HomeMy WebLinkAbout314 Strohm Cir - 211106405028INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P'.O. Box 179 - 500 Broadway • Eagle, Colorado 81631
Telephone: 328-8755
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1262
Please call for final inspection before covering any portion of installed system.
OWNER: Everett S. & Maxine R. Jaramillo PHONE: 627-5237
MAILING ADDRESS: P.O. Box 127 c;ry: Red Cliff
s1a1a: co ZIp; 81649
APPLICANT: SAA
PHONE: SAA
SYSTEM LOCATION:314 Strohm Circle, Gypsum TAX PARCEL NUMBER: 2111-064-05-028
LICENSED INSTALLER:_ Hobbs Excatating LICENSE NO: 23-93
DESIGN ENGINEER OF SYSTEM: Inter -Mountain Engineering
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM
1250 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 569 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install system according to the Engineer's design dated 10/13/93
ENVIRONMENTAL HEALTH APPROVAL: DATE:
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS F 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 CAUSE FOR 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: SQUARE FEET. V 10l�SL� ` 1 U��L
INSTALLED SEPTIC TANK: i 3 GALLON DEGREES t FEET FROM W (�Lno Um-n nk-t
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND -
PROPER MATERIAL AND ASSEMBLY ✓ YES —NO
COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: ( YES —NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS:
ENVIRONMENTAL HEALTH APPROVAL: L� C —DATE:��
ENVIRONMENTAL HEALTH APPROVAL: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS .
APPLICANT / AGENT: OWNER:
PERMIT FEE PERCOLATION TEST FEE RECEIPT#
CHECK#
ISDS Permit
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-8755/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
PROPERTY OWNER:
57 EVOA) -AA)
i-_� M ,=yr i' )eC'N 9-C
-T Z
A,ti 14, 1 a
MAILING ADDRESS :
i!4? . 150 Y
f a l REDC1,,FV
Co S/1,4, PHONE •
1?a-7 -
5'a 3 7
APPLICANT/CONTACT PERSON: �l/,s2cy -I _39444 n, D PHONE: Va7-Sa37
LICENSED SYSTEMS CONTRACTOR:r���5xC64�l.rTi.t/c_
ADDRESS: co PHONE •
***************************************************************************
PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description:.W J` &iae0cj1 b a,vrs,o,y L�? �,! r'«,y &,.
Parcel Number: ,:9/// -06y - OS o3$ Lot size: sf• Svt 01C
Physical Address: 31AI 57'e-6111 cjR,-Lc C7ctI-SSk,�.r �o
BUILDING TYPE: (Check applicable category)
(>. Residential / Single Family Number
( ) Residential / Multi -Family* Number
( ) Commercial / Industrial* Type_
of Bedrooms
of Bedrooms
TYPE OF WATER SUPPLY: Well( ) Spring ( ) Surface ( )
Public (y-) Name of Supplier: 7outi/ 2L44VA„
*These systems require design by a Registered Professional Engineer
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION
MAKE ALL REMITTANCE PWBLE TO: "EAGLE COUNTY TREASURER"
SIGNATURE: DATE •
********** ******** **.��*.,,--*��v,,*************************************************
AMOUNT PAID: _ ,�5V , vRECEIPT# �D DATE: v51 1(2) (Mt
CHECK # :(L,20 CASHIER:
COMMUNITY DEVLOPMENT
DEPARTMENT
(303)328-8730
EAGLE COUNTY, COLORADO
March 30, 1994
Steve Jaramillo
P. O. Box 127
Red Cliff, CO 81649
500 BROADWAY
P.O. BOX 179
EAGLE, COLORADO 81631
FAX: (303) 328-7185
RE: Final of ISDS Permit No.1262-93 Parcel #2111-064-05-028
Property located at: 314 Strohm Circle, Gypsum
Dear Mr. Jaramillo,
This letter is to inform you that the above referenced ISDS
Permit has been inspected and finalized. Enclosed is a copy to
retain for your records. This permit does not indicate
compliance with any other Eagle County requirements. Also
enclosed is a brochure regarding the care of your septic system.
Be aware that later changes to your dwelling may require
appropriate alterations of your septic system.
If you have any questions regarding this permit, please
contact the Eagle County Environmental Health Division at
328-8755.
Sincerely,
Tania M. Busch -Weak REHS
Environmental Health Specialist
ENCL: Information Brochure
Final ISDS Permit .
cc: files
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
DATE:
TO:
FROM:
RE:
Post-ItIm brand fax transmittal memo 7671
#of pages ► oZ
To r J
,�j
From
Co. S
Co.
Dept. -
Phone 7
Fax # S��/� y
Fax # 32 (j _ 7/
October 15, 1993
Merle Hobbs, Hobbs Excavating
Environmental Health Division
Issuance of Individual Sewage Disposal System
Permit No.:1262, Tax Parcel # 2111-064-05-028
Property Located at: 314 Strohm Circle, Gypsum
Enclosed is your ISDS Permit No. 1262 is valid for 120 days.
The enclosed copy of the permit must be posted at the
installation site. Any changes in plans or specifications
invalidates the permit unless otherwise approved. Please call
our office well in advance for the final inspection. The final
inspection is to be done before any portion of the installed
system is covered. The deadline for the final inspections done
by Eagle County Environmental Health is December 1. Systems
designed by a Registered Professional Engineer must be certified
by the Engineer indicating that the system was installed as
specified. Eagle County does not perform final inspections on
engineer designed systems.
Be aware that the specifications on the permit are minimum
requirements only. Installers should bring this to the attention
of the property owner.
This permit does not indicate conformance with other Eagle
County requirements.
If you have any questions, please feel free to contact us at
328-8755.
cc: files
PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT.
OWNER:
C�0 AA ISDS
I Q �CQ
LEGAL DESCRIPTION: t%)
MAILING ADDRESS: \j
TYPE OF DWELLING: NUMBER OF BEDROOMS
TEST HOLES PRE-SOAKED: YES L/ NO
TIME WATER DEPTH INCHES OF FALL RATE
1 2 3
1 2 3
1 2 3
1 2 3
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Time to drop last inch
SOIL
PROFILE
3
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PERC RATE: /0 MINIMUM SEPTIC TANK SIZE: 12-50 co-G,
MINIMUM LEACH FIELD SIZE: 540
COMMENTS: a
V (Y) Oq
PERC TEST DONE BY:
70 DATE:
Environmental Health'Officer.'
Inter -Mountain
Engineering Ltd.
March 22, 1994
Eagle County Environmental Health Division
P.O. Box 179
500 Broadway
Eagle, CO 81631
Re: Jaramillo Residence Septic System
Gentlemen,
I inspected the installation of the septic system at the
Jaramillo Residence at Lot 4, Bertroch subdivision Filing No. 6,
Town of Gypsum, Eagle County, Colorado on October 22, 1993 and
found it to be in substantial compliance with our construction
plans, dated October 13, 1993.
Please call if you have any questions.
Sincerely,
lusseill-Thrasher, F
Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531
1420 Vance Street • Lakewood, Colorado 80215 9 Phone: 232-0158
LOT 4
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® Project No.
P.O. BOX 978 rIvter-Mountain SUITE STREET
Date / By:
77 METCALF ROAD l420 YANCE STREET
AVON, COLO. 81820 Enprineerin Ltd. LAKEMOOD. COLO.80215
(303) 949-5072 S! (303) 232—Oi58 Sheet No.
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P.O. BOX 978 rIvter-Mountain SUITE 1ET
77 METCALF ROAD 1420 VANCE STREET Date / By:
AVON, COLO. 81820 En lrieerlri Ltd. LAKENOOD, COLO.80215
(303) 949-5072 i� (303) 232-0158 Sheet No.
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1262-93 - Parcel #2111-064-05-028
JOB NAME _ 314 Strohm Cr. Jaramillo
JOB NO. . - --
_IOB LOCATION .. _. .. ._
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
(4au-�- tob-5N,3
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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
i"001)
JOB FOLDER Product 278 Qp NEW ENGLAND BUSINESS SERVICE. INC.. GROTON, MA 01471 JOB FOLDER
d
Printed in U.S.A.
1
LOT 3
FT
- LOT
(DECK
LIJ
LLJ
/ / I� I I I I I HIGH LEVEL OVERFLOW DISTRIBUTION
PLACE GRAVEL AT MIDDLE OF EACH INLET
1250 GAL. TWO
COMPARTMENT SEPTIC CHAMBER, TO PREVENT EROSION '
/ I ii'1 /
TANK / 22 STANDARD INFILTRATOR CHAMBERS
o J
I i
14'SOLID PVC
@P/FOOT MAX. �
� CLEANOUT
� I PORTS
LOT 5A
LEGEND
NOIECONTOUR LINES ARE APPROXIMATE
30
1
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
FROM 40 PVC SLOPE
SEPTIC TANK .
Cz 3
SEPTIC TANK DETAIL
L; !
Average Percolation Rate T 10 minutes per inch
f
Number of Bedrooms = 4
Maximum Daily Flow
Qmax = 75 gallons/day x 2 persons/bedroom x 4 bedrooms x 1509
900 gallons/day
SEPTIC TANK '
1. V = Qmox x 30 hrs
900 gallons/day x 30 hrs x 1 day/24hrs
1,125 gallons
2. Check Table 4 (Page 39) of Eagle County Individual Sewage Disposal
System Regulations
4 Bedrooms requires a 1,250 gallon tank capacity
Use a 1,250 gallon, two compartment septic tank.
ABSORP77ON AREA
A =. Qmax/5 x T 1/2
T = 10 min/inch
I
A = 900 00 = 569 square feet plus 409 increase for automatic C
washing machine
t ' �
/nF/trator Chamber System in a trench configuration is recommended, with an
allowed 50% reduction in the required absorption area.
0.5 Amax = 398 square feet.
Surface area of one /nfi/trafor Chamber = 18.75 square feet.
STANDARD INFILTRATOR CHAMBER (31x 6%41x V) use 22 chambers. Two trenches with 11 chambers each_
r 6MIN.
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3'x I/ TRENCH
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t55,1185w•SEC6,5Ei
NO TES
1.
Building sewer line to septic tank shall have a minimum slope of 1/4"
I
per foot. Bends in building sewer shall be limited to 45 degrees.
2.
Septic tank shall be installed level. Tank to have removable cover or
f
manholes extended to within 8 inches of finish grade for access to each
compartment, for cleaning and inspection. Septic tank to meet all the
requirements of Eagle County Individual Sewage Disposal Systems, Section
j
4.07.
I
J.
Excovate and level Y wide trenches, 6 feet apart.
I
4.
Prepare trench bottom and sides in accordance with the state and local
regulations. (ifor the Infi/tator Systems caking sidewalk and bottom
infiltrative surfaces is recommended to eliminate smearing)
5.
Assemble and install the In6/trator Chambers in the trenches according
to the manufacturers recommendations.
6.
Backfll the side wall area with native soil for proper support.
j
7.
0
Backrill .the Infiltrators with a minimum of 18 inches of compacted cover.
8.
Avoid vehicle traffic over the system during construction.
9.
All installations shall meet the rules and regulations of Eagle County
r
Health Department as set forth in the Individual Sewage Disposal System
Regulations of that department. Construction of the system shall be
inspected by the Engineer.
f-
I K�SI��NTIAL SITE PLAN FOR:
1
LOT 4
IZSU W
COMPART A
TA
LE TEND
NO7F• CONTOUR LINES ARE APPROXIMA TE
_ - -- -- GRAPHIC- SCA]
30 0 is 30 60
( IN FEET )
1 inch = 30 ft
LOT 3
HIGH LEVEL OVERFLOW DISTRIBUTION
PLACE GRAVEL AT MIDDLE OF EACH INLET
CHAMBER, TO PREVENT EROSION
'22 STANDARD INFILTRATOR CHAMBERS
CLEANOUT
PORTS
LOT 5A
FROM 4" PVC SLOPE .
SEPTIC TANK
�` _ • Z 3
00
r� 6' MIN.
3'x I' TRENCH
11
1
SEPTIC- TANK DETAIL
r
_i1.1_L1_J_11:
I
f
RECEIVED
_ OCT 14 1993 f
EAGLE COUNTY
COMMUNITY DEVELOPMENT
SUBSURFACE .SOIL CONDITIONS
PIT NO. 1
0.0' to 0.5, Topsoil
0.5' to 5.0' Highly fractured rock
5.0' Bedrock - Solid gypsum and sandstone
No groundwater encountered during excavation
DESIGN FLOW
Average Pe7colation Rate T = •10 minutes per inch
Number of Bedrooms = 4
Maximum Daily Flow
Omax = , 75 gallons/day x 2 persons/bedroom x 4 bedrooms x 1509
900 gallons/day
SEPTIC TANK
1. V = 0max x .30 hrs
= 900 gallons/day x 30 hrs x 1 day/24hrs
1,125 gallons
2. Check Table 4 (Page 39) of Eagle County Individual Sewage Disposal f
System Regulations
4 Bedrooms requires a 1,250 gallon tank capacity
• Use a 1,250 gallon, two compartment septic*ank.
ABSORP77ON AREA
A = Omax/5 x T 1/2
T = 10 min/inch '
A = 900 r10 = 569 square feet plus 409 increase for automatic
washing machine
I
Infiltrator Chamber System in a trench configuration is recommended, with on
allowed 509 reduction in the required absorption area.
0.5 Amax = J98 square feet.
Surface area of one Infiltrator Chamber = 18.75 square feet.
Use 22 chambers. Two trenches with 11 chambers each.
No TES
1. Building sewer line to septic tank shall have a minimum slope of 114" '
per foot. Bends in building sewer shall be limited to 45 degrees.
2. Septic tank shall be installed level. Tank to have removable cover or
manholes extended to within 8 inches of finish grade for access to each
compartment, for cleaning and inspection. Septic tank to meet all the l
requirements of Eagle County individual Sewage Disposal Systems, Section
4.07. l
J. Excavate and level X wide trenches, 6 feet apart. f
4. Prepare trench bottom and sides in accordance with the state and local
regulations. (for the inrltator Systems raking sidewalk and bottom
inAltrative surfaces is recommended to eliminate smearing)
5. .Assemble and install the infiltrator Chambers in the trenches according
to the manufacturers recommendations
6. Bockrill the side wall area with native soil for proper support.
7. Backfill the Infiltrators with a minimum of 18 inches of compacted cover'
7
8. A void - vehicle traffic over the system during construction.
9. All installations shall meet the rules and regulations of Eagle County
Health Department as set forth in the individual Sewage Disposal System,
Regulations of that department. Construction of the system shall be
inspected by the Engineer. `