HomeMy WebLinkAbout15 Squaw Creek Rd - 210702401005INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
Eagle County Department of Environmental Health PERMIT N® 0826
P.O. Box 850 - 550 Broadway
Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE
BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM
Owner: Morris & Suzanne Shepard Telephone: 949-1453
Address: Box 836 Edwards, CO 81632
System Location: 0015 Squaw Creek
Licensed Installer: Owner License Number: -
Conditional installation approval is hereby granted for the following:
Minimum requirements: 1000 Gallon Septic Tank or Aerated Treatment unit
Absorption area of dispersal area computed as follows:
Percolation rate: 1 Inch in 10 Minutes
Absorption area per bedroom ggQ Sq. Ft.
Number of Bedrooms 2 X 200 Sq. Ft. minimum requirement per bedroom -
equals 400 Total Sq. Ft. minimum requirement
Special Requirements: Engineer Design with Dosing Siphon
Date: March 28, 1988 Environmental Health Officer: Erik Edeen
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, C.R.S. 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 cause for both legal action and
revocation of the permit.
3. Section III, 3.21 requires any person who constructs, alters or installs an Individual Sewage Disposal System to
be licensed according to the regulations.
FINAL APPROVAL OF SYSTEM:
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: SQ. FT.
INSTALLED SEPTIC TAN GALLONS; DEGREES; FEET
DESIGN ENGINEER OF SYSTEM: //
INSTALLER OF SYSTEM: s �/ `� l,��� P ONE: 7� 6 - /�}�
SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE Of
AERATED ACCESS PORTS ABOVE GRADE: YES �NO
PROPER MATERIALS AND ASSEMBLY: YES
COMPLIANCE WITH PERMIT REQUIREMENTS: YES
COMPLIANCE WITH COUNTY / STATE REGULATION RE,QUIREMENTS:�YES NO
COMMENTS: f� &ie /!?
(Any item checked NO requires correction before final approval of system is 5eade. Arra e-inspection when
work is completed.)
DATE (Final ApprovA 1�-) _ ENVIRONMENTAL HEALTH OFFICER:
DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER:
RETAIN WITH RECEIPT RECORDS PERMIT
Name of Applicant: Mnrri s & Suzanne Shepard Name of Owner: Game
Amount Paid: $250.00 Receipt Number: 4620 Date:3/21/88 Cashier: Jo
Check # 469
White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner
tN�'
P-9 60 �/��-�� PHONE: `'L/? - lgl-55'
G i ROARS ALLEY( AM-Iy—MrAi, El( E J-7J
f� (x C) PHONE: 303- q q -.'O 1 X
P HO: E :
G' Gultf�
YES NO
ADDRESS:
- PHONE:
PER`[IT APPLICATION IS FOR: ( ) New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED INDIVIDUAL -SET,.-AGE DISPOSAL SYSTE`•[: �®
StreetyRural Address: wy C1u19GU Cif !mac h ���.
Lot Size: �� 0 CASIsY
Legal Description: C9 7- 4*- t fE ip! / / -Al
PERMIT APPLICATTON FEE:
APDT TI..:i. Tn. Fc�R �.'.'."AL SF_- :AG, DiS;."S:�L 'C— �rv•.7—
E:,X1RO:�[ENT.1L iiEALTH O`'FTCE - EAGLE Cc.U::T%'
P.O. 30% 350
Eagle, Colorado 81631
S150.00 328-7311 PFR(-OL:ITIO`: TEST FF_... $123,00
ADDRESS: -9O F F3 6
P
"DRESS: A yD c o
ADDRESS:
INS A11--%TION OF SYSTEM:
Licensed Installer (see attached list):
BUILDING -OR SERVICE TYPE (check aoolicable cateaorv) :
( V) Residential - Single Family
( ) Residential - Duolex
( ) Residential - Tr --ilex
NUMBER OF PERSONS:
WASTE TYPES (check aDolicable cate,ories):
( ) Co«:.::ercial or Institutional
( ) Non -Domestic Wastes
(k"f Garbage Disposal
(VI Automatic Washer
( ) Other
HYPE OF INDIVIDUAL =..•:AG- DISPOSAL. SYSTE_•I PROPOSED:
( ) Septic Tank ( ) Cor,:posting Toilet
( ) Vault Privy ( ) Greywater
( ) Pit Privy ( ) Aeration Plant
( ) Other
✓�' 04A'Q
( ) Residential - Quadolev
( ) Co=ercial (state usage)
I`:L:[BER OF BEDROOMS:
( k" Dwelling
( ) Transient Use
( Dish::asher
( ) Spa Tub
WASTE ?ATER FLOW REDUCTION PLAN: YES ( ) NO (vf
(I S yes, see attached tcas-t e Lte: t Stceu tedu�ctc:c;i met'teds )
NOTE: The EnvZto;une;Ltae Hea?_ut OSS.iC&t mail teduce the .teouit-d ab.so-Lpti.on a, -Lea upon
apptovae oS an adequate teas.t ucat e-, S�.ccv .'Leducti.on p.ea;t.
SOURCE AND TYPE OF WATER SUPPLY: (ice) well
( ) Spring ( ) Creek/Stream
Give depth of all wells within 200 feet of system: it Z11L�LL �Sp
If supplied by community water, give Aname of sVpplier:
( ) Incineration Toilet
( ) Chemical Toilet
( ) Recycling, Potable Use
( ) Recycling, Other Use
WILL EFFLUENT BE DISCiJRGED DIRECTL`i INTO WATERS OF THE STATE: YES ( ) NO
IS SYSTEM DESIGNED FOR LESS T'ciAN 2,000 GALLONS P = R DAY: YES (� NO
SIGdATURE----- - - - - -- �-------- - - - - -- - DATE_
INFOR;,IATION BELOW TO BE PILLED OUT BY ENVIRON'•IENTAL HEALTH OFFICER: v
GROUND CONDITIONS: Petc-o t G.tou;id S.eope
r Depth to Bedtoeh (pen &' P,toStee Hote)
Depth .to Gxoundica te,t Tabte-
SOIL PERCOLATION TEST RESULTS: _ jW ,Mi;uLtes pet .c)tbt .cn Hoi-e ?l
jkt- ►iu,tes pen inelt .to Hote #2
{ijaict�,s pe iACIL to Hote #3
FINAL DISPOSAL BY: -
( J Abso.tptc o;l Tnench, Bed o,t Pit ( ) Evapo.t=tsPiActti.on
( ) Above Gnccutd D.ispeisae ( ) Sand FtUct
( ) Unde;tg,tound Vispeua.0 ( ) Was-tcwa.tc-t Pond
Amou;Lt Paid: )L, 00 Receipt Ncunbe.t
-------------------- -_ _11`�f/2--------------------
NOTE: Site Plan must be attached to•application.
(Env. Health Department - Rev. 4-07-83)
PERCOLATION TEST
ENVIRONMENTAL HEALTH DEPARTMENT
Eagle County
FEE: $50.00 �d�� CCU Lf � ISDS APPLICATION NO.
OWNER: 7z
LEGAL DESCRIPTION:
RURAL ADDRESS:
TYPE OF DWELLING: _ G�j / NUMBER OF BEDROOMS:
DATE OF PERCOLATION TEST:
TEST HOLES PRE-SOAKED:
TYPE OF SOIL:
YES NO
TIME
l 2 3
WATER DEPTH
l 2 3
II INCHES OF FALL
1 1 2 3
RATE
1 2
ZS
��,
•.r It
l
L/ 22=--
PERCOLATION RATE: / 0 /%-7 12,2�
RECOMMENDED MINIMUM SEPTIC TANK SIZE:
RECOMMENDED MINIMUM LEACH FIELD SIZE:
RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM:
SITE HAS BEEN REVIE1,•1ED AND TESTED FOR PERCOLATION RATE. 1
Environmental Health Officer Date
COMMENTS: _ S f le- f ��,� �^ c-
Rev. 5/31/84
qa
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I
0;neeringu&
ountain
SEPTIC RECOMMENDATIONS
FOR
LOT 1, SHEPARD SUBDIVISION
WEST SQUAW CREEK ROAD
EAGLE COUNTY, COLORADO
PREPARED FOR;
Suzie & Morrie Shepard
Box 836
Edwards, Colorado 81632
PROJECT NUMBER V-8O23G
MARCH 1988
Box No. 978 1420 Vance Street
Avon, Colorado 81620 Lakewood, Colorado 80215
949-5072 Denver 893-1531 Phone: 232-0158
SCOPE
This report provides septic system recommendations
for the proposed single family residence on Lot 1, Shepard
Subdivision, on West Squaw Creek Road in Eagle County.
SITE INVESTIGATION
The site was investigated and percolation tests
were performed by the Eagle County Health Department
on January 16, 1987. Results of these tests were used
I
to calculate absorption areas. A copy of the percolation
test report dated January 16, 1987, by Erik Edeen is
attached as part of this report.
SITE LOCATION AND DESCRIPTION
The site is located on the west side of West Squaw
Creek Road, approximately 200 feet south of its junction
with Squaw Creek Road. The septic tank and absorption
area is located to the west of the house between the
house and West Squaw Creek Road. See Sheet 1 of 1 which
is a part of this report. The location was selected
by the owner.
A
2
DESIGN CRITERIA
A single family residence has been proposed for
this site for year-round use. The residence will have
two (2) bedrooms and will be equipped with a garbage
disposer and automatic clothes washing machine. Thus
design criteria for calculations are:
2 persons/bedroom
75 gallons/person/day - average flow
+25% absorption area for garbage disposer
+40% absorption area for automatic washer
Design flow = 150% of average flow
CALCULATIONS
A = Q!CT- where A = minimum absorption area (sq.ft.)
Q = design flow (gal/day)
T = percolation rate (min/inch)
Q= 2 x 2 x 75 x 1.5 = 450 gal/day
A = 450 10 = 285 sq. ft.
5 +57 sq. ft. (+20% for disposer)
+114 sq. ft. (+40% for washer)
456 sq. ft. total absorption area
If Advanced Drainage Systems, Inc., SB2 10 inch
gravel -less leach bed tubing is used, 1 lineal foot of
pipe is required for each 3 square feet of absorption
trench; thus 152 lineal feet is required.
From Table 4 (Section 4.07.01 of the Eagle County
Regulations), a 750 gallon septic tank is required.
3
SEPTIC SYSTEM RECOMMENDATIONS
Based on the preceding calculations, it is recommended
to install a 750 gallon compartmented septic tank equipped
with dual operating automatic dosing siphons. These
siphons will allow for dosing of alternating areas in
the absorption area, prolonging the life of the drainage
field.
The septic tank will be followed by a minimum 456
square foot seepage trench. The.seepage trench should
be a minimum of 10 feet from all property lines, and
20 feet from the proposed residence. An inspection of
the system should be made by a representative of,the
Eagle County Environmental Health Department prior to
backfilling. The installation and material specifications
must comply with the Eagle County Individual Sewage Disposal
System Regulations.
As an alternate to the standard 456 square feet
of seepage trench, 152 lineal feet of 10-inch diameter
gravel -less leach bed tubing (as manufactured by American
Drainage System, Inc.) could be embedded in the native
soils of the site. This alternative would probably be
cost-effective.
It is also recommended that the owner consider over -
sizing the septic system to accommodate the future addition
of 2 bedrooms in the unfinished attic portion of the
house. Following are calculations for this over -sizing:
4
SEPTIC SYSTEM RECOMMENDATIONS - continued
I
Q= 4 x 2 x 75 x 1.5 = 900 gal/day
A = 9005 10 = 570 sq. ft.
+114 sq. ft. (+20% for disposal)
+228 sq. ft. (+40% for washer)
912 sq. ft. total absorption trench
If 10-inch SB2 "gravel -less" leach bed tubing is used:
912 - 3 = 304 lineal feet required.
From Table 4, a 1250 gallon septic tank is required.
CONCLUSIONS
This report has been prepared for the exclusive use
of Morrie and Suzie Shepard for the specific application to
the proposed residence at Lot 1, Shepard Subdivision, on West
Squaw Creek Road in Eagle County, Colorado.
The calculations in this report are based in part on
information furnished to us by others. The findings and
recommendations of this report have been obtained in accor-
dance with accepted professional engineering practices.
There is no other warranty, either expressed or implied.
If we can be of further assistance, please do not
hesitate to call.
Sincerely,
INTER -MOUNTAIN ENGINEERING, LTD.
G� homas Allen, P.E.
RE -
To j ect Engineer
r PEP.COLATiON PEST
ENVIRONMENTAL HEALTH DEPART14ENT
Eagle County
FEE: $50.00 �06, G�1J �f ,P
ISDS APPLICATION N0.
OWNER: -h :s.N -)14,'c--. A —
LEGAL DESCRIPTION: 2 c� C�eC
RURAI. ADDRESS:
TYPE OF DWELLING: / NUMBER OF BEDROOMS:
DATE OF PERCOLATION TEST:
TEST HOLES PRE-SOAKED:
TYPE OF SOIL:
YES NO •••�
1�
Z5�z`
TIME
1 2 3
II iJATER DEPTH
144- 2 3
II INCHES OF FALL RATE
i 1 2 3 I' 1 2
tl_z.
II
II
II
PERCOLATION RATE: /G 7
RECOMMENDED MINIMUM SEPTIC TANK SIZE:
RECOMMENDED MINIMUM LEACH FIELD SIZE:
RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: Z CC
SITE HAS BEEN REVIENED AND TESTED FOR PERCOLATION RATE.
Environmental Health Officer Date
COMMENTS:
Rev. 5/31/84 t'/z
82-6 Shepard Lot 1 Sheppara�
Sub. 0015 Squaw Creek gU
JOB NA JOB NO.
le'J09' LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
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JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 278. 5pg?® NEW .ENGIAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed 10 11.S.&
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