HomeMy WebLinkAbout5354 Frying Pan Rd - 246701303003INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
Telephone: (970) 328-8755
P.O. Box 179 - 500 Broadway, Eagle, CO 81631
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
PERMIT# 2439-05
BUILDING PERMIT# BP-16674
OWNER: MERIDITH LONG
PHONE:
MAILING ADDRESS: 2323 SAN FELIPE HOUSTON, TX 77019
APPLICANT: GERD ZELLER
PHONE: 970-948-1221
SYSTEM LOCATION: LOT 3, HAMBRY SUBDIVISION
TAX PARCEL NO. 2467-013-030-03
LICENSED INSTALLER: STEVE SHAW SIDING & FINISH
LICENSE NO.27.06
PHONE: 970-379-5467
DESIGN ENGINEER: ALL SERVICE SEPTIC
PHONE: 970-618-5033
Special note: This structure replaced a small cabin and is intended to be used for a gathering place for the property owner's family and guests.
Inasmuch as the design is for two bedrooms, the system serves a structure that is basically a large, screened -in, open-air building.
SYSTEM SIZED TO ACCOMMODATE A 2 BEDROOM RESIDENCE.
INSTALLATION GRANTED FOR THE FOLLOWING: 1500 GALLON PRE -CAST CONCRETE TANK, AX-20 ADVANTEX
TREATMENT UNIT, PUMP BASIN AND 30 QUICK-4 CHAMBERS IN 3 ROWS (10 EACH ROW) WITH 6" SPACERS FOR DISTANCE
BETWEEN ROWS AND 1.25" DIAMETER LATERALS, 14" HOLES ON 3.5" CENTERS SUSPENDED IN CHAMBERS IN A MOUND
SYSTEM. ACTUAL BED AREA = 400 SQUARE FEET. BASAL AREA = 1375 SQUARE FEET.
SPECIAL INSTRUCTIONS: INSTALL EXACTLY AS DEPICTED ON ENGINEER'S DESIGN STAMPED, SIGNED
AND DATED DULY 5, 2005 USING 18" COMPACTED IMPORTED SAND FILTER MATERIAL APPROVED BY ENGINEER.
PROVIDE SAND SPECIFICATIONS TO EAGLE COUNTY ENVIRONMENTAL HEALTH WITH FINAL CERTIFICATION.
DO NOT INSTALL IN WET WEATHER.
• Call Eagle County and the design engineer for final inspection prior to back -filling any portion of the installation or with any
questions.
• The Building Certificate of Occupancy will not be issued until the septic system has been inspected and approved.
ENVIRONMENTAL HEALTH APPROVAL:
DATE: 7/18/2005
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND
BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN
BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS
UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: 400 SQUARE FEET ( VIA AX-20 ADVANTEX TREATMENT UNIT)
INSTALLED 1500 GALLON SEPTIC TANK LOCATED 180 DEGREES AND 3 FEET 8 INCHES FROM FIRST
CLEANOUT FROM HOUSE.
COMMENTS:
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A
RE -INSPECTION WHEN WORK IS COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL: r
DATE:
_ O
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE
P.O. BOX 179, EAGLE, CO 81631
Eagle (970) 328-8755, Fax (970) 328-8788, El Jebel (970) 704-2700, Toll Free 800-225-6136
ISDS PERMIT #
D
, ,-/ (1,- 1
100 6- "N
_5 - r-
,4y1_t BUILDING PERMIT #.
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEESCHEDULE
APPLICATION FEE $350.00
THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, OR SOIL PROFILE
OBSERVATION) AND FINAL INSPECTION. ADDITIONAL FEES MAY BE CHARGED IF A RE -
INSPECTION IS NECESSARY, OR A PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED.
THE RE -INSPECTION FEE IS $55.00. THE PRE -CONSTRUCTION SITE VISIT FEE IS $85.00. MAKE ALL
REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER."
PROPERTY OWNER: I
PHONE:
MAILING ADDRESS: .
APPLICANT/CONTACT PERSON: PHONE: 9)
LICENSED SYSTEMS CONTRACTOR: LICENSE #
COMPANY/DBA: 'PHONE:
MAILING ADDRESS:
PERMIT APPLICATION IS FOR:
s- i k
Co �,,- \ (" �
o t -a
I I
f'71 I NEW INSTALLATION = ALTERATION F-1 REPAIR
E�\
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
LEGAL DESCRIPTION: L� 73
TAX PARCEL NUMBER: C, LOT SIZE:
ASSESSOR'S LINK: -htt-o://www.eaglecollnty.us/Goodtums/assessor/search.asl)
PHYSICAL ADDRESS:
BUILDING TYPE: RESIDENTIAL/ SINGLE FAMILY12r
RESIDENTIAL/ MULTI FAMILY F-1
COMMERCIAL/ INDUSTRIAL* D
NUMBER OF BEDROOMS:
NUMBER OF BEDROOMS:
TYPE OF USE:
*THESE SYSTEMS REQUIRE DESIGN BY A REGISTERED PROFESSIONAL ENGINEER
TYPE OF WATER SUPPLY:
IF PUBLIC NAME OF
APPLICANT SIGNATURE:
D a 0
AMOUNT PAID: RECEIPT #: k3O-3 CHECK#: DATE:
Printable Details
Page I of 2
Account Number: R032915
Parcel Number: 246701303803
Tax Area: 007
Mill Levy:
05.3220
Owner :
LONG, yNEREUITHJ.
2323SANFEL|PE
HOUSTON.TX77O10
Legal Description:
SUB:HAMBYLOT:3BK,O283PG-O310
Physical Address: OO5354FRYING PAN RDUnit: 3BASALT
Acres: 2.05
Property Tax Valuation Information
Actual Value
Assessed Value Value
Sale History
Reception Number: 87572U
Book:ma
Page: n/a
Sale Date: 4/27/ 004 -'
Sale Price: 700O00I0
Deed Type: WARRANTY DEED
Grantor UPSON.LUCYCHADVNCK
Remarks: n/a
Improvement Information
Residential Buildings: 1
Commercial Buildings: O
Heated Areas
MAIN FLOOR AREA 800.000
FIN ENCL PORCH 85.000
Total 885
All Areas
MAIN FLOOR AREA 800.000
DECK 25.000
FIN ENCLPORCH 85.000
Building Characteristics (First |mprovment|nAccount)
AB TRACT CODE SINGLE IPS
.RES-|MPROVEMTS
AIRCOND NONE
ARCH -STYLE 1STORY
BATHS 1.00
qqjq
PO Box 2844
C
Glenwood Springs, CO81602
Ph 970.618-5033
to in
Fax 303-216-2796
July 5, 2005
Gerd Zeller
PO Box 37
Aspen, Colorado 81612
'JUL 1 2005
ENVIRONMENTAL
HEALTH DEPARTMENT
Project No. 1080
Subsurface Investigation and Revised Onsite Wastewater System Design, Proposed Long Cabin
5354 Frying Pan Road
Seven Castle Bend
Eagle County, Colorado
Gerd,
As requested by Eagle County Health Department, ALL SERVICE septic, LLC has prepared a
revised onsite wastewater system (OWS) design for the subject residence. The previous OWS designs
dated June 7, 2005, and June 20, 2005 should be discarded to avoid confusion.
The property is located along the Frying Pan River, in an area where OWS and wells are necessary.
There is an existing structure and OWS located on the property that will be abandoned. A 1-bedroom
cabin is proposed. The cabin will be sized based on two -bedrooms due to the size of the structure.
The well is located 200+ feet from proposed OWS.
SUBSURFACE
The subsurface was investigated by HP Geotech and ALL SERVICE septic, LLC by excavating two test
pits and three percolation holes as indicated on Figure 1. HP Geotech indicated the tests pits consisted of
about 1 foot of topsoil, underlain by moist to wet, sand and silt to the maximum depths explored of 6.5
and 6 feet in Pits 1 and 2 respectively. Ground water was encountered at 5.5 and 6 feet. Piezometers
were placed in the test pits to observe ground water. Ground water was measured at 5 feet on May 31,
2005 in both test pits. Bedrock was not encountered. Percolation rates ranged from 20 to 27 minutes
per inch (MPI), with an average rate of 23 MPI.
Revised OWS Design
Project No. 1080
7/5/05
Page 2
The OWS design is based on 2-bedrooms and an average sewage load of 300 GPD. The installation
must include a 1500-gallon, two -compartment, precast concrete septic tank, with an AX-20
AdvantexTM Unit, and a pump basin. Pump basin alternatives may be considered. A mounded,
pressurized bed, with 18-inches of imported sand filter material must be installed. Three rows of 10
`Quick 4' chambers, for a total of 30 chambers, and 400 square feet (SF) of infiltrative area (includes
6-inch chamber spacers), must be installed. A 1.25-inch diameter lateral, with 1/4-inch holes, on 3.5-
feet centers, must be suspended within chambers. Holes should face upward, with one hole per lateral
facing downward for drainage. A 4" x 4" scour plate should be placed beneath downward hole to
prevent scouring.
A 1.2 Gals/SF/day application rate was used for the sand application surface area, and a 0.8
Gals/SF/day was used for the minimum basal infiltrative area for the design.
Six inches of topsoil should be removed prior to construction and placed on top of mound to promote
vegetation. Sand should be placed in this void. Construction must be according to the county ISDS
regulations, the septic permit provided by Eagle County Environmental Health Department, and this
design.
ADVANTEXTm SECONDARY TREATMENT
All manufacturers recommendations should be followed for the proposed AdvantexTM Unit. A
professional installer is required for installation of AX-20 unit. An Operation and Maintenance
program is recommended.
The mound perimeter should be staked out prior to construction. Remove excess vegetation and
grade, if necessary, to prepare area for placement of sand. Remove 6-inches of topsoil, and stockpile.
The topsoil should be placed on top of mound to promote re -vegetation after construction of
mounded drain field.
The pump pressurizing the drain field must be capable of 40.3 Gals/Minute, and 27.2 feet of total
dynamic head. The pump should dose approximately 100 gallons per dose. We should be contacted
for float placement if necessary.
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. Plumbing fixtures should be checked to ensure that no additional
water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge
hundreds of gallons of water a day and harm a drain field.
Revised OWS Design
Project No. 1080
7/5/05
Page 3
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. Grease should not be placed in household drains. 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.
If design includes a pump, air release valves and weep holes should be installed to allow pump lines
to drain to minimize risk of freezing. Extensions should be placed on all septic tank components to
allow access to them from existing grade. Precast concrete tanks and distribution boxes should be
used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices
is optimal.
ALL SERVICE septic, LLC, and the county must view the OWS during 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.
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
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LOADING = q = 300 GALLONS PER DAY
PERCOLATION RATE = 23 MINUTES PER INCH (MPI)
APPLICATION RATE USED = 1.2 GALS/SF/DAY
APPLICATION RATE USED FOR BASAL SAND AREA = 0.8
GALS/SF/DAY
CALCULATED APPLICATION AREA = (1.5 X q) / 1.2 = 375 SF
PROPOSED APPLICATION AREA = 10' X 40' = 400 SF
CALCULATED BASAL SAND AREA = (1.5 X q) / 0.8 = 563
PROPOSED BASAL SAND AREA = 55' X 25' =1375 SF
TOTAL NUMBER OF CHAMBERS = 30'QUICK-4'S'
6-INCH CHAMBER SPACERS MUST BE USED
BED WIDTH A
10 FT
BED LENGTH B
40 FT
MOUND DEPTH (D)
1.5 FT
MOUND DEPTH E
1.5 FT
BED DEPTH F
1 IFT
CAP AT EDGE OF BED G
1 FT
CAP AT CENTER OF BED H
1 FT
DOWNSLOPE SETBACK I
10.5 FT
UPSLOPE SETBACK Q
10.5 FT
SIDESLOPE SETBACK (K)
10.5 FT
MOUND LENGTH L
61 FT
MOUND WIDTH
31 FT
CROSS SECTION OF TYPICAL MOUNDED CHAMBER -BED
WITH IMPORTED SAND FILTER MATERIAL
4" PVC
OBERVATION
PIPE
6-INCH
SPACERS
BED MUST BE
GRAVELLESS
'QUICK-4'
MUST BE USED
BETWEEN
PRESSURIZED LINES
LEVEL
CHAMBER
CHAMBERS.
1.25 PVC LATERALS WITH 1/4-INCH
HOLES DRILLED ON 3.5 FEET
10,
T
CENTERS. HOLES FACING
UPWARD WITH ONE HOLE PER
LATERAL FACING DOWN. A 4" X 4"
GROUND SLIRFACEAT100'
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SCOUR PLATE MUST BE PLACED
UNDER DOWN FACING HOLE TO
PREVENT SCOURING.
6" OF TOPSOIL TO
BE REMOVED AND
PLACED ON TOP
OF MOUND TO
PROMOTE
RE -VEGETATION
THE FILTERING MATERIAL SHALL BE CLEAN
COURSE SAND, ALL PASSING A SCREEN HAVING
FOUR MESHES TO THE INCH (#4 SIEVE SIZE). THE
SAND SHALL HAVE AN EFFECTIVE SIZE BETWEEN
0.25 AND 0.6 mm. THE UNIFORMITY COEFFICIENT
SHALL BE 4.0 OR LESS.
SAND SHOULD BE APPROVED BY ENGINEER.
TOPSOIL
9
SCARIFY
SURFACE
COMPACTION OF SAND:
TO REDUCE DIFFERENTIAL
SETTLEMENT, THE SAND FILTER
MATERIAL SHOULD BE COMPACTED
WITH VIBRATORY MACHINE, OR
OTHER APPLICABLE METHOD
PROJECT NO. 1080
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EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
Percolation Test and Soils Data Form ® TABLE I - PROJECT 1080
Hole
No.
Hole
Depth (in.)
Interval
(min.)
Measurement at
Start of Interval
(in.)
Wasurement at
End of Interval
(in.)
Change (in.)
Percolation Rate
(min./in.) MPI
1
34
20
3.50
4.75
1.25
20
4.75
6.00
1.25
20
6.00
7.00
1.00
20
7.00
7.75
0.75
27
20
7.75
8.75
1.00
20
8.75
9.75
1.00
2
29
20
1.75
3.25
1.50
20
3.25
5.00
1.75
20
5.00
7.00
2.00
fill
20
3.00
4.00
1.00
20
4.00
5.25
1.25
20
5.25
6.25
1.00
20
3
31
20
4.25
5.75
1.50
20
5.75
6.75
1.00
20
6.75
7.75
1.00
20
7.75
9.00
1.25
fill
20
2.75
4.00
1.25
20
4.00
5.00
1.00
20
AVG = 23 MPI
HP GEOTECH SUBSOIL STUDY
(.�:DtechC'3L'mvood S11,11ILf_oiorado SiOO
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HEPWORTH-PAWLAK GEOTECHNICAL FaN:070-045-�,4-5'
enind:
December 6, 2004
Meredith & Comella Long
c/o Charles Cunniffe Architects
Attn: Brian West
610 East Hynian Avenue
Aspen, Colorado 81611
Job No. 104 798
Subject: Subsoil Study for Foundation Design, Proposed Long/Zeller Cabin, Lot 3.
Hamby Subdivision, 5384 Frying Pan Road, Eagle County, Colorado.
Dear Mr. and Mrs. Long:
As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design
of foundations at the subject site. The study was conducted in accordance with our
proposal for geoteclinieal engineering services to you dated October 21, 2004. The data
obtained and our recommendations based on the proposed construction and subsurface
conditions encountered are presented in this report. Evaluation of potential geologic
hazard impacts on the site, such as flooding potential, are beyond the scope of this study.
Proposed Construction: Thc�proposed cabin will be single story wood frame structure
located just to the east of the, existing residence on the site as shown on Figure 1. Ground
floor will be structural ande'levated about 3 feet above existing around surface. Cut
depths are expected to be about 4 feet. Foundation loadings for this type of construction
are assumed to be relatively light and typical of the proposed type of construction. The
existing residence will be razed prior to construction.
If building conditions or foundation loadings are significantly different from those
dja.wi:Uied above, we should be notified to re-evaluate the recommendations presented in
tills report.
Site- Conditions: Tliere is an existing bridge and gravel driveway to a single story wood
frame residence on the lot. The existing residence is located just west of the proposed
residence. There is some minor disturbance to the ground surface frorn the previous
development on the site. The ground surface on the lot is relatively -flat with a slight
slope down to the north. The Frying Pan River is located about 30 to 40 feet to the north
of the proposed residence and is about 2 feet lower in elevation. Vegetation consists of
scattered cottonwood trees, grass and weeds. Willows are located along the river bank.
V)
Parker 303-841-7119 e Colorado Springs 719-633-5562 - Silverthorne 970-468-1989
Subsurface Conditions: The subsurface conditions at the site were evaluated by
excavating two exploratory pits at the approximate locations shown on Figure 1. The
loos of the pits are presented on Figure 2. The subsoils encountered, below about I foot
of topsoil, consist of medium dense and moist to loose and wet silt and sand to the pit
depths of 6 and 6V2 feet. There were scattered cobbles in Pit I and gravels in the bottom
of both pits. Results of swell -consolidation testing performed on relatively undisturbed
samples of sand, presented on Figure 3, indicate low to moderate compressibility under
conditions of loading and Wetting. Groundwater was encountered in the pits at depths of
5V2and 6 feet. The upper soils were moist to very moist. Slotted PVC pipe was installed
in the pits for future groundwater measurements.
Foundation Recommendations: Excavation depths should be kept relatively shallow to
avoid encountering groundwater and for construction in the dry. Tile upper sand and silt
soils are soft and not recommended for foundation support. We recommend spread
footings placed on the undisturbed natural gravel soil or compacted structural fill
designed for an allowable soil bearing pressure of 2,000 psf for support of the proposed
cabin. Footings should be a minimum width of 16 inches for continuous walls and 2 feet
for columns. Topsoil, silt and sand soils and loose disturbed soils encountered at the
foundation bearing level within the excavation should be removed and the footing bearing
level extended down to the undisturbed natural gravel soils. In subexcavated areas, the
bearing level can be re-established with compacted structural fill. Due to the shallow
groundwater, the fill should consist of a relatively free -draining granular material such as
screened rock. The fill should extend laterally beyond the edge of the footings a distance
at least equal to the depth of fill below the footings. Exterior footings should be provided
with adequate cover above their bearing elevations for frost protection. Placement of
footings at least 42 inches below the exterior grade is typically used in this area.
Continuous foundation walls should be reinforced top and bottom to span local anomalies
such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as
retaining structures should be designed to resist a lateral earth pressure based on an
equivalent fluid unit weight of at least 45 pcf for granular soils, excluding oversized rock,
as backfill. Due to the high groundwater, there is a risk of high humidity buildup in the
crawlspace. Additional ventilation and covering the crawlspace grade with all impervious
membrane could be used to reduce the humidity. Using slab -on -grade construction above
a moisture barrier should also be considered to reduce the risk of having a wet/damp
crawlspace.
Floor Slabs: The natural on -site soils, exclusive of topsoil, are suitable to support lightly
loaded slab -on -grade construction with some risk of settlement. The Lipper soft soils
could be removed to reduce the risk. To reduce the effects of some differential
Job No. 104 798
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PIT 2
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ELEV=
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LEGEND:
TOPSOIL; sandy aUL orgonioa, firnx, moist,
dark brown,
cobbles in Pit 1.
SILT AND SAND /WL-SW\; sandy silt and
silty sand layers, scattered cobbles in
Pit 1. noadiunn
dense and moist to loose and wet with
depth, reddish
browm, rooky at bottom
of pits.
kx
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2" Diameter hand driven liner aonnp|e'
-��- Free water level in pit at time of excavating.
IMIndicates slotted PVC pipe installed in pit to depth shown.
1. Exploratory pits were excavated on November 2' 2004 with o KobeJon 35SR trockhoo
2. Locations of exploratory pits were measured approximately by pouing from features shown on the site plan
provided.
3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site pion
provided. Logs are drawn to depth.
4 The exploratory pit locations and elevations should be considered accurate only to the degree implied by
the method used.
5. The lines between rnotoro{s shown on the exploratory pit logs represent the approximate boundaries
between material types and transitions may be gradual.
G. Water level readings shown on the logs were made at the time and under the conditions indicated.
Fluctuations in water level may occur with 'Lime.
T Laboratory Testing Results:
WC = Water Content ( % \
DD = Dry Density ( pcf )
-200 = Percent passing No. 200 sieve
UC = Unconfined Compressive Strength (pof)
HEPWORTH—PAWLAK
1
104 798 1 I LOGS OF EXPLORATORY PITS IFigure 2 I
ISDS Permit # `,�- 0 E j' Inspector Date
ISDS Final Inspection
Completeness Form
Tank is 1, S D 6) gallons. Tank material n r e- c A s c e. �e
Tank (1) is located 3 . ft. and I0 degrees from
Tank (2) is located ft. and degrees
Tank set level.Tank lids within 8" of finished grade. i
_ Size of field ft' 3 0 units 00 lineal ft. Technology _ a . ~ , , ! J
1�ASr NC'.`4{
_ Cleanout is installed in between tank and house and one every 100ft?
_ "T" that goes-1dow ain?_Aes in the inlet and outlet of the tank. Effluent filter on outlet- Yes or No
Inlet and outlet is sealed with tar tape, rubber gasket, etc.
Tank has two compartments with the larger compartment closest to the house.
Measure distance and relative direction to field. 3 b r 5- d o c
Depth of field ft.
Soil interface raked.
Inspection portals within each trench.
✓� Proper distance to setbacks.
V Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly
installed, rocks removed from trenches, etc.)
Splash plate(s) installed at trench inlets.
Type of pipe used for building sewer line , leach field t e 5 S v
Other
Inspection meets requirements. I p5 PC p o P �� Ue �70 fires
04 tN-� k �rrE X0rS
Copy form to installer's file if recommendations for improvement were suggested.
t2
ACTION TAKEN: � v e viA2 x �;�- 1 � � s - � ,/� �- � . c� -� 4-
Setbacks:
Well Potable House Property Lake Dry Tank Drain Field
Water Lines line Stream Gulch
Field
100
25
20
10
50
25
10
Tank
50
10
5
10
50
10
* 10
EAGLE COUNTY ENVIRONMENTAL HEALTH FINAL AS -BUILT SKETCH
ISDS PERMIT #5 DATE Sit o LOCATION ADDRESS
Li
,
cl, tb
fl L LIr
10Box 2844
S� tIC Glenwood Springs, CO81602
SEBYICE W303-z 65.2796
June 28, 2006
Gerd Zeller
PO Box 37
Aspen, Colorado 81612
RECEIVED
Project No. 1080
JUN 3 0 2006
ENVIRONMENTAL
HEALTH DEPARTMENT
aN3 _
Installation Observations, Proposed Long Cabin
5354 Frying Pan Road
Seven Castles Bend
Eagle County, Colorado
Mr. Zeller,
ALL SERVICE septic, LLC performed installation observations on April 11, May 17, and June 13th,
2006 for the subject property.
The installation included one 1500-gallon, two -compartment precast concrete septic tank with an
AX-20 AdvantexTM Unit, followed by a mounded pressurized drain field. The drain field consisted of
3 rows of 10 gravelless chambers, for a total of 30 `Quick-4' chambers. The basal infiltrative area
was 55' x 25' for a total area of 1375 SF.
The pump and alarm were in place, although not wired to electrical panel. We should be notified
when the system is turned on to evaluate the performance. 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.
Sincerely,
0 P FGIS
ALL SERVICE septic, LLC Reviewed- By �o o°e� - <
Timothy R. Petz Richard H. Pe NAI
2 copies sent
Copy sent to Eagle County Health Department, Attn: Victor
ry
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PROJECT 2439-05 Tax# 2467-013-030-03
_ Lot 3, Hamby Subdivision
LONG
5354 Frying Pan Rd, Basalt
PROJECT/
project descripti
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date
completion
date
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