HomeMy WebLinkAboutPitkin.EH.273509201001 (2016)
ONSITE WASTEWATER TREATMENT SYSTEM (OWTS)
CONSTRUCTION PERMIT
76 Service Center Rd· Aspen, CO · 81611
Phone: 970.920.5070 Fax: 970.920.5374
Permit #: 0005.2019.POW2 Parcel ID #: 2735-092-01-001
Permit Issued: NEW REPAIR REMODEL/ADDITION TANK ONLY FIELD ONLY AMENDMENT
Owner(s): Sunny Ranch LLC
Property Address: 1190 Mandalay Ln
Legal Description: Lot 1 Guber lot split
Size of Lot: 42.658 Acres Detached Accessory Unit: YES NO
Size of Building: 14,685 Sq. Ft. Size of Accessory
Unit:
Sq. Ft.
This system is designed to serve 3 bedrooms.
Designed By: High Country Engineering Project #: 2131018.02 Dated: Nov 11, 2016
Phone #: Mailing Address:
Fax #: Email Address:
LTAR: 0.2 (TL1) Profile Hole Depth: 8’ Depth to Groundwater or
Bedrock: 8’
Minimum Tank Capacity: 1000 gallons Minimum Absorption
Area:
2100 ft2
Permit Conditions:
This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the
specifications cited above. Changes must be approved by this Department and the engineer prior to construction.
This permit is for a new OWTS to serve a 3-bedroom 14,685 ft2 residence. Sewage will flow via gravity to a new 2,000-
gallon three-compartment septic tank with a dosing siphon installed in the second compartment. Effluent shall be dosed to
a 7-trench soil treatment area (STA) with 20 ARC-36 chambers in each trench (140 total chambers). Distribution box must
be accessible from grade. The STA shall be a minimum of 100 feet to any well or stream/pond. The engineer shall confirm
the soils type prior to installation of the chambers (open hole inspection).
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 within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called
for the final inspection with a minimum of 48-hour notice.
Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS
Regulation.
This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in
accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction
Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of
this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits.
THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN
COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE.
Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is
hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS
Regulation. This Permit will expire 1 year from the date of issuance, or 30 days for repairs. An "as-built" drawing must be
submitted and approved by EH before final approval of the system will be issued.
Issued By: Bryan Daugherty, REHS Date: 11/13/2019 Expires: 11/13/2020
Installer: License #: Reactivation Authorized by:
Final Approval Issued By: Date: New Expiration Date:
EH/NR
ONSITE WASTEWATER TREATMENT SYSTEM (OWTS)
CONSTRUCTION PERMIT
76 Service Center Rd· Aspen, CO · 81611
Phone: 970.920.5070 Fax: 970.920.5374
Permit #: 0043.2016.POWT Parcel ID #: 2735-092-01-001
Permit Issued: NEW REPAIR REMODEL/ADDITION TANK ONLY FIELD ONLY AMENDMENT
Owner(s): Sunny Ranch LLC
Property Address: 1190 Mandalay Ln
Legal Description: Lot 1 Guber lot split
Size of Lot: 42.658 Acres Detached Accessory Unit: YES NO
Size of Building: 14,685 Sq. Ft. Size of Accessory Unit:
Sq. Ft.
This system is designed to serve 3 bedrooms.
Designed By: High Country Engineering Project #: 2131018.02 Dated: Nov 11, 2016
Phone #:
Mailing Address:
Fax #: Email Address:
LTAR: 0.2 (TL1) Profile Hole Depth: 8’ Depth to Groundwater or Bedrock: 8’
Minimum Tank Capacity: 1000 gallons Minimum Absorption Area: 2100 ft2
Permit Conditions:
This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications
cited above. Changes must be approved by this Department and the engineer prior to construction.
This permit is for a new OWTS to serve a 3-bedroom 14,685 ft2 residence. Sewage will flow via gravity to a new 1,250-gallon
two-compartment septic tank with a dosing pump installed in the second compartment. Effluent shall be pressure dosed to a 7-
trench soil treatment area (STA) with 25 ADS chambers in each trench (175 total chambers). The STA shall be a minimum of
100 feet to any well or stream/pond. The engineer shall confirm the soils type prior to installation of the chambers (open hole
inspection).
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 within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for
the final inspection with a minimum of 48-hour notice.
Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS
Regulation.
This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in
accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction
Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this
permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits.
THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN
COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE.
Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby
given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This
Permit will expire 1 year from the date of issuance, or 30 days for repairs. An "as-built" drawing must be submitted and
approved by EH before final approval of the system will be issued.
Issued By: Kurt Dahl, REHS Date: 12/16/2016 Expires: 01/16/2017
Installer: License #: Reactivation Authorized by:
Final Approval Issued By: Date: New Expiration Date:
EH/NR
CANCELLED,
REPLACED BY
0005.2019.POW2
00043.2016.POWT
00043.2016.POWT
00043.2016.POWT
00043.2016.POWT
00043.2016.POWT
00043.2016.POWT
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00043.2016.POWT
00043.2016.POWT
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00043.2016.POWT
00043.2016.POWT
00043.2016.POWT
00043.2016.POWT
00043.2016.POWT
00043.2016.POWT
00043.2016.POWT
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B A S I C S T A C A L C U L A T O R
Except for Soil Type 0, the LTAR may vary, depending on the Soil Type and the Treatment Level of the effluent.
You may adjust the LTAR for Soil Types 1-5 by choosing different Treatment Levels, but for Soil Type "0" the LTAR
will always be "1" regardless of Treatment Level. Remember that HLT systems are always pressure-dosed, so no
additional sizing reductions are given for Manufactured or Chamber distribution media for HLT systems.
DISCLAIMER: the OWTS Regulations may limit sizing options based on types of systems, effluent application
methods, treatment levels, etc. Not all of the sizing options shown in the calculated tables will apply
to every system. These calculations must be verified by the design engineer.
Enter Design Flow (gpd) 600 Enter Number of Bedrooms (including office(s), ADU, etc.)3
Select LTAR 0.2 Enter Additional Flow in GPD 0
Select Effluent Application Factor 0.8
FOR HLT SYSTEMS w / ANY DIST. MEDIA See Distrbution Media Tabs below for design details
T R E N C H S T A 2400
B E D S T A 3000
FOR TL1 w / GRAVEL DISTIRBUTION MEDIA CLICK HERE to go to / return to this TAB
T R E N C H S T A 2400
B E D S T A 3000
FOR TL1 w / MANUFACTURED DIST. MEDIA CLICK HERE to go to / return to this TAB
T R E N C H S T A 2160
B E D S T A 2700
FOR TL1 w / CHAMBER DISTRIBUTION MEDIA CLICK HERE to go to / return to this TAB
T R E N C H S T A 1680
B E D S T A 2100
To Calculate STA Reductions for Deep Gravel CLICK HERE to go to / return to this TAB
To Calculate Distirbution Pipe Volume CLICK HERE to go to / return to this TAB
ET systems are sized based on the wastewater flow and Lake Evaporation Rate at the site.
Enter the Lake Evaporation Rate 42 inches per year
E T S Y S T E M S 8371
NDDS SYSTEM 2250
House size in sq ft 15000
Flow 100
Minimum Tank Size =
ROWS OF 20
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PROJECT NO.
2131018.02dir
OWTS-1
SHEET)
PROJECT ARCHITECT.
00043.2016.POWT
00043.2016.POWT
ADS INFILTRATOR
UNIT & END CAP.
REMOVABLE PVC CAP
SOLID PIPE
-1 I SIDES ROYGHENW"
IIIII
-IIII
=11 / 0
0
=III.
IIIIIIIII-III:
-III III=III-I -
NATURAL
GROUND
/
INSTALL VERTICAL INSPECTION PIPE
AT EACH END CAP OF INFILTRATOR
UNIT RUNS.
UTILIZE UPPER MANIFOLD
PORTS FOR PIPE ATTACHMENTS,
/ 4" DISTRIBUTION PIPE TO HANG
III- FROM TOP OF CHAMBER WITH
II=" HOLES AT 2' SPACING
DIRECTED DOWNWARD.
I1 4" b PERFORATED PIPE
III -III- ADS INFILTRATOR
-III-III UNIT & END CAP.
INSPECTION WELL DETAIL
N.T.S.
REMOVABLE PVC CAP -
INSTALL MARKER IF CAP
IS TO BE BURIED.
FINISH GRADE-\
0 o
O.P.. C>
o.00 P. o
4" COU
4" 45" SWEEP
4" SEWER
3ER
4" x 4" x 4"
PVC WYE
CLEAN OUT
ASSEMBLY
SEWER CLEAN OUT DETAIL
N.T.S.
NOTES:
1. CONCRETE TANK MUST MEET ASTM C1227-12 STANDARDS.
2. ADDITION OF A CHARCOAL FILTER VENT LINE FROM TANK CHAMBERS WILL PROLONG THE LIFE OF THE TANK CONCRETE, NOT REQUIRED.
� Item S '1500 Gallon Tap Seam - 3CP
moT-3cp*-o3 Filter & 300 Series Siphon WO Screen
DESIGN NOTES
■ Dealgn per performance test per
ASTN C1227
■ Top surface area 87.75 H'
10fc a 28 days; concrete = 6.000
PSI M In.
Installation:
• Tank to be set an 5" min. sand
bed or pee gravel
• Tank to be bockfilled uniformly on
all sides in lifts less than 24" and
mechanically compacted
• Excavated material may be used for
backl'ill, provided large stones are
removed
• Excavation should be dewatered and
tank filled with water prior to being
put in service for Installatlon with
water table less than 2' below
grade
• Meets C1644-06 for resilient
connectors
■ Inlet and Outlet identified above
pipe
• Delivered complete with internal
p(p„g
Battery Counter Panel with Float
■ Mount Panel on post next to tank
and backfill
■ 4' Maximum bury depth Fie
ALLOWABLE BURY
(Based an Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
" - a"
3' - O"
1'-o'
3'-0'
2'-0"
4'-0"
3, 0,
V-0"
(2000 Gallon Total Volume)
.... .... ... -162•.
Rimm to Gisdo
Rubber
g" tiealalt i• PIINI�erlt
86" FMK
5 " 4 4E
Top
View
• ptPr
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drEW In lop of
CNWO loop
r�loanrnerldlyd
0=11111111111111rP111111111W
ADave
gwe
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view
Sipbom
• RAmovable eCfeens Opti0t181
Digging Specs Invert Dimensions Net Capacity Net Weight
15' Long x 8' Wide Inlet Outlet Length Width Height Inlet Side Middle Outlet Total Lid Tank Total
56" below Inlet 56" 23' 162" 78" 68" 1016 gal 505 gal 507 gal 2028 gal 5420 Ibs 16240 Ibs 21710 Ibs
rVALLEY
o
r PRECAST, lac.
Buena Vista, Colorado
Phone: 719-3954764
Fay 719-39&37Z?
Webaiie: www.valleyprecasLoorn
Email: torNeskaMleyprecastoom
1,500 GALLON THREE
CHAMBER SEPTIC TANK
III -III /
;I�IIIIII /
II=III
ARC 36 UNIT.
NATURAL
GROUND
12" MIN. COVER
24" MAX. COVER TOP SOILS AND
NATURAL BACKFILL
OVER TRENCHES
III= 13"
/IIIIII
TRENCH CROSS SECTION (TYP.)
N.T.S.
NOTES:
• SPLITTER BOX WILL REQUIRE 7 4" OUTLETS, UTILIZE RISER RINGS TO PLACE AT
PROPER BURIAL DEPTH.
• PLACE INSPECTION PORTS AT BOTH ENDS OF THE FIELD CHAMBER RUNS.
• TRENCHES/CHAMBERS TO BE STEPPED DOWN THE HILLSIDE GRADE TO
ACCOMMODATE AS SHALLOW AN INSTALLATION AS POSSIBLE.
Table 6-2B-7 Soil Treatment Area Long Term Acceptance Rates by Soil Texture, Soil Structure, Percolation
Rate and Treatment Level
Long-term Acceptance Rate (LTAR);
Soil Type, Texture, Structure and Percolation Rate Range
Gallons per day per square foot
USDA Soil
USDA Soil
Soil
USDA Soil
Structure-
Structure-
Percolation
Treatment
Treatment
Treatment
Treatment
Treatment
Type
Texture
Shape
Grade
Rate (MPI)
Level 11
Level 21
Level 2N1
Level 31
Level 3N1*
Soil Type 1
with more than
Minimum 3-
0
35% Rack
(>2mm); Soil
__
0 (Single
5
foot deep
Minimum 2-foot deep unlined sand filter required'
Types 2-5 with
Grain)
unlined sand
more than 50°/o
filter required-
Rock (>2mm)
1
Sand. Loamy
0
5-15
0.80
1.25
1.25
1.40
1.40
Sand
PR
Sandy Loam,
(Prismatic)
2
2
Loam, Sit
BK(Blacky)
(Moderate)
16-25
0.60
0.90
0.90
1.00
100
Loam
GR
3 (Strong)
(Grandar)
Sandy Loam.
PR, BK GR
1 (Weak)
2A
Loam, Silt
0 (none)
Massive
26�-40
0.50
0.70
0.70
0.80
0.80
Loam
Sandy Clay
3
Loam, Clay
PR, BK GR
2, 3
41-64
4.35
0.50
4.50
0.60
0.60
Loam. Silt?
Clay Loam
Sandy Clay
3A
Loam, Clay
PR, BK GR
1
61-75
0.30
0.40
0-40
0.50
0.50
Loam, Silty
0
Massive
4
PR, BIC GR
2, 3
0.30
0.3C
0.30
O eanSI Clay.
Y, ty y
76`_90
0.20
0.30
4A Sandy Clay, PR. BIC GR 1 91-120 0.15 0.20 0-20 0.20 0.20
Clay, Silty Clay 0 Massive
5 Soil 14yApes 2-
Platy 1, 2, 3 121+ 0.10 0.15 0.15 0.15 0.15
NOTE: Shaded areas require system design by a professional engineer.
1 Treatment levels are defined in Table 6-4-
2 unlined sand filters in these soil types shall provide pathogen removal. Design shall conform to section 6.28.080.
' Higher long-term acceptance rates for Treatment Level 3N may be allowed for OWTS required to have a discharge permit, if
the capability of the design to achieve a higher long-term acceptance rate can be substantiated.
LTAR CHART
1. Table 6.28-1 Minimum Horizontal Distances in Feet Between Components of an On -Site Wastewater Treatment System
Installed After November 15. 1972 and Water_ Phvsical and Health Imnact Features
Spring,
Potable
Potable
Dwelling
Property
Subsurface
Lake,
Dry
Septic
Well,
~Water
Water
Occupied
Linea,
Drain,
Water
Gulch.
Tank
Suction
Supply
Supply
Building
Piped or
Intermittent
Course,
Cut
Line
Line
Cistern
Lined
Irrigation
Stream
Bank,
Irrigati❑
Lateral,
Wetland
Fill
in Ditch
Drywell,
Area
Sto rmwater
(from
Infiltration
Crest)
Structure
Septic Tank, Higher Level Treatment Unit,
50'
101
25
5
10
10
1004
10
--
[Dosing Tank. Vault
102
102
1002 °
102
--
Building Sewer or Effluent Lines
502
102
252
_
D
STA Trench, STA Bed, Unlined Sand
1003
252
25
20
10
25
1004
25
5
Filter; Sub -surface Dispersal System,
Seepage Pit
Lined Sand Filter
60
10
15
10
10
1004
10
5
Lined Evapotranspiration Field or Outside
60
102
25
15
10
10
1004
10
5
of Berm of Lined Wastewater Pond
25
15
Unlined Sand Filter in Soil With a
1003
252
10
25
1 D04
15
10
Percolation Rate Slower than 60 Minutes
per Inch, Unlined or Partially Lined
Evapotranspiration System, Outside of
Berm of Unlined Wastewater Pond, or
System Not Relying on STA for
Treatment Other than Aerosol
Vault Privy
50
102
25
15
10
10
1004
10
--
System Not Relying on STA for
1003
102
510
125
10
0
1004
10
10
Treatment and Utilizing Aerosol Methods
NOTE: The minimum distances shown above must be maintained between the OINTS components and the features described. Where soil, geological or other conditions warrant, greater
distances maybe required by the local board of health or by the Water Quality Control Commission pursuant to section 25-8-206, C.R.S. and applicable regulations. Far repair or
upgrading of existing CWTS where the size of lot precludes adherence to these distances, a repaired OWTS shall not be closer to setback features than the existing OWTS, as reviewed
and approved by the local public health agency. Components that are not watertight should not extend into areas of the root system of nearby trees.
1 Includes infiltration galleries permitted as wells bythe Division of Water Resources.
2 Crossings or encroachments may be permitted at the points as noted above provided that the water or wastewater conveyance pipe is encased for the minimum setback distance
on each side of the crossing. A length of pipe shall be used with a minimum Schedule 40 rating of sufficient diameter to easily slide over and completely encase the conveyance. Rigid end
caps of at least Schedule 40 rating must be glued or secured in a watertight fashion to the ends of the encasement pipe. A hole of sufficient size to accommodate the pipe shall be drilled in
the lowest section of the rigid cap so that the conveyance pipe rests on the bottom of the encasement pipe- The area in which the pipe passes through the end caps shall be sealed with an
approved underground sealant compatible with the piping used.
3 Add eight feet additional distance for each 100 gallons per day of design flows between 1,000 and 2,000 gallons per day, unless it can be demonstrated by a professional
engineer or geologist by a hydrologic analysis or the use of a barrier, consisting of a minimum 30 mil PVC liner or equivalent, that contamination will be minimized. If effluent meets
Treatment Level 3N and the local public health agency has a maintenance oversight program in accordance with section 14.D. of this regulation. the distance addition is not required.
Flows equal to or greater than 2,000 gallons per day must be hydrologically analyzed for flow, velocity. hydraulic head, and other pertinent characteristics as means of estimating distances
required to minimize contamination as part of the Division site application process.
4 If the minimum setback cannot be met and no reasonable alternative area exists for component installation or for a repair of an existing OWTS where the minimum setback
cannot be met, the Environmental Health Manager may approve any component. including the soil treatment area to be installed with a 50 foot minimum setback. In such cases and in
areas of high risk to ground or surface water contamination, higher level treatment may be required. Add eight feet additional distance for each 100 gallons per day of design flow between
1.700 and 2,000 gallons unless it can be demonstrated by a professional engineer or geologist by a hydrologic analysis or the use of a barrier consisting of a minimum 30 mil PVC liner or
equivalent. that contamination will be minimized.. If effluent meets Treatment Level 3N and the local public health agency has a maintenance oversight program in accordance with section
14.D. of this regulation, the distance addition is not required.
PITKIN COUNTY SETBACK GUIDELINES
END CAP END CAP END CAP
FRONTVIEW S1DE VIEW REARITOP VIEW
2 RENAMED TJR a311911e
ePBill Ae9,NC. REY. DESCRIPnON er MwoOIYY CWD
ADMMIICED DRAINAGE SAMMS, INC. (-ADS-) HIS PREPARED THIS DErAIL BASED ON INFORMATION PROVIDED TO ADS THIS --` ETC
DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN 516�
SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDEWLY NERIFIEO THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS ARC 3e CEAR
PROVIDED HEREIN ARE GENERAL RECOMMENRATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL AND HIID CAP
RENEW THESE DETAILS POOR TO CONSTRUCTION. IT IS 7HE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS NT8
PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE
DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. ONAWINGNIUMBEIt STO-903 1 0F1
CHAMBER DETAIL
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PROJECT NO.
2131018.02
OWTS-2
00043.2016.POWT
00043.2016.POWT
00043.2016.POWT
00043.2016.POWT