HomeMy WebLinkAbout1380 Green Meadow Dr - 239128104001INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1950-00 BP NO. 12963
OWNER: BO COTE AND MICHAEL REGAN PHONE: 970-927-4434
MAILING ADDRESS: 6650 EAST SOPRIS CREEK RD., SNOWMASS, CO 81654
APPLICANT: MICHAEL REGAN PHONE: 970-963-4090
SYSTEM LOCATION: LOT 15 SOPRIS MESA, GREEN MEADOW DRIVE, CARBONDALE TAX PARCEL NO. 2391-281-04-001
LICENSED INSTALLER: BOGUE CONSTRUCTION SCOTT BOGUE LICENSE NO. j&_06 PHONE: 970-858-3108
DESIGN ENGINEER: HIGH COUNTRY ENGINEERING, ROGER NEAL PHONE NO. 970-945-8676
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE
1250 GALLON SEPTIC TANK 1065 SQUARE FEET OF ABSORPTION AREA VIA 36 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATEDI2/13/99. BE SURE TO MAINTAIN ALL SET BACK REQUIREMENTS, DO NOT
INSTALL IN WET WEATHER AND INSTALL TRENCHES ALONG CONTOURS. INCLUDE A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND IN-
SPECTION PORTALS IN EACH TRENCH. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLA-
TION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEP-
TIC SYSTEM HAS RECEIVED FINAL APPROVAL FROM THE ENVIRONMENTAL HEALTH DEPARTMENT.
ENVIRONMENTAL HEALTH APPROVAL: DATE: FEBRUARY 3, 2000
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: 1065 SQUARE FEET (VIA 36 INFILTRATOR UNITS PER DESIGN )
INSTALLED CONCRETE SEPTIC TANK: 1500 GALLONS IS LOCATED DEGREES AND 25 FEET INCHES
FROM THE SOUTH SIDE OF THE HOUSE. SEE SITE PLAN FOR SYSTEM COMPONENT LOCATIONS.
COMMENTS: ENGINEER FINAL CERTIFICATION AND AS -BUILT DRAWING RECEIVED 4-20-00. SEPTIC TANK IS
LARGE ENOUGH TO ACCOMMODATE A FIVE BEDROOM HOUSE BUT THE LEACH FIELD IS ONLY LARGE ENOUGH
FOR 4 BEDROOMS.
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 DATE: APRIL 24, 2000
NOV-16-1999 E3: 39P PROM: EAGLE COUNTY ENV HEA 97032eO349 TO:19709634e99 P: a IG
Incomplete Applications Will NOT Be Accepted
(Site Plan NUST be attached)
ISDS Permit ## NOD 0 U
Building Permit ## /a- &3
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
32 - 755,927-3823 (El Jebel)
* PERMIT APPLICA ION FEE $150.00 PERCOLATION TEST FEE $200.00
*
* MAKE ALL REMITTANCE PA ABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: _�LJ �. Z�. ,C _ " I ryat,�P- tu2g e"__-
MAILING ADDRESS: 0'15 C r r R) VSL/ PHONE: / ( 3
APPLICANT/CONTACT PERSON: I~PHONE: 7 U 3 �6 17 0
LICENSED SYSTEMS CONTRACTOR: �J � V u- > ✓ CC�� PHONE •
COMPANY/DBA: (_)04�� (OR / 0 dict' ADDRESS : -9r) l44
PERMIT APPLICATION IS FOR: X NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description : 1. scvffS So, bH1 U)S1yy,\ co �U
Tax Parcel Number: - - D Lot Size: _jt aC.V2 S
�" 6= 3
Physical Address: S 1 T ) 6-r-Q..E/'1 rn�G h l�- �3'l 11Q. �I,t bm* U '�Il crd3
PUILDING TYPE: (Check applicable category)
Residential/Single Family Number of Bedrooms
( ) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* U� Type
TYPE OF WATER SUPPLY: (Check applicable category)
( ) Well ( ) Spring ( ) Surface Public Name of Supplier: r2
�te own. 4 5. ffSj;-L.
*These systems require design by a Registered Professional Engineer
SIGNATURE: Date:
AMOUNT PAID: Is7�` RECEIPT : 119 S� DATE :
CHECK ## : CASHIE1
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
April 24, 2000
Bo Cote and Michael Regan
6650 East Sopris Creek Rd.
Snowmass, CO 81654
EAGLE COUNTY, COLORADO
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit # 1950-00, Tax Parcel #2391-281-04-001. Property location: 1380
Green Meadow Drive, Carbondale, CO.
Dear Mr. Cote and Mr. Regan:
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 building 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 (970) 328-8755.
Sincerely,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL: Informational Brochure
Final ISDS Permit
cc: files
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
Date: February 3, 2000
TO: Bogue Construction
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit No. 1950-00. Tax Parcel
# 2391-281-04-001, Property Location: 1380 Green Meadow Drive, Carbondale,
CO, Cote/Regan property.
Enclosed is your ISDS Permit No. 1950-00. It 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 note any special requirements
that may have been added to the design by this department.
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. Your TCO will not be issued until our office
receives this certification.
Permit specifications are minimum requirements only, and should be brought to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements. Please
notify this office if you have not been contracted to perform this installation.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
Inter -Mountain Engineering, Tony Donovan
April 19, 2000
Ray Merry
Eagle County Environmental Health Department
P. O. Box 179
Eagle, CO 81631
Re: ISDS for the Regan Residence, Lot 15 Sopris Mesa Subdivision
HCE File Number 99004.44
Dear Ray:
On April 13, 2000 High Country Engineering personnel observed the construction of the ISDS
located at 1380 Green Meadow Drive, Lot 15 in the Sopris Mesa Subdivision. All of the
components of the system had been installed, and only minor backfilling had taken place. A
1500 gallon septic tank and 36 standard Infiltrator units with inspection wells had been installed.
The sewer pipe from the house was being installed with cleanouts, and the installation of the
system was in conformance with the intent of the design. We are providing you with a drawing of
the system as constructed with measurements to the major components of the system shown.
If you have any questions, or need additional information, please contact us.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
�81 �+ea�s�os�aaya.e a
Roger D. Neap d s
: cc
Principal Engineer �W
e; .t
ov A
�j ep
RDN ept !/� a...a.geespmNp��p�� V
cc: Michael Regan
923 Cooper Avenue 14Inverness Drive East, Ste B-144
Glenwood Springs, CO 81601 Englewood, CO 80112
phone 970 945-8676 • fax 970 945-2555 phone 303 925-0544 • fax 303 925-0547
VHA n;u. aru 945 2555 R 02
Hit WOW4-pawlak Ceoteaht�ic�l, lar,
WE- coubly Rua Aa4
G491A*ech PhOde.97& "406. O"S
December 7, 1999 Fax. 970.94,;-SQ4
hPE�@�sp�eot�eie.eem .
Michad 4d Andrea Regaa
1124 Muig's Row
-boWale, Mora& 81623 YOb Nfi. 199 888
Subject: Percolation Ten*, PrOPOW sideme, Lot 15, Sopr s Mesa
Subdivisltn, ale Couujy, Colorado.
l)e.ar W. and its. Ragas:
A,q requested, a. representative of Repwortb-Paw1ak cvOteaw.1, J." pezfot
l ola#vn testimg at the subject site, The results are premed $n this report, The
work was dam in accordance with our 2V- s far �eQ cbuic l e�Sir e g services
to }rust dated 13ece,r 2, 1999.
p"ccaladOu t dug was lrcrformad CQ Aeceulber 2, 1999, The test holes were dug
az6 soaked by ,you on Dew -1, 1999. The per bdcn test hole locations are shown
Tl0 percolation tast results M SU]TMNari=d on Table 1..A grOjUe pit was
"C"'lled r the percolation test holes and the subsoils a POW cordate of 1 foot of
t NSOR Overlying relatively sdtf silty sandy clay With scattered graval and cobbles. 'lam
Iv- raclatian test results !Edlcate an iUfJtMtiaa rate of 23 to 45 motes per inch Witb an
average of 35 'fel per itwh,
If you have my pestions, please Cali our office.
Sinre,V17,
l WOR7-H1 pA Cil?OTEcHMCAI, INC.
'1 a'e'v'i�t�fl Tll
cp
F
HDMOM d-H 90 : 80 OOOF-Si- -rd-t
-- II ILL 11"Ll uUUMAl ziYU11YCn"'fl T tHA NU. ufU Aj 2565 P 03
N�31Q�J �i�H ��:8� r,G�C�_c�ti—Nt•Jm
I, I U, L UU UM n l c.lvlr 111r r-rt j N r MA NU. M 945 255E P, 04
O,d "IU101
H EP1P ORTH-PAW AK MOTECHNICAL, INC.
TABLE !
11W12a
d
HOLE NO..
'
} w-.•,--.
P-1
..�
HOLE !)EP77I
(INCHES)
38 112
_
. !..lYW
LMGT E OF
INTiRVAI.
BMIN#
15
'
WA I Y Vt. ��
WATER DEPTH
AT START QP
INTERVAL
{IAIC�IR69
8 3r4€
7 314
rsr-CUL 1 Q
WATER DEPTI1
AV 9Mb OF
INiORVAE.
(IHCHESJ
7 314
7
Jos
�Rdp EN
WATER
teva
N !!E
q
3/e4
i41O.199 sea
AVERAGE
PP�it~0I.A-n*N
It+ATI<
i111�[./l�lC KI
38
7
6 112.
6 112
8
'112
U2 '
8
112
S 112
6
7!2
a
411a
1/2
4 112
114,
114
F-2
i
. — ..
42 112
16
9 112
8 314
8 314
8114
314
112
45
3/4
X1Z
7 314
7 1/4
I/2
71 f4
7
114
%
'
114
6 314
.1314
6 1/4
1fad
6114
6
'I14
Ir 3
42
i 1
v
water added
6
Gila
2 1/2
23
sill
1)2
1
6 i!2
4I3W
3lq.
4 314
g
314
4
3112
1 M
7 112
a 314
314
6 314
314
rl
sill
112
MotO: ftrcolnion test hales were hand dug in the bottom of ahailow ba .kho a pits and cooked by the ef{ant cn DgCernber t,
t SGS. Tina h6loe wue Protected from frame avemfght w1th 1" tN*k flaxEble foam InsulAVon, Pemolatton lasts werR
mmiducted On DeCeMbef 2f 1992- 't'ha av®rage perOdIdVan rate Was hasod an the average at the last three readings
CJ1 each teet-
0:S0 er�ae-,1z-hdr
APPROXIMATE SCALE
1n=so'
i
7120
ii
PROFILE
PIT
Px ■�P3
FFy
4fOG
M
O,Q
EXISTING
POND
_BUILDING
VENVELOPE /X
!� Jr
7130
PROPERTY
BOUNDARIES
/
\7120
199 888 HE WORTH - P WLAK I LOCATION OF PERCOLATION TEST HOLES' Fig. 1
AL -
APPROXIMATE SCALE
1 " = so'
uj
z
J
w
0
z
7120 /
11
II
t
ob
re,ti
41-0G
ti
EXISTING
POND
PROFILE
PIT
P 2 ■AP 3 PROPERTY
BOUNDARIES
\OP 1 '/�'��1♦
� f \
j BUILDING
ENVELOPE `X
- 7130
\7120
1 199 888 HEPWORTH — PAWLAK I LOCATION. OF PERCOLATION TEST HOLES Fig. 1
I GEOTECHNICAL, INC.
1950-00 Tax #2391-281-04-001
Lot #15, Sopris Mesa COTE
JOB NAME Green Meadow Dr. tW REGAN JOB NO. G
Carbondale
LOCATION
BILL TO
DATE TARTED
DATE COMPLETED
DATE BILLED
re ,?
c�. /a
labs ��L .�L
3 (v
i q 'l fYA4 Or U4AA'is
aw
�( aft
nk 5;2ra D
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
Printed in U.SA
JOB FOLDER
PVC CAP
FINISH GRADE
| |
4~ COUPU�
4~ SEWER |
�RISER
~ 45 SWEEP BEND
4^ x 4^ x 4^ ---�
PVC WYE
xy
OCLEAN OUT
ASSEMBLY
SEWER CLEAN OUT DETAIL.
' N.T.S.
,----- REMOVABLE CAP
'
'
CUT MOLE IN TOP OF INFILTRATOR UNIT
FOR INSTALLATION OF INSPECTION WELL
PIPE
COUPLING
.
*� m PERFORATED PIPE
WRAPPED IN FILTER FABRIC
SOLID CAP FOR SUPPORT ON
BOTTOM OF TRENCH OR BED
INSPECTION
WELL
DETAIL
N.�S.
NATURAL GROU
TRA0R0v|T
C* BOTTOM LEVEL
ROUGHENED
TRENCH CROSS SECTION (TYn.
������l�T� SCALE
`�^°`�" ^^�^^
� / —
--- '' ` DW �C�3 = . '
-~ ~ ^� ' 1 inch 30 fL
CD
. '~..-
�;
EXISTING TOPOGRAPHY INFORMATION IS FROM AN AERIAL SURVEY AND WAS FIELD VERIFIED TO HAVE AN ERROR OF ±2 FEET IN SOME LOCATIONS.
` .
`
as
Alt
14
it
pf
iVICINITY MAP
T7S R87�. �TH �W � ' | — ^ �
SCALE: 1~ � 1000
�
i
/ |
� .
! �
, .
| � .
. .
! . �
|' |
' |
. / | . GENERAL NOTES '
1' ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY `
AND COLORxDO DEPARTMENT OF HEALTH REGULATIONS OF |NDI[V|DUAL
SEWAGE DISPOSAL SYSTEMS. EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT
SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE �
` RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN
THE ABOVE —MENTIONED REGULATIONS.
. .
2. FLOW: 4 BEDROOMS �2 PERSONS/BEDROOM *75 GALLONS/PERSON/DAY IS
600 GPD = AVERAGE DAILY FLOW.
MAXIMUM — 1'5 * AVERAGE = 900 GPD
SEPTIC TANK: MINIMUM PRE —CAST CONCRETE TANK SIZE ACCORDING TO
CALCULATION IS 1125 GALLONS. EAGLE COUNTY REQUIRES A 4 BEDROOM HOUSE
TO HAVE A MINIMUM 1250 GALLON TANK. RECOMMEND A 1250 GALLON TANK, -
OR A 1500 GALLON TANK TO ALLOW FOR FUTURE EXPANSlON. �
� . .
*FIELD SIZE: PER CD0H EQUATIONS:
A Ckt 0 = MAXIMUM FLOW - �
5 t = PERCOLATION RATE 35 '
� / |
A 1065 3O'FT '
5
PER CD0H REGS FOR USE OF "INFILTRATOR' TRENCH SYSTEMS .
ABSORPTION AREA CAN BE REDUCED BY 50%FOR TRENCH.CONF|AURAT|Om'
UNITS REQUIRED = 1085 S.F. " 0'5 / 15.5 S.F./UNIT 34'4 Vm|T3
MINIMUM 36 VwiTS '
. �
� . .
| '
. . .
3. TOPSOIL: 8]|L EXCAVATED FROM SITE ACCEPTABLE IF NO CLAYIS
' PRESENT.
! '
4' VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD AREA. |
| � /
5' CL[xNOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100
FEET ALONG THE HOUSE SE9HER'
' . '
' ' .
O. INSTALL R|3[R3 AS NECESSARY TO BRING ALL ACCESS POINTS TO �
WITHIN 1/2—FOOT OFF|NAL GRADE.
' | l 7' LOCATIONS OF ALL COMPONENTS WAY BE VARIED AS NECESSARY AS LONG
� AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. ^
O' PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM AREA |
USING DRAINAGE SYw\LES AS NECESSARY. ^ �
9' PERCOLATION RATE BASEQ ON TESTING BY H.P. GEOTECH, INC. ON DECEWBER
U|
- '-
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a 1e99JOB