HomeMy WebLinkAboutpitkin.eh.272929304011 (1998)APOLIC,-JION FOR INDIVIDUAL SEWAGE DISPOS CEM
130 S. Galena St., Aspen Colorado 81611
Phone 970-920-5070/Fax 970-920-5039
Permit # / `d LSU Pa:cel ID # WW -74-6
Permit For: New installation ()0 Repair( ) Remodel () Emergency Use( )
Name of OWNER C� fe.x r
Street Address I�G7Oi.y 4y'- e`? lern.aoed SefliA53 O
t
Owner's Mailinq Address a • d- Dox I ? _V;L rr ~pl6 a .—
Business Phone: 4%- /�Z Home Phone: 9%� — 1 p,78 — 7 0v -a V
Legal Description: Lot — // Block Subdivision 1f9J64.e -Ra+ci /ores
Size of lot: + A%`s acres Type of proposed structure: doc QW ► — — .5F IK Size of bldq. envelope:
Total area/livinq space (sq. f/t): 3 Ski # of Bedrooms, offices and similar size rooms: z Rl% � Ce
Caretaker Unit " ( )Attached ( )Detached ( 1 Total areailivinq space of caretaker unit(sci ft.) ( ) # of Bedrooms, offices and similar size rocas
Primary Contact Person e7/cr1✓► %L% Itars
Contact Mailinq Address P. 0— Rex &"s Co 8/60 2 -
Business
Business Phone • // 03 3 2- Cell Phone Fax : /y/!
Water.(Y-)Private well ( )Spnnq ( )Stream ( ) Community/Public (Name of
Is Proof of Adequate 'Water Attached ( Required) ? (OC ) Yes ( ) No ( A water quality test and well pump test or approval letter from community system)
Has this project been approved by Pitkin County ? (K) Yes ( ) No
Is a copy of the floor plan attached ( Required ) ? (fr ) Yes ( ) No
Is a ccoy of the site clan attached (Required) ? K) Yes ( ) No
Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and
accurate information on locations of all existing and proposed wells, contour intervals, buildings. property lines, ditches, slopes, waterlines. springs, suction orirrigation lines,
drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, Floodplains, dry gulches, and existing septic systems. I acknowledge that any false or
incomplete information will invalidate the application and any subsequent permit. Issuance of the permit does not imply the approval of any other permit required for construction
pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The owner assumes ail responsibilities in case of failure
or inadequacy of this system.
Signature of applicant \ ��~ Date /OZ 1 — ' 1
------------------------------------------------ or(faartmemise-nim ------------- ------------------------------"--
PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM
Design Criteria of system to be Installed ( Any changes must be submitted and approved in writing)
Perc Rate min per inch . Profile Hole Depth feet
Septic tank capacity: 5 C) rJ gallons Absorption area: � joy sq. ft.
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An inspection is required prior to backfill of any component of the distribution system.
Design by Engineer Required ? ( ) Yes ( ) No All plans and specifications of the engineer must be followed. Any changes must be approved by the
Aspen/Pitkin Envirommntal Health Department in writing and the engineer must certify the final installation to the Environmental Health Department in
writing. -22 � v /� /
Permit approval by:Date rf
Plans and specifications of the proposed individual sews disposal system have been rev ed and are considered satisfactory. Permission is hereby granted to the owner or
the agent to perforin the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date
that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department.
As -Built drawings must b included with th' permit before the final approval will be issued.
Installer. 10(on(pk- td wauyl :P1 TY- kms_
Receipt # r L Site Plan Well Permit and /"L y Soils Test
Date received Z Floor Flan Yt 0 Water Quality Test or Date Info Complete
Zg Received by Comm Day Approval Water System Letter Final Insp Requested
Final Inspection Approval: _ Date: APEM0/al96
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GLENN M. HARSH
ATTORNEY AT LAW
P.O. BOX 1852
GLENWOOD SPRINGS, COLORADO 81602
(970) 928-7824
November, 15, 1998
Pitkin County Environmental Health
ATTN: JEANETTE
130 South Galena St.
Aspen, CO 81611
Dear Jeanette,
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P! TKIN
Please find enclosed the as -built drawing for the septic system at 0222 Bobcat Lane in Redstone.
Please advise at your earliest convenience if anything else needs done for I.S.D.S. final.
Thanks for all your help!
YV V
Glenn M. Harsh
Pitkin County Environmental Health Department
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GLENN M. HARSH
Attorney and Counselor at Law
210 TENTH STREET
GLENWOOD SPRINGS, CO 81601
(970) 928-9665 Telephone
(970) 928-9680 Facsimile
September 17, 1998
Ms. Nancy MacKenzie
Aspen/Pitkin Environmental Health Department
130 South Galena Street
Aspen, CO 81611
RE: Harsh ISDS - Permit No. 98006
Dear Ms. MacKenzie:
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I am writing to request a 180 day extension to the above -referenced ISDS permit. Please
process the extension at your earliest convenience. I will be out of the country from September 24,
1998 until October 12, 1998.
61,4 -
Enclosed
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Enclosed is an Infiltrator Approved Modified Bed Layout which differs a little from the
original plan. This new bed layout is the current intended installation.
Additionally, please find the County Approved Revised Foundation Plan which increases the
house size. The revised plan produces 1084 gross square feet of finished space with one bathroom.
The basement remains unfinished.
Please notify at your very earliest convenience if there is any difficulty with the requested
extension or approved modifications.
Again, thank you so much for all your assistance.
GMH/pc
Enclosure
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Sep -17-98 12:09P western zone infiltrator 602.4433726 P.01
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MEMORANDUM
TO: Cindy Houben, County Community Development Director
FROM: Suzanne Wolff, Planner
RE: Harsh Minor Amendment to a Development Permit
DATE: April'), 1998
SUMMARY: On March 27, 1997, the Hearing Officer approved the Wall 1041 Hazard Review and
Conceptual Submission. The 1 plan
tic syste mto be located within the bPook 44 at Page 15. The pd ngt is
#4 which re
requesting to amend condition Quires the sep
envelope.
APPLICANT: Glen Harsh
LOCATION: Lot E-11, Redstone Ranch Acres Subdivision No. 3; Bobcat Lane
ZONING/LOT SIZE: The lot is zoned AFR-10 and contains 0.45 acres.
STAFF COMMENTS: Pursuant to Section 3-200.80 of the Land Use Code the Community Development
Director may approve a minor amendment to a condition of a development permit. The applicant has
discovered during the preparation of house plans and the septic permit that the required setbacks from the
well and structures on the site cannot be met if the septic field is entirely located within the building
envelope. As shown on the attached drawing, approximately 150 square feet of the septic field will be
located outside of the southwest corner of the builelddCom ing ekes Pth the setback e and a small portion
ements of the
l extend beyond the
southeast corner of the envelope. The septic f p
Environmental Health Department.
These encroachments outside of the building envelope are minimal, given the limited size of the building
envelope, and will not have any additional 1041 impacts. The major areas of 1041 concern were the steep
slope and associated wildfire hazard to the east of the building envelope, and riparian and wildlife habitat
along Kline Creek (also east of the envelope).
Condition No. 4 on the 1041 site plan reads:
A septic permit shall be obtained fro the Environmental Health must be located within the building envelope and must comply a
partment, prior to issuance o
building permit. The septic system m
with the setback requirements from surface and groundwater sources.
The proposed amendment will not change the use of the proposed development, is consistent with action
taken during the original review, does not increase off-site impacts, and will not endanger the public health,
safety or welfare.
RECOMMENDATION: Staff recommends that the Director amend the Wall/Harsh 1041 Hazard Review
approval as requested, subject to the attached Administrative Decision.
r
ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF
PITION COUNTY, COLORADO, AMENDING A CONDITION OF APPROVAL OF THE
WALIdHA.RSH 1041 HAZARD REVIEW AND CONCEPTUAL SUBMISSION
Pursuant to Section 3-200.80 of the Land Use Code, Glen Harsh, hereafter "Applicant", has applied
to the Community Development Director of Pitkin County, Colorado, hereafter "Director", to amend a
condition of the 1041 Hazard Review and Conceptual Submission approval granted by the Hearing Officer
on March 27, 1998.
2. The applicant is requesting approval to allow the septic system to be located outside of the building
envelope.
The Applicant's lot is zoned AFR-10 and contains 0.45 acres.
4. The property is located on Bobcat Lane, and is described as Lot E-11, Redstone Ranch Acres
Subdivision No. 3.
The Director finds the request is consistent with the requirements of the Code.
THE DIRECTOR DOES HEREBY AMEND Condition No. 4 as shown on the 1041 Site Plan
recorded in Plat Book 44 at Page 15 as follows:
A septic permit shall be obtained from the Environmental Health Department, prior to issuance of a
building permit. The septic system rn�y mus be located outside 144hirt the building envelope 1
approved by the Community Development Department and the Environmental Health Department
and must comply with the setback requirements from surface and groundwater sources.
All other conditions shall remain in full force and effect.
APPROVED by the Director, this 6b- day of � 1998.
C. 1i
Cindy Houben, Community Development Director
415429 04/09/1998 03:07P ADMIN DE DAVIS SILVI
1 of 1 R 0.00 D 0.00 N 3.00 PITKIN COUNTY CO
ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF
PITKIN COUNTY, COLORADO, AMENDING A CONDITION OF APPROVAL OF THE
WALLMARSH 1041 HAZARD REVIEW AND CONCEPTUAL SUBMISSION
RECITALS
Pursuant to Section 3-200.80 of the Land Use Code, Glen Harsh, hereafter "Applicant", has applied
to the Community Development Director of Pitkin County, Colorado, hereafter "Director", to amend a
condition of the 1041 Hazard Review and Conceptual Submission approval granted by the Hearing Officer
on March 27, 1998.
The applicant is requesting approval to allow the septic system to be located outside of the building
envelope.
The Applicant's lot is zoned AFR-10 and contains 0.45 acres.
4. The property is located on Bobcat Lane, and is described as Lot E-11, Redstone Ranch Acres
Subdivision No. 3
The Director finds the request is consistent with the requirements of the Code.
THE DIRECTOR DOES HEREBY AMEND Condition No. 4 as shown on the 1041 Site Plan
recorded in Plat Book 44 at Page 15 as follows:
A septic permit shall be obtained from the Environmental Health Department, prior to issuance of a
building permit. The septic system may mus be located outside o within the building envelope 11
aynroved by the Community Development Department and the Environmental Health Department.
and must comply with the setback requirements from surface and groundwater sources.
All other conditions shall remain in full force and effect.
APPROVED by the Director, this 6b- day of +A , 1998.
C - g
Cindy Houben, Community Development Director
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
November 28, 1997
Glenn Harsh
P.O. Box 1852
E
5020 Road 154
Glenwood Springs, CO 81601
Fax 970 945-8454
Phone 970 945-7988
Glenwood Springs, Colorado 81602 Job No. 197 602
Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed
Residence, Lot E-11, Redstone Ranch Acres, Pitkin County, Colorado
Dear Mr. Harsh:
As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and
percolation test for foundation and septic disposal designs at the subject site. The study
was conducted in accordance with our agreement for geotechnical engineering services
to you dated October 6, 1997. The data obtained and our recommendations based on
the proposed construction and subsurface conditions encountered are presented in this
report.
Proposed Construction: The proposed residence will be a two story wood frame
structure over a full basement. Basement floor will be slab -on -grade. Cut depths are
expected to be up to about 8 feet. Foundation loadings for this type of construction are
assumed to be relatively light and typical of the proposed type of construction. The
septic disposal system is proposed to be located about 35 feet to the east of the center of
the building envelope.
If building conditions or foundation loadings are significantly different from those
described above, we should be notified to re-evaluate the recommendations presented in
this report.
Site Conditions: The site was vacant and covered with about 1 foot of snow at the time
of our field work. The ground surface is relatively flat with a slight slope down to the
southwest. There is a very steep slope down to Kline Creek to the north of the building
area. The lot is vegetated with tall aspen and evergreen trees, grass and weeds.
Subsurface Conditions: The subsurface conditions at the site were evaluated by
excavating one exploratory pit in the building area and one profile pit in the septic
disposal area at the approximate locations shown on Fig. 1. The logs of the pits are
presented on Fig. 2. The subsoils encountered, below about 1 foot of topsoil, consist of
1 to 11/2 feet of silty to clayey sand and sandy clay overlying relatively dense sandy
gravel with cobbles and boulders. Results of swell -consolidation testing performed on a
relatively undisturbed sample of sandy clay, presented on Fig. 3, indicate moderate to
relatively high compressibility under conditions of loading and wetting. Results of a
gradation analysis performed on a sample of the gravel (minus 5 inch fraction) obtained
EO
Glenn Harsh
November 28, 1997
Page 3
runoff can create a perched condition. We recommend below -grade construction, such
as retaining walls and basement areas, be protected from wetting and hydrostatic
pressure buildup by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free -draining granular material. The drain
should be placed at each level of excavation and at least 1 foot below lowest adjacent
finish grade and sloped at a minimum 1 % to a suitable gravity outlet. Free -draining
granular material used in the underdrain system should contain less than 2 % passing the
No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of
2 inches. The drain gravel backfill should be at least 1'/2 feet deep.
Surface Drainage: The following drainage precautions should be observed during
construction and maintained at all times after the residence has been completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95 % of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas. Free -draining wall backfill should be
capped with about 2 feet of the on-site, finer graded soils to reduce
surface water infiltration.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 6 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in pavement
and walkway areas.
4) Roof downspouts and drains should discharge well beyond the limits of
all backfill.
Percolation Testing: Percolation tests were conducted October 30, 1997 to evaluate
the feasibility of an infiltration septic disposal system at the site. One profile pit and
three percolation holes were dug at the locations shown on Fig. 1. The test holes
(nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow
backhoe pits and were soaked with water one day prior to testing. The soils exposed in
the percolation holes are similar to those exposed in the Profile Pit shown on Fig. 2 and
consist of 1 foot of topsoil and 1 foot of silty to clayey sand overlying sandy gravel with
cobbles and boulders. The percolation test results are presented in Table II. The
percolation test results indicate an infiltration rate of between 30 and 60 minutes per
inch with an average of 40 minutes per inch. The percolation rates were based on the
last two readings of the test. Based on the subsurface conditions encountered and the
percolation test results, the tested area should be suitable for a conventional infiltration
H -P GEOTECH
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CATION OF PROPOSED J
PTIC DISPOSAL AREA �I
STAKED IN FIELD
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NOTE: DRAWING PREPARED FROM FIELD SKETCH.
197 602PHEPWORTH - PAWLAK LOCATION OF EXPLORATORY PITS Fig. 1
EOTECHNICAL, INC. AND PERCOLATION TEST HOLES
PROFILE PIT PIT 1
0 0 —
WC --20.3
DD=101 -
-200=58
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WC=4.5
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—200=6 0� i
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LEGEND:
TOPSOIL; slightly sandy clayey silt, organic, roots, occasional gravel, medium dense, very moist,
black.
SAND (SM—SC); silty, clayey to sandy clay, scattered gravel, medium dense to stiff, moist
to very moist reddish brown.
GRAVEL (GP—GM); sandy, slightly silty, scattered to frequent cobbles and boulders, dense,
o4.a moist, reddish brown, rounded rock.
2" Diameter hand driven liner sample.
Disturbed bulk sample.
_ J
Free water level in pit at the time of excavation.
NOTES:
1. Exploratory pits were excavated on October 29, 1997 with a backhoe.
2. Locations of exploratory pits were measured approximately by pacing from features
on the site plan provided.
3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth.
4. The exploratory pit locations should be considered accurate only to the degree
implied by the method used.
5. The lines between materials shown on the exploratory pit logs represent the approximate
boundaries between material types and transitions may be gradual.
6. Water level readings shown on the logs were made at the time and under the conditions indicated.
Fluctuations in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content ( % )
DD = Dry Density ( pcf )
+4 = Percent retained on No. 4 sieve
—200 = Percent passing No. 200 sieve
1 197 602 I GEOTECHNICAL, ZINC I LOGS OF EXPLORATORY PITS I Fig. 2 I
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APPLIED PRESSURE — ksf
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197 6021 GEPWOR NICALAWLA I SWELL—CONSOLIDATION TEST RESULTS Fig. 3
Moisture
Dry
Sample
From:
Content = 20.3 percent
Density Weight = 101 pcf
of: Sandy Clay
Pit 2 at 1 Foot
Compression
upon
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APPLIED PRESSURE — ksf
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197 6021 GEPWOR NICALAWLA I SWELL—CONSOLIDATION TEST RESULTS Fig. 3
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TABLE II
PERCOLATION TEST RESULTS JOB NO. 197 602
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER
DEPTH AT
START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MIN./INCH)
P-1
51 1/2
15
water added
7 1/4
61/2
3/4
60
6 1/2
61/4
1/4
61/4
6
1/4
63/4
6 1/2
1/4
6 1/2
61/4
1/4
6 1/4
6
1/4
P-2
541/2
15
water added
water added
8
6
2
30
7 1/2
6 1/2
1
61/2
6
1/2
6
53/4
1/4
93/4
7
23/4
7
6 1/2
1/2
6 1/2
6
112
P-3
51 1/2
15
water added
water added
8 1/2
53/4
23/4
30
7 1/2
5 112
2
8
7 1/2
1/2
7 1/2
6 1/2
1/2
61/2
6
1/2
6
5 112
1/2
NOTE: Percolation test holes were hand dug in the bottom of shallow backhoe pits on October 29, 1997. The holes were
protected from freezing overnight with rigid foam insulation. Percolation tests were conducted on October 30, 1997.
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07112/1994 21:17 9709632623 CRYSTAL 'U+ALLEY HOME
tvo).j.Rr,. 76 COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St-, Denver, Colorado 80203
PERMIT APPLICATION FORM
Application must X A PERMIT TO USE GROUND WATER
be complete where ( � 1 ��.� •••E�;
applicable, Type or (X)O A PERMIT TO CONSTRUCT A WELL r_ ,
print in BLACK FOR: IXx) A PERMIT TO INSTALL A PUMP
Nom, No overstrikes
( )REPLACEMENT FOR N0.
or erasures unless -
initialed. ( ) OTHER
WATER COURT CASE NO.
(1) APPLICANT • mailing address
NAME Donald Re Kurtzand Dorothy F- Kurtz
1A Fact Hill Road
STREET
CITY
Ogden Dunes, Portage, IN 46368
TELEPHONE NO.
tslale) (ZIP)
219-762-8331
(2) LOCATION QF Pf10POSE7 WELL
County Pitkin
v
SW Y. of the SW %, Section ._ 29 --
Twp, 10 S , Rng. 88 W6th P.m.
114,S)4E,W) I
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (gpm) 15
Average annual amount of ground water 1/3 acre ft.
to be appropriated (acre-
feet) -
Number of acres to be irrigated'
none
Proposed total depth (feet)' 200
Aquifer ground water Is to be obtained from:
surface alluvium
Owner's well designation
Kurtz's Well
GROUND WATEF3 TO BE USED FOR:
*X4 HOUSEHOLD USE ANLY • no irrigation (0)
( ) DOMESTIC (1) ( ) INDUSTRIAL (5)
( ) LIVESTOCK (2) ( ) IRRIGATION (6)
( ) COMMERCIAL (4) ( ) MUNICIPAL (8)
( ) OTHER (9)
DETAIL THE USE ON BACK IN -0 1)
(4) DRILLER
Name will be Colorado licensed well driller
Street
City t- tale) o)
Telephone No. Lie. No.
FOR OFFICE USE ONLY: DO, N
Receipt No. Jy�
Basin
Dist.
PAGE 03
L
v.
,
I.RITE IN THIS COLUMN
ONDITI F APPROVAL
This well shall be used in such a way as to cause
no material injury to existing water rights. The
issuance of the permit does bol,assure the applicant
that no injury will occur to another vested water
right or preclude another owner of a vested water
right from seeking relief in a civil court action.
ISSUANCE OF THIS PERMIT DOSS NOT
—WNFSR A DISUNW1311 JgM J111UJIT
))( (
(lA) ASRTHE ONLVED YUANT To WELLON A RESIDENTIAL(SLT6�OFI)
0.45 OF AN ACRE DESCRIBED AS LOT E-11 FILING
N0. 3 REDSTONE RANCH ACRES SUBDIVISIbN, PITKIN
COUNT' .
2)_ THE USE OF GROUND WATER FROM THIS WELL IS
L ITED TO FIRE PROTECTION ORDINARY HOUSEHOLD
PURPOSES INSIDE ONE1 SIItGJX FAMILY. DWELLING
AND THE WATERING OF THE USERS NONCOMMERCIAL
DOMESTIC ANIMALS. THE GROUND WATER SHALL NOT
BE USED FOR IRRIGATION OR OTHER PURPOSES.
3) THE RETURN FLOW FROM THE USE OF THE WELL
MUST BE THROUGH AN INDIVIDUAL WASTEWATER
DISPOSAL SYSTEM OF THE NON -EVAPORATIVE TYPE
WHERE THE WATER IS RETURNED TO THE SAME STREAM
SYSTEM IN WHICH THE WELL IS LOCATED.GP G ,
61)
PERM r EXPEiI1Ti0N sA'I'E EXTmal (,
/tom io.rz.9�
PERI�iIT EXPIRATION DATE EXTEIRY� OCT 1, 1993
APPLICAT)O1Q AWROVED
PERMIT NUMBER 1551666 -
DATE ISSUED OCT 19 1989
EXPIRATION DATE OPi 9 1991
E
BY
I.D. �a 7 r` COUNT/
IMP
-- -�'�')and i lielow. 0103 Oil��)
TIE (OS aU�ELadull
��._�Utsi11-- U 1'l l fisc'
Uyli: WI.I.L om s •.�-.
, ncas roar section lines.
Will.I.00Ai_10N,0F I e diagrao
w!►icit 11sC water wrl{ I,a use
Wi l
S[Cl'VON 0 sei '. GAO adlasi fl)r' lf)e W4il lUCil%iOn•
sou th sec, iir,•�
�.� it. fro,n i3O, towi 1
CENi'En
leo
a00 we_ L —sac. G+►e
it.Iroln
1
(usl Or wtrt)
FILING 0 J1—
-I-C-llucl<
-!- -i•
LOT_..._•._.... •,.oRedstone
Ranch Acres Sul;
SUpU1V1SION
! NOR7 I SECT[ N LINTE ter_ ..- -�- -'- +
(
1 j
LOCq Kurtz
_,_ -I-
,45 . Will tlln )a
• -`� _
NORTII-I- Up. - , .- — -1- ` �^
No. of acres
z i,� '
a i l m 1
`the only well on %IIIc tract eS
(
o —1—'1 ' -1- -- -,I- ' g M2e0 etnlr= n 0Gf1AM
U
w
to i I
plain Casing
• (
• r
I -
n -
4
6 5%n. from 0 it. to �--- It. =
_ _ _ _��--
_ _ �_
200 it.
160
X lrJel
l•
4 In, Irom_ it. 10
_
lt)N LINT w ^` -�
perlolated (rasing
It.
SECT I-
�in.lrom�._---tt.lo
I .....
tl.lo it.
l_ + 111, front____----- ,
{ 4- 4
II
"i" {. -�• -(-
(fl) FOR REPLACE-Mg—IT EL $9 ivedii3tonca
E►' I1d11;(' I iR 1 U'f' Ito.IIIA I I
alp! direetlon Irom o1J well and plans for {)lugging
I. ,? :'..1''rl! fit) Jr
Ilil','t111' f'Sil'CAW-'(SIiIC►}itt, Afl? _l_ ! -i_
1-
1'ullt'is 2 inclsos :1 mile
' (') Tlle• fgeia Ot 111 � ' • '
, : l ..
i Each Sillati S tiara IC Ir CSei�tS aCrCS''
:'ll. r'� 1N%1TE1n EOUIy`AT-L'i—N1T8"TF1'ADLE (lloundad Fly+fres)
An scr••1o01 epatr$ 1 &ere of III" f fool titers mtl
loot par gwgc)11,1•lals) ' 494 961(01111 Pu minase fel ear.
1 OI waistine► y
-
► , , yuisic i net ly 1 •crt•loot
A Iamlly Of y,f(11 rctluire aPPi9'j ! �28 Qoilo1111.
U ,• .:''. l icra. Oct .1 .4�.5G0,cI r r 1gFei J,42 ....I ;.J
I sky
.ddn^; pumped ipm nupliiy It;r on�ti: 6xi . p
t
T li friili Sl+�l.�i
�10i aND b W.
p_ onald,•R. Kurtz and uorothy C..Kurtx
No. of aetol: .45 ..
Pitkin Count -y______
Ow,ner(s):.�--- -- , •, A icil t!ler� 5ub;'
03, Redstone, CO
r,;".Loi!'fi�L11f)'Rec{slpne � 1
Legal dascriptlon:
, V+
1 t ,,i U
a 111u (rs(: of Uloun water: ilousehoW use and domoslic wa11s must indicate typo o 411111o"'
Se tic tank and 1 each field i n ccord nee i ' coin t_ s t afisls�rsl
system t0 ba ilsad. n-- tank aR
7 ie we s to provide water onhllousfahold purposes.
�yy Mww..V.rw.•Mw•+kr.
��� used on this lard. Including wells. Give Rogistrolion And Water Court Cosa Numl>ora.
(12) QT1{EB-Y+IATf-B-- ,.:'4 �,t iJescriptiol► of land on which used
•.. • r� ••71�11�i7S7•Y ,•,1,�5 � i .'.� t�Set'��•Ol'Iflul()(!';1l)
(13) THE ApPLICANT(S) STATES) VAT THE INrORMATION SET PUIt 1 i1 r(s:r,t •_
TUE TO 7HEr.ES T (I Hl$ KNOWLEDGE. ��/�
JIC;NAI-URE Of AM
I�
a'r)T 4 40 MH -1 133�S NIHW 1S31 Wdtti :60 L6. 90 100
r
ELEVATOR HOLES
P.O. BOX 1059
BASALT, COLORADO 81621
927-4182
Name Michael Wall
Address 370 Windsor
City, St, Zip Atlanta, Ga. 30342
Phone # _.
TEST HOLES
Invoice # C-649
Date 10/13/93
Permit # 155666
Location Redstone Ranch Ac _
Hole Size
' Depth
Type
Casing ID
Casing OD
From-'ro
9.0
45
Steel
6.5
7�00-45___
6.S
200
PVC
S.0
5.5
4.0-200_
Perforated Ft 60
Estimated GPM 7 +�
Static Level 60
Total Drilled 200
Recommended Pump Set Depth 190 ft. pumping 7 gpm.
For pump installation we recommend Aqua Tac Pump 945-2703 (Tom Platzer)
Samuelson Pump 945-6309 (Raun Samuelson)
Special' Instructions
Price Per Foot 200 Feet @ $ 25.00 Per Foot 8 5000.00
Feet @ $ Per Foot $
Total . . . . . .S 5000.00
774
Conditions of payment :Due and payable upon receipt Total $ 5000.00
Me strongly recommend a valid pump test be conducted by a licensed pump
installer to determine the actual wel.l production and vater quality. This
should establish the actual vell parameters which we cannot determine
while drilling. _
On Monitoring/Observatibn Holes (test holes) it is the customac s responsibility to obtain the proper
permit before the well is put to beneficial use (within .l year) or thn State may retw iro the hole to he
plugged and abandoned. We will be happy to assist you whenovor possible in filling out the 'appropriate
well application.
The landowner is ultimately responsible for the plugging and abandoning of dry holes or replaced
wells, according to state rules and regulations, Please contact us for details and/or prices
F-1 M NP
MeN NEWT.M. 9,11MIEW
Please call us if you have any questions.
tLmay be
Ir •
I WELL COMPLETION AND TG9T RIEFOOnT
STATE OF COLORADO, OFFICE OF THE STAVE ENGINEER
FonorFicEuse otay r
RECEIVE •-
8
Arlo F191 -M
WELL PERMIT NUMBER 155666
OWNER'S NAME(S) Micheal Vali'
MallingAddress 370 Windsor Parkway
City, St. Zip Atlanta, Ga, 30342
Phone
WELL LOCATION AS DRILLED, SV 114 SW 114 Sec. 29 Twp. 10S Range 88W
DISTANCE FROM SEC. LINES:
1050 Ft. From South Sec. Une. And 800 Ft. From West Sec, Line. Or
SUBDIVISION: Redstone Ranch Acres LOT E-1 18LOCK FILING (UNIT)
STREET ADDRESS AT WELL LOCATION:
GROUND SURFACE ELEVATION h. DRILLING MET{ -IOD : Air Rotary
DATE COMPLETED 10/13/93 TOTALDEPTH 200 It. COMPLETED DEPTH 200 h.
GEOLOGIC LOG:
Depth T e of male al (sue. Cola, Two and water located)
n t t
_
9 , 0
0.9
.44
_
110-020
Overburden, Rook, Dirt
6,5
44
200
A-200
Maroon Formation
7. PLAIN, CASING
OD(In) _Kind Wall Size From (It) To (11)
7.0
Qteel
0 0,0
44 _.
5
PVC
012-09
40
140
�� (Y$SING : Scre n Slot _
5.b
PVC 0.260
140
200
WATER LOCATED : 140. 170,190
f1EMARKS :
8. Filter Pads
Material
Size
Interval
9. Packer Placement
Type
Depth
10. GROUTING RECORD:-
Malerlat Amount Dons . tPlerval Placomerd
cam
3 eke
6 gal/q
- 0
poured
1. S N ION : T e HT11
Amt. Used 3 oz,
2, WELL TEST DATA : () Check Box If Test Data Is Submitted On Supplemental Form.
TESTING METHOD : Air compressor
Slatic Level: 60 It, DatelTime Measured 10/13/93 Production Rate 7 gpm
Bumping Level: Total ft Date/Time Measured 10/13/93 Test Length (hrs) 2
Remarks : j
1 rmm ioad Me statomenls made basin aid know the contenhimoof, f they aro
l �llulos perµq In fhe second dogioo and h purg"ble as a doss I m"noanal
CONTRACTOR : Shelton Drilling Co. Phone
Mailin Address : PO Box 10G9 Basalt, Co. 04621
o my krawlodge. Axxwvd to Sedim 24.4 104 (1311a CRS, Pit r o.inx' of f,*A slafma ils Inoreh
% 303-927-4182 L(c. No. 1095
Name / Te• (Please Type or Print)a
Wavne Shelton / Ovner
g
_ Dato
I=�''- IU/13/93
394 21:17 9709632623 CRYSTAL VALLEY HOME PAGE 04
THIS ASSIGNMENT made this /3 day of Novembe,1992,by and MICHAEd
as
between DONALD R. and DOROTHY E. KURTZ,Assignors,
A. WALL, as Assignee of the county of Pitkin, State of Colorado.
The Assignors, for and in consideration of TEN DOLLARS
($lo.00) and other good and valuable consideration, the receipt and
sufficiency of which is hereby acknowledged, hereby assign to
Assignee all right, title and interest which Assignors now have in
and to the following:
Well Permit No. 155666 (and all extensions thereto), a
copy of which is attached hereto.
Assignee takes the above -referenced property without warranty
of any kind, and subject to the terms and conditions of said well
permit and all rules and regulations now in effect, or hereinafter
promulgated, by any governing body have jurisdiction over the
permits or operation of said well. This Assignment does not convey
a water right to Assignee.
Assignors:
Donald R. Kurtz
Dorothy E f' Kurtz J `
Acceptan a Assi m
Michael A. Wal
17-4d: d .,
STATE OF C!CpdI�JO )
'r u. ) Ss.
COUNTY OF PTMN )
Subscribed and sworn to before me this r i�day of
, 1992, by Donald R. Kurtz.
W tness my hand and official se
My Commission expires: ,_ 3 �.��•
Notary Public
07/12/1994 21:17 9709632623 CRYSTAL VALLEY HOME PAGE 02
THIS ASSIGNMENT made this {'-,day of October, 1997, by and
between MICHAEL A. WALL, as assignors, and GLENN M. HARSH, as
assignee of the County of Pitkin, State of Colorado.
The assignor, for and in consideration of part of the
purchase price of Lot E-11, Redstone Ranch Acres Subdivision No.
3, and other good and valuable consideration, the receipt and
sufficiency of which is hereby acknowledged, hereby assign to
Assignee all right, title and interest which Assignor now has in
and to the following:
Well permit No. 155666 (and all extensions thereto), and
the assignment from Kurtz to Wall dated November 13, 1992, copies
of which are attached hereto.
Assignor:
-Oichaeywewall
State of wuj D(K )
NSW off// ) ss.
County of )
Subscribed and sworn to before me this �> day of
October, 1997, by Michael A. Wall.
Witness my hand and official seal.
My commission expires: /s /99
-TAmfl2 S�uL
Pj bl,'c sfa�o'� ew
uo. o�Sff-So�sSoyq
d �'� Kt�gs Co')n
Notary Public
�_�
�� ~-
Nicholas L@DlpihS.Ph.D.
P.O. BOX
SILT, COLORADO V1052
(303) 876-5400 (24 HOURS)
March 19, 1996
Rhonda Bazil
323 W. Main
Suite 301
Aspen CO 81611
RE: Lot E11, Redstone Ranch Acres
Dear Rhonda:
I have completed my geologic investigation for purposes of House
Bill 1041 of the above referenced site on the east side of the
Crystal River Valley. The pie -slice shaped
property is along
Bobcat Lane and has the wide end near the
road. This is in
Section 29, T 10 Sv R 88 Wv of the Sixth PM,
within the Redstone
7 1y2 minute quadrangle, Pitkin County, Colorado.
The building envelope is between the road and
the steeper portion
of the lot at the rear, where a small stream
flows. The lot is
covered with aspens, with an occasional pine,
and native grasses.
The steeper portion of the lot is a twenty
foot steep bank down
to the floodplain of the small stream.
The geology of the site is that of the Pennsylvanian -Permian age
Maroon Formation which underlies the terrace of an older level
e
'Th buildable portion of the lot is quite flat
of the stream.
but somewhat narrow with the proximity of the road. The bedrock
dips about 15 degrees to the west in this area.
Positive landscaping at the site is recommended to conduct any
o
surface water away from m the site'and site specific soils
investigations are recommended as well. These should include ae o the lot.
recommendation of the setback from the steep bank on .
Access to the site is already present. The home should be
designed to the specifications of the Uniform Building Codefor
sm
e
S i ic Zone II because of the nearby fault traces, even though
t
resulted in any noticeable movement for thousands
they have no re could be found of any recent activity on
f ars and no evidence cou -
o ye -- -- the
r �'= ~''~ '— -�---�ome should also be designed to preclude
the fault zone. |�e n
accumulation of radon gas.
�
Water should be available wtthin 100 feet of the surface,
although an apparent capped well.was seen in the western corner
of the lot. Waste disposal will be possible through the use of a
standard septic system with a leach field in these permeable
soils. The Pitkin County Sanitation Engineer should be consulted
for his specific recommendations.
If there are further questions please contact me.
Sincerely,
Nicholas Lampiris
Consulting Geologist
RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITRIN
COUNTY COLORADO, GRANTING APPROVAL TO THE WALL
U
Q
1041 HAZARD REVIEW i GENERAL SUBMISSION
Resolution No. 94-
U
�•
RECITALS
w�
w..
1. Michael A. Wall, hereinafter "Applicant", has applied to
the Board of County Commissioners of Pitkin County, Colorado,
hereinafter "Board", for approval of 1041 Hazards and General
o
UJ
Submission Review for the construction of a single family
X
0
U
residence, pursuant to Sections 5-400 and 6-3 of the Land Use
o
d:
Code.
w
W
2. The Applicant's lot is zoned R-30 and is approximately
�•-a
J
.267 of an acre in size.
3. Said lot is described as a metes and bounds parcel
�
o
�o
caU
located off of Redstone Boulevard, Redstone, Colorado, more
r-�
specifically described in Exhibit A, attached.
F=-
-�
4. The Board heard this application at a regularly scheduled
m
0
meeting '--on April 12, 1994, at which time evidence and
LL
M
testimony was presented with respect to this application.
It
P_
�-'
U)
5. The Board determined that the proposed development meets
A
the criteria established in Sections 5-400 and 6-3 of the Land
c•t
¢
r
>
Use Code.
U
J
ri(D
NOW, THEREFORE, BE IT RESOLVED by the Board that it does
hereby grant approval to the Wall 1041 Hazard and General
Submission application subject to the following conditions:
1. The Applicant shall adhere to all material representations
made in the application and in the public meetings.
C
Resolution No, 94
Page 2
2. Prior to building permit application, the Applicant shall
submit a 24 x 36 inch mylar 1041 Hazards Review Site Plan
which meets the approval of the Planning Office and County
Attorney. The Site Plan shall include all the conditions of
approval.
a. The following 1041 Hazard Review Warning and
Disclaimer shall be noted on the Plat:
"The provisions of these regulations do not in any
way assure or imply that areas outside of designated
hazard areas will be free from hazards, or that
approved mitigation measures will guarantee the
safety of any property."
b. The building envelope shall be modified as per the
recommendations of the Colorado Geological Survey.
3.
Building foundations shall be reviewed and certified by a
LL
Colorado registered professional engineer. Foundation plans
shall be submitted at the time of building permit application.
4.
The Applicant shall adhere to the criteria stipulated in
Section 5-401.2(h) as follows:
i�
a. Cuts shall not be made into slopes steeper than thirty
f,
percent (30%) .
ri
b. Cuts and fills, and grading and scraping shall be
confined to the minimum area needed for construction.
C. Steepness of cut and fill slopes shall be the maximum
which will insure stability and still allow revegetation.
V
d. Use mulches or temporary cover on exposed soil areas and
re-establish permanent vegetation and install erosion
control measures as soon as possible.
e. Incorporate natural drainage patterns into the
M
development plan.
5.
The proposed access drive shall not exceed 16 feet in width,
as per County Driveway Standards. (The 1041 Hazards site plan
shall be revised to show the 16 foot size limitation.)
ra
r
6.
The Applicant shall obtain a access permit from the County
Engineer prior to issuance of a building permit.
7.
The Applicant shall comply with County air quality and
lighting standards in effect at the time of building permit
issuance.
Resolution No. 94-1
Page 3
8. The Applicant shall comply with the recommendations of the DOW
as follows:
A. Dogs are prohibited.
B. All fencing be 4211, 4 -strand or less, with a 12"
kickspace between two top strands. Rail fencing be
4819, 3 -rail or less with at least 18" between 2 of the
rails.
C. All utilities be buried in the proposed access road,
when possible.
D. All garbage be kept within bear -proof garbage
containers. The DOW can supply specifications upon
request.
9. The Applicant shall comply with the requirements of the
Carbondale Fire Protection District regarding the
provision of sufficient water supply for fire fighting.
CI If an underground tank is required, photo documentation of
it's installation shall be submitted to the Building
Department, prior to the issuance of occupancy permits.
10. Prior to issuance of a building permit, the Applicant shall
provide documentation of an adequate domestic water supply.
' Quantity and quality of said supply shall meet the approval
rN of the Environmental Health Department.
11. No development, including grading, shall occur outside of the
building envelope other than the access drive and necessary
utility extensions. Vegetation removal outside the envelope
CA shall be prohibited.
12. Any residential structure built on the property shall be
designed with adequate subfloor ventilation or gas shielded
M foundation walls to prevent excessive levels of radon.
Building plans shall be reviewed and certified by a registered
professional engineer or a ventilation design expert.
co 13. The Applicant shall submit a drainage and erosion control plan
14,
to the County Engineer prior to the issuance of a building
permit.
14. If development within the required setbacks is proposed, (as
allowed by the adjusted building envelope), the Applicant
�^ shall obtain Board of Adjustment approval for a variance to
the setbacks prior to the issuance of a building permit.
r
APPROVED AND ADOPTED ON THE 12TH DAY OF APRIL, 1994
Resolution No. 94-1
Page 4
ark and Recorder
AS TO FORM:
Timothy 8. Rh' " t,
County Atto ' y
rego— wall 1041gensub
36934 B-748 F -5B4
BOARD OF COUNTY COMMISSIONERS
OF PITXIN COUNTY, COLORADO
By
chailman
Date_
APPROVED AS TO CONTENT:
S�
Bus a 1Co chan,
County Planning Director
Q4/ ^/94 t�3: 4F' FG 4 OF 5
`r y 1,617'
LEGAL DESCRIPTION
A tract of lard situated in the SE 1/4 NE 1/4, Section 17, Tt w mUp 10
South, Range 88 West of the 6th P.M., described as follows:
Be9i m 7 at a point an the East line of said SE 1/4 NE 1/4 whe o the
East 1/4 Casner of said Section 17 bears north 0.53' West, 458.20
feet;
the South 0° 53' East, 117.10 feet alarxg Fact line of said SE 1/4 NE
1/4;
thence South 89 ° 10' West, 98.90 feet;
thence North 1 ° 28' West, 117.10 feet;
thence N=-th 89010' Fast, 100.10 feet to a Paint of Baj:m,i 7.
369342 9-748 P-585 04/22/94 03:24P PG 5 OF 5
�14W lVA/� T d,,!,, maOWE'-- _
/dcu,%c� C�� /2ac�S/m� ��•, c� AGreS
i
__rte--- MAZ, ct
DS
Telephone: 970-925-7171
RHONDA J. BAZIL, P.C.
Attorneys at Law
323 W. Main Street
Suite 301
Aspen, Colorado 81611
FACSIMILE COVER LETTER
TO: Mary - Environmental
Health
FROM: Rhonda Bazil
DATE: November 14, 1996
OUR CLIENT: Wall
Facsimile: 970-925-9199
FACSIMILE #: 920-5197
FACSIMILE #: 970-925-9199
TIME: 1:15 P.M.
MATTER:
TOTAL NUMBER OF PAGES: 1 (INCLUDING THIS COVER PAGE)
IF YOU DO NOT RECEIVE ALL OF THE PAGES,
PLEASE CALL 970-925-7171 AS SOON AS POSSIBLE.
MESSAGE:
Directions to the site are as follows: Drive past
Redstone going west, pass the Redstone Castle, turn left
on the first bridge on the left, approximately 2 miles
past Redstone. At an intersection in the road, go right
for approximately 100 yards,`to another intersection and
again go right. This will take you across Cline Creek.
You then climb a hill and approximately 150-250 yards
from the top of the hill, there will be a public notice
sign on the left, marking the lot. There is a green
octagonal house just past this lot. I will meet you at
the site at 1:30 on Friday, November 15th. Call me if
you have any problems on my cell phone, 379-7323.
T•d S30Idd0 Md -1 133 iS NIUW 1S3M Wd8T:20 96, VT AON
MEMORANDUM
To: Rick Magill, Community Development Dept.
From: Mary Engelmann, Environmental Health Officer
Through: Lee Cassin, Assistant Environmental Health Director
Date:---ot��-- ~ I�
Re: Wall Minor 1041 Hazard Review aa5 -�
Parcel ID # 2729-293-01-011'`W c2.
The Aspen/Pitkin Environmental Health Department has reviewed the details of the Wall
application under the authority of the Pitkin County Code, Title II, Land Use Code and
has the following comments.
ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-170 and 3-110.4:
"It is the policy of the County to insure the availability of a water supply of adequate quality, quantity, pressure and dependability for fire protection
and support of a proposed land use prior to approval of the use. The County shall require land uses to hook up to existing public systems if service is
available."
This Department needs adequate information on the quantity of water available. This
can be done from tests of wells present on-site by a water engineer's or well driller's
report. The applicant should ensure that the water quality is acceptable by having it
tested by a lab such as the Snowmass Water and Sanitation District or Aspen
Consolidated Sanitation District. Water of acceptable quantity has been obtained in
other lots in this area.
According to the applicant, a well has already been drilled on this property. If the
location that is believed to be where the well is located is correct, it appears that it may
be outside of the building envelope. Pitkin County Land Use Code requires that the
well site be within the building envelope. The possibility exists that the well is not
within the building envelope.
It is recommended that low water landscaping (xeriscaping) be used and that the timing
of any sprinkler systems be decreased for low water plants. The Colorado State
University Cooperative Extension office can be contacted for more information on
xeriscaping.
A condition of approval for this application is the receipt of information
documenting that the location of the well(s) meet setback requirements
and can be placed within the building envelope and that quantity/quality of
the well water are adequate. Without meeting these requirements a
sewage disposal system permit and building permit can not be issued.
SEWAGE TREATMENT AND COLLECTION: Sections 2-180 and 3-110.5:
"It is the policy of the County to ensure that adequate sewage treatment facilities are available to serve existing and new developments. Public and
private sewage disposal systems and connections to such systems shall comply with the sewage disposal guidelines of Pitkin County's Individual Sewage
Disposal System Regulation."
Lots in the Redstone Ranch Acres area are served by individual sewage disposal systems.
All such systems installed within Pitkin County require septic permits issued by the
Environmental Health Department, and must comply with the County's sewage disposal
regulations. To receive a septic permit, the applicant will need to submit a septic
permit application and appropriate fee with a completed soil data information
including percolation test results and profile hole information, as well as site plan and
building floor plans. it must be possible to design an adequate sewage disposal system
before a building permit can be issued.
The Aspen/Pitkin Environmental Health Department will design the system for
the applicant as part of the permit fee, if an engineered system is not required.
We will do a site visit, advise the applicant about the best location for the system and
provide a system design. We will determine if an engineered system is needed based on
soil test results. An engineered system is required if any one of the following
conditions exists: a percolation rate faster than 5 mpi or slower than 60 mpi; maximum
seasonal level of the groundwater table or bedrock less than four feet below the
bottom of the proposed absorption system; or a slope in excess of 30%. Prior to
initiating any tests at the site, the applicant should contact this office.
Since the location of the Wall's existing well or any existing neighbor's wells was not
provided, it is unknown at this time if setback requirements between sewage disposal
system components and these wells can be met. A site visit was conducted on
November 15, 1996 at which time it is believed that the Wall's well is located in the area
just north of the building envelope, but this information would have to be confirmed.
The location of any neighboring wells is still unknown.
Our records show that perc rates in the Redstone Ranch Acres have been within a range
of 5 to 60 minutes per inch which would mean that either a conventional or engineered
system could be possible. Site specific soil data will have to be obtained. The Wall's will
need to adhere to minimum horizontal setback requirements for placement of sewage
disposal system components which can be difficult on some lots. They will need to
locate the leach field site a minimum of 100 feet from their well and from any
neighboring wells and this distance may be required to be farther depending on the
size of the home and number of bedrooms or rooms of similar size. As was before
mentioned, the locations of wells is not known, so meeting the setback requirements
3
M�
may be a determining factor on the location of the field, size of the field ( therefore,
possibly the size of the home), or even if it is possible to put a field in.
Provided, are a few examples of setback distances from wells, and absorption area sizes
based on a mid-range perc rate of 30 mpi. The size of absorption area would be
different if the perc rate is different. The example sizes are from the current regulation
in 1996. If the sewage disposal system is permitted under a different regulation, the
requirements may be different. For a home that is less than 2,000 square feet with 3
bedrooms or rooms of similar size, the absorption area required would be 863 sq. ft.
and the distance from the well would have to be 100 ft. If the home is the same size,
but has 4 bedrooms or rooms of similar size, the absorption area would have to be
1,150 sq. ft. and again, the distance to the well would have to be 100 ft. For a home of
between 2,000 - 6,000 sq. ft. with 3 bedrooms or rooms of similar size the absorption
area required would have to be 1,150 sq. ft. and the distance from the well 100 ft. If
there are 4 bedrooms or rooms of similar size, the absorption area would have to be
1,534 sq. ft. and the distance from the well 132 ft. If the home has 5 bedrooms or
rooms of similar size, the absorption area would have to have 1,917 sq. ft. and the
distance from the well 160 ft.
There is a very steep slope that drops off at the back of the building envelope. There
should be an area of undisturbed soil left between the leachfield and where the hill
starts to drop off.
A chart of minimum horizontal distances between sewage system components and
pertinent physical features has been included with these comments. All setback
requirements must be maintained. At the time of the site visit, the ground was
covered with snow, so it was not possible to determine if there were any ditches
present as well as other pertinent physical features.
The sewage disposal system must be located within the building envelope. The area for
the leach field should be located in an area of no traffic, planted with dry land grass,
and should not be watered. It is desirable to locate the system downhill from the house
so that the system can operate by gravity. The applicant should refer to the Pitkin
County Sewage Regulations for detailed information, or call our office to discuss this
site.
if the well permit states that the sewage disposal system must be of the non-
evaporative type where the water is returned to the same stream system in which the
well is located, a completely lined field, such as an evapo-transpiration bed, is not
allowed unless the applicant contacts the Colorado Division of Water Resources and a
new well permit is in place or a plan of augmentation is created.
A condition of approval for this application is the receipt and approval of
the sewage disposal permit by the Environmental Health Department
before a building permit can be issued. The sewage disposal system must
be located within the building envelope.
WATER QUALITY IMPACTS: Sections 2-140 and 3-70.5 and 3-70.10:
"It is the policy of the County to preserve and protect its present water resources, recognizing the County's semi -arid character and that significant
transmountain and transbasin diversions and the vested rights of senior appropriators in the basin have materially curtailed the availability of an
already scarce water resource. To this end it is the policy of the County that no land use be initiated which would adversely affect the quantity, quality,
or accessibility of the County's water resources; or which would occur at the expense of established water -dependent agricultural activities; or which
would result in increased salinization of water resources, loss of minimum stream flows, further destruction of wildlife habitat, or major expenditures
to reacquire or redistribute major water resources. It is also the policy of the County to maintain a natural vegetative buffer along its surface waters
such that the surface and groundwaters of the area are not encroached upon by land uses or other human activities which could cause deterioration of
water quality or impair the natural treatment processes provided by meadows and wetlands."
The Environmental Health Department is charged with preserving and protecting the
quality of Pitkin County's water resources. Since a large percentage of the population is
dependent upon water from wells, elimination of groundwater pollution, and
protection of aquifers and their drainage areas are of utmost importance.
Surface water and groundwater contamination can also be caused by inadequate
setback distances from sewage disposal systems to proximate wells, rivers, creeks,
ponds, and reservoirs. Minimum horizontal distances between components of a sewage
disposal system and physical features must be in accordance with the Pitkin County
Sewage Regulation. This Department reserves the right to require water quality
sampling at the homeowner's expense.
A condition of approval for this application is: All required distances be
maintained between sewage disposal system components and any surface
water, ground water, wells, rivers, creeks, ditches, water lines, ponds and
reservoirs.
AIR QUALITY: Sections 2-130 and 3-602:
"Only that development is permitted which will not contribute significantly to degradation of air quality.
This project is not expected to contribute significantly to degradation of air quality in
Pitkin County.
The applicant must file a fireplace/woodstove permit with the Environmental Health
Department before the building permit will be issued.
The less densely populated parts of the county like Redstone Ranch Acres may have two
devices per building: a maximum of one wood burning fireplace and a second device
which can be either a gas log fireplace or a certified woodstove. In addition, unlimited
numbers of decorative gas appliances are allowed. Coal may not be burned in any
device. No wood burning device may be installed in barns or agricultural buildings.
A condition of approval for this application is the receipt and approval of
the fireplace/woodstove permit by the Environmental Health Department
before the building permit can be issued.
CONFORMANCE WITH OTHER ENVIRONMENTAL HEALTH LAWS: Section 2-70:
"It is the policy of the County to ensure that no use or development of land is permitted which is in violation of the laws of the County, the State of
Colorado, or the United States of America."
This Department is not aware of any issues of concern regarding other environmental
health laws.
VICINITY MAP
SCAL&. 1"=2.000'
SEC. 299T.10 8.9R.88 W.
RECOMMENDATION: Staff recommends that the Hearing
Officer recommend approval of the Harsh 1041 Hazard Review
and General Submission. subject to the following conditions:
1. The applicants shall submit an amended site plan to
the Community Development Department for
recording. prior to submission of on buildingy permit
applications. The site plan shall also be su6mrtted in
digital format for integration into the County's GIS
system. The site plan shall be modified as follows:
A) Amend the signature block for the Pitkin County
Hearin, Officer.
B)" The building envelcw,,
e snail be amend -d ,,r !he
Sit* y l+en �_ be eat Fj;ck IA f m_ r�i,P eq eit^n of
bank and 20 feet from the front property fine.
The well location shall be shorn on the site
plan.
C) Include the following 1041 Hazard waiver on the
site plan: "Applicant acknowledges that he/she
has been informed by Pitkin County of the
existence of 1041 environmental hazard areas
that might affect the property. any
improvements. and the use and occupancy thereof.'
2. A variance from the Board of Adjustment will be
required for any structure within the required setback.
3. Prior to issuance of a septic permit. the applicants shall
provide documentation to the Environmental Health
Department as to the location of the well. its
compliance with the setback requirements. and the
quantity/quality of the water.
4. A septic permit shall be obtained from the
Environmental Health Department. prior to issuance of
o buildingpermit. The septic system must be located
within the building9 envelope and must comply with the
setback re9uirem4 a from surface and groundwater
sources.
5. A fireplace/woodstove permit shall be approved by the
Environmental Health Department prior to is,
of
a building permit.
6. The applicant shall comply with the following
landscaping and wildfire"defensible space mitigation
standards:
A) brush. dwsria. and non -ornamental vegetation
e,hall be removed within a minimusr 10 foot
pori,wa,ter crourd the structure.
B) Vegetation shall be reduced to break up the
vertical and horizontal continuity of the fuels a
minimum of a 30 foot perimeter around the
structure. which includes the trees located on
the embankment. However. the ponderosa
pines on the embankment shall not be
removed.
C) Spacing between clumps of brush and
vegetation within the 30 foot perimeters shall be
a minimum of two times the height of the fuel.
Maximum diameter of the clumps shall not
exceed 10 feet. All measurements shall be
from the edges of the crowns of the fuel.
D) All branches from trees and brush within the 30
foot perimeter shall bepruned to a height of 10
feet above the ground and ladder fuels from
around trees and brush shall be removed.
E) Tree crown separation within the 30 foot
perimeters shall have a minimum of 10 feet
between the edges of the crowns.
F) All branches which extend over the roof eaves
shall be trimmed and all branches within 15 feet
of the chimneys shall be removed.
G) The densityy of fuels within a 100 foot perimeter
of the structure sholI be reduced.
1) Low vegetation shall be maintained within a 10
foot perimeter around all structures.
J) The applicant shall be responsible for the
continued maintenance of the defensible space
vegetation requirements.
GLENN HARSH 1041 HAZARD
PITKIN COUNTY,
/ L.S. 2376
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Assumed elev. 100. '
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7, The applicant shall comply with the folio` waft-
irig additional wildfire mitigation standards:s
A) The building envelope shall not be locate CP \
in draws, canyons or on slopes greater than 30%. \ r \
B) Roof construction sho l be Class A. non-
Cv.Mbustible material with no flat roofs.
C) Vents shall be screened with corrosive
ri�sistant wire mesh with mesh 1/4 inch maximum.
D) Roofs andgutters shall be kept clear of d0bri\
E) Yards shall be kept clear of all litter. slash.
U:;d flammable aebr i s.
F) All flammable moteriais shall be stored on a �` ` Bent rebar
parallel contour a minimum of 15 feet away from \ \
any structure.
G) Weed4 andggrasses within the 10 foot perimeter \ \
shall be maintained fo a height not more than 6
inches.
H) Firewood/wood piles shall be stacked on a 8. Onlyy cane dog is permitted on the property. and the dog
parallel contour a minimum of 15 feet away from � shall be k0a*I ed. The kennel shall be constructed
. structure. prior to is::uorce of a Certificate of Occupancy.
I) Swimming pools shall be accessible to Fire
Department vehicles. 9. All trash/garbage sho11 be kept in approved bear proof
J) Fences shall be kept clear of brush and debris. garbage containers.
K) Wood fences shall not connect to the structure.
L) Any outbuildings or additional structures shall 10. Site upecific soils engineering studies and proper soils
adhere to the some standards as structures. engineering techniques shall be utilized to insure
M) Fuel tanks shall be installed underground with correct foundation design.
an o roved container.
N) Propane tanks shall be installed according to II. No diveRopment. including groding and vegetation
IJFPA 48 standards and on a contour away removal or iisturbance. shall occur outside of the
from the structure with standard defensible approved building envelope. except for utility and
ipace.vegetation mitigation around any above driveway ext-snuions and maintenance. and as may be
round tank. Any wood enclosure around the necessary to implement the wildfire mitigation
lank shall be constructed with materials measures re,uired elsewhere in this document.
approved for 2 hour fire -resistive construction
on the exterior side of the walls. 12. An a+.%e:s permit is required prior to issuanc,v of a
01 Each structure shall have a minimum of one 10 building permit.
pound approved ABC fire ext:nggwisher placed in
a visible and accessible location. 13. All material reprosentotions mode by the applicants in
P) Addresses shall be clearly marked with 2 inch the application or in public meetings shall be adhered
non-combustible letters and shall be visible and to and considered conditions of approval. unless
installed on a non-combustible post. amended by :ther conditions.
0) Utility lines shall be buried.
UTILITY
EASEMENT
i I
REVIEW SITE
COLORADO.
CURVE DELTA ANGLE
C 1 53'17'15'
C 2 50001'10'
A OT E- 11
0. 45 .4C. v/ -
ME
0 U 20' 30' 40'
SCALE: 1"=20'
LEGAL DESCRIPTION
LOT E - II. REDSTONE RANCH ACRES SUB -DIVISION NO. 3. PITKIN COUNTY.
COLORADO. CONTAINING 0.45 ACRES MORE OR LESS.
i.- R
P'
WA
THE ''ROVISIONS OF THESE REGULATIONS DO NOT IN ANYWAY ASSURE OR IMPLY THAT
AREA$ OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS. OR
THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF ANY
RADIUS ARC TANGENT CHORD CHORD BEARING PROPERTY.
100.76' 93.71' 50.55' 90.37' N 04'39'36'W APPLICANT
95.82' 83.65' 44.70' 81.02' N 01.27'30"W GLENN HARSH
1a \
0�
Lot E-10
Approved 1041 Hazard Review
By. Pitkin County Hearing Officer
M
Date: II11x07
LEGEND & NOTES
• FOUND REBAR
0 POWER POLE
............ EDGE OF GRAVEL
— OVERHEAD UTILITY LINE
SURVEYOR'S CERTIFICATE
G FOUND REBAR d CAP
WELL
A TRAVERSE POINT
-SA -
! tYDNEY LINCICOME, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR
LICENSED UNDER THE LAWS OF THE STATE OF COLORADO. THAT THIS SITE PLAN IS A
TRU', CORRECT AND COMPLETE SITE PLAN OF A 1041 HAZARD REVIEW AS SHOWN
HEREON. THAT SAID SITE PLAN WAS MADE FROM AN ACCURATE SURVEY OF THE REAL
PRO:'ERTY DESCRIBED HEREON BY ME AND UNDER MY DIRECT SUPERVISION AND
CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE PROPERTY AND OF THE
BUILDING ENVELOPE. THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY
KNOYLEDGE AND BELIEF. -P'k
IN VITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS _ll//DAY OF
A. D . 199?.
`=. `CEPTANCE FOR RECORDING
THIS 1041 MAP HAS BEEN ACCEPTED FOR FILING IN THE OFFICE ,3F THE CLERK AND
RECORDER OF P I I COUNTY. COLQftADO ON THIS lam_ DAY Y A.D. 1997
IN FLAT BOOK AT PAGE J `2 AS RECEPTION NO.
HARSH 1041 HAZARD REVIEW SITE
LOT E -II. REDSTONE RANCH AC
PITKIN COUNTY COLORADO.
By- LINES IN SPA G2
SYDNEY LINCICOME ( L. S. 14 /
BOX 0 CARBOADALE. COLO. 303-SM5,3-3
DATE.• r)-28-97 SCALE: l' - 20' ✓OR Ak