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Permit
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Floor Plans
Please See Building and Land Use Approvals Files for additional information.
Pitkin County Environmental Health Departme
Per *r an Individual Sewage Disposal IV
0405 le Creek Road, Suite 10, Aspen, Colorado 1
Phone 970-920-5070 / FAX 970-920-5077
Permit# 04093 ParcellD # 2643-073-10-001
Type of permit New( ) Repair( ) Addition/Remodel to House( X )
Name of Owner Tommy Mottola
Street Address 1801 Lake Wild Cat Rd.
Property legal description Lot 15, Wild Cat
Size of lot 450 acres Total square footage of the house
Water source Community Water System
# of bedrooms in house +2 # of offices, lofts & similar sized rooms in house
Caretaker unit detached Total square footage of the caretaker unit 900 sq ft
# of bedrooms in caretaker unit 1 # of offices, lofts & similar sized rooms in caretaker unit
Designed for what # rooms (list) 2 bedroom addition to main house (will need tank permit) + 2 bdrm CDU/barn
Permit information
Designed by All Service Septic (Tim Petz)
Mailing Address PO Box 2844, Glenwood Springs, CO 81602
Perc rate 39 mpi Profile hole depth 8 ft Depth to groundwater or bedrock 8 ft
Minimum Septic tank capacity 656 gallons (CDU/barn) Minimum Absorption area 765 sq.ft w/ 50% reduction
Comments
Septic permit approved per compliance with the engineer design and specifications dated October 31, 2004. Any
changes must be approved by this department and the design engineer rior to them being made. This system
was installed without a permit.
Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin
County ISDS regulations. During the initial site investigation, water was present at the bottom of the profile hole (8
feet). There was significant rain and snow in the days preceding the site visit.
This design calls for one 1500 gallon two compartment tank with an effluent filter on the outlet. A distribution box
will distribute the effluent to four trenches. It appears the trenches were installed outside of the building
envelope. Sign off from Snowmass Village Building dept must be obtained. Standard Infiltrators were used,
each row having 13 chambers. There must be 6 feet of undisturbed soil between each trench.
This department does not endorse any brand of products. This permit must be kept on-site during installation.
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.
'Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be
followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly
Permit approved by: JA f. n . k'h C IX— Date:
Plans and specifications of the proposed 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: Western Colorado Excavating
Final approval: 1 'CA h nQd _ Date: ���
i�
f
ASAT DRAWING OF ONSITE I�
WASTEWATER SYSTEM
SCALE
1"=50'
NORTH
500.0ALLON LEANOUTS 1
TWOCOMPARTMENT I
PRECAST
CONCRETE SEPTI:
TANK WITH
EFFLUENT FILTER
ON OUTLET
4' PVC UNE
/ I
PROPOSED2
BEDROOM
CARETAKER 1
UNTT/6ARN DISTRIBUTION BOX
(UNDER OR FLOW SPUTTER BASIN I
CONSTRUCTION)
i
RETAINING WALL I
GARAGE
DRIVE
0
0
SBS SF OF INFILTRATIVE AREA IN FOUR
GRAVELLESS TRENCHES
TRENCHES={
CHAMBERS PER TRENCH =13
TOTAL NUMBER OFCHAMBERS=S2
OBSERVATION PIT -
14 FT DEEP, NO
WATER OBSERVED'
ON 11-11-04
SLOPE
PIPES
1801 LAKE WILDCAT ROAD ALL
HOMESTEAD 11, WILDCAT RANCH SERVICE SEPTIC, LLC
PROJECT NO. 1036 970-618-5033 FIGURE 1
Pitkin County Environmental Health Department
Perr an Individual Sewage Disposal SM
0405*e Creek Road, Suite 10, Aspen, Colorado 1
Phone 970-920-5070 / FAX 970-920-5077
Permit # 04087 Parcel ID # 2643-073-10-001
Type of permit New( ) Repair( ) Addition/Remodel to House( X )
Name of Owner Tommv Mottola
Street Address 1801 Lake Wild Cat Rd.
Property legal description Lot 15, Wild
Size of lot 450 acres
Water source Comm
# of bedrooms in house
Caretaker unit detached
Water
Total square footage of the house
# of offices, lofts & similar sized rooms in house
Total square footage of the caretaker unit 900
# of bedrooms in caretaker unit 1 # of offices, lofts & similar sized rooms in caretaker unit
Designed for what # rooms (list) 2 bedrooms
Permit information
Designed by All Service Septic (Tim Petz)
Mailing Address PO Box 2844, Glenwood Springs, CO 81602
Perc rate 39 mpi Profile hole depth 8 ft Depth to groundwater or bedrock 8 ft
Minimum Septic tank capacity 656 gallons Minimum Absorption area 327 sq ft w/ 50% reduction
Comments
Septic permit approved per compliance with the engineer design and specifications dated October 15, 2004. Any
changes must be approved by this department and the design engineerrp for to them being made.
Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin
County ISDS regulations. The installation of the chambers must remain shallow. No part of the trenches should be
buried more than 4 feet because of the presence of groundwater at 8 feet.
This design calls for one 1000 gallon two compartment tank with an effluent filter on the outlet. A distribution box
with a baffle will distribute the effluent to two trenches. If Standard Infiltrators are used, each row will have 11
chambers. If Quick 4's are used, there should be 25 chambers in each trench. There must be 6 feet of undisturbed
soil between each trench.
This department does not endorse any brand of products. This permit must be kept on-site during installation.
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.
'Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be
followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly
Permit approved by: C�(ja_ 27l (jt( ( Date: l 0 2
Plans and specifications of the proposed 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 incled with this permit before the final approval will be issued.
Installer: sta,lf] !U10-1cli-i , �j�l�iav��i f:n �Ttrrt�ti��u� g8q,0-Mb
Final approval: Date:
q
PITKIN COW ENVIRONMENTAL HEALTH DEMENT
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM
0405 Castle Creek Road, Suite 10, Aspen Colorado 81611
Phone (970) 920-5070 Fax (970) 920-5077
Name of OWNER p,�p1 t�. f D qIL
Owner's Mailing Address
nI
a
City, State, Zip a fti RS In 15 Business Phone:
Home Phone: E-mail Address:
Primary Contact Person (all communication regarding this permit will go through this person)
Name 5t-141 . /I . /1
Company q /ice �J
Contact Mailing Address [}07 v V AC
City. Stale, Zi ev Business Phone
Cell Phone: _ Fax: 6 -�? ` / E-mail Address:
Parcel ID # (available from assessor's office / u
at 920-5160 or at www.pitkinassessor.org) - �/ 7 y� • Q
Building Permit # (if available)
Street address of property / 4i O J Lal if L ✓ ;
Legal Description: Lot 5 Block Filing
Size of lot:_ acres. --i—Ty—pe of proposed structure:
,Subdivision
Total square feet of house ��! O # of bedrooms (potential) in house
Caretaker Unit: Attached ( )'--Detached ( )
Total area(sa. ft.) of caretaker unit - —
Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( )
Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (.-r
If community system: Name of system
Cpl
lel I
The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes
longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 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 ISDS permit.
Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is We and
accurate and that 1 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 Pitkin County 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 assAes full responsibility in case of failure of the system.
Signature of applicant Date / /� / -'c
Received by Id`��cw / Receipt# Date
G:Vsdsysds appiictisdsapp rev072904.doc
Pitkin County Environmental Health Department
Contact Log Sheet
Name:
Parcel ID#: Address:
Dae Person Spoken To Comments / Action to be Taken Initials Ti
s U
n
o
0 0
phone 970-920-5438
fax 970-920-5077
0405 Castle Creek Rd, Aspen CO 81611
e-mail carlab@ci.aspen.co.us
:MMr4;OA
To:
Ryan Harrington
From:
Carla Block
Fax:
963-4591
Pages:
2
Phone:
Date:
11/8104
Re:
septic permit
t
} I
i.
CC:
) -21(o 771 �c OI23 I$17l
Tim Petz/ Town of Snowmass Village
❑ Urgent El For Revlew
Comment
❑ Please Reply ❑ Please Recycle
have re -issued the permit for pdottola. I voided permit #04087 and reissued the permit under #04093.
However, this expanded system was installed prior to permitting. There are several issues that need to
be addressed before final sign -off.
'emended,
the trenches extend beyond the parameter of the building envelope. Snowmass Village will
✓/need to determine if this extension meets their criteria, or if the building envelope will need to be
amended, or I the system will need to be relocated.
A new as -built drawing is needed from the design engineer. The locations of the tank and trenches
have been changed. The as -built should reflect these changes.
e parts of the trenches have been installed up to 8 feet in depth. Inspection of the profile hole on
Zth
20/04 indicated water at the bottom of the 8 foot profile hole. There had been rain and snow during
days preceding the inspection. The installer indicated all soils during the excavation were dry.
Confirmation of depth to groundwater is needed. A boring could be done near the deepest end of
the trenches to assure there is 4 feet below the bottom of the trenches without encountering
groundwater.
If you have any questions regarding this permit, please give me a call.
Thank you,
Cada
10/13/2004 04:20 3032162796
B«.
9110
CA2LP�INX,4CY
PETZ
Ll
ALL SERVICE septic, LLC
PO Box 2e". GW wood Spdr%M CO 81602
M-97061&50.93 Fox 303-216-2798
tbnpstz@"*iMim.com
For Your Viewing Pleasure
PAGE 01
RECEWED
OCT 13 2004
PITKIN COUNTY
ENVIRONMENTAL HEALTH
lc) -k3 _o-�
Contact: 124A 3 -19-7'-7(0F
Address: I%(:) 1 W t ZcAT PAN CF► W.
Project: �c�r�»tEaa W t%:Z CA7 IRRty ca
Map and Notes:
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PO Box
wood
S�IIIIV� I ,97"F. 116136; CO 81602
November 15, 2004
Harrington Construction, Inc.
Attn: Ryan Harrington
102 Beaver Lane
Carbondale, Colorado 81623
Installation Observations Proposed Caretaker/Barn
1801 Wildcat Ranch Road
Homestead 11, Wildcat Ranch
Pitkin County, Colorado
Mr. Harrington,
Project No. 1036
ALL SERVICE septic, LLC performed an installation observation on November 5 and 11, 2004 for
the subject property.
The installation included one 1500 -gallon, two-compartment precast concrete septic tank with an
effluent filter on the outlet, followed by 806 square feet of drain field. The drain field consisted of 4
rows of 13 gravelless chambers, for a total of 52 chambers. A distribution box was installed to
distribute effluent.
The trenches were installed at a depth of 8 feet at the east end of the trenches. A secondary 14 -foot
profile pit was dug to confirm groundwater conditions. No water was observed on November 11,
2004.
The drain field was installed with the potential to construct a 2 -bedroom addition in the future. All
Service Septic, LLC, and the county must be contacted to view any additional construction.
The OWS was installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes
are made to the OWS.
Please call with questions.
ALL SERVICE tic, LLC Reviewed By: C,�;�''p HEl1gF
•r
• 38662
Timothy R. Petz Richard H PeiF S
2 copies sent S1 ~����
p ONA L EH
Copy sent to Pitkin County Environmental Health Department, Attn: Car
■■
now *1 1 - 1500 -GALLON,
TWO-COMPARTMENT ■
CLEANOUT PRECAST
CONCRETE SEPTIC ■
TANK WITH TANK SPECIFICATIONS
EFFLUENT FILTER
ON OUTLET
4" PVC LINE ■
O
--P_2 o
P-1 � FILo
O
DISTRIBUTION BOX
)N) OR FLOW SPLITTEF
i
2ETAINING WALL
DRIVE
775 SF OF INFILTRATIVE AREA IN
GRAVELLESS TRENCHES
TRENCHES =4
CHAMBERS PER TRENCH = 13
�..r., .0 n.nrn nr ni ,eunrnn.en
CAPACITY REQUIRED (CARETAKER/BARN) = q X 1.75 X (30
HOURS/24 HOURS) = 656 GALLONS
CAPACITY REQUIRED (2 BED ADDITION) = q X 1.75 X (30
HOURS/24 HOURS) = 675 GALLONS
PROPOSED TANKS =TWO 1500 -GALLON, TWO COMPARTMI
CONCRETE SEPTIC TANKS WITH EFFLUENT FILTERS AND
PUMPS
ALTERNATIVE OPTION = ONE 1000 -GALLON, 2-COMPARTME
SEPTIC TANK WITH EFFLUENT FILTER FOR
CARETAKERBARN. ONE 1250 -GALLON, 2 -COMPARTMENT
SEPTIC TANK WITH PUMP AND FILTER FOR ADDITION.
HOMEOWNER HAS OPTED TO UPSIZE TANKS.
10ft SETBACT TO
PROPERTY LINE
SECTION OF TYPICAL CHAMBER--
i
HAMBER=
` ■ 4" PVC
■ OBERVATION
PIPE
\ GRAVELLESS
4.0' MAX CHAMBER
PO ` ■
T3-,,bOvicl 023-I$l01
Fre-yu - o► `(� V AA �A cam }
■ / r 6' MIN =
SCARIFY
\ LIMIT OF EXCAVATION SURFACE
•. �d`��O
kcc( (nz1aof *(u LT +--o`1,�,z Ea-�
b fin, Yn cw i -o o s-ri -�, a"o c6" �y. e aQ &e -a "
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appy -N nu`FGIci o4v l lc[ i n9 \Qr\,rt (tW .
ASPEN/PITKIN ENVONMENTAL HEALTH DEPART
ISDS DESIGN CALCULATIONS
Owner's Name Parcel ID # -
House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 100
Number of Bedrooms in Main House 2
Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House
Number of Bedrooms in Detached Caretaker unit
Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit
(If the caretaker unit is ATTACHED, treat as if part of main house.)
Average Daily Waste Flow 700
State Review Required? no
Perc Rate 39 (T)
Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75
Q= 1225
Absorption Area (=Q/5 X SQRT perc rate)
A= 1530.0245 sq. ft. of absorption area required
99 gravelless chamber units without reduction
# of Perc Holes Required: 3
1 in every soil type? Spaced uniformly over proposed area?
A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system,
only if the lot size and soil conditions are optimal.
If a reduction is being proposed, describe why lot size and soil conditions are optimal:
2
A = 1071.0172 sq.ft. w/30% bed reduction 765.012255 sq.ft. w/ 50% trench reduction
69 gravelless chamber units 49 gravelless chamber units
Type of system: OAbsorption trenches OAbsorption bed 0 Gravelless chambers
ODry well OSeepage Pit DOther (type)
Mininrtnntank capacity +0 .VIVS
SETBACK FROM WELL
# of feet = 118
SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet = 68
SETBACK FROM DRY GULCH
# of feet = 43
Printed on Recyded Paper
��tbt&g.
ft
ft
PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1036
PROFILE PIT Date of Test: 10-7-04
0-6" Clayey Root Zone
6" - 8' Clay, Sandy, Stiff to Very Stiff, Moist, Grey
No bedrock encountered
la
Ground water encountered at 8 feet
Hole
Hole
Interval
Measurement at
Measurement at
Change (in.)
Percolation Rate
No.
Depth (in.)
(min.)
Start of Interval
End of Interval
(min.fin.) MPI
(in.)
(in.)
1
35
20
3.25
4.50
1.25
20
4.50
5.25
0.75
20
5.25
6.00
0.75
20
6.00
6.50
0.50
20
6.50
6.75
0.25
80
20
6.75
7.25
0.50
2
31
20
4.00
5.25
1.25
20
5.25
6.00
0.75
20
6.00
7.00
1.00
20
7.00
7.50
0.50
40
20
7.50
8.25
0.75
20
8.25
9.00
0.75
3
33
20
7.00
8.50
1.50
20
8.50
11.00
2.50
20
3.25
5.00
1.75
20
5.00
5.75
0.75
27
20
5.75
6.75
1.00
20
6.75
8.00
1.25
4
30
20
13.00
14.75
1.75
20
14.75
16.25
1.50
20
16.25
17.25
1.00
20
17.25
18.25
1.00
20
20
18.25
19.50
1.25
20
19.50
21.00
1.50
la
ft 00
)3
Pitkin County Health Department
Percolation Test Result Form
Hole Hole
Interval
Measurement at Measurement at Change (in.)
Percolation Rate
No. Depth (in.)
(min.)
Start of Interval End of Interval
(min./in.) MPI
(in.) (in.)
5 28
20
10.25 12.00
1.75
20
12.00 13.50
1.50
20
13.50 14.25
0.75
20
14.25 15.00
0.75
20
15.00 15.75
0.75
27
20
15.75 16.75
1.00
AVERAGE = 39 MPI
Project No. 1036
)3
flLl�.
SfflYICf M �"�
Harrington Construction, Inc.
Attn: Ryan Harrington
102 Beaver Lane
Carbondale, Colorado 81623
0
RECEIVED
NOV 0 5 2004
PITKIN couNTy
ENVIRONMENTAL HEALTH
Project No. 1036
Subsurface Investigation and Revised Onsite Wastewater System Design, Proposed Caretaker/Barn
1801 Wildcat Ranch Road
Homestead 11, Wildcat Ranch
Pitkin County, Colorado
Mr. Harrington,
ALL SERVICE septic, LLC performed a percolation test and a revised onsite wastewater system
(OWS) design for the caretaker unit at the subject property. The property is located in Wildcat Ranch,
in an area where OWS are necessary. Wildcat Ranch water service will provide water to the proposed
structure. This letter is to be used in conjunction with plans provided.
SITE CONDITIONS
There is an existing residence on the subject property, utilizing a drain field located to the south, as
indicated on Figure 1. The proposed IVIS. MY
ue to the size of the structure the drain field will be sized
based on �'he proposed addition habUmgq,,bedQo®m�s and`b n 190U a> 66 5�,aft
SUBSURFACE
The subsurface was investigated by excavating an 8 -foot test pit near the proposed drain field location as
shown on attached plans. The test pit indicated the site has a 6 -inch root zone layer, underlain by
sandy clay to the maximum depth explored of 8 feet. Groundwater was measured at 8 feet. No
bedrock was encountered.
Due to percolation rates and subsurface data obtained, the drain field should be placed over
percolation holes 4 and 5, as shown on plans provided.
M
r
• Revised OWS Design for Caretaker/Barn
Project No. 1036
Page 2
OPERATION INFORMATION AND MAINTENANCE
The surface of the drain field should be seeded upon completion. Vegetation is an important factor in
drain field performance. Geo -fabrics or plastics should not be used over the drain field. Livestock
should not graze on the drain field.
The homeowner should pump the septic tank every two years and clean the effluent filter as needed.
Garbage disposal use should be minimized, and non -biodegradable materials should not be placed
into the OWS. Loading from a water softener should not be discharged into the OWS. No hazardous
wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS.
The OWS is engineered for domestic waste only.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC, and the county must view the installation during the OWS construction.
The OWS observation should be performed before backfill, after placement of chambers and
distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as
applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in
advance to observe the installation.
LIMITS:
The design is based on information submitted. If soil conditions encountered are different from
conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction
must be according to the county regulations. Requirements not specified in this report must follow
county regulations. The installer should have documented and demonstrated knowledge of the
requirements and regulations of the county in which they are working.
Please call with questions.
ALL SERVICE septic, LLC
Timothy R. Petz
3 copies
1j.
Reviewed
Richard H.
•SITE PLAN
SCALE
1"=150'
NORTH
PROPOSED 2 BEDROOM CARETAKER
BUILDING
lu
HOMESTEAD 11, WILDCAT RANCH ALL
1801 WILDCAT RANCH ROAD SERVICE SEPTIC, LLC 10-31-04
PITKIN COUNTY COLORADO 970-618-5033 FIGURE 1
Pump Selection for a Non -Pressurized System
r Input Parameters
Design Flow Rate
20 gpm
Distributing Valve Model
None
Lift to Discharge
25.0 feet
Transport Length
250.0 feet
Transport Line Size
2.00 inches
Transport Pipe Class/Schedule
40
Discharge Assembly Size
1.25 inches
Flow Meter
None inches
'Add-on' Friction Losses
0.0 feet
cwaumn
Head Loss Through Distributing Valve
0.0 feet
Head Loss in Transport Pipe
1.8 feet
Head Loss Through Discharge
2.0 feet
Head Loss Through Flow Meter
0.0 feet
'Add-on' Friction Losses
0.0 feet
Total Flow Rate
20.0 gpm
TDH
28.8 feet
Lot 11, Wildcat Ranch
Project No. 1036
300
27
24
W
6
3i
P3015
Effluent Pumps
P30 Series
1/2 hp to 1-1/2 hp
TELEPHONE:
(541)459-4449
P3010
FACSIMILE:
(541)459-2897
I
www.orenco.com
P3007
I
P3005
0
0
10 20 30 40
Net Discharge, gpm
Orenco Systems
Incorporated
814 AIRWAY AVENUE
SUTHERLIN. OREGON
97479
•
TOLL FREE
(8001348-9843
TELEPHONE:
(541)459-4449
FACSIMILE:
(541)459-2897
www.orenco.com
F
N
�,Cj-
,7,1\10
ov 0 5 2004 .
v
vg'd'O01.NTY
EPN(RI ljhFNTALh9E4LTH .
\`yti �,
V 7� ,
SCALE
1"=20' ■®®
NORTH ■
® in 1500-GALLOI
®� TWO-COMPARTMENT
CLEANOUT ' PRECAST
- ■ � CONCRETE SEPTIC
■ ■ TANK WITH
EFFLUENT FILTER
ON OUTLET
1500 -GALLON,
TWO-COMPARTMENT
PRECAST
CONCRETE SEPTIC
TANK WITH PUMP
AND FILTER IN
SECOND
COMPARTMENT
PROPOSED
TWO-BEDROOM
ADDITION
EXISTING RESIDENCE
THE LOCATION OF EXISTING AND PROPOSED
IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A
PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE.
IT IS THE HOMEOWNERS DUTY TO ENSURE ALL
CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE
ACCURATE. ALL SETBACK DISTANCES SHOULD BE
CONFIRMED PRIOR TO EXCAVATION.
CLEANOUT
it -10241,42W
PROPOSED2
BEDROOM
CARETAKER
UNIT/BARN
(UNDER
CONSTRUCTION)
4" PVC LINE
DISTRIBUTION BOX
OR FLOW SPLITTEF
RETAINING WALL
DRIVE
P-1
775 SF OF INFILTRATIVE AREA IN FO
GRAVELLESS TRENCHES
TRENCHES =4
CHAMBERS PER TRENCH = 13
TOTAL NUMBER OF CHAMBERS = 52
.4,
~RFS. FILE
ems'
P-5
Effluent Pumping System -1500-Gallon, 2 -Compartment
.
1801 WILDCAT RANCH ROAD
HOMESTEAD 11, WILDCAT RANCH
Fiberglass or concrete riser
PVC Riser With Grommet(s)
(bond to tankadapter w'dh
GLENWOODSPRINGS, C081602
970-618-5033
PITKIN COUNTY, COLORADO
Project No. 1036 10-31-04
recommended adhesive)
Slope Ground
Fiberglass Gosketed Lid with
Away from ISser
~-
Stainless Steel Bolls
TANK SPECIFICATIONS
Conduit toPJC
Splice Box with Cord Grips
Control Panel
Discharge Assembly
CAPACITY REQUIRED (CARETAKER/BARN) = q X 1.75 X (30
Conduit Seal
Flexible Hose
HOURS/24 HOURS) = 656 GALLONS
Inlet Tee
or Tank Adapter (oast bolted) --\Effluent
D urge
CAPACITY REQUIRED (2 BED ADDITION) = q X 1.75 X (30
Liouid Level o
HOURS/24 HOURS = 875 GALLONS
=_
Level Control
Float Assembly
PROPOSED TANKS = TWO 1500 -GALLON, TWO COMPARTMENT,
Check Valve (optional)
CONCRETE SEPTIC TANKS WITH EFFLUENT FILTERS AND
pale wall
VauR Inlet Ports
PUMPS
Orenoo Effluent Pump
Filter Cartridge
ALTERNATIVE OPTION = ONE 1000 -GALLON, 2 -COMPARTMENT
Drain Port
SEPTIC TANK, WITH EFFLUENT FILTER FOR
Biotube® Pump Vault
CARETAKER/BARN. ONE 1250 -GALLON, 2 -COMPARTMENT
SEPTIC TANK WITH PUMP AND FILTER FOR ADDITION.
Potents ! 4,439,323 a 5.492.635
HOMEOWNER HAS OPTED TO UPSIZE TANKS.
®
zmo�
®ooPendingy Inc.
1 Oft SETBACT TO
i
PROPERTY LINE
ROSS SECTION OF TYPICAL CHAMBER -TRENCHES
TRENCHES
4" PVC MUST BE
OBERVATION LEVEL
PIPE
GRAVELLESS
4.0' MAX CHAMBER 1.5' MIN
® 6' MIN----wi�
LIMIT OF EXCAVATION SCARIFY
SURFACE
r
\y
1
r
�r
OBSERVATION
PIPES
SLOPE
Orenco Systems®
iroomomWc1
814 ARWAY MII81E
WHO". arBS,OH
17478-0812
1ftEP11ar -
(541) 459-4449
FACwweE
(541) 459-2584
DESIGN
TWO - BEDROOM CARETAKER/BARN, <2000 SF = 300 GALS PER DAY
TWO - BEDROOM ADDITION, 2000-6000 SF = 400 GALS PER DAY
TOTAL LOADING = q = 700 GALLONS PER DAY
PERCOLATION RATE = 39 MINUTES PER INCH
CALCULATED AREA = ((1.75 X q) X sgrt 39) / 5 = 1530 SF
REDUCTION OF 50% = 765 SF
TRENCH SPECIFICATIONS
WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS
LENGTH OF TRENCHES = 81.25 FEET = 13 CHAMBERS
TOTAL NUMBER OF CHAMBERS = 52
TOTAL INFILTRATIVE AREA = 775 SF
FOUR TOTAL TRENCHES
NOTES:
TRENCHES MAY BE ANGLED TO FIT TOPOGRAPHY AND
TO MINIMIZE REMOVAL OF TREES. THE 15 DEGREE
INFILTRATOR (TM) WEDGE MAY USED.
THE SLOPE AT THE PROPOSED DRAIN FIELD IS
APPROXIMATELY 10% TO THE NORTHEAST. VEGETATION
CONSISTS OF A MODERATE COVER OF SAGE BRUSH WITH
JUNIPER TREES.
LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION
WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN
IS BASED UPON INFORMATION SUBMITTED. IF SOIL
CONDITIONS ENCOUNTERED ARE DIFFERENT FROM
CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC
L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST
BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER
SHOULD HAVE DEMOSTRATED KNOWLEDGE OF THE
REQUIREMENTS AND REGULATIONS OF THE COUNTY IN
WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE
SEPTIC L.L.C.MUST VIEW INSTALLATION
ALL SERVICE septic, LLC
PO BOX 2844
1801 WILDCAT RANCH ROAD
HOMESTEAD 11, WILDCAT RANCH
REVISED ONSITE WASTEWATER SYSTEM DESIGN
FIGURE 2
GLENWOODSPRINGS, C081602
970-618-5033
PITKIN COUNTY, COLORADO
Project No. 1036 10-31-04
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