HomeMy WebLinkAbout391 Green Meadow Dr - 239122304003 - 153595ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION "--%
P.O. Box 179 - 500 Broadway - Eagle, Colorado 81631 t9 q
Telephone: 328-8755
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1535
Please call for final inspection before covering any portion of installed system.
OWNER:-M.K. & M.J. Boq:RS PHONE: (970)920-2112
MAILINGADDRESS: P.O. BOX 4333 city: Aspen State: CO zip: 81612
APPLICANT: same PHONE: (970) 920-21-3
2--
SYSTEMLOCATION:391 Green Mtn. Dr Basalt CO TAX PARCEL NUMBER: 2391-223-04-003
LICENSED INSTALLER: Aspen Digger, Jinx Stone LICENSENO: 51-95
DESIGN ENGINEER OF SYSTEM: High Country Engineer, Inc
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 854 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install as per engineer's design dated 10/9/95
f October 12 ENVIRONMENTAL HEALTH APPROVAL: q y DATE: _LL& 1995
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 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: 854 SQUAREFEET. via 24 infiltrators as per design
INSTALLED SEPTIC TANK: jD QO GALLON- DEGREES- FEET FROM see site plan
SEPTIC TANK ACCESS TO WITHIN 8"OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY x YES NO
COMPLIANCE WITH COUNTY! STATE REQUIREMENTS: X YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS: Engineer final certificationreceived 9-30-96 ENVIRONMENTAL HEALTH APPROVAL: t(24/,( 0-- _tt DATED rtnhor 9. 1996
ENVIRONMENTAL HEALTH APPROVAL: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
APPLICANT/ AGENT: OWNER:
PrAUIT PPr Pppnni ATInN TF.9T PrP RPr.PIPT* rwpr.K
APPLICATIONNumber:
ENVIRONMENTAL HEALTH
4-� �-~
' P. 0. 8OX.l79 �x y7���� /~'./��-/�
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EAGLE,
- COLORADO 81631 /���_^ /-�'wp'"°/ '
3823 ��S�lt
949-6257 Vail 328-73I1 Eagle 927 _ -
. | PERCOLATION TEST FEE SI25,00
PERMIT APPLICATION FEE �l5O.0O ' / '
NAME OF OWNER:
MAILING ADDRESS:
NAME OF APPLICANT (If different from owner):
PHONE: 2132
------� �o
DESIGN ENGINEER OF SYSTEM (If applicable): Hig
_
ADDRESS: CO NE
PERSON RESPONSIBLE FOR INSTALL ION OF SYSTEM'
LICENSED IN ,o
PHONE:
ADDRESS:
PERMIT APPLICATION IS FOR: x) NEW INSTALLATION ALTERATION REPAIR
LOCATION OF PKj0:6:s::E=Dj�NDIVIDuAL SEWI��E
Physical Address: 391 Green Meadow Drive, agle, County
Parcel Number: Lot Size: t 2.94 ac
Legal Description: Lot 12 of Aspen mountain View Estates
BUILDING OR SERVICE TYPE (Check applicable category):
X) K�Tiidential - Single Family Commercial (Type)
Residential - Duplex
NUMBER OF PERSONS:
WASTE TYPES Check a 11- (c—,a b_1 -ee -c-a Te —aa o-r-i-e 7s: x) Dwelling
L79-ICommercial or Institutional
Non -Domestic Wastes ) Transient Use
Garbage Disposal ) Dishwasher
Automatic Washer ) Spa Tub
Other (Specify): L SYSTEM PROPOSED:
TYPE OF INDIVIDUAL SEWAGE DISPOS �o_sting Toilet ( Incineration Toilet
ptic Tank
Vault Privy Greywater ( Chemical Toilet
Pit Privy Aeration Plant ( Recycling, Portable Use
Other ( Recycling, Other Use
WILL EFFLUENT BE DISCHARGED DIRECTLY I TO WATERS OF THE STATE: ( ) YES (x NO
is SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: (x ) YES ( NO
WATER CONSERVATION PLAN: ( ) YES (x 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 OT all wells within 200 feet of system:
if supplied by community water, give name of supplier: Aspen Mountain View Estates
INFORMATI
BELOW To BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER:
CONDITIONS:
GROUND Percent ground slope
Depth to Groundwater table areater than 8'
SOIL PERCOLATION TEST RESULTS: 40 Minutes p inch in Hole #1
20 Minutes per inch in Hole #2
3 _0 Minutes per inch in Hole #3
Depth to Bedrock (Per 8' p,ofile hole)
FINAL DISPOSAL
Absorption rench, Bed Or Pit
�� Above Ground Dispersal
Under Ground. Dispers�!
- ) other�.''
- ' - RECEIPT NUMBERAMOUNT PAID:
Evapotranspiration
Sand Filter
Wastewater Pond
�
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION_
REMITTANCE PAYABLE TO: x "EAGLE COUNTY TREASURER".
MAKE ALL �� , ^
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t ' Health Dept. ReY
/E�V�rU�V8� �| �d �� ' ' ' , - 4/88\
Community Development Department
(970)328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
Date: October 19, 1995
TO: Aspen Digger
FROM: Environmental Health Division
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Issuance of Individual Sewage Disposal System
Permit No. 1535-95 Tax Parcel #2391-223-04-003.
Property Location: 391 Green Mountain Dr., Basalt,
CO. Bogga residence.
Enclosed is your ISDS Permit No. 1535-95. 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.
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.
Permits issued before November 15, 1995 must be completed by
December 1, 1995.
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.
If you have any questions, please feel free to contact the
Environmental Health Division at 328-8755.
cc: files
High Country Engineering, Inc.
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
October 2, 1996
Michael John & Mary Kay Boggs
P.O. Box 4333
Aspen, CO 81612
RE: Final of ISDS Permit No. 1535-96, Tax Parcel #2391-223-04-003.
Property location: 391 Green Mountain Drive, Basalt, CO.
Dear Mr. & Mrs. Boggs:
Eagle County Buildinc
P.O. Box 179
500 Eroadw:ay
Eagle, Colorado 81631-0179
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 328-8755.
Sincerely,
J4 q)
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL:Information Brochure
Final ISDS Permit
cc: files
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
December 12, 1995
Dear Applicant,
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
The Environmental Health Division would like to notify you to
make a formal request to extend your Individual Sewage Disposal
System(ISDS) Permit #��5-cj5into the 1996 construction year. The
Environmental Health Division discontinued percolation tests on
November 15, 1995 and final inspections on December 2, 1995 due
to climatic conditions.
ISDS permits are active for 120 days after the date of issue if
no Building Permit has been issued for the same property. If a
Building Permit has been issued for the same property the ISDS
will expire at the same time as the building permit.
If you still plan to apply for a Building Permit this year or in
the early months of 1996 you will need to have a percolation test
conducted before your Building Permit will be released. You will
have to contact a Registered Professional Engineering(RPE) firm
to conduct your percolation test.
If you have had your permit issued and have not had your final
inspection completed, but plan on constructing the system in the
next few weeks, please give our office a call and we will
evaluate your permit on a case by case situation.
Please give the Environmental Health office a call at 328-8755,
if you have any questions regarding your permit extension
process.
cc: ISDS Permit
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GRAPHIC SCALE
IN FEET
I inch = 20 ft.
PROPERTY LINE, TYP.
UTILITY EASEMENT
10' TYP.
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NATURAL GROUND -
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VICINITY A
SECTION 22, T. / S , R.87`WN
LECN QUADRANGLE
SCALE "=2000`
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY
REGULATIONS. OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH
ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE
ao
DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH
SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED
REGULATIONS,
2, 3 BEDROOMS
450 GALLONS/DAY AVERAGE
675 GALLONS/DAY MAXIMUM
di
x
1000 GALLON SEPTIC TANK MIN. (1250 GALLON RECOMMENDED)
ABSORPTION AREA REQUIRED 854 SF
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CAN REDUCE BY 50% FOR INFILTRATOR UNITS IN TRENCHES
854 X 0.5 = 427 SF —
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427 2 SF PER UNIT = 24 UNIT'
MUM
MINiiAUM 24 INFiLTR T U QUiRED
3. CLEA S ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100
FE , ALONG THEHOUSE SEWER.
4. HE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL,
COMPONENTS OF THIS SYSTEM PRIOR TO THE ABSORPTION AREA WATER
TIGHT TO PREVENT I NF I LTRATION.
TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW
I(fLANDSCAPING.
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6. NSTAIt RISERS AS NECESSARY TO BRING ALL ACCESS POINTS To
WITHIN ONE-HALF FOOT OF FINAL GRADE,
LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
-3 1I
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I V1 j''I"YLt`I�CYS
8
_ PROV I I)f POS i T I VE DRAINAGE OF SURFACE WATER AWAY FROM LEACH FIELD
_.
AREA, USING. DRAINAGE SWALES AS NECESSARY_
al� y�fi�LIY
9, PERC RATE OF 40 MIN/IN BASED ON TEST BY HEPWORTH -- PAWLAK
itV1.1��
GEOTEc;HNICAL, INC, SEPTEMBER 19, '1995 (JOB # 195 391).
10, SITE PLAN AND TOPOGRAPHY FROM PLANS SUPPLIED BY
M., & M.K. BOGGS, (NO DATE OR JOB).
1
11. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT, PERMIT MUST BE
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OBTAINED F ROM APPRCFR I A E T Y OR COUNT OFFICIALS.
; 2 THtS S TFM c Z = Y, C s D ST r WASTE Yt BACKWASH
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ERSE 4aSMC S , S , v� T S OR YEA ER SOFT _NER'$
fN
13 ' T#`fE DISTRIBUTION BOX SHALL BE SET ON EITHER UNDISTURBED NATIVE
SOIL, OR FILL MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY,
OR A 4" THICK CONCRETE PAD AT LEAST ONE FOOT LARGER iN ALL
TIONS THAN THE DISTR BUTTON BOY-
4_ C 5N LNGINEER MUST OBSERVE THE CONSTRUCTION AND PLACEMENT OF
NATURAL BA KFt'tL
; em s_ "_',vP,NENTS OF iTHE ,SDP SYSTEM BEFORE BACKFiLLING,
REMOVABLE CAP
i2r M6N. CQYtR:
l
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CUT HOLE IN TOP OF INFILTRATOR UNIT
FOR INSTALLATION OF INSPECTION WELL
SOv"i) PIPE
PIPE
COUPLING
�`------ PERFORATED PIPE
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i INFILTRATOR UNIT
6
--- AP BOTTOM
4h C FOR SUPPORT
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-SECTION
INSPECTION, WELL DETAIL.
N.T.S.
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ONSTALL AT END CAE EACH TRENCH)
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PROJECT NO.
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OF
Apr-11-03 06:48am From -Eagle County Clerk El Jebel 9709632396 T-739 P.02/02 F-325
April 10, 2003
John Plano via. floc: 704-2790
Eagle County Building Department
0020 We County Dr.
El .label, CO 81623
Re: Boggs YSDS
HCE Project No. 95004.29
Dear John:
The purpose of this letter is to discuss the Saniplus macerating/pump system as it affects the
Boggs individual sewage disposal system located at 0391 Green Mountain Drive, Eagle
County, Colorado. Based on my understanding of the Saniplus system, waste and organic
waste matter are reduced- to slurry and pumped up from the-basemont area to the existing
septic system, The result is the addition of suspended solids into the 'existing septic tank.
High Country Engineering, Inc, accepts the use of the Sarriplus system provided that an
effluent filter be installed in the septic tank outlet riser and that the system demand not
exceed the original conditions of the design for a three (3) bedroom residence.
If you have any questions or comments, please feel free to contact we at (970) 945-8676.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Dcric J. Walter, P.E.
Project Manager
CC: John Boggs via fax; 963.9469
1517 Platte AYenuc. We 101
APR-11-2003 FRI 07:44AM ID:EAGLE COUNTY ENV HEALTH PAGE:2
June 26, 2003
John Plano via fax: 704-2780
Eagle County Building Department
0020 Eagle County Dr.
El Jebel, CO 81623
Re: Boggs ISDS
HCE Project No. 95004.29
Dear John:
On June 17, 2003, High Country Engineering (HCE) personnel inspected the installation of
the Saniplus pump system at the Boggs residence located at 0391 Green Mountain Drive,
Eagle County, Colorado. As stated in a letter dated April 10, 2003 from this office, HCE
would accept the use of the Saniplus system provided that an effluent filter was installed in
the septic tank outlet riser. The attached pictures of the Saniplus System and the added
effluent filter meet HCE's requirements, and the system is therefore accepted by HCE. The
client demonstrated to the inspector that the system functioned by flushing the toilet and
running water in the bathroom sink and the bathtub.
If you have any questions or comments, please feel free to contact me at (970) 945-8676.
Sincerely,
HIGH COUNTRY ENGINEERIN
Roger Neal, P.E.
Project Manager';
CC: John Boggs via fax: 963-8469
RDN/erw
1517 Blake Avenue, Suite 101 14 Inverness Drive East Suite D-136
Glenwood Springs, CO 81601 Englewood, CO 80112
Telephone (970) 945-8676 - Fax (970) 945-2555 Telephone (303) 925-0544 - Fax (303) 925-0547
FR0M : SUHSET CONSTRUCTIO1.11 PHONE 110. : +323 920 2132 Oct, 04 1995 08:30AM P01
FROM : SUNSET CONSTRUCTION PHONE HO. : +3031 920 21312 Oct. 04 1995 08:31HM P02
Pit I ?it:. 2 P.-ofile Pit.
Eiev.=1281 1161 Elev,=11181
A%
-200=111 14)
-P
10
LEGEND -
TOPSOIL; organic silty clay, slightly sandy, scattered gravel, medium stiff,
dry, dark brown,
GRAVEL (GM -GP); silty, sandy, with cabbies, scattered boulders to 4 feet
in size, dense to very dense, dry, white. Caliche and basalt fragments.
1 Disturbed Bulk Sample,
TEffective backhoe refusal.
Z
I. Exploratory pits were exoavated on August 28, 1996 with a Case 580K rubber
tire4! bvo�4,oe.
2. Locations of exploratory pits were measured approximately by pacing from
features shown on the site plan provided.
3. Elevations of exploratory pits were obtained by interpolation between contours
on the site plan provided. Logs of exploratory pits are drawn to depth.
4, The exploratory pit locations and elevations sliould be considered accurate only
to the degree implied by the method used.
5. The lines between materials shown on the exploratory pit logs represent the
approximate boundaries between material types and transitions may be gradual.
6. No free water was encountered in the pits at the time of excavating.
Fluctuations in water level may occur with time,
7. Laboratory Testing Results:
+ 4 - Percent retained on No. 4 slave
-200 = Percent passing No. 200 sieve'
196391 HEIPWORTH- PAWLAK Logs of Exploratory Pits Fig. 2
1 GEOTECHNICAL, Inc. I
. . . . . . . . . . . . .
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GRAOATION TEST RESULTS
':Od WUTE:80 S66T t7O -72T� OE6 202+ : 'ON BNCHd �iomnusNoD 13sNns : wod-i
FROM : SUNSET COH6TRUCT I Cal PHONE NO. : +303 920 2132 Oct;. 04 1995 09:32AM PO4
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TABLE I
PERCOLATION TEST RESULTS JOB NO, 195 391
HOLE DEPTH
(INCHES)
463/4
LENGTH OF
INTERVAL
(MIN)
20
10
refill
WATER DEPTH WATER DEPTH
AT START OF AT END OF
INTERVAL INTERVAL
(INCHES) (INCHES)
9 8.3/4
DROP IN
WATER
LEVEL
YNCHESLI.,.-
1/4
AVERAGE
PERCOLATION
RATE
(MINJINCH)
40
83/4 8114
1/2
81/4 73/4
112
7314 .7
314
7 8314
1/4
91/4 9
1
9
9 8314
114
8314 0112
1/4
481/2
46
20
10
refill
20
10
refill
161/2 14
21/2
20
20
14 12-
2
12 10 314
1 114
10 3/4 9112
1 1/4
91/2 8314
3/4
83/4 1114
'tit
10314 10114
112
101/4 9112
3/4
91/2 9
11 9314
1/2
1 1/4
9314 8314
1
83/4 a
3/4
8 71/4
314
7114 7
1/4
7 63/4
114
11 114 10314
112
10 3/4 10112
1/4
10112 10
1/2
Note: PercolatiDn holes were hand dug And soaked on August 28 and tho tests run on August 29, 1995,
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