
Township 9 South, Range 86 West of the 6th Principal Meridian,
Pitkin County, Colorado. Said parcel is more fully described as
follows:
Beginning at a point whence A.P. 1 of Tract 51, Township 10
South, Range 86 W bears S 04 0 20 1 37" W 2087.47 feet, thence W
2201.70 feet, thence N 694.52 feet, thence E 2201.70 feet,
thence S 694.52 feet to the point of beginning.
Together with the following described water and water
rights, ditches and ditch rights appertaining to or used in con-
nection with the foregoing real property:
(1) 0.175 cfs of water out of the Powell- McKenzie Ditch
bearing priority No. 123AA, having an appropriation date of
June 1, 1885, an adjudication date of December 29, 1903 and
deriving its water from Snowmass Creek located in Pitkin County,
Water District No. 38, State of Colorado.
(2) 0.175 cfs of water out of the Christensen No. 1 -436
Ditch, bearing priority No. 620, having an appropriation date of
October 3, 1950, an adjudication date of October 24, 1952 and
deriving its water from Snowmass Creek located in Pitkin County,
Water District No. 38, State of Colorado. The aforesaid water
right is also subject to the provisions, conditions and limita-
tions contained in that certain Decree dated October 30, 1973,
entered in Application No. W -101 in the District Court in and for
Water Division No. 5, State of Colorado, as the same water right
is described therein, said water right being a portion of 7.5 cfs
which is the subject of the Decree.
The aforesaid water rights are being conveyed without war-
ranty of title by party of the first part.
000042
I
0
Booth 459 PA051
EXHIBIT B TO WARRANTY DEED
FROM CITICORP VENTURE CAPITAL LTD.
TO ROBERT H. THROM AND PHYLLIS A. THROM
1. 1984 ad valorem taxes and assessments;
2. The effect of inclusion in any general or specific water
conservancy, fire protection, soil conservation or other
district or inclusion in any water service or street
improvement area;
3. Right -of -way for ditches or canals constructed by the
authority of the United States, as reserved in United States
Patent recorded May 19, 1938 in Book 167 at page 42 as
Reception No. 89663;
4. Rights to all coal and other minerals, together with the
right to prospect for, mine and remove the same as set out
and reserved in the United States Patent recorded May 19,
1938 in Book 167 at page 42 as Reception No. 89663;
5. An undivided one - quarter interest in all minerals as
reserved by Albert Perry Christensen, also known as A. Perry
Christensen, Helen D. Christensen, David E. Christensen,
also known as David Earl Christensen, and Betty Christensen,
also known as Betty Ruth Christensen, as their interests may
appear, as set out in Warranty Deed recorded October 29,
1968 in Book 237 at page 17 as Reception No. 132830;
6. Covenants, conditions and restrictions (re: ditch reloca-
tion;and mineral development) as set out in Warranty Deed
recorded December 30, 1968 in Book 238 at page 549 as Recep-
tion No. 133584.
7. Perpetual easement one hundred (100) feet in width lying
fifty (50) feet on each side of the centerline of Snowmass
Creek for the full distance that said Snowmass Creek tra-
verses the property for the use and beneift of anglers and
for the installation and maintenance of utility lines and
pipes for, but not limited to, water, gas, sewer, telephone
and electric service as set out and reserved in Warranty
Deed 'recorded September 19, 1973 in Book 279 at page 821 as
Reception No. 162432.
8. Any easement created by virtue of a proposed reservoir cur-
rently known as Powell- McKenzie Reservoir as set out in War-
ranty Deed recorded September 19, 1973 in Book 279 at
page 821 as Reception No. 162432.
9. Right -of -way of unidentified county road ( Snowmass Creek
County Road) as it affects the property.
000043
a =1 r
?F o
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C�
e corporation duly organized and existing under and by virtue of the laws �
ofthe Stateof Colorado
of the first part, and � ;o co
FNCB CAPITAL CORPORATION o r n>-
y oz
= zm
rn
m
a corporation duly organized and existing under and by virtue of the laws S A
ofthe Stateof New York , ofthesecondpart,
whoselegal address is 399 Park Avenue, New York, New York 10043
WITNESS, That the said party of the first part, for and in consideration of the sum of Ten Dollars L
and other good and valuable considerations idLhl k,'ii
to the said party of the first part in hand paid by the said party of the second part, the receipt whereof is hereby
confessed and acknowledged, has remised, released, sold, conveyed and QUIT CLAIMED, and by these presents does
remise, release, sell, convey and QUIT CLAIM unto the said party of the second part, its successors and assigns forever, j
all the right, title, interest, claim and demand which the said party of the first part has in and to the following described
LOT OR PARCEL OF LAND situate, lyingand being in the County of P i tki DOCUMENTARY HE
and State of Colorado, to wit: ,
SEE EXHIBIT A attached hereto and PA i,Q8f1
incorporated herein by this reference. iJ-,
The purpose of this deed is to correct an erroneous
the legal description of the first parcel described
(deed from Aspen International Properties, Inc. to F
Irecorded September 19, 1973 in Book 279 at Page 821
'Clerk and Recorder for Pitkin County, Colorado.
......:....
call contained i
in that certain
NCB Capital Corporiation
of the records ofilthe
is
also known as street and number
j TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto i
belonging, or in anywise thereunto appertnining, and all the estate, right, title, interest and claim whatsoever, of the
„
said party of the first part, either in law or equity, to the only proper use, benefit and behalf of the said party of the j
„ second part. Its successors and assigns forever.
IN WITNESS WHEREOF, The said party of the first part has caused Its corporate name to be hereunto
subscribed by its President, and its corporate seal to be hereunto affixed attested by its
Secretary, the day and year first above written.
II
Attest: _.__ ASPEN INTERNATIONA PROPERTIES, Iii C.
Secretory Prex,dent.
SEAL This Correction Deed is being re- recorded to correct an erroneous call
contained herein and, further, to correct the aforementioned deed
recorded in Book 279 at page 821. The erroneous call corrected hereby is
that lined -out on the attached Exhibit A and the correct call is that
interlineated as s hown on said Exhibit A.
'I
j STATE OF COLORADO,
� sti
County of �d''� S ,t • . ,
j The foregoing Instrument was acknowledged before me this day of
19 64 by as --ff8Je President and
its Secretary of
ASPEN INTERNATIONAL PROPERTIES, INC.
a corporation. j
Myconlmissionexpiresy l.ui 6 1162
Witness my hand and off c seal.
STATE DOCUMENTARY FEE
JUL 1 1 984
tN�:• , —�
L
Notary Nbh,
Address: 2K. �
40 /1�y/6=44 90,a33
No. 825.1113 IT CLAIM UEED. Corponlion In Curynn lion.— Bndfurd Nbh,h,n,. 5,15 W 616 N<. Lukcruud, CU,O$ 14— (303)2336900 -663
FITITIT, "M
N
CIl
CD
Ul
.ta
1��
. _ -j 1984,
Recorded al_
^
O'clock __._ M , .____ _.— __••- �.__.___._.____
--
�30�va
Reception No.
•
--
— --
L
- - -
CORRECTION
DEED
•'�li
±I '
Recorder's Stamp
THIS DEED, Made this
�3
dayof Flab -U_- -
i' 19 84 ,between ASPEN
INTERNATIONAL PROPERTIES, INC .
469 P4GE
a =1 r
?F o
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C�
e corporation duly organized and existing under and by virtue of the laws �
ofthe Stateof Colorado
of the first part, and � ;o co
FNCB CAPITAL CORPORATION o r n>-
y oz
= zm
rn
m
a corporation duly organized and existing under and by virtue of the laws S A
ofthe Stateof New York , ofthesecondpart,
whoselegal address is 399 Park Avenue, New York, New York 10043
WITNESS, That the said party of the first part, for and in consideration of the sum of Ten Dollars L
and other good and valuable considerations idLhl k,'ii
to the said party of the first part in hand paid by the said party of the second part, the receipt whereof is hereby
confessed and acknowledged, has remised, released, sold, conveyed and QUIT CLAIMED, and by these presents does
remise, release, sell, convey and QUIT CLAIM unto the said party of the second part, its successors and assigns forever, j
all the right, title, interest, claim and demand which the said party of the first part has in and to the following described
LOT OR PARCEL OF LAND situate, lyingand being in the County of P i tki DOCUMENTARY HE
and State of Colorado, to wit: ,
SEE EXHIBIT A attached hereto and PA i,Q8f1
incorporated herein by this reference. iJ-,
The purpose of this deed is to correct an erroneous
the legal description of the first parcel described
(deed from Aspen International Properties, Inc. to F
Irecorded September 19, 1973 in Book 279 at Page 821
'Clerk and Recorder for Pitkin County, Colorado.
......:....
call contained i
in that certain
NCB Capital Corporiation
of the records ofilthe
is
also known as street and number
j TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto i
belonging, or in anywise thereunto appertnining, and all the estate, right, title, interest and claim whatsoever, of the
„
said party of the first part, either in law or equity, to the only proper use, benefit and behalf of the said party of the j
„ second part. Its successors and assigns forever.
IN WITNESS WHEREOF, The said party of the first part has caused Its corporate name to be hereunto
subscribed by its President, and its corporate seal to be hereunto affixed attested by its
Secretary, the day and year first above written.
II
Attest: _.__ ASPEN INTERNATIONA PROPERTIES, Iii C.
Secretory Prex,dent.
SEAL This Correction Deed is being re- recorded to correct an erroneous call
contained herein and, further, to correct the aforementioned deed
recorded in Book 279 at page 821. The erroneous call corrected hereby is
that lined -out on the attached Exhibit A and the correct call is that
interlineated as s hown on said Exhibit A.
'I
j STATE OF COLORADO,
� sti
County of �d''� S ,t • . ,
j The foregoing Instrument was acknowledged before me this day of
19 64 by as --ff8Je President and
its Secretary of
ASPEN INTERNATIONAL PROPERTIES, INC.
a corporation. j
Myconlmissionexpiresy l.ui 6 1162
Witness my hand and off c seal.
STATE DOCUMENTARY FEE
JUL 1 1 984
tN�:• , —�
L
Notary Nbh,
Address: 2K. �
40 /1�y/6=44 90,a33
No. 825.1113 IT CLAIM UEED. Corponlion In Curynn lion.— Bndfurd Nbh,h,n,. 5,15 W 616 N<. Lukcruud, CU,O$ 14— (303)2336900 -663
FITITIT, "M
N
CIl
CD
Ul
.ta
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A parcel of land being situated in Sections 34 and 35,
Township 9 South, Range 86 West of the 6'th Principal Meridian,
Pitkin County, Colorado. Said parcel is more fully described as
follows: beginning at a point whence A. P. 1 of Trpct 51, Town-
ship 10 South, Range 86 .ves• bears S 04 20' 36 W 208747
feet, thence West 2201.70 feet, thence North 694.52 feet,
thence East 2201.70 test. thence South 694.52teet td the
point of beginning.
000045
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BANNER
i.
July 1, 1985
Aspen, CO 81611
RE: Snowmass Creek Backwater Analysis
Mr. Robert Throm
521 East Hyman
Dear Mr. Throm:
"No development... or alteration of any portion of the
floodplain shall be permitted which in time of flooding
would... impare the flow or storage capacity of a floodplain
so as to cause foreseeable damage to others either within or
outside of the floodplain boundaries."
The intent of this regulation is to insure that any proposed
structure built within a floodplain be designed and constructed
to prevent damage or impact to adjacent properties.
The following is an analysis of the probable impacts on the
stream hydraulics and floodplain area around your proposed bridge
across Snowmass Creek.
This report was prepared to satisfy the requirements of Section
5 -402 of the Pitkin County Land Use Code. Within that
regulation, sub - paragraph (a)(5) is the critical area of concern
relative to this project:
With respect to the proposal at hand, the impacts associated with
the construction of a bridge are (1) alteration of the stream
hydraulics and (2) increase in stream turbidity.
Any alteration of a floodplain changes the stream flow
characteristics to varying degrees. Therefore, to minimize the
damage to adjacent properties, this bridge was designed to allow
the passage of a 100 year f lood event without creating a
backwater condition which extended onto upstream properties.
In our analysis (copy attached) we found that the proposed
structure with a span of 64 feet and an elevation of 4 feet above
the streambed will successfully pass 1040 cubic feet of
floodwater per second (Q -100). In order to allow for debris flow
and the other uncertainties associated with a flood of this
enormous magnitude, we allowed an additional foot of freeboard
which justifies the design shown on the attached plans.
BANNER ASSOCIATES, INC.
CONSULTING ENGINEERS & ARCHITECTS
2777 CROSSROADS BOULEVARD
GRAND JUNCTION, COLORADO 81506 • (303) 243 -2242
SUITE 302 CITY PLAZA BLDG.
517 E HOPKINS AVE.
ASPEN, COLORADO 81511 • (303) 925 -5857
000049
6
Under full flood conditions, the elevation in Snowmass Creek will
rise approximately 1.5 feet as a result of the insertion of this
structure. This rise will be dissipated over a reach of 124 feet
extending upstream from the bridge. Since the bridge will be
located 140 feet below the upper property line, no offsite
impacts will be generated by this structure.
During the construction period, the generation of turbidity
results to a certain extent from machinery operating within the
water course and for the most part from dewatering of the
abutment cavity. Every reasonable attempt will be made to keep
these and other activities from causing stream degradation. At a
minimum, the following practices should be adhered to during the
bridge construction:
1. Only rubber tired equipment will be allowed within the
stream channel when excavating or backfilling the
abutments.
2. An alternate route will be found for concrete trucks,
cranes and the like, and no stream ford wil 1 be
constructed.
3. Should the foundation excavation be dewatered, pumps
will discharge onto adjacent fields at a sufficient
distance to allow for percolation and sedimentation of
fine particles.
4. No excess concrete or concrete - coated equipment will be
wasted or cleaned on -site.
Assuming that the construction recommendations pointed out in
this analysis are followed, the construction of your bridge will
have no significant adverse impacts on either your property or
adjacent properties. I hope this satisifies your needs. Should
you need additional help or information, please don't hesitate to
call.
Sincerely,
f D
Patrick Dobie
Project Manager
000050
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BANNER ASSOCIATES, INC
CONSULTING ENGINEERS & ARCHITECTS
2777 CROSSROADS BOULEVARD
GRAND JUNCTION._ CO 81501 • (303) 2432242
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BANNER
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CONSULTING ENGINEERS & ARCHITECTS
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DEPARTMENT OF THE
SACRAMENTO DISTRICT, CORPS OF
650 CAPITOL MALL
SACRAMENTO, CALIFORNIA
L''
ARMY
ENGINEERS
95814
/ q 4 L.A--�-
000058
N1482
INFORMATION SHEET
NATIONWIDE GENERAL PERMIT FOR MINOR ROAD CROSSING FILLS
A nationwide permit is a Department of the Army permit that is issued on a
nationwide basis for specific category of activites that are substantially
similar and cause minimal environmental impacts. Nationwide permits are
designed to allow the work to occur with little delay or paperwork. They are
issued to satisfy the requirements of both Section 10 of the River and Harbor
Act of 1899 and Section 404 of the Clean Water Act, unless otherwise stated.
No permit application is required for an activity covered by a nationwide
permit.
The Corps of Engineers has issued a nationwide general permit for minor road
crossing fills including all attendant features both temporary and permanent
tnat are part of a single and complete project for crossing of a non -tidal
waterbody, provided that the crossing is culverted, bridged or otherwise
designed to prevent the restriction of and to withstand expected high flows
and provided further that discharges into any wetlands adjacent to the
waterbody do not extend beyond 100 feet on either side of the ordinary high
water mark of that waterbody. A "minor road crossing fill" is defined as a
crossing that involves the discharge of less than 200 cubic yards of fill
material below the plane of ordinary high water.
The following special conditions must be followed in order for this nationwide
permit to be valid:
1. That any discharge of dredged or fill material will not occur in the
proximity of a public water supply intake;
2. That any discharge of dredged or fill material will not occur in
areas of concentrated shellfish production unless the discharge is directly
related to a shellfish harvesting authorized by Paragraph (a)(4) of this
section.
3. That the activity will not jeopardize a threatened or endangered
species as identified under the Endangered Species Act, or destroy or
adversely modify the critical habitat of such species. In the case of Federal
agencies, it is the agency's responsibility to review its activities to
determine if the action "may affect" any listed species or critical habitat.
If so, the Federal Agency must consult with the Fish and Wildlife Service
and /or National Marine Fisheries Service;
4. That the activity will not significantly disrupt the movement of
those species of aquatic life indigenous to the waterbody (unless the primary
purpose of the fill is to impound water);
j. That any discharge of dredged or fill material will consist of
suitable material free from toxic pollutants in toxic amounts;
6. That any structure or fill authorized will be properly maintained;
7. That the activity will not occur in a component of the National Wild
and Scenic River System; and
8. That the activity will not cause an unacceptable interference with
navigation.
In addition to the conditions specified above, the following management
practices should be followed, to the maximum extent practicable, in the
discnarge of dredged or fill material under nationwide permits in order
minimize the adverse affects of these discharges on the aquatic environment.
Failure to comply with these practices may be cause for the district engineer
to recommend that the division engineer take discretionary authority to
regulate the activity on an individual basis:
1. Discharges of dredged or fill material into waters of the United
States shall be avoided or minimized through the use of other practical
alternatives.
2. Discharges in spawning areas during spawning seasons snall be avoided.
3. Discharges shall not restrict or impede the movement of aquatic
species indigenous to the waters or the passage of normal or expected high
flows or cause the relocation of the water (unless the primary purpose of the
fill is to impound waters).
4. If the discharge in wetlands creates an impoundment of water, adverse
impacts on the aquatic system caused by the accelerated passage of water
and /or the restriction of its flow, shall be minimized.
S. Discharge in wetlands areas shall be avoided.
b. Heavy equipment working in wetlands shall be placed on mats.
7. Discharges into breeding areas for migratory waterfowl shall be
avoided.
8. All temporary fills shall be removed in their entirety.
If the above conditions cannot be met, the work will have to be authorized by
an individual or general permit issued by the district engineer.
If you have any questions, or need additional information concerning the
nationwide general permit, please contact our Regulatory Section, at
Room , or telepnone
000060
ASPEN/PITKIN PLANNING OFFICE
130 South Galena Street
Aspen, Colorado 81611
(303) 925 -2020
LAND USE APPLICATION FEES
City
00113 - 63721 - 47331 - 52100 GMP /CONCEPTUAL
63722 - 47332 - 52100 GMP /PRELIMINARY
63723 - 47333 - 52100 GMP /FINAL
63724 - 47341 - 52100 SUB /CONCEPTUAL
63725 - 47342 . 52100 SUB /PRELIMINARY
63726 - 47343 - 52100 SUB /FINAL
63727 - 47350 - 52100 EXCEPT /EXEMPTIDry
63728 - 47350 - 52100 REZONING
63729 - 47360 - 52100 SPECIAL REVIEW
County SUB -TOTAL
00113 - 63711 - 47331 - 52200 GMP /GENERAL
63712 - 47332 - 52200 GMP /DETAILED
63713 - 47333 - 52200 GMP /FINAL
63714 - 47341 - 52200 SUB /GENERAL
63715 • 47342 . 52200 SUB /DETAILED
63716 - 47343 • 52200 SUB /FINAL
63717 - 47350 - 52200 SPECIAL REVIEW
63718 - 47350 - 52200 REZONING _
63719 -47360 - 52200 SPECIAL APPROVAL
PLANNING OFFICE SALES SUB -TOTAL L 0o
00113 - 63061 - 09000 - 52200 COUNTY CODE
63063 - 09000 - 52200 ALMANAC
63062 - 09000 . 00000 GMP
63066 - 09000 - 00000 COPY FEES
63069 - 09000 -
OTHER
SUBTOTAL
TOTAL
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No, of Hours:_
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BY
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LAYOUT BY DESIGN.
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INC. BOX 292 SNOWMASS.
A PARCEL OF LAND
BE |N6
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1 1 1 HE CLE�K RECOKoE8 OF P|TK|N COUNTY. 0LUK/\DO TH IS
� AY 0F -_.-_)BD4 |N PL�T B08 Al P4G� �
CLERK AND RECORDER
�
HHIs 1041 HAZARD MAP WAS APPROVIT) BY [HE HOARD Of COUNTY COMMISSIONERS
ON HIE, �J— OFe'10W 1004. AND IS UUBJI;CI TO IVE TERMS AND
RIVISIA) BOUNDARY SEP11-MBER 26 1993
DRAWN
BY
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'
INC. BOX 292 SNOWMASS.
COLORADO
81654 1303) 927 3641
DAII�
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10111 199,1
DA"FA
FILE NAME:
IHROMBP