HomeMy WebLinkAboutpitkin.eh.264910100021 (2000) BarnPermit # 20053
Pitkin County Environmental Health Department
Permit for an Individual Sewage Disposal System
130 S. Galena St., Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5074
Parcel ID # 2649-101-00-021
Type of permit New( X ) BARN Repair( ) Addition to House( )
Name of Owner Gary & Sharon Snook
Street Address 8888 Hwy 133 base of Sopris on Nettle Creek, Hanging Valley Ranch
Property legal descriptior
Size of lot 55 acres
Water source Private well
# of bedrooms in house
Caretaker unit
# of bedrooms in caretaker unit
Designed for what # rooms (list)
Total square footage of the house
BARN — 4 stalls
# of offices, lofts & similar sized rooms in house
Total square footage of the caretaker unit
# of offices, lofts & similar sized rooms in caretaker unit
4 horse stall barn w/ bathroom, engineer designed it as a 2 BR detached building
Permit information
Designed by McLaughlin Water Engineers, Dean Derosier
Mailing Address 111 P AABC, Aspen, CO 81611
Perc rate 10 mpi Profile hole depth 8 ft
Septic tank capacity
750
Depth to groundwater or bedrock
+8ft
Absorption area 332 sq ft, 30% infiltrator reduct. = 232 sq ft
Comments
Septic permit approved per compliance with the engineer design letter and specifications dated June 29, 2000.
Any changes must be approved by this department and the design engineer prior to them being made.
Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin
County ISDS regulations.
This department does not endorse any brand of products.
The engineer must do a final inspection of the installation and submit an as -built letter to this department. This
department must also be called for an inspection with a minimum of 48 hours advanced notice.
Permit approved by: Date: A;?_ p v
Plans and specifications of the pr osed individual sewage disposal system have been reviewed and are considered
satisfactory. 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.
As -built drawings must be included with this permit before the final approval will be issued.
Installer:
Primary Contact Person (all communication regarding this permit will go through this person)
Name �'l IL-1- iiAQ �,�.,, r)� N G r b b
Company c. _`� G-�'JfvL�- �cr�'rli-•t-�
Contact Mailing Address
Business Phone: 1116• V ell Phone: Fax: ,-2,4P •
Parcel ID # (available from assessor's office Gj I
at 920-5160 or at www.aspen.com/assessor/)
Street address of property �5�58& J�3 r!Ar Cp
Legal Description: Lot oc Pilin ion}}•�S_
Size of lot: rj Wt27l��aacrre�es
Total square feet o1���etFse`
l� 2_,
C;EC-101 SVA
Type of proposed structure: 6-1 Size of bldg. envelope:
r U11 # of bedrooms in house —Cl)
# of offices, lofts & similar sized rooms in housey
ched ( ) Detached ( ) Total area(sq. ft.) of caretaker unit
t! of hp.drnnms in caretaker unit -��' # of offices, lofts and similar size rooms of caretaker unit
Permit is for: New Home ( Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( )
Water: Private well(�2,meof
) � pring ( ) Stream ( ) Community/Public Water System ( )
If community system: systeriV
The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes
longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time
Of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before
final approval of the ISCS permit.
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 or irrigation lines, drinking water cisterns, drain
tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify
that any such features not shown on attached site map are not present. 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 Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless
should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by
the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system.
Signature of applicant
Received by _
G:\eh\isds\isdsapp.doc
Date • I I • d C:>
Receipt # Date
i
Sent By: McLAUGHLIN WATER ENGINEERS;
970 925 1974; Jan -15• 11:02AM; Page 3
MN" McLAUGHLIN WATER ENGINNERS, ltd.
111 P AABC ASPEN. C'(-)1,(RAD0 $t 1611
970-925-192() 970-925-1974 fax ntweUupoilt4rot nct
MEMORANDUM
Date: Janu4ry 15
To: Pitkin County Environmental health.
From. Dean Derosier; McLaughlin Water Engineers, Ltd.
SeptSystem Final - 93-017.03 - Hanging Valley Ranch - Nettle
RE; Snook Barn Sep
creek abo`-1e the Crystal River
for the Snook Barn at the Hanging Valley Ranch has beer.
The Septic system
installed by Stuteman adrbar Excavation and placed into service. After to
Inspection of the system by MWE, it was found to be in6serve as the acceptant®
eu according
MWEls design and PCEH requirements. This letter is to serve
q
letter for MWE and recommendation to Pitkin County for final acceptance of the
t of record drawings for your information and
system. Z have attached a se
records.
The new main house system installation fs not yet complete and will be
inspected and approved separately -
Please any questions.
0. Dee Dere 'E _
Gdd\fn1\93-017.03/barn-ePticfnl
Sent By: McLAUGHLIN WATER ENGINEERS; 970 925 1974; Jan -15 0 11:02AM; Page 4
Stutsman-Gerbaz Inc.
30376 Highway 82
Snowmass, Colorado 81554
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Baffle (i es r no
Baffle yvTs�pot nu
Baffle yes or no
Lineal feet
Vertical feet
Diameter
Address
... . .........
infillailor, pomp etc.)
V
rim" -
Yards
Off permit
each trencirl
it 3; v in infolfalors
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. ........
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Baffle (i es r no
Baffle yvTs�pot nu
Baffle yes or no
Lineal feet
Vertical feet
Diameter
Sent By: McLAUGHLIN WATER ENGINEERS;
74,
970 925 1974; Jan -15 11:03AM; Page 5
J,
4
MWEMcLAUGHLIN WATER ENGINEERS, ltd.
111 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen@rof.net
MEMORANDUM
Date: June 29, 2000
To: Pitkin County Environmental Health
From: Dean Derosier; McLaughlin Water Engineers, Ltd.
RE: Snook BARN - Septic System Design Notes -97-017.03
The following are my design notes for the Snook BARN Septic System design.
Located up at the base of Sopris on Nettle Creek, Hanging Valley Ranch
- 0 - Bedrooms, (1 bathroom) Min. Design is for two bedrooms
- Approx.0 Square Feet of living area, (Horse Barn)
- 75 gallons per day per person
- 10 minutes per inch perc rates - Perc Test by GDD/MWE
- Ground water 100.0+\- feet from surface
Flow = Q = 2 bed rooms x 2 peo/br x 75 gal/day/per x 1.75 = 525 gallons per
day
Tank sizing - 2 - Bed Rooms requires a minimum of 750 gallons of septic tanks;
Q X 1.25. Install 1 750 gallon tank
Area of Septic field required = A
A = (Q\5) x square roots of the perc rate (AVG) = 525/5 X SR(10)
A = 332 square feet = 22 Infiltrators
Infiltrators 3016 reduction = 232 SF i
Infiltrators = 15.5 square feet = 15 infiltrators
System Design is a total of 16 units in a trench system 50 -feet long l 2 rows
of 8 units in the system). AT - IE = 35.0
l of
he
. Tees
l be
New 750 gallon tank
tewill
inffluenttand eeffl entllinestof then tank, set lon the
installed on both the
of line from tee within 1" of the roof of the
inside of the tank. Set top
tank and extend line downwa Checkd 1411forlow leaksnter and leaveowater inFtanktfor placing
to water prior to backfill
the system in service. Septic tanks will be a two -chambered tanks. Vent on
tank is required.
Piping
from the home to the tank and from the tank to the Splitter box and
trench system will be 4" SDR 35 PVC laid at a minimum of lo. Insulate lanes
with less than 5 -foot of cover or in uninsulated crawl spaces.
Distribution will be through a splitter box to split the flow into the two
distribution lines running to the each trench of infiltrators in the system.
The area under the spiltter box will be compacted to 95% Std. Proctor Bed.
Install the 16 units in tto beench installtto'withintl"aofelevelrench as shown
on drawing. Trench system
Adjustments to fit site contours and conditions may
be made per approval of
the engineer. Elevations of the tank and trenches shall be firoveded i the
d operation shall be app
field by the engineer. Installation an
engineers prior to final acceptance. System must meet all PCEH and MWE
standards.��������e1�S n�Dlh yf+,.
MCLAUGHLIN WATER ENGINEERS, ]td.
1 l 1 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax tnweaspen@rof.net
MEMORANDUM
Date: July 23, 1999
To: Pitkin County Environmental Health, Kevin MacLeod
From: Dean Derosier; McLaughlin Water Engineers, Ltd.
RE: Snook Cabin - Septic System Design Notes
The following are my design notes for the Snook Cabin Septic System design.
Located up at the base of Sopris on Nettle Creek
- 2 - Bedrooms
- Approx. 1,800 Square Feet of living area
- 75 gallons per day per person
- 10 minutes per inch perc rates - Perc Test by GAD/MWE
- Ground water 100.0+\- feet from surface
Flow = Q = 2 bed rooms x 2 peo/br x 75 gal/day/per x 1.75 = 525 gallons per
day
Tank sizing - 2 - Bed Rooms requires a minimum of 750 gallons of septic tanks;
Q X 1.25. Install 1 750 gallon tank
Area of Septic field required = A
A = (Q\5) x square roots of the perc rate (AVG) = 525/5 X SR(10)
A = 332 square feet = 22 Infiltrators
Infiltrators 30% reduction = 232 SF
Infiltrators = 15.5 square feet = 15 infiltrators
System Design is a total of 16 units in a trench system 50 -feet long ( 2 rows
of 8 units in the system). AT - IE = 48.0
New 750 gallon tank will be installed downhill of the cabin. Tees will be
installed on both the inffluent and effluent lines of the tank, set on the
inside of the tank. Set top of line from tee within 1" of the roof of the
tank and extend line downward 12" below center line of tee. Fill tank with
water prior to backfill to check for leaks and leave water in tank for placing
the system in service. Septic tanks will be a two -chambered tanks. Vent on
tank is required.
Piping from the home to the tank and from the tank to the Splitter box and
trench system will be 4" SDR 35 PVC laid at a minimum of 1%. Insulate lines
with less than 5 -foot of cover or in uninsulated crawl spaces.
Distribution will be through a splitter box to split the flow into the two
distribution lines running to the each row of infiltrators in the system.
The area under the spiltter box will be compacted to 95% Std. Proctor Bed.
Install the 16 unit bed system as shown on drawing System size is -- 20 X 50'
in a triangle shape. Trench system to be install to within 1" of level.
Adjustments to fit site contours and conditions may be made per approval of
the engineer. Elevations of the tank and trenches shall be finalized in the
field by the engineer. Installation and operation shall be approved by the
engineers prior to final acceptance. System must meet all PCEH and MWE
standards.
G. Dean Derosier, P. E.
gdd\Snookl\93-00 .02 4;
t"' f{ r ieiii�u��
k
NPvVE MCLAUGHLIN WATER ENGINEERS, ltd.
111 P AABC ASPEN, COLORADO 8 161 1
970-925-1920 970-925-1974 tax mweaspen@rof.net
MEMORANDUM
Date: July 23, 1999
BY: Dean Derosier; McLaughlin Water Engineers, Ltd., P.E.
RE: SNOOK CABIN
Property Address: NETTLE CREEK BASE OF SOPRIS
Legal Description:
Property Owner: Garry Snook
C/O MacLeod Designs
333 Escalante
Carbondale, CO. 81623
Percolation Information:
Hole Depth: 42" Ground Water @: N/A
Sand\Gravel: No Depth to Water:100'+\-
Presoak:Yes - 7/12/99 Fluccutations: No
Amt of Water: 5 gal Slope: 0%
Bedrock ® : n\a Depth to Rock: unknown
Type: MIXED Fractured: yes
Percolation Tests: Date and Time:7\13\98 1:00 pm
Hole # 1 2
Depth 42" 48"
Presoak No No
Remaining
Time 10min 10min
Interval 2hr 2hr
Length
Percolation 7.5 mpi lompi
Rate
DESIGN PERCOLATION RATE: 10 MINUTES PER INCH
3
42"
an*
10min
2hr
10mp1
G 0
Soil Profile Hole:0" to 12" It brown cobble, rocks sandy, fill soil 12" to 36"
Top soils 36" to 8' - Rocky soils with gravel and sand intermixed along with
a little silt. (Decomposed Granite) Rocks and gravel 8" max to 1/8", LT brown
SOILS
Soils got more rocky as depth increased. Ground Water at 1001+ below grade!
NAME: G. Dean Derosier,P.E.
COMPANY:McLaucrhlin nate ''fnaineers, Ltd.
SIGNATURE
ADDRESS: 111 P AABC Aspen, CO. 81j6119,7-925-1920
rj
mvffMCLAUGHLIN WATER ENGINEERS, Ltd.
111 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen@rof.uet
MEMORANDUM
Date: July 23 1999
BY: Dean Derosier; McLaughlin Water Engineers, Ltd., P.E.
RE: SNOOK BARN
Property Address: NETTLE CREEK BASE OF SOPRIS, Hanging Valley Ranch
Legal Description:
Property Owner: Garry Snook
Percolation Information:
Hole Depth: 45"
Sand\Gravel: No
Presoak:Yes - 7/12/99
Amt of Water: 5 gal
Bedrock @ : n\a
Type: MIXED
Ground Water @: N/A
Depth to Water:100'+\-
Fluccutations: No
Slope: 0%
Depth to Rock: unknown
Fractured: yes
Percolation Tests: Date and Time:7\13\98 1:00 pm2
Hole # 1
42"
Depth
45"
Presoak
No
No
Remaining
10min
10min
Time
2hr
Interval
2hr
Length
10 mpi
8 mpi
Percolation
Rate
3
45"
No
i0min
2hr
7.5 mpi
Soil Profile Hole:O" to 12" It brown cobble, rocks sandy, fill soil 12" to 36"
Top soils 36" to 8' - Rocky soils with gravel and sand intermixed along with
a little silt. (Decomposed Granite) Rocks and gravel 8" max to 1/8", LT brown
SOILS
Soils got more rocky as depth increased. Ground Water at 1001+ below grade!
NAME: G Dean Derosier,P.E.
COMPANY:McLaughlin Water Engineers, Ltd.
SIGNATURE
/`
ADDRESS: I— AAB`C Aspen, CO. 81611 970-925-1920
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