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0 1.
C am`' t • GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
_• !..
2014 Blake Avenue
Glenwood Springs, Colorado 81601
• Phone (303) 945-8241
This does not constitute
INDIVIDUAL SEWAGE DISPOSAL PERMIT :n 1372 a building or use permit.
Owner Sopris Village Properties Inc.
System Location _9_49C Cnunty Road I15
Licensed Installer Owner
-- - ' Conditional Construction approval is hereby granted for a .' *,C gallon (dog kennel )
X X Septic Tank or Aerated treatment unit. ,
. Absorption area (or dispersal area) computed as follows:
Perc rate of one inch in � miin / N�/'�'" utes requires a minimum of sq. ft. of absorption area per bedroom.
Therefore the no. of bedrooms /Y/7 x Sq. ft. minimum requirement = a total of sq. ft. of absorption area.
.ac..- llc.{t ! . cr' — ci � l (f n / � t - s'c.z y c � lt n7,P et—A/69/ ,c/e,- '7 >
May we suggest F cte a, ce-7 J /.,S "r el 6, I2„.; "L „, t a 9 c? /1'`l,,oa7v a2
Date Inspector e= Ov-",-,- .- J
FINAL APPROVAL OF SYSTEM:
No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover-
ing any part.
O,e- Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground
m!L surface.
� �P)�rropper materials and assembly.
l_'r9�
1 1 - a>e name of septic tank or aerated treatment unit.,] Gdyw0
CPC- Adequate absorption (or dispersal) area.
' -- Adequate compliance with permit requirements.
— Adequate compliance with County and State regulations /requirements.
9 Other /�/l
Date / — ,-. 1 -e7 — Inspector _ << / �--
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
"CONDITIONS:
1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to au-
thority granted in 66 -44 -4, CRS 1963, amended 66-3-14, CRS 1963.
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 structures not approved by the Building and Zoning office shall automatically be a viola-
tion of a requirement of the permit and cause for both legal action and revocation of the permit.
3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which in-
volves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I,
Petty Offense ($500.00 fine — 6 months in jail or both).
Applicant: Green Copy Department: Pink Copy .
•
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ppiication
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by
•
OWNER S lL/ /a ?ai ��es County Official:
ADDI)ESS 9'/QC — //S gc! PHONE 9105= 757
CONTRACTOR_ "So nn e,
ADDRESS' PHONE
PERMIT REQUEST FOR: (1/j New Installation ( ) Alteration ( ) Repair
Attach separate sheets or report showing entire area with respect to surrounding areas,
topography of area, habitable building, location of potable water wells, soil percolation
test holes, soil profiles in test holes. (See page 4.)
LOCATION OF PROPOSED FACILITY: County Lacrc:EA
v
Near what City of Town /eoWood $ of s Lot Size 8// acres
Legal Description
WASTES TYPE: ( ) Dwelling ( ) Transient Use
( ✓j Commercial or Institutional ( ) Non- domestic Wastes
( ) Other - Describe
BUILDING OR SERVICE TYPE: ay- "Pa, �; � keN4Fi
Number of bedrooms 0 Number of persons
( ) Garbage grinder ( ) Automatic washer ( ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: ( p') well ( ✓1 spring ( ) stream or creek
Give depth of all wells within 180 feet of system: ,t)o -oe. a./ pre,e.J T�ln e
If supplied by community water, give name or supplier:
GROUND CONDITIONS:
Depth to bedrock:
Depth to first Ground Water Table:
Percent ground slope:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: a ro /0 Nti Ie s
Was an effort made to connect to community system? AL
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(pl' Septic Tank ( ) Aeration Plant ( ) Vault
( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use
( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use
( ) Chemical Toilet ( ) Other - Describe:
FINAL DISPOSAL BY:
(Absorption Trench, Bed or Pit ( ) Evapotranspiration
( ) Underground Dispersal ( ) Sand Filter
( ) Above Ground Dispersal ( ) Wastewater Pond
( ) Other - Describe:
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? do
• Page 2
SOIL PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer.)
P Minutes per inch in hole No. 1 Minutes per inch in hole No. 3
Minutes per inch in hole No. 2 Minutes per inch in hole No._
Name„ addhess'and telephone of RPE who made soil absorption tests:
Name, address and telephone of RPE responsible for design of the system:
Applicant acknowledges that the completeness of the application is conditional upon such
further mandatory and additional tests and reports as may be required by the local health
department to be made and furnished by the applicant or by the local health department for
purposes of the evaluation of the application; and the issuance of the permit is subject to
such terms and conditions as deemed necessary to insure compliance with rules and regulations
adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies
that all statements made, information and reports submitted herewith and required to be
submitted by the applicant are or will be represented to be true and correct to the best
of my knowledge and belief and are designed to be relied on by the local department of health
in evaluating the same for purposes of issuing the permit applied for herein. I further under-
stand that any falsification or misrepresentation may result in the denial of the application
or revocation of any permit granted based upon said application and in legal action for per-
jury as provided by law.
Date 7 - Si gned � / sr / -z-
PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY
Page 3
O y IS
, CLAYCOMB t C b
ENGINEERING C
ASSOCIATES, INC. °0 4■�`�
TO 1 DATE (6-09-86‘
2014 RAJA, / SUBJECT
6 Tatar i o R/44/ Son m r. n r ocis y ssun
AT TN Atinite rd 1/4.14{1 JOB NO. IR421n
We are sending the following: %Herewith ❑ Under separate cover
❑ Prints ❑ Tracings p5Documents ❑ Shop Drawings
NO. OF LATEST ITEM
COPIES ITEM DATED REMARKS
Sou ,a ,, oaJs 4 8-29 -f Fn satz %3 .ili
If material received is not listed above, kindly notify us of once.
Transmitted by:
❑ First class mail
o Registered moil
❑ Air express
❑ Air moil By: r— - • aGP _..._�,
❑ Railway express
o Motor transport
Messenger
o Parcel post
n Pickup
SUITE207 VILLAGE PLAZA GLENWOOD SPRINGS, COLORADO 81601 303-945-8676
BRANCH OFFICE: P. O. BOX 1425 RANGELY, COLORADO 81648 303. 6758687
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CLAI'COMB ENGINEERING ASSOCIATES, INC. ° w C A
;SUITE 207 VILLAGE PLAZA '�[7:D�
GLEN WOOD SPRINGS, CO 81601 MEMBER
303-945-8676
August 29, 1984
Russell Scott, Jr., M.D.
P.O. Box 4257
Aspen, CO 81612
RE: Sewage Disposal System for Dog Kennel Within a Portion of the
NE 1/4 of the NE 1/4 of Section 36, Township 6 South, Range 87
West of the 6th Principal, Meridian, Colorado
CEA Job No. 1863.006
Dear Dr. Scott:
The following report and design have been prepared for a sewage
disposal system for the new dog kennel being constructed on the
referenced property in Garfield County. The design is intended to
meet the requirements of Garfield County sewage disposal system
regulations.
Background
An 80 -dog run kennel is to be constructed for the site. The
caretaker planning to operate the dog kennel has informed me that
he uses approximately 500 gallons per day in washing down a 50 -dog
run kennel currently in operation in Silt.
Percolation Tests
Percolation tests were performed in numerous spots throughout the
site. A slow percolation rate of 288 minutes per inch was
obtained. This rate is far too slow for a conventional absorption
field. Due to the probability of a high soil moisture content
during the spring, a 480 minute per inch percolation rate will be
used in our design.
•
Inspection Hole
An 8 -foot deep inspection hole was previously dug on the site. The
test hole revealed, throughout its depth, a uniform clay. No
groundwater was encountered.
Evapotranspiration System
The proposed sewage disposal system design consists of a combined
•
(XI.oltAlx) SPRINGS OFPICE
4afi0 MONILIIEI LO1)It.•SI II 130 COL011AD0 SI'ItINCS.(:01 ORAOO80918 303 - 594.6146
Dr. Russell Scott, Jr.
August 29, 1984
,Page 2
evapotranspiration and infiltration bed. The calculations for
sizing of the bed are shown on the attached page. The required
system consists of one bed, 42 feet by 96 feet, for a total area of
4030 square feet. A site plan and cross - section of the disposal
system showing typical items of construction is included with this
report.
This report and proposed design was delivered to the Garfield •
County Sanitation Department for review and approval.
Please contact us if we can be of additional service to you.
Prepared by:
CLAYCOMB ENGINEERING ASSOCIATES, INC.
•
1 X_ -i2
Bruce D. Lewis, P.E. �orpf.
Project Engineer 2w" 1C.. c.
.1
BDL /mm � 49 /1oli(A1.� o'
IUIOImO
enclosures
•
CLAYCOMB Joe n'1 5s-ell-Scott - DOG- HEAJA/&L I /1963,60s
' 'ENGINEERING ASSOCIATES, INC. SHEET NO / OF
Suite 207 Village Plaza
DATE
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• GLENWOOD SPRINGS, COLORADO 81601 CALCULATED BY
(303) 945-8676 CHECKED BY
DATE _
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' • ,ENGINEERING ASSOCIATES, INC. SHEET NO. P. OF /� Q
• Suite 207 Village Plaza ROL DATE t'> /�j Z/7 -(Iy
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GLENWOOD SPRINGS, COLORADO 81601 CALCULATED SY
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•
AEROBIC WASTEWATER TREATMENT SYSTEMS
EVAPOTRANSPIRATION BEDS
•
I. GENERAL
•
The work covered by this section of Specifications
shall consist of performing all operations in connection
with the construction of the evapotranspiration system
and all appurtenances.
II. REFERENCE STANDARDS
All materials used shall be according to the mentioned
standards of the American Water Works Association (AWWA),
the American Standards Association (ASA), the American
Society of Testing and Materials (ASTM), and Commercial
Standards (CS).
•
III. MATERIALS
A. General Requirements
All materials indicated or called for on the drawings' - " - I
and specified hereinafter shall be new and unused and
free from defects - or damage. All aggregates shall be 1.. 4
` » j
of the type and
gradation hereinafter specified. All.,,:.W:;t
materials which.do not comply with the Specifications u
and are considered unacceptable by `the Engineer, shall e,
be promptly removed from the construction site. { I>
B. Substitution of Materials •
At no time shall materials be substituted for those �a
shown on the drawings or called for in the Specifications ni:
unless written approval is obtained from the Engineer.
Requests for such substitutions shall.be made to the $`
:Engineer in writing prior to construction.;
C. Pipe Materials - Interconnection Pipe ' „Y
Unless specifically required otherwise by the State,
County or local requirements, the pipe material for
the drain line between the treatment plant unit and ,11
the evapotranspiration bed shall be constructed of '_`
•
r * `
•
.jJ:n
91 -1
yi ,
•VS?
' . `
one of the following materials:
1. Polyvinyl Chloride Pipe (PVC)
• Polyvinyl chloride sewer pipe, drain pipe and
fittings shall conform to ASTM D -1784, Type 1,
Grade 1 or ASTM D -1788; Type I or Type IV, with
minimum wall thickness of 0.150 inch for 4 inch
and 0:210 inch for 6 inch.
a. PVC Pipe Joints
PVC pipe shall be supplied with the coupling
chemically welded to one end of the pipe length,
or coupling intergrally moulded to pipe barrel.
Chemical welding of the pipe lengths at the
•
joints shall not be
performed in the field. t
Fittings and couplings shall be of the "0" ring -
push on type as requred for non - pressure sewer
pipe. At locations where short radii are re ;
'
quired, double "0" ring plastic or asbestos ce "
ment couplings may be used Also half length i }
pipe may be used to obtain the required radius,
in all cases, the minimum shall be 100 feet.
2. Asbestos Cement Pipe (AC)
Asbestos cement sewer pipe and fittings shall be +`. * l '' .,
Class 150 for diamters 4 inches and smaller, and rr
shall conform to ASTM Specification C -298. For ^,,W :
diameters 6 inches and larger,`pi'pe and fittings '5
shall be Class 1500 and shall conform to ASTM w�
Specification C -428, i) r : •
Gaskets used in all standard fittings shall conform Y > % ��
to ASTM D -1869, Specification for rubber rings for '`',' :,.
( '• asbestos- cement water pipe sr,,' ;z ,
., pe • 3. Non - Reinforced Concrete Pi , ` ! -
I. Concrete sewer pipe shall :conform tt .ASTM Designatlon_,; µ
C -14 Latest Revision for standard strength and extra ;` :G., -.
strength. In addition, all concrete sewer pipe shall 'g
be protected from acid attatk by pipe made with cal 1
careous aggregates (i.e., crushed limestone or dolo ,
mite). The finished pipe shall have a minimum calcium
. carbonate equivalent of 85%.
91 -2
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a. Concrete Pipe Joints
Joints for circular concrete sewer pipe using
flexible water -tight rubber gaskets shall com-
ply with ASTM Specification C443 -67.
4. Vitrified Clay Pipe
Vitrified clay pipe shall be standard strength clay
pipe conforming to ASTM Specification C13 -65T. Where
specified by the Engineer, extra strength clay pipe
conforming to ASTM Specification C200 -65T shall be
used.
a. Clay Pipe Joints
Compression joints for vitrified clay bell and
spigot pipe shall conform to ASTM Specification
C425 -66T.
D. Pipe Materials - Evapotranspiration Bed
y placed seepage drain pipe within the 1t.t. � L `
All horizontally
evapotranspiration bed shall be 4 inch diameter perfor ' ,�
ated pipe. The pipe shall be classified as sewer and
drainpipe manufactured from white styrene - rubber plastic ? \ tr
and shall be made in accordance with ASTM Specification F
D- 2852 -69T and Commercial Standard CS- 228 -61. u t '•.
The perforated pipe shall be rated at a minimum crush
strength of 600 pounds. The pipe material shall be , r r,
r supplied with loose couplings which shall be solvent tgl:
welded in the field. Vertical stand pipe used as in- ,.1
•spection wells or vent pipe shall be constructed of .
similar plastic pipe material unless otherwise speci-
fied by the Engineer. The vertical pipes shall not be
perforated.
•
E. Aggregate Material - Evapotranspiration Bed " > �,'
Aggregate material used for the construction of the. evapo
• transpiration bed shall consist of clean gravel or stone
free from deleterious and organic material. The size of > ,
the aggregate shall range from 3/8 inch to 3 inch placed Vit.w'
in the bed in layers to depths indicated on the detail "° '
drawings.
Sand shall consist of clean brown sand or gravel wash
ings of a size that will pass a number 100 sieve.
91 -3
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•
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F. Liner Material •
°`•: The liner material where required by. the Engineer shall
. be equal to Royalene, Royal Seal as manufactured by
Uniroyal. The minimum thickness of the liner material
shall be 10 mills. Adhesives used with the liner shall
be U.S. Rubber M -6222. The liner shall be made completely,
impervious within the bed.
G. Handling of Materials •
Pipe, fittings, and accessories shall be loaded by lift-
ing with hoists, skidding or other acceptable methods so
. as to avoid damage to them. Under -no circumstances, shall
any materials be dropped. Pipe handled on skidways shall
not be skidded or rolled against'pipe already on the ground.
• Pipe and accessories shall be handled in such a manner as to
insure delivery in sound, undamaged condition.
All materials delivered to the job site shall be stored end
protected from adverse weather conditions such as frost or,
intense heat. In all cases, materials shall be handled and H4
stored according to the manufacturer's recommendations.
Materials damaged or found to be in an unacceptable condi-
tion for use by the Engineer, shall be promptly removed from
the project site and replaced by the Contractor by accept
able materials with no additional expense to the Owner
IV. INTERCONNECTION PIPE CONSTRUCTION
The following pertains to the construction requirements for
sewer outfall piping between the treatment plant unit and the . t •
- x , 'evapotranspiration beds.
• A. Pipelaying
The bottom of the trench shall be shaped to give substan-
tially uniform circumferential support to the lower fourths i
4 ',< of each pipe. . Bell holes shall be dug at each Joint to in4r
sure that each section of pipe rests on the barrel and not ;rhx,,.,
4 on the bell. Sewer lines consisting of plastic pipe materit)0 :
• shall be bedded in select native trench material having no, ;,I
stones over one inch in diameter. Class C bedding shall be
used in all cases unless otherwise' specified by the Engineer:'it
The backfill on both sides of the i e shall be hand- laced
and tamped out to the undisturbed trench walls or 21 pipe R
diameters on either side of the pipe, whichever is less.
91 -4
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•
>•`'. The same type of fill shall be placed at least 12 inches
over the top of the pipe and leveled. No compaction shall
• be performed in this 12 inch layer directly over the pipe.
. remainder of the trench shall be backfilled as called
• • for in the "Excavation, Trenching and Backfilling for Pipe
Lines section of these Specifications.
Pipelaying shall proceed up -grade with the spigot ends of
bell and spigot pipe pointing in the direction of the flow.
Each pipe shall be laid true to line and grade in such a
- manner as to form a close concentric Joint with the adjoin-
ing pipe and to prevent sudden offsets of the flow line.
The interior of the sewer shall be cleared of all dirt and
superfluous materials.
Trenches shall be kept free from water until pipelaying is
completed and pipe shall not be laid when the conditions
of the trench or the weather is unsuitable for such work,
such as frozen ground conditions. At times when work is
not in progress, open ends of pipe and fittings shall be
secure so that no trench water, earth or other substances
will enter the pipe or fittings. No sewer pipe shall be
covered until all joints have been inspected by the Engineer.
B. Granular Fill Material
Granular fill material used in pipe bedding and backfill
in locations specified shall consist of crushed stone or
gravel with a minimum size of 1 inch and a maximum size .
of 3/4 inch. The material shall be well graded between
these limits so that a dense fill is provided, and shall
be subject to the approval of the Engineer at all times
during delivery and placement.
Granular bedding material will be required in areas where
soil conditions are such that proper bedding of the pipe
cannot be obtained with the native soils. Areas requiring
granular bedding will be indicated on the plans or desig ,
nated by•the Engineer during construction:
C. Jointing Methods
• Pipe Joints shall be watertight. Joints may be made by
use of an 0 -ring type gasket. All Jointing shall be done •
in accordance with the manufacturer's recommendations.
•
•
91 -5
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r"k \ V. EVAPOTRANSPIRATION BEDS
A. General , . ,
The evapotranspiration bed shall be constructed to the •
shape,depth,and dimensions as shown on the drawings.
The actual field location shall comply with all local
Health Department requirements for setbacks and loco-
. tions to potable water sources.
The beds shall be protected from storm water and sur-
face runoff. Suitable drainage swales and site grading
shall be provided to allow for positive drainage away
from the beds.
B. Construction
1. Clearing Job Site
• The Contractor will be required to remove all trees,,.
• brush and rubbish before excavation is begun. The .
Contractor shall pile and burn or otherwise dispose
of this cleared material so as to provide the Owner, r
with a clean, neat appearing job site. , Y}r .-
Y r
The Contractor shall conduct and confine his work
In areas designated by the Owner and refrain from
damage to landscaping and private ' ° "
Property near ',,
the construction area:
• 2. Excavation and Bottom Preparation r
• The bed area shall be excavated to the depth and
side slope requirements shown on the detail draw-
ing. In no case shall the side slopes be steeper
than 1 to 1.
• The.bottom shall be level In both the longt,tudinal r .,, <.
and transverse directions. The bottom shall be ,:'!
J graded smooth and free from all stones, sharp ob- , .,, .
ects and debris. Where bedrock Is encountered, , %Yr
the bed bottom shall be backfilled with select ,, *
excavated material or sand for a depth of a"pproxl . .r
mately 2 inches, in the area of the perforated
pipe or over the entire bottom area when a liner
1s used.
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} 3. Liner
L+. x
Where required by the Engineer, an impervious liner
,shall be placed on the bottom and sloped sides and
extended up to a point near the natural ground sur-
face. The liner shall be placed to fit the shape
of the excavation with all seams spliced and sealed
with the specified adhesive.'
4. Piping and Aggregate Placing
Perforated piping shall be placed to grade and align-
ment as called for or indicated on the drawings. All
joints and fittings shall be solvent welded and verti-
cal inspection wells, c)eanouts and appurtenances shall
be aligned and braced where necessary prior to placing
aggregate backfill material.
5. Aggregate Placing
The aggregate backfill shall be placed in even layers
to a depth and gradation called for or shown on the
drawings. -Unless specified otherwise, the bottom -most
layer shall consist of a minimum 8 inches of aggregate,,A.:
between 2 inch to 3 inch gradation. The next layer
shall consist of a minimum of 4 inches of aggregate be= '
tween 3/8 inch to 1/2 inch gradation. The final layer: •
shall consist of a minimum of 9 inches of sand.
C. Backfill, Grading and Planting
1. Topsoil
Topsoil cover placed over the sand and gravel aggre-
gate material shall consist of native topsoil. The ° •
depth of topsoil shall be between approximately 1 to
3 inches.
The topsoil shall be placed, shaped and scarified in -
a manner so as to provide maximum evaporation from the
bed area.
2. Finish Grading
Upon completion of the evapotranspiration bed and re-
lated pipeline work, the construction area shall be
finish graded to match existing grade. The work shall •
be performed in a neat workman -like manner and shall
meet with the satisfaction of the Owner.
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3. Planting
Plantings shall consist of native grass and .small
shrubs of the type that make'optimum use of the
available moisture of the beds.
Suggested grass type would consist of orchard grass.
Suggested shrubs and trees would consist of Blue
Spruce.
D. Measurement and Payment
Measurement and payment of the materials used and work
performed shall be based on the unit price for each item
of work stated in the proposal or quote. Any additions
or deletions. of materials of work quoted will have the
contracted 'price adjusted according to the unit prices.
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CLAYCOMB ENGINEERING ASSOCIATES, INC. •
,
C 207 VILLAGE PLAZA
GLENWOOD SPRINGS, CO 81601 MEMBER
303.045 -8676
September 25, 1984
Russell Scott, Jr., M.D.
P.O. Box 4257
Aspen, CO 81612
RE: Dog Kennel and Residential Sewage Disposal Systems
Within a Portion of the Northeast 1/4 of the Northeast
1/4 of Section 36, Township 6 South, Range 87 West, of
the 6th Principal Meridian, Colorado
Job No. 1863.006
Dear Dr. Scott:
This letter is written as a supplement to the 2 sewage disposal
system application reports prepared for the residence and the dog
kennel for the above- referenced site. After a site review of the
excavation for the evapotranspiration bed for the dog kennel, we
determined that it will not be necessary to construct the curtain
drain along the uphill side and ends of the bed for either septic
system. However, all rainfall runoff from the dog kennel building
and .nearby ground surface must be diverted away from the
evapotranspiration beds.
Please contact us if you have any questions or need additional
information.
Sincerely,
CLAYCOMB ENGINEERING ASSOCIATES, INC.
Bruce D. Lewis, P.E. • -
Project Engineer ...., . :: : ;•,. .•,,
r.
BDL/mm
cc: Ed Feld, Garfield County ^n 1::; %f '•
C(I.u1(A DO SI N(;s ( /I TICE
• . t ( H 1 NIo . I LIISI.LD 11H.. SCI 'I I.A COLORADO SPDIN(:S. COLORADO NO918 3113-7.94.1i1.16