HomeMy WebLinkAboutpitkin.eh.264335105002 (1996)ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT
APPLI(� ;ION FOR INDIVIDUAL SEWAGE DISPOS�YSTEM
r 130 S. Galena St., Aspen Colorado 81611
s7 Phone 970-920-5070/Fax 970-920-5039
Permit # L� Parcel ID #
Permit For: New Inst -I! uonf�Repair ( ) Remodel ( ) Emergency Use ( )
Name of OWNER
Owner's Mailing Address 1_ C//
Business Phone: Home Phone:
Primary Contact Person 11,6 GAG 5a ,:. q -- �
Contact Mailing Address _ O k)
Business Phone: Lf 5 '� 7S I Cell Phone : Fax: ' f o
Copy of permit to be sent to: Owner( ) Contact Person�41Both ( )
Street Address
Legal Description: Lot `7 !r— ,Block
Size of lot: acres Type of proposed structure:
Total area/living space (sq. ft):
G retaker Unit: ( )Attached
L Subdivision
Size of bldg. envelope:
# of Bedrooms. offices and similar size rooms: 77
offices and similar size rooms:
a
Water:( )Private well( )Spring ( )Stream Community/Public (Name of System)
Is Proof of A equate Water Attached (required) ? Yes ( ) No
Has this project been approved by Pitkin County ? ( ) Yes ( ) No
Is a copy of the floor plan attached ( required ) ? ( ) Yes ( ) No
Is a copy of the site plan attached (required) ? () Yes () No
Application for an individual sewage disposal system is herebK submitted. The undersigned acknowledges that the above information is true and that false information will
invalidate the application and any subsequent permit. Issuan of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County
codes. No construction may be undert n all a ovals nd permits have been obtained. The owner assumes all responsibilities in case of failure or inadequacy of this
system.
Signature of applicant Date C z / C
\_ I_ 1_ _ _ _ _ For department use below
Design Criteria of system to be Installed Any changes must be submitted and approved in writing)
Perc Rate 5 min per inch Profile Hole : Depth to bedrock/groundwater 8 feet
Septic tank capacity: 7 5'Q gallons Absorption area: ;K -7 1 .2 sq. ft.
319 / ° ,�a ,r�.�e-t,,-c �,Q/� .�� e c •f
An inspection is required prior to backfill of any component of the distribution system.
Design by Engineer Required ? ( ) Yes (*,A No All plans and specifications of the engineer must be followed. Any changes must be approved in
writing and the engineer must certify the final installation to the Environmental Health Department in writing.
Permit approval by: Date
Plans and specifications of the proposed individualaage disposal system have aen reviewed and are consideredlsatisfactory. Permission is hereby granted to the owner or
the agent to perform 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.
Installer:
As -Built drawings must be included with this permit bef a the final approval will be issued.
Receipt # Time Info Complete Site Plan
j Date received _ Permit issued Floor Plan
Received by Final Insp Requested Well Permit or
Date Info Complete Final Insp Completed Water System Letter
Final Inspection Approval: Date:_ /2o719 /
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ASPENIPITKIN ENVIRONMIENTAL HEALTH DEPARTMENT
APPLION FOR INDIVIDUAL SEWAGE DISPOS'YSTEM
130 S. Galena St., Aspen Colorado 81611
Phone 970-920-5070/Fax 970-920-5039
Permit # q(Voyto Parcel ID # a u ,-ia• 3� f - S o l ' \
Permit For: New Installation X
Repair ( ) Remodel ( ) Emergency Use ( )
Name of OWNER
Owner's Mailing Address 67
Business Phone: Home Phone:
Name of Agent
Agent's Mailing Address 0
Business Phone: 7051 7457�Cell Phone: Fax: _
Copy of permit to be sent to: Owner ( ) Agent X Both ( )
Street Address - ` be
Legal Description: Lot Block
Size of lot: 3 acres Type of proposed structure: s I
OF
Total area/living space (sq. ft):Zf # of Bedrooms, offices and similar
Caretaker Unit : Attached Detached # of Bedrooms, offices and sim r size
Water:( )Private well( )Spring ( )Stream�kCommunity/Public (Name of System) 1
Is Proof of Adequate Water Attached ? 1�4 Yes ( ) No
Has this project been approved by Pitkin County ? ) Yes ( ) No
Is a copy of the floor plan attached ( required ) ? ( Yes ( ) No
of bldg. _elope:
tie :rooms: d
Application for an individual sewage disposal system is hereby ubmitted. The and igned acknowledg@s that the above information is true and that false information will
invalidate the application and any subsequent permit. Issuance t the permit does n imply the approv of any other permit required for construction pursuant to Pitkin County
codes No construction may be undertaken until all approvals an permits have been 6ktained. The er assumes all responsibilities in case of failure or inadequacy of this
system.
Signature of applicant Date
For department use below
- - - - - - - - - - - - - - - - - - - - - �Z - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Septic tank capacity: f C 0 g ons Abs rption area: �� j ] sq. ft.
i
i �.��u..s� •/fin r� (`� � ��i, � I D ,�
OL 0
An inspection is required prior to backfill o any component of the distribution system.
Lesion by Engineer Required ? ( ) Yes ( XNo All plans and specifications of the engineer must be followed. Any changes must be approved in
writing and the engineer must certify the fi6aal installation to the Environmental Health Department in writing. q
i Permit approval by: Date 30
Pla^s and specifications of the proposed individual sewageosal system have ew en reviand are considered satisfactory. Permission is hereby granted to the owner or
vie agent to perform the work indicated in accordance with h Pitkin County ISDS Regulation eBect at the time of issue. This permit becomes invalid 6 months from the date I
that --)e permit was issued unless system construction has commenced or an extension has been approved in writing by the Department.
Installer
As -Built drawings must be included with this permit before the final approval will be issued.
r":na: Inspection Approval:
Date Pd ' — �� 'g (f Receipt 9:
Date:
Date requested:
2*34 J Received by: !�1 L_ Information complete: I -/ 41— f �/
9/21/2017 Parcel Detail
Pitkin County Assessor
Parcel Detail Information
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Account
Number
Parcel
Number
Property Type
2016 Mill
Levy
042
1 R008008
1264335105002
IRESIDENTIAL
1 48.888
Primary Owner Name and Address
IWILLARD LAWSON & MARY B
2449 PACIFIC AVE
SAN FRANCISCO, CA 94115
Additional Owner Detail
Legal Description
Subdivision: STARWOOD Block: 8 Lot: R-54 STARWOOD EIGHT
Location
Physical Address:
885 S STARWOOD DR ASPEN
Subdivision:
STARWOOD
Land Acres:
3.190
Land Sq Ft:
0
2017 Property Value Summary
Actual Value Assessed Value
Land: 1,800,000 129,600
Improvements: 654,700 47,140
http://pitkinassessor.org/assessor/Parcel.asp?AccountNumber=RO08008 1/3
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P.O. Box 1090 Carbondale, Colorado 81623 970-963-0377 Fax 963-2247
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ARCHITECTURE AND PLANNING, P.C. • 605 E. MAIN • ASPEN, CO 81611 • TEL.: 970 925 4755 • FAX: 970 920 2950
DATE ■
PROJECT ■ / LJ C/�aLJ ✓ �/ 5J%AAt-WoZ,��a> ZV-7-
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DESCRIPTION ■ / ) ze'7*x? F'-/ :mNn
2�c,�� recryi Sim
COMMENTS ■
STARWOOD WATER DISTRICT
P.O Box 629
Aspen. Colorado 81612
June 24, 1996
Mr. Ken Wells
c/o Bill Poss & Associates
605 East Main Street
Aspen, CO 81611
RE: Field house, Tract R-54
Dear Mr. Wells,
This letter serves as confirmation that the Starwood Water District
will supply water to the proposed Field house on Tract R-54,
Starwood Subdivision, 0885 S. Starwood Drive, Aspen, Pitkin County,
Colorado.
If you have any questions, please call me at 925-8939.
Sincerely,
Julia Johnston, Secretary
Starwood Homeowners Association
Starwood Water District
RECEIVED
JUN 2 5 1990-
BILL
996
BILL POSS AND ASSOCIATES
ASPEN. COLORADO
Nelson Environmental & Wastewater Solutions, RA
E
W July 12, 1996
S Mr. Jim Wood
Wood, Inc., General Contractor
2010 Eastbank Point
Carbondale, CO 81623
Subject: Soils Evaluation and Percolation Tests for an Individual Sewage System
Design for the Guest House Cabin at the Field Residence on Lot R-54, Starwood
Subdivision, numbered as South Starwood Drive
Dear Jim,
As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils
study and percolation tests to design a septic system for the proposed residence. We
conducted this study in accordance with Article 5 of the Pitkin County Individual
Sewage Disposal System Regulation on July 9 and 10, 1996. We have based our
recommendations on the subsurface conditions encountered. Please furnish this letter
to the Aspen/Pitkin Environmental Health Department at our earliest convenience in
order for you to obtain a permit to construct this individual sewage system.
Proposed Construction:
The proposed cabin guest house will be a two bedroom, two and one-half bathroom,
two story structure of approximately 1976 square feet of living area.
Site Conditions:
The property is a lot in the Starwood Subdivision of approximately 3 acres. There is an
existing main residence on the adjacent Lot 64 of the Field property. The drinking
water to the guest cabin is to be provided from the subdivision water system. The road
and access drive are constructed to the westerly property line.
The building site is on a portion of the lot located above a lateral of the Red Mountain
Ditch cutting through the lot North of the building site. This ditch is more than one
hundred feet below the revised building site and should not present any difficulties with
the construction of the individual sewage disposal system. The lot is covered with
young aspen trees and an understory of servicebery and grasses.
The ground surface of the site appears natural throughout the proposed area of
building and within the site of the absorption field. The ground slopes to the west at a
10% grade in this area.
P.O. Box 6961 Snowmass Village, CO 81615 Office (970) 923.3289 Home & Fax (970) 923.2766
Field Guest Cabin Residence
Soils Evaluation and Percolation
Test for Individual Sewage System Design
Lot R-54, Starwood Subdivision
July 12, 1996
Page 2
Subsurface Conditions:
A soil profile pit was excavated to a depth of eight feet. The profile excavation was
done about ten feet below the proposed absorption area site. No groundwater was
encountered and bedrock was not present within eight feet of the surface of the
ground. Additional soil borings, to a depth of fourteen were performed by Hepworth
Pawlak Geotechnical, Inc. earlier this year. We located these boring holes during our
site visit. They are reported as additional information. The Hepworth Pawlak
Geotechnical, Inc. boring logs show that the sandy clays extend to a depth of nine feet
over most of the lot, and overlay a clayey sand and gravel to the bottom of their test
borings. No groundwater was encountered and bedrock was not found within fourteen
feet from the surface of the ground.
The top twenty-four to thirty inches of soil in the profile excavation was a reddish brown
topsoil with a characteristic sandy clay texture. Below the topsoil and to the bottom of
the profile excavation, a slightly moist, reddish fine sandy clay of relatively uniform
consistency was present. This subsoil contained some angular sandstone fragments
from two to ten inches in size. Both the topsoil and the clay exhibited some smearing
and compaction from the pressure of earthmoving equipment.
The subsurface soil conditions were evaluated with the standard percolation test
procedures at the approximate location shown on Figure 1. The subsoil in which the
percolation testing was conducted consisted of a reddish sandy clay loam. The soil
was well consolidated and showed little tendency to swell, according to the Hepworth-
Pawlak Geotechnical, Inc. report of June 3, 1996.
Percolation Testina:
Percolation testing was performed in the proposed absorption area South of the staked
building. The shallow holes were hand dug with an post hole auger at the bottom of
backhoe excavations dug to a depth of two and one-half to three feet. The test holes
were completed to a total depth of between thirty-nine and forty-eight inches. They
were cleaned out with hand tools. Before the presoaking for the percolation test, the
sidewalis were scraped, and three inches of gravel were placed in the bottom of each
hole to protect the bottom of the hand dug test holes from fine, scoured soil coming off
the sidewalls when the water was added. We pre-soaked the percolation test holes by
adding water the evening before the percolation test measurements and again
Field Guest Cabin Residence
Soils Evaluation and Percolation
Test for Individual Sewage System Design
Lot R-54, Starwood Subdivision
July 12, 1996
Page 3
approximately eight hours before starting the percolation test measurements. The test
holes were refilled every two hours thereafter until evening. Some water remained in
the percolation test holes after the presoaking periods.
The results of the percolation testing are presented in Table I. The results indicate the
fine red sandy clay loam subsoil has an average percolation rate of 54 minutes per
inch, slow but acceptable. This soil is considered a suitable soil for a conventional
infiltration trench design for the on-site sewage system.
Limitations: This report has been prepared in accordance with generally accepted
practices in this area for use for sewage disposal design purposes. The conclusions
and recommendations submitted in this report are based upon data obtained from our
site visits at the location indicated. There is some possibility that the nature and extent
of variations in the subsurface soils across the site may not have been evident at the
time of this investigation, and may need additional evaluation, if further excavation
reveals conditions different from those described. This office should be advised of any
unusual situations as soon as possible so we may reevaluate our recommendations.
If you have questions or if we may be of further assistance, please call the office.
Sincerely,
Robert F. Nelson
President
cc: Dave Rybak, Architect
Bill Poss & Associates
Reviewed By:
*GORE 1 '
Field Cabin Property
dying vegeta o
Proposed Orive '
and Turn Around
i�Existing Dirt Road -�• � • / : � : � / / � •
I i EN.
Site Wall '
i / �' ,' /�� •'r H -P Boring 3
I f
D00 I� i
u i
P.�O�'' . ' .. ; • • • s H -P Boring 2
rX
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H P Boring 1
ft
M.0 /
2 �•. /
46
ED BUILDING LOCATION
1
�• ,. / ,' � � � �$ - .r+;; �.. t 193: o' i _,
I ? :, • , i
1
} s,.
' / ; Profile Excavation
P-3 IF
North
Approximate Scale: 111= 45
1 �l
,. I
Nelson Environmental & Wastewater Solutiones Ltd
E
W
S TABLE I
PERCOLATION TEST RESULT FORM
Hole
Length
Depth at
Depth at
Drop in
Average
Hole Depth
of Interval
Start of Interval
End of Interval
Water Level
Percolation
No. (in.)
(Minutes)
(Inches)
(Inches)
(Inches)
Rate(Min./Inch)
1 44 10
43/16
315/16
1/4
10
315/16
311/16
1/4
10
311/16
37/16
1/4
10
37/16
31/4
3/16
10
31/4
31/16
3/16
10
31/16
27/8
3/16 53
2 391/2 10
715/16
73/4
3/16
10
73/4
79/16
3/16
10
79/16
73/8
3/16
10
73/8
71/4
1/8
10
71/4
71/16
3/16
10
71/16
615/16
1/8 80
3 48 10
79/16
71/8
7/16
10
71/8
65/8
1/2
10
65/8
61/4
3/8
10
61/4
57/8
3/8
10
57/8
57/16
7/16
10
57/16
5 1/8
3/8 27
Sally Field Property
Lot R-54, Starwood Subdivision
0883 South Starwood Drive
Date of Percolation Test: 07/10/96
P.O. Box 6961 Snowmass Village, CO 81615 Office (970) 923.3289 Home & Fax (970) 923.2766
Nelson Environmental & Wastewater Solution. Ltd
F
W Property Address: 0883 South Starwood Drive
S Legal Description: Lot R-54, Starwood Subdivision
Property Owner:
Name Sally Field
Address0801 South Starwood Drive Aspen CO 81611
Contractor:
Excavating Contractor:
Name Wood, Inc., General Contractor Name Aspen Earthmoving
Address 2010 Eastbank Point Address387 10th
Carbondale, CO 81623 Carbondale, CO 81623
Phone 963-3907 Phone 963-0377
Saturation and Swelling
o Smeared surfaces removed X Yes
o Gravel Added X Yes To a 3" Depth
o Date and Time presoak water added
07/09/96 na 5:35 p.m.
o Amount of presoak water added
5 gallons/hole on 7/9/96
10 gallons/hole on 7/10/96
o Water remaining in holes after overnight presoak?
Hole 1: _Yes X No
Hole 2: _ Yes X No
Hole 3 _ Yes X No
Percolation Rate Measurement
Hole 1: 53 minutes/inch
Hole 2: 80 minutes/inch
Hole 3: 27 minutestinch
AVERAGE 54 minutes/inch
Groundwater:
o Not Encountered at 8 ft.
o Estimated depth to high seasonal
water if not encountered- >80 feet
o Is area believed to be subject to
seasonal fluctuations which could
result in a seasonal water table?
Yes X No
Slope in absorption area
10% to the West
Bedrock
o Not Encountered to 8 ft.
o Estimated depth if not encountered -80 ft.
o Type of bedrock:
X Sandstone _Claystone
_Siltstone
o Is bedrock believed to be permeable?
Yes X No
I certify that the above information is correct and complete to the best of my knowledge
and that all tests were performed in accordance with the provisions of Pitkin County
Individual Sewage Disposal System Regulation, Section 5-1 through 5-7.
Reviewed by:
Obert F. Nelson p E `3 / Z � -7- IS--
President
P.O. Box 6961 Snowmass Village, CO 81615 Office (970) 923.3289 Home & Fax (970) 923.2766
ASOEN/PITT, ENVIRONMENTAL HEALTH DEPARTMe„ ,Ir
ISDS DESIGN REQUIREMENTS
DEPARTMENT USE ONLY
Permit #
Name Sally Fields Parcel ID 2643 -351 -
House Siz 1976 (75 gpd, 100 gpd, or 130 gpd) 75
Number. of Bedrooms, Lofts, Offices, Similar Rooms, Main House 2
Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker uni 1 add for bunkroom
Average Daily Waste Flow 450 # bedrooms X 2 people/brX 75
State Review Required? no
Perc Rate 54 (T)
Design Flo w (Q) _ # bedrooms X 2 people/bedroom X gpd X 1.75
Q= 787.5
Absorption Area (A= Q/5 X SART)
A = 1157.384sq. ft. of absorption a a required
64 infiltrator units without r uction
A maximum 30% reduction is allowed for use of deep gravel or avelless chambered system.
810.1687 sq.ft. with reduction
45 infiltrator units with reduction
-Type of system: []Absorption trenches []Absorption bed [] ravelless c ambers
[]Dry well []Seepage Pit - []Pumping amber
Is an Engineer -Designed System required? no _
yes _ reason:
Minimum tank capacity 1000 gallons
SETBACK FROM WELL
# of feet = 100
Remember: `8 feet of additional distance for each 100 gallo s/day of design w over 1,000 gallons/da
should be added unless an RPE can verify that it not ne essary to prevent c ntamination.
APPROVED FOR ISSUE BY: DATE:
SYSTEM INSTALLED BY:
DATE OF FINAL INSPECTION REQUEST:
FINAL INSPECTION BY: DATE:
ASPEN/PITr,,A ENVIRONMENTAL HEALTH DEPARTM T
ISDS DESIGN REQUIREMENTS
DEPARTMENT USE ONLY
Permit #
Name Sally Fields Parcel ID 2643 -351 -
House Siz 1976 (75 gpd, 100 gpd, or 130 gpd) 75
Number of Bedrooms, Lofts, Offices, Similar Rooms, Main House 2
Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker uni 0
Average Daily Waste Flow 300 # bedrooms X 2 people/br X 75
State Review Required? no
Perc Rate 54 (T)
Design Flo w (Q) _ # bedrooms X2 people/bedroom X,gpd X 1.75
Q= 525
Absorption Area (A= 0/5 X SQRT)
A = 771.5893 sq. ft. of absorption area required
43 infiltrator units without reduction
A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system.
540.1125 sq.ft. with reduction
30 infiltrator units with reduction
Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers
[]Dry well []Seepage Pit []Pumping Chamber
Is an Engineer -Designed System required? no _
yes _ reason:
Minimum tank capacity. 750 gallons
SETBACK FROM WELL
# of feet = 100
Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/da
should be added unless an RPE can verify that it is not necessary to prevent contamination.
APPROVED FOR ISSUE BY:
SYSTEM INSTALLED BY:
DATE OF FINAL INSPECTION REQUEST:
FINAL INSPECTION BY:
Printed on Recycled Paper
DATE:
DATE:
MEMORANDUM
To: Suzanne Wolff, Planning Department
From: Carla Ostberg, Environmental Health & Natural Resources
Department
Date: November 21, 2007
Re: Austin CTH LP Activity Envelope Review and Special Review for a
Caretaker Dwelling Unit (PID 2643-351-05-002; Case P157-07)
SUMMARY OF RELEVANT PARTS OF APPLICATION: The applicant is requesting an Activity
Envelope Review in order to re -develop the single family residence on the property up to a total
of 15,000 square feet.
DISCUSSION: The Pitkin County Environmental Health & Natural Resources Department has
reviewed the details of the Austin CTH LP Activity Envelope Review and Special Review for a
Caretaker Dwelling Unit application under the authority of the Pitkin County Land Use Code and
the Pitkin County ISDS Regulation and has the following comments.
On November 21, 2007, Carla Ostberg and Suzanne Wolff from the Community Development
Department and Grafton Smith, representative of the applicant, conducted a site visit to the
property. There is an existing cabin on the property, built in 1996.
--- WATER SUPPLY:
This property is currently served by the Starwood Water District. At the time of application for a
Septic System Permit, this Department will require a letter from the District confirming they have
sufficient water to supply any new development and have agreed to do so.
--- SEWAGE TREATMENT AND COLLECTION:
The existing septic system on the property was originally permitted in 1996 under Permit
#96046 and consists of a 1000 gallon tank and 465 square feet of absorption area to
accommodate three bedrooms. An as -built drawing is available in our files and indicates
approximate locations of the tank and absorption field.
Any new development must also be served by a septic system. All septic systems installed
within Pitkin County require Septic System Permits issued by the Environmental Health &
Natural Resources Department, and must comply with the County's ISDS regulations. The
County cannot issue a Building Permit until a Septic System Permit has been obtained.
Characteristics of the soil, proximity to groundwater, as well as setbacks to existing ditches
should be taken into consideration when siting a septic system.
Pnoted on Re, yded Paper
Another consideration when determining the location for future development on the property is
the existence of an absorption area servicing the septic system on neighboring Lot R-64 in the
northwest area of the property. According to Grafton Smith, there was no recorded easement
for this absorption area with the title documents for the property currently under review. The
absorption area servicing the neighboring lot is approximately 60' x 40' and was installed in
1996 under Permit #96058.
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