HomeMy WebLinkAbout110 Cordillera Wy - 210712203019INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway 9 Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823 A
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 0 0 8 '
Please call for final inspection before covering any portion of installed system.
OWNER: Steve Shulman/ Paul Gass PHONE: 617-926-2263
MAILING ADDRESS: 475 Arsenal St-, Watertown MA
AGENT: Cordillera Construction PHONE: 926-3500
�I
D
SYSTEM LOCATION: 0110 CnrdillPra Way —
LICENSED INSTALLER: F LICENSE NO.
DESIGN ENGINEER OF SYSTEM: Johnson ,, i<Hnkel R Assoc,
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1500 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 636 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Per engineer design, Provide 212 feet of Standard 3' wide trench
or 240 feet of 10" SB2. Put inspection portals at each end of line.
ENVIRONMENTAL HEALTH OFFICER: 4�1/DATE: 4J _ / e
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED /N 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 Ill, 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: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED
PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
alre 5 WC4
INSTALLED ABSORPTION OR DISPERSAL AREA: DLO SQIiAAE FEET.
INSTALLED SEPTIC TANK: 1,5g GALLONS y 5 DEGREES -7.5 FEET
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALSANDASSEMBLY_ YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: IV YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS: LVd/ 5'0Y✓Ll aS--bUL1 �O
ENVIRONMENTAL HEALTH OFFICER: DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANT/AGENT:
OWNER:
AMOUNT PAID: RECEIPT #: CHECK #: CASHIER:
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY Number:S868
P. 0. BOX 179
EAGLE, COLORADO 81631
4 Vail 328-7311 Eagle 927-3823 Basalt
9 9 5257 1 9
PERMIT APPLICATION] FEE $150.00 PERCOLATION TEST FEE $125.00
NAME OF OWNER:
MAILING ADDRESS: V%
. Z17- 9c �-a-;29.3
NXIE OF APPLICANT (If different from owner): L °c,rrJ�//�,--�.
ADDRESS.: �3n>e PHONE:
DESIGN ENGINEER OF SYSTEM (If applicable):
ADDRESS: Octi 5CD ra�e G'a PHONE:
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM:
LICENSED INSTALLER: ( ) YES ( NO
ADDRESS: ,t?, 0 ;;2fm X �_; 0 ,_ PHONE: 3��" — -� 30 i
PERMIT APPLICATION IS FOR: (` NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Physical Address: owo
Parcel Number: Lot Size:
Legal Description:
BUILDING OR SERVICE TYPE (Check applicable category):
Residential - Single Family ( ) Residential - Fourplex
( ) Residential - Duplex ( ) Commercial (Type) --�
( ) Residential - Triplex
NUMBER OF PERSONS: NUMBER OF BEDROOMS:
WASTE TYPES Check i—pplicable cateaories f
Commercial or Institutional Dwelling
( ) Non -Domestic Wastes ( ) Transient Use
(->4 Garbage Disposal (>< Dishwasher
(,-,--r Automatic Washer ( ) Spa Tub
( ) Other (Specify):
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
Septic Tank Composting Toilet ( ) Incineration Toilet
Vault Privy ( ) Greywater ( ) Chemical Toilet
Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use
( ) Other ( ) Recycling, Other Use
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES ( NO
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: (S�-'YES ( ) NO
WATER CONSERVATION PLAN: ( ) YES NO
NOTE: The Environmental Health Office may reduce the required absorption area upon
approval of an adequate water conservation plan.
SOURCE AND TYPE OF WATER SUPPLY: (;>-,) Well ( ) Spring ( ) Creek/Stream
Give depth of all wells within 200 feet of system:
If supplied by /community water, give name of suppl i er: rar �yey,-
SIGNATURE: DATE:
INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER:
GROUND CONDITIONS: Percent ground slope
Depth to Bedrock (Per 8' profile hole
Depth to Groundwater table.
SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole #1
Minutes per inch in Hole #2
Minutes per inch in Hole #3
FINAL DISPOSAL BY:
Absorption Trench, Bed or Pit
Above Ground Dispersal
Under Ground Dispersal
( ) Other
AMOUNT PAID: RECEIPT NUMBER
Evapotranspiration
Sand Filter
Wastewater Pond
DATE: Z(0
n n rACUTCD. V1
/
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION.
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER".
(Environmental Health Dept. - Rev. 4/88)
EAGLE COUNTY
551 Broadway
Eagle, Colorado 81631
(303) 328 7311
Date: August 24, 1990
RE: Issuance of Individual Sewage Disposal System Permit No. 1008
Enclosed is your ISDS Permit No. 1008 This copy of the
permit must be posted on the installation site. You must
call our office for final inspection before covering any
portion of the installed system. If you have and questions,
please feel free to contact us at the following numbers for
your calling area: Vail/Avon 949-5257; Basalt/El Jebel
927-3823; Eagle area 328-8730.
Sincerely,
Roger Hosea
Asst. Environmental Health Officer
Community Development
cc: ISDS file
RH/alm
Board of County Commissioners Assessor Clerk and Recorder Sheriff
P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359
Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631
Treasurer
P.O. Box 479
Eagle, Colorado 81631
EAGLE COUNTY
551 Broadway
Eagle, Colorado 81631
(303) 328 7311
Date: August 30, 1990
Steve Shulman/ Paul Gass
475 G. Arsenal St.
Watertown, MA
Re: Final of ISDS Permit No. 1008
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. Also enclosed are informational
sheets regarding the care of your septic system.
If you have any questions regarding this permit, please
contact the,Eagle County Environmental Health Officer, P.O.
Box 179, Eagle, Colorado 81631. We can also be reached
depending on your calling area at the following numbers:
Vail/Avon 949-5257; Basalt/El Jebel 927-3823; Eagle Area
328-8730. ,
Sincerely,
Roger C. Hosea
Assitant Environmental Health Officer
Community Development --
Enclosures: Informational Sheets
Final ISDS Permit
cc: Chrono file
ISDS file#
Building Permit file#
Board of County Commissioners Assessor
Clerk and Recorder
Sheriff
Treasurer
P.O. Box 850 P.O. Box 449
P.O. Box 537
P.O. Box 359
P.O. Box 479
Eagle, Colorado 81631 Eagle, Colorado 81631
Eagle, Colorado 81631
Eagle, Colorado 81631
Eagle, Colorado 81631
I �8
- t S
.
IvotrIce
5 cam
ROUTE FORM
p,��
46111 a]
D t Routed
EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE
,5,558
Application No.
Please review the attached Individual Sewage Disposal System Permit Application and
return it with this completed form the the Environmental Health Office.
PLANNING: Complies with - YES NO REVIEWED BY DATE
Subdivision Regulations:
Zoning Regulations:
Recommend Approval:
COMMENTS:
BUILDING: Complies with -
Building Permit Applied For:
Building Permit Issued:
Recommend Approval:
COMMENTS:
ENGINEER: Complies with -
Roads:
Grading:
Drainage:
Recommend Approval:
COMMENTS:
YES NO REVIEWED BY DATE
YES NO REVIEWED BY DATE
ENVIRONMENTAL HEALTH: Complies with - YES NO REVIEWED BY DATE
Floodplain Permit Necessary:
I.S.D.S. Regs. Compliance:
Recommend Approval:
COMMENTS: S, r.4n4 r
1008-90 Tx Prcl#2107-122-03-019 -l-- —�
JOB INANE, 0110 Cordillera Way/
Steve Shulman & Paul Gass.
JOB LOCATION
BILL TO
DATE STARTED
COMPLETED
DATE BILLED
Aa r1l, �,K)T ZnL,�� CN
71
A?)
�011 6 JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
- -- — -- - TOTAL LABOR
PERMIT # 1008 INSURANCE
OWNER: Steve Shulman/ Paul Gass SALES TAX
LOCATId = s 0110 Cordillera Way misc. COSTS
INSTALL_LP: Cordillera Construction
SIZE OF TANKI : 1500 gallons
DWELLI116": 4 bedroom
PERC RATE:
ABSORPTION AREA: 240 sq ft
TOTAL JOB COST
FINALIZED: 8/30/90 BY: Roger Hosea
GROSS PROFIT
BUILDING PERMIT # 4234
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
LDER Printed in U.S.A.
w
I/ /
190
�`•� °o-
INV.=7517.8
J.
_ -1
m00% ..... •
/10
�
:
0
0(overage)
_ 750 gal./day, 5 bedrooms
Q ..
J.
• .' . '
.-'
(
P
./. '
n
TTankss size =
1250 gal- 5
0 . 1500 gal
'
....,
J..''
GO �O
,,'
````
�6.
%
'/
A = 636 sq. ft.
LProvide -212
_
=
feet of Standard 3' wide trench
7O --
/ -
OR 240 FEET OF 10" SB2
LOT 2
10
=J.
i
J. -;.'
4" solid pvc releif line :
J. 10•
^O
40
.'. - ,-
♦`-,-
`•
10" SB2, Invert -7540
.♦
"' 9 00typical
r is r
J.
/
S
f r
f /
/01_ -:': J. . . ' i� a It , ► - Standard 3 wide b 12 deep S
5 .. 1
(�Q J. ' �, . �.• - - •� .: - j/ --i ► '-� 1 ! I Gravel Drain field trench
x Install Level
/ r' 1
/� / i ,� • J. -� / /. `„ '' (See Detail Sheet) i ``♦ �s a
/ 1 ''. ► (Omit gravel bed if SB2 line is us d) F
- `
♦ 10 SB2 or ► I + 1 : j r •� " 1
40
_....... >> - ' ► I, r perforated pvc a or SB2''. 1
1 4
' �' 4" perforated pvc pipe. 1 % 1 ► �� = �` Invert Elev = 7544♦; ;
O J./ / �. Invert Elev = 7542
J.
A =
59'2'29"
R =
210.00'
T =
.118.91,
L =
216.40'
CB=
N 25*1247" E
C =
206.95'
4" solid pvc�, ♦` ils
' $ ' /
1 `90
, 5 1500 gallon septic tank *� `� . ``
Inv. In: 7544.75 / } `
.................... -• / : 1
- 1
_ - 1 Inv. Out: 7544.5
4. Solid PVC 0
/560
Rp
/ ..................... •
UN
- - -LTI
o '
...... `` / 1
/ o =
o In
0A
j
T
U1
O
Cct
C,+
J
N
00
_
I
-7570 _ P_
• ` ' F/ LAND SURVE
� _- GRAPHIC SCALE
20 0 10 20 +0Do
o :
( IN FEET }
Q : 1 inch = 20 it. � i
O
O'
J EQ
P� r. 8 - Z 2 - ?O
f -
i
=Provide A
`Minimum _20" Diameter-
Inspection
-
I _
Port., Epr
Each -Compartment
20 IN
-41
-1.INLET.-
PIPE
F
�
-
-
_
-
IOn MIN.
(See Notes i
INLET,
TEE °T F
OUTLET TEE`
MIN.
-
- -
-
3"� MIN
- _
5` MIN.
_
OUTLET PIPE
_
to"MIN.
(See Nofesy
-
_
a
=
-
TRANSFER
PIPE
- i• -
-
60„
Maximum
-
-
_
Liquid _Depth _ --
Minimum
-
Liquid Depth
k
FIRST COMPARTMENT
30,E
-
SECOND
CO
PARTMENT
—
s
.
f
SEPTIC TANK
DETAIL -
(FIGURE
N.T.S.
F
-
k
t
_
F
-_
SEPTIC
k
SYSTEM
NOTES
-- -
Septic Tank.
1. .Inlet
invert shall be
at least 3 inches
higher than
the outlet
: invert.
--
;
M
=2. Outlet tee or baffle shall extend -above the surface of the 1 qa d T
- extend at - ` - - --- g
to within 1 _ of the underside of the tank _top and shall r-
least 14" below the outlet invert.
3.- The distance --from the outlet invert to the underside of,thetank
top shall be -at -least '10".' - i -
k
4. Liquid depth shall be a minimum of 30" and the maximum depth
shall not exceed the tanklengthor.60", whichever is less.
r ` 5. The transfer -of liquid from the first Zcompa-#.zaetgyth second
or successive compartment shall be made at a liquid depth of at least
14"-below the outlet invert but not in the sludge zone.
6. At:lesat one access no less than_20" across shall be provided in
each compartment of a tank. f
7. The opening cover of a septic ;tank manhole, inspection port, or
sampling access port shall be no deeper than 8" below the finished
- grade. --
8. `Cast-iron pipe or pipe meeting ASTM standard 3034 properly
3 supported to prevent failure by settling shall extend from the septic
tank for a distance of at least five (5) feet from the inlet -and
outlet ends.
9.'_ Septic tank will be designed to withstand AASHTO H-20 axle loads,
- or barriers will.be installed to exclude vehicle traffic from the
tank site. f.
= 10. Septic -tank will be designed. to
withstand 5 feet of saturated
overburden. _-
SB2 Soil --Absorption System
1.' Recommended trench width is 18-24
2. Recommended trench depth is.30-36" to allow for two feet of
native soil backfill. No gravel is required. The trench must be
deep enough. -to insure that the flow line of the septic tank is at
least 1"°above the top of the SB2 pipe.
3. Trench length& should not exceed the maximum allowable lengths
for conventional gravel systems. `The trench bottom should be lave[
with a --maximum, slope of 1" per_100 lineal feet. _