HomeMy WebLinkAbout1207 Hooks Spur Rd - 246503200010INDIVIDUAL 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. 2075-01 BP NO. 13571
OWNER: DEAN CAIN PHONE: 310-244-6996
MAILING ADDRESS: 10202 WEST WASHINGTON BLVD., LEAN BUILDING, SUITE 114, CULVER CITY CA 90232
APPLICANT: JIM COLOMBO PHONE: 970-925-7806
SYSTEM LOCATION: 1087 HOOKS SPUR RD., EMMA CO., 81621 TAX PARCEL NO. 2465-032-00-010
LICENSED INSTALLER: DREAGER EXCAVATING LICENSE NO. 24-01 PHONE: 970-927-3431
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 CARETAKER UNIT
2000 GALLON SEPTIC TANK, AND A 1000 GALLON DOSING TANK THAT DELIVERS 250 GALLONS PER DOSE 5-6 TIMES PER DAY 2195 SQUARE FEET
OF ABSORPTION AREA CREDIT, VIA A RAISED MOUND SYSTEM, AS PER ENGINEER'S DESIGN REVISIONS DATED 7/10/01
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS AND DO
NOT INSTALL IN WET WEATHER. USE PVC SCHEDULE 40 PIPE OR DOUBLE ENCASE THE EFFLUENT LINE THAT RUNS UNDER THE ROADWAY AND
PLACE CLEANOUTS EVERY 100 FEET ALONG THE RUN TO THE LEACH FIELD. FENCE OFF THE LEACH FIELD AREA TO PREVENT LIVESTOCK AND
WILD LIFE FROM GRAZING OVER IT. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION
PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION THE BUILDING
CERTIFICATE OF OCCUPANCY WILL N T ED U HE IC SYSTEM HAS BEEN INSPECTED AND APPROVED.
ENVIRONMENTAL HEALTH APPROVAL: DATE: JULY 20, 2001
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: 2195 SQUARE FEET (VIA SAND MOUND AS PER ENGINEER'S DESIGN )
INSTALLED SEPTICTANK:2-1000 GALLONS IS LOCATED DEGREES AND FEET INCHES
FROM SEE ENGINEER'S AS —BUILT DRAWING FOR SYSTEM COMPONENT LOCATIONS.
INSTALLED DOSINGTANK: 1250 GALLONS IS LOCATED DEGREES AND FEET INCHES
FROM SEE AS —BUILT DRAWING FOR COMPONENT LOCATIONS
COMMENTS: THE FINAL INSPECTION WAS DONE BY WILLIAM CARLSON OF EAGLE COUNTY ENV. HEALTH AND THE
DESIGN ENGINEER ON 10-12-01 THE ENGINEER'S FINAT CERTTFTCATTON AND AS— 1IT T DRAWTNG WFRF
RECEIVED ON 10-30-01. THIS SYSTEM IS LARGE ENOUGH FOR A 4 BEDROOM RESIDENCE
ANY ITEM NOT MEETING REQUIREMENTS WILL,& + COI R C BE DRL PPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROV UGUST 15 2002
Sep-2T-99 03:35pm From -Eagle County Clerk El Jebel
(Sipe loan MOST De ttaCAGG) .
9709632396 T-316 P.02/10 F-011
ISDS Permit #
Building Permit #
AppbaC&Tj0V P= IMMDUAL 88nGB DISPOSAL SYSTEK P>UIT
OMRON14MAL HEALTH OFFICE • - EAGLE COUNTY
P. O• Box 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
# PEWIT APPLICATION FEE-§A•s-00 PERCOLATION TEST FEE $200.00
* MAKE ALL RMTTANCE PAYABLE 'rO "EAGLE COUNTY TREASURER"
PROPERTY OWNER: DEAN CA
XAIL11RG ADDRESS; 10202 w
APPLICANT/ CONTACT' PERSON:
LIC=4SED SYSTEMS CONTRACrT
t:
COMPANY/DBA: 1',111�iVVIJ -1 `�►'�e
PHONE • n • :0.
;
PIT APPLICATION IS FOR: (x) NEW INSTALLATION ( ) ALTERATION ( ) IWAIR
LOCATION OF PROPOSED YNDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: SEE ATT'ACHF. SHFE_j'
Tax Parcel Number-. Lot U - D iD Lot Size: 35.001 acres
Physical Address: 1087
C "-A-
BUILDING TYPE:. (Check applicable category)
{x)•Residential/Single Family Number of Bedrooms
{.) Resfdential/Multi-Family* Number of Bedrooms
() Colsmercial/industrial* Type
TYPE OF WATER SUPPLY: (Check applicable category)
(x) well. ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These syste design by a Registered Professional Engineer
SIGNATURE: Date:
#+�k�kir�r*dtabile•kf#**tdtsr,k�,�r9e***ie,k*�e*1t*rrvk*,t*�t#yr*k,k*•tr•�#�+�c5k#�si•,k��SLOr *s�r�r k*sk4yts��rir�c
AMOUNT PAID: RECEIPT #: DATE: f l
CHECK CASHIER: �
S
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX (970) 328-8788
TDD: (970) 328-8797
TOLL FREE: 800-225-8136
www.eagle-county.com
EAGLE COUNTY, COLORADO
August 14, 2002
Dean Cain
1020 West Washington Blvd., Suite 114
Culver City, CO 90232
Raymond P. Merry, REHS
Director
RE: Final of ISDS Permit #2075-01, Tax Parcel #2465-032-00-010. Property
location: 1208 Hooks Spur Rd., caretaker unit, Emma, CO.
Dear Mr. Cain:
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
Eagle County Environmental Health Department
ENCL: Informational Brochure
Final ISDS Permit
cc: files
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
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
Date: July 20, 2001
TO: Dreager Excavating
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.2075-01. Tax Parcel
# 2465-032-00-010. Property Location: 1087 Hooks Spur Rd., Emma, CO., Cain
caretaker unit.
Enclosed is your ISDS Permit No. 2075-01 and a field copy of the engineer design stipulated on
the permit. It is valid for 120 days, or for the duration of your current building permit for this
property. 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 Environmental Health
must also view the installation prior to back filling. Please call well in advance for your
final inspection. Your TCO will not be issued until our office receives this certification
from the engineer, and views the installation.
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
High Country Engineering, Roger Neal
October 30, 2001
Bill Carlson
Environmental Health Specialists
P.O. Box 179
500 Broadway
Eagle, Colorado 81631
RE: Cain Residence Caretaker Unit ISDS, Eagle County
HCE Project Number 99004.25
Dear Bill:
The final site inspection and project review was completed at the Cain Residence October 12,
2001. Bill Carlson, R.E.H.S. for Eagle County and Matthew Taylor, Field Engineer for High
Country Engineering Inc. (HCE) met on site the morning of the October 12. An agreement that
the system is watertight and will function per the design concludes the design, inspection, and
final acceptance for the Cain Residence Caretaker Unit ISDS.
Please find for your review, the Record Drawing for this project. The Record Drawing will
include any changes made in the installation process for the ISDS pertaining to the Cain
Residence Caretaker Unit.
Thank you for your time and review. High Country Engineering Inc. looks forward to working
with Eagle County in the near future.
Sincerely,
HIGH COUNTRY ENGINEERING
Roger Neal ; s
Principal
RDN/cmt
Enc.
cc: Jim Columbo
I IL[s]
1517 BLAKE AVENUE, SUITE 101, GLENWOOD SPRINGS, COLORADO 81601
Telephone (970) 945-8676 X Fax (970) 945-2555
October 12, 2001
Bill Carlson
Environmental Health Specialists
P.O. Box 179
500 Broadway
Eagle, Colorado 81631
RE: Cain Residence Caretaker Unit ISDS
HCE Project Number 99004.25
Dear Bill:
The Installation of the Individual Sewage System was completed Tuesday August 14, 2001, High Country
Engineering Inc. was on site monitoring project completion and site inspection.The design for this system includes a
1250 Gallon and (2) 1000 Gallon Septic and Dosing Tanks with infiltrators in a bed configuration.
Eagle County Representative, Bill Carlson, Glen Draeger from Draeger Excavating and Matthew Taylor with High
Country Engineering was present on Wednesday August 22, 2001 for discussion and acceptance of the Caretaker
Unit ISDS.
Concerns for the system include a high water table, submerged tanks, and tank flotation
All tanks are anchored properly. Anchors exceeded 1 c.y. concrete on both sides of the 1250 and 1000 Gal tanks.
Bitchathane and roof tar is applied at all seams and connections. The tar application is heavy and the inside seams
and walls are double grouted.
After one week, a second inspection was performed. A small drip was noticed every three minutes. Eagle County
Health was concerned about the submerged system and High Country Engineering Inc. met on site to discuss the
situation shortly there after. High Country Engineering Inc. and Glen Draeger concluded that the tanks be sealed
again and be cased in concrete. This solution will provide for more anchorage and also allow this system to be
watertight.
Per conversation with Bill Carlson, we have discussed that this solution must be adequate and not allow for any
leakage. After close monitoring consisting of two additional site visits the week of August 27, High Country
Engineering Inc. has concluded this is an efficient means for watertight tanks. No further drips in any tanks and all
corners of the tanks were checked for level.
Eagle County Representative, Bill Carlson and High Country Engineering Inc., Field Engineer will be on site Friday
October 12, 2001 for a final walk thru and acceptance of the Cain Residence Caretaker Unit ISDS.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Matthew Taylor
Field Engineer
1517 BLAKE AVE, SUITE 101, GLENWOOD SPRINGS, COLORADO 81601
Telephone (970) 945-8676 X Fax (970) 945-2555
APPROXIMATE SCALE
1 " = 200'
PROFILE o
PIT 1
=z
P 3 ` •• o
P 1 P 2 % 100 YEAR
FLOOD LINE 73
1 m
PROPOSED PROFILE
LEACHFIELD PIT 2
P 6
P 4 P 5
`LA (TYPICAL)\ y�\�� • ' • ��
RAILRO,
POND
PROPERTY.
�Q BOUNDARY
'90
198 509-1 1 GEOTECHNICAL,WINC. PERCOIA TION PTEST ROFI HEOP SS AND I Fig. 1
TEL:30-0 480 1020
P 002
AOG. -05' 99 (THU) 10: 30 WRIGHT WATER
08i0519 THU, 00:41 FAX 103 7820390
CDPHE/WQCD
—T— A -T—T— C
17
Bill C�•-ear, Gv:rnor -
)arm E. Norton. Execuv.= Oaeaor
Dedicamd to protecting and improving the haAkh and environment of the people of Colorado
4300 Cherry Crock Dr. 5. laboratory and Radiailor, Services Division
Denver, LOloraoo 60246-1S30 ni uu iaw+y pivo.
Pfione ra43t 692-70M . Denver CCI 80Z20-692a
Located in Glendale, Colorado (303) 692 3090
h ttA:/�wxhV.�fiDlle3 ra�.M.4F
August 3. 1999
Mr. O@an Cain
clo John Goodman, Esquire
Ora—er HMO
Beaver Creek CO 81620
Re: Section dG1 water Quality i ertincaiion
Permit No. 180475207
Colo, Cat No, 2790
Dear Mr_ Cain:
Z ^U.,
r �vL iv�Dv
F
`raga.
CdoraAo Deputment
Of Publicriahft
and environment
The grater 0 uafty, Conso! nivielor,. h_s renewed the feria, al!lce!tse or perm!! ip Saaticn. p.'"->,Ft no::., or ct."•er
information submitted related to cer"cAtion for the activity described below. F rovided the plans of opeera on in in
the submitted information are folowed and the attached General Conditions (Where applicable) are compiled vAth, the -
Dlvmion is reasonably assured that Sections 301. 302. 303, 306 and 307 of the Clean Water Act and applicable sections
of ltrry GuiOtado %isief t"2lJniinr Cofi'uv! Acz vtitii rtui ves'viGiaied oy this aCtir�y. I
An antidegradation review has a" been completed as required by the Basic §tandards and Mathodoloq_ies for Surface
Water effective July 31, 1088. This review showed that only temporary Chang�a t0 water quality would occur as a resultor this project Thus this project to t artfied as designed with the attached Got�erat and SpeC+al Conditions (where
Description: Discharge fill material in wetlands to construct a driveway
applicant plans to build a house• a caretaker residence at
Location: Section, 2, TSS. R87W, Cg^� Ccun j.-of.—ad0.
tl�
Watercourse: Wetlands adjacent to the Roaring Fork River.
This cer6crioon does not constitute a reGnqutahment of the Water Quality C
�•�••- •.da uavrvV�-•vvrtrnw•v�0lty ,iHaNGyuc�u anti, gyVr3 u•ai
local, state or federal regulations.
Sin rely -- �
own rrow
Hrofessione! Engineer
WA cR.QUAL:,TY CON T ROi_ DIVISION
Attachment
Cc: Corps of Engineem, Sacramento District - Sacramento
Co+pn of Engineers,. Sacramento District - Grand Junction
Northwest Colorado COURcil of Government_ - ATTN: Robert Ray
JkLQubrpo, OF- - Steamboat Springs
ass to an upland area on which the
horse barn.
)t 0IV18iOn'8 authOf ty 36 delineated In
rioi Nti -tit K luf ti or - ", ririy Other
r. Ulf u
402
FAX TRANSMITTAL FORM
BATE: i
iHEPWORTH - PAWLAK GEOTECHNICAL, INC.
5020 County Road 154
Glenwood Springs, Colorado 51601
Phone: 970-945.7988
Fax: 970-945-8454
e-mail: hpgeo(Dhpgeotech.com
PROJECT NO.:
TO: (I , FAX NO:
FROM i-.-Y\j
(Number of Pages:
(including this page)
MESSAGE -
The original of this transmittal will be sent by:
Ordinary Mail ' Overnight 'im
Fax Only 'a Other `"
-'- 3
The information contained in this facsimile message is confidential and intended for the safe use of the
individual named above. If you are not the intended recipient, received this communication in error, or if
problems occur with transmission, please notify us at 970-945-7988,
Sent By:
rn •� .ie cc.e�l iJ` JV n-r u�v ��.n r-. UZrvi.>
f• Hepworth-Pawiak Geotechnical.Inc.
5020 County Road 154
of*tech PhGlenwoodSlayings, Colorado Slbtil
Phone:
e: 97970-94a-791I8
Fax:974-945-9454
October 12, 1999 hpgeo@hpreotech.com
Chris Cain
c/o Colombo International, Inc.
Attn: Jim Colombo
550 B Cooper Street, Suite 205
Aspen, Colorado 81611 Job No. 198 509.1
Subject: Percolation Test results, Proposed Septic Disposal Systems, Rock Bottom
Ranch, Hooks Spur Road, Near Basalt, Eagle County, Colorado.
Gentlemen:
As requested by Deric Walter of High Country Engineering, we have conducted
percolation testing to evaluate the feasibility of.infiltration septic disposal systems_ at the
subject site- The work was bone in accordance with our agreement for professional
services to you dated September 13, 1999. Hepworth-Pawlak Geotechnical, Inc.
previously conducted a preliminary geotechnical study and a subsoil study for the
proposed residence and presented our findings in reports dated August 12, 1998 and
September 30, 1998, Job Nds. 198 509 and 198 509-1, respectively.
A profile pit and three shallow backhoe pits Were excavated in each of the two proposed
Mach field areas on September 29, 1999 at the locations shown on Fig. 1. Percolation test
boles were hand dug (about I foot deep by 1 foot in diameter) at the bottom of the
shallow backhoe pits and soaped one day prior to testing. The soils exposed in the
percolation holes and profile pits consisted of about I foot of topsoil overlying slightly
silty sandy gravel with cobbles to the profile pit depths of 8 feet_ About 3 feet of silty to
clayey sand was encountered between the topsoil and gravel in Profile Pit 1.
Groundwater was encountered at depths of 3 and 31/2 feet in Profile Pit I and 2,
respectively.
Percolation tests were performed. on. September 3Q, 1999 by a representative of
Hepworth.-Pawlak Geoteehnical, Inc. The percolation tests in the northern field could not
be conducted due to the holes being submerged with water. The percolation test results
for the southern field are summarized in Table I. The percolation test results indicate an
r- . Vj-)/ U-)
Chris Cain
October 12, 1999
Page 2
infiltration rate of between 7 and 13 inches per inch with an average of 9 minutes per
inch. Based on the subsurface conditions, primarily the shallow groundwater, a civil
engineer should be engaged to design the infiltration septic disposal systems.
If you have any questions or if we can be of further assistance, please call our office.
Sincerely,
HEPWORTH-PAWl.4JGEOTF,CI-LNICAL, INC.
Jordy amrP.Y
Rev By, DEH 2 ti
2- -4
JZA/sd %
attachments
MAL
cc: High Country Engineering - Mtn, Deric Walter
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS JOB NO.198 509-1
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER
DEPTH AT
END OF
INTERVAL
INCHES
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
. RATE
(MINANCH)
P-4
26
5
8 1/2
6 1/2
2
7
6 112
5 112
1
5 1/2
4 1/2
1
4 1/2
3 112
1
3 112
2 3/4
3/4
2 3/4
2
314
P-5
27
5
9
81/4
3/4
13
8 1/4
7 3/4
1/2
7 3/4
7
3/4
7
6 112
112
6 1/2
6
1/2
6
5 518
318
5 5/8
5 1/4
3/8
P-6
33
5
11 3/4
10 314
1
7
10 3/4
9 3/4
1
9 314
9
314
9
8
1
8
7 114
314
7 1/4
6 3/8
718
6 318
5 314
518
NOTE: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on September 29, 1999. Percolation tests
were conducted on September 30, 1999. The average percolation rate is based on the last two readings of each test.
2075-01 Tax aAE2465-032-00-010
JOB NAMlE. Hooks Spur Rd CAIN
Emma CARETAKER UNIT
JOB NO.
4
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(90-q
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BILL TO
DATE TARTED
DATE COMPLETED
DATE BILLED
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_ - _ - _ ULTURAL SHED � - ■ EXPECTED GROUN w �. - - o
D ATER 1
_; _ - TABLE ABOVE FLOOR F T-_ - - w W
- - _ - - 0 ANK. r -__
- S - - - o = - 4" x 4 x 4" �-
- r TES T PIT = - - - - - _ - _ - - - _ _ - - - - t.` - - - -
4 J
. _ w
T � _
- - - ON _ �
- L SA �_
0
PVC - - -
- C Pt-
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- - _ , tr Li
- - _ _N 1 _ a cn
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- t ASSEMBLY
- - - - = B -
i.
- _ = --z = €- - _ - ANK ANCHORAGE DET :_ . I
___ _ X Z Z
- - - - - - - - _ _ _ _ _ _ �_- _ - - \ = _ SEWER AILK--f�__ z w _ " -
_ CLEAN OUT N M - W
- - - - _ o DETAI - �__. I _
- - - - _ - - - - _ - - - - - - - - i -- -
_ _ .. _ __
- a - __ - _ - - _ - - - - =�_ . % - - - - - - -
- - _� - - -
- - - - . Li
- - , -s {
_ _ 'P•
_ ��
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- - - EW - T --
- H �- -
- j�-
_ - - RU
- K � �- _ F - _ = y o U
- - - _ - - - `' - _ - f - _ _ - �_ - 4 - Z
- - - - - - -- - - - - I - _ -
- - - -- { - - f� •WI
--- - - i1 - - _ - - - ".
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- - -
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OS1NG A 3
to / ,c�
- , - - , ___ - A - - - _ - - I c�� Z/,
tNSULATE0T2 _ SCHEOUL _ - - i oo` C� O Z
-. L _7 - - -- _ _ -
- 40 PVG FROM _DOSING - = = I
_ _ o - - O _I -
- = = TANK T _ - -_ _ _ ��'� - STEM SPECIFICATIONS - STY MAP -
- SEPTIG FIELE D_ - = - - .6 - - _ o MOUND S Y ViC� IN W o
1. _ 1 " - 2000' - W
__ _- - ) __g_ - __ = _ GRADE TO31Z41K BACK - - - � - _ - \ - N
` - i -
T AN - = _
- -_ -- 0 T K a -- _ - \ \ 1. THE MOUND SHA - w Q W W
_ LL BE PLACED PARALLEL TO THE CONT
_ _ _ b - = F = - \�? =` _ - OURS. -
=. I - - - - -
- - \ O - 2. GRASS H S RUBS AND TREES SHA > U
` = - _ E-_`_' _ _ - - _ _- - LL BE CUT CLO > >
_ -_ _ - _ SE TO THE GROUND SURF
- = - - - ACE GEN ER
- -� - A L NOTES �� AND R M TE J w Z w W i
- E OVED FROM TH _ _ - - - _ - - - E SITE. - - - �_ - - - '9
F_ -
- = - - - - _ - - _ _ - = - - -- //��/ .
- - _ � - - - - \ -1 _ - [ _ _ _
�' - . - _ - _ _ _ _ _ - - ; _ - - _ _ _ _ _.
3. THE MOUND SITE SHALL BE TILLED TO A 1 . ALL CONSTRUCTION SH
- - - U LANDS AREA_ _ - -_` - - _ _ - - _ = _- _ - - - , / DEPTH OF 8 INCH ALL BE i N ACC R
-,- _ =_ - - - E - - -- _ -
ES TO ROUGHEN THE 0 DANCE WITH THE EAGLE COUNTY
REGULATIONS OF INDtVlDUA
_ _ r - _ _ - - - _ _ �\ _ SURFACE AND INCORPORATE THE VEGETATION. THIS CAN L SEWAG
-- _ _ _ - - __ _ BE DONE WITH A E DISPOSAL SYSTEMS EVEN O O
_ - _ _1 THOUGH
- - - \ PLOW OR CHI AL W __ ° _ _ _ _ CHISEL TEETH MOUNTED L SUCH REQUIR O _- - TED ON A TOOL BAR ATTACH EMENTS ARE NOT SPE I O
_ - - _ _ - -- _� _ ATTACHED TO THE BUCKET C F I CALLY NOTED ON TH f•- •
- _ - 1 � Oa - E DRAWINGS.
_ - - ` _� 1 _ _ - _-, __ \ - OF A BACKHOE. THE CONTRACTOR SHALL o co �'� _ _ �� BE RESPONSIBLE FOR SUCH SPECIFI Q
.' _ _ � - -_ - - __ - G DETA I LS cv rn - -
=_3 - -__` _ = - _ - AS ARE REFERRED T o -
✓ €- - - -�_ - --_ -- - =_ = __ - _ 0 IN THE ABOVE MENTIONED REGU - -
s _ _ - _ _ - -_ - �_ 4. A CATIONS:
-, -g-. _ r.F_ _ _ - _ - - - - LAYER OF SAND SHOULD BE PLA �n u� cD T -- - _ __ _-_- _- -- - _ CED ON THE TILLED AREA. PLACEMENT OF
- _ - - f - - _. 6+ - - -- - - __- _ -
- -____ -- 1 - _ - - ___ 4• -- _ - HOUSE:-
- 0 AREA. -
E. 1
_ -_ - -
_ -- ALL WORK _ - -
_ = 4- - - = _ - _ - _ -
SHOULD BE PERFORMED FROM THE FLAN: 5-BEDI�O-»
•
e•= - - - NAL � _ -- �\ E SIDE SO AS NOT TO COMPACT 2 PERSONSjBEDROOM •t�ia GA - ---_ - -_
_ OPT70 TiVE _ , ' LIONS PERSON I AV -tS -
- - - - __ -_ THE TILLED AREA 1 = % /D _ - r.w4
OOO GPD AVERAGE DAILY F ry�� `t
- - - LANDSGAPtt+ `,ND _ _ _ _ - - - \ - Z
. - - - - _- --_ __ - _ _ - I _ _ - - -_ - - - _- - - - _ DES 1 GN = (
'- _ -,• _ _
r.
/ FLOW 1.5» AVERAGE = 1500 GPD _ - - _ - VEGETAT10t� 0: - - = - - _ - _ ' - �\ _ J
_ - >_- - -_ - - - \ : 5. PLAC II
�. _' _ _ _ - - _ _ - = - - _ E THE PROPER DEPTH OF SAND THEN FOR
=-
- - _ . - " ` _ _ _ _ _ _ - __ -_ TREES Q: OF = _ _ :_ _ - -- '- _ _ - / - M THE SAND/GRAVEL INTERFACE SEPTIC TANK
- k _ - _ -_ `_ - - - . - - _ -- _ - AREA WITH THE AREA BOTTOM BEING LEVEL. I N i MUM N S 2000 GALLONS
M TANK SIZE:
_ - ` _ _ - - " _ - _ _ - - _ _ = S TtG AREA: _ _ ^ - _ - - - ` _ - - ,
- - - rt -4 - - - _ - _- v sMINiMUM
r- - _ - _ - -- -- FIELD SIZE: PER
-- - -_ - - - - - CDOH EQUATION
_ - - _ - - \� l S.
6 PL
ACE
. - . Y - -
L C
_ _ _- - - _ f _ 11 =- _- _ 6413-=� _ - - - - E THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED -
i _ - - ECIFl
1 _ = � _ - ED D AND = _ DEPTH AREA. A Q� Q _MAXIMUM FLOW - - - F - _ _ - __j - - _ - - _ _ _
_ - - _ - __ -_- - - -
- - - - I -
- - - - - - - - - - _ - = - - 5 t - P R -
_ _ �__ ( _ - _ - - _ L. PLACE THE PR E COLAT I ON RATE -
- _ -- _ _ _ \ �/ ESSURE DISTRIBUTION PIP 13 _
__ - _ -_ _
E, CONNECT IT TO THE FORCE
-II: _
V. - M= - _ - = - - E MAIN AND
__ _ : - - - _
- _ _ _ _ & _ _ - -- `= - COVER WITH AGGREGATE. A 1500» 13 =
- O c - - _ - - --- - - _ -_ \ - �C 1082 S.F.»1.3 FOR MOUND = - -- -- - _ S 1407 S.F
- _ - 4 _ - _ -
- - _ - - - - - - - \ 5
- - - 1 - - - _ _ "=- - _ - -
_ - . -_ _ - _ _ -- - - - -
_ _ - - / - - - - - - _- �. _
0- = 8 COVER TH A - s - = E GGREGA MINI _ _ = F --- - - - _ TE WITH A GEO XT1 MUM F I E } _ = _ _ TE LE FILTER FA LO SIZE : F
- - _ - _ \ FABRIC. OR SAND F t LTERS AN
- h -- _ _ - _ - . - - D MOUNDS _
- _ - _
- .-
_ - , - - - - - - __ _ -
- -
- - - - - - r - - Mt
- _�
- 9 PLACE A MINIMUM NIMUM GRA - _ - = N MUM OF 12 I VEL BASE A
- _ = a 6 >! ` _ _ - - - - \ 9 INCHES OF SUITABLE SOIL REA: 150
-
=c
_ _ _ __ _ /14 COVER ON THE SIDES OF THE _ 0 GPD
` ST PITS P -6- (M/ ___ _ - - -- _ -_ - To MOUND AND TO THE NECESSARY
'. - _ _ 1 - _ - _ _J _ _ , - - _ - - _ - -- f � -- _ P Ban DEPTH FOR GRADING ON THE TOP OF THE MOON -
4 _ - - = \ k of D. 0 95 GPD SQ FT - 1579 S.F.»1 3 = 2053 S F.
/
O
3
m
z
�
Q
O
U
w
*-
to
1,.1
W
U
LL_
- _ - _ -- _ L~ _ � - \ s - _ - _ - _ _ - Rryer _ _
- - f} _ - - - - - --� '- - - 1
_ - _ _ - -- - - - _ 641,11, \ 0 10. FlNAL GRADE TH
- - - Yeor E MOUND AND SURROUNDING _ - -
- - - - - - - - _ OUNDING AREA WITH
'1111111,11,- �� -___ z_ - LIGHT
- - z -' r- -- - -- - - - _ IM
___ - _ -
Flood WEIGHT EQUIPMENT M [ N UM SAND FILL BASE AR
lme. SO SURFACE WATER MOVES AWAY FR EA: 1500 GPD
�\ _- - __ - _ - - - - OM THE MOUN
- - = _ � ` - -- - - - D AND DOES NOT ACCUMULATE A-
- - - - _ - - = _ - LATE
- - - - n _ - - NEAR THE MOUND. _ -
-- -- -_ - - - - - - _' =1 -
- - -- - _ 0.8 GPD 875 S.F.»1.3 - 2438
}� _ - - _ - _ _ - _ - = _ /SQ. FT. S.F.
. I '\ _ � . - I - - - - __
- - _ - - - - - - _ - - - _ - - - » - -
_ _ GRAVE
- L AREA \ - - 11. CONTR OLS MINIMUM FIELD DIMENSI
�.. _ _" -_ \ SEED AND MULCH THE ENTIRE EXPOSED AREA TO A ONS
\�`- _ _ - - - ,- - _ - -- - VOID EROSION. LANDSCAPE WITH
~s�_- - - -`_-\ , - - = __ - - = = ` SHRUBS AND PLANT BY MEANS OF MINIMUM SIDE SLOPE OF
S AS DESIRED. 3:1
- _ _ - F _ _ _ _ -- - = __ - -
- ,� - 1 _ . _ _ - _ - _ __-_ -__ - _ = ``: - _ _ .. - In
-
.A \` ` J - _ - -_- _ - - = = -- -_ _ 3 GUEST HOUSE CA_R TAKER U T: 3265 SQ. FT. �jN-+
- _ <D
` _ �' _ _ _ - _ --_ _ ____ \ /BEDROOM »75 GALLONS/PERSON/DAY AND
_ _ - _ - - = - - s = = SALOON WITH 10 P P
\�\ �f - - _ _. - - - -- - - - EO LE (ASSUMED s 30 GALLON - - g i
,1., - __ _�-_ c- _- -- - -_ - `_ _ - - - _ - _ _ - _ES I GN = » _ tseY 4�0 !e /t +C�h� U p
I \ +. = - - _ - - - - - -' _ - = - � Ci �`� C i . 5 AVERAGE - t 350 GPD i ;4 , \ . P
_ _ - - -- _ cnmv ? _ - tJ.l
. z - __ - _ - I+S�IN - -
_- SEPTIC TANK: MI ``" Z
t l _ = -_ - - = - - _ - Eic 4 X 4 =� N I MUM TANK 1 . Q
t s - _ _ _ - - - _ - SIZE I 2000 GALLONS Qc3
�.: - - - - _ - - _ - _ TREATED ELEC. JCT. BOX �J \ . (�9 k Ir
"
-- - - -= _ -
r - »
r
1} , _ - _-- _- - - - - - - _ POST MINIMUM FIELD SIZE: PER - LL -
. 4 # Ill
- - _ <. - - CDOH EQUAT
- -- - - Z
I - - - . ` _ _ - - _ - _ = 2 AIR VENT Q =MAXIMUM FLOW p m
\IIN
f - - - - _ - - - _ ® 9
__ - #- - _
= = - - _ - - - - - - _ - - -_ - _ 5 t = PERCOLAT I -
- - = --- - - - RISERS TO ON RATE - 13 t0
_ _ -_ - - - _I- O �- �yS
"
- - -
i - 4{r - GROUND SURFAC A = " -OR
- - - _ - _ - _- .-br - E 1350s 13 - 974 S.F. st .3 FO = R MOUNDS 1267 S.F.
_ _ - - - -_ - 4,- 4� r�
- ---- -- - _ l a� O
- _ - - - _ '0 - - - 5 Way
-- - Z - - - - - - _ � - - -
- - S
-- -
- -- - c�
- - - .
�-
- - - j.
E _ r
MI .' � -i -
A 2 N - r - C U K F IM _ - L FEEDER UM - - - S A ER FI - _ - - - - - - - E L WE LINE T ELD
- LL 0 SIZE: F
- - \ - - - % OR SAN A
- - _ - - - _ - _ _ _ D F i L`TERS AND MOUNDS U
- - - - - - _ _. . - •� FIELD - $ ..
- - -_` - - - . SLOPED AT
_ - - - IN -
Et � _ -� -_` _� _: _ _� e_�___ - --== _ - _`_ - �_ �_ --_ _- _ - _ - - - - /_ - LET �
_ - _ - - -_ _ Z - _- - - p
_ -- _ - _ # _ _ 1 /8" PER FT- MIN. M i N I MUM GRAVEL BASE AREA
_
t _ _ - - �_ -- = _ _ �� 1350 GPD ; n
- . _ _ _ .. _ .- s . _ - " - - - - F` ! SHALL R A= O:
- ; _ -_ _ r - - - _ _ \ - - . DRAIN BACK
i - �•- _ - � _- = - - �- -_ _ " - - , -- - f - - _ - 1 .F.»1 3 =
_ . - UPLANDS AREA -, _ _ _ - - t - -- __ - -- - - -- - "- _ S` - _ TO TANK AFTER 0.95 GPD/SQ. FT.
422 S 1849 S.F.
_ --- - _ _ f -- - - - - =- - - _ - EACH PUMP CYC = -
- - _ ___ f _ - - -�__ - -
- - - -- LL
.- = _ - - - _ _- t -_ - _ _ 00 _ � - - _ - . - MINIMU AND FILL BASE
-
- - _- _ _ _ [ _ _ - - - - -- _ _ __ - - _ ` - __ _ O� I - M S AREA : q- 1350 GPD •
\ -_ -- -_ - t - _ _ ��,� \��y 0.8 GPD/SQ. FT, 1688 S.F.s1.3 = 2195 S.F. •
_ - f -_ - _ - I \ »GRAVEL AREA CONTR OLS MINIMUM FIELD DIMENSIONS '_,f
\ -_ _ i = -_ _-_ _ - _ -_ �"`�� ; _ __ z BY MEANS OF MINIMUM SIDE SLOPE OF 3:1 �� -
� - - e 3- - -
- _ -_ _ _ = _ - _ _ _ _ - 2 `ALARM" _
13
_ _ -- _- - - _ ~; - - _ iv QUICK DISCONNECT 4• TOPSOIL: S01L EXCAVATED FROM S[TE ACCEPTABLE IF NO CLAY tS PRESE T
\ - - _ _ _ - _ - _ - _ - _ - OR UNION N
= - _ _ _ _ • 5. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD.
\ _
_ _ I �
° 6. CLEANOUTS ARE REQUIRED AT ALL BENDS AND
_ - _
- - - -` t AT LEAST EVERY 100� I
_ FEET ALONG THE HOUSE SEWER. t
\ - - - _ _ -' ' __ t ,` SON" COIL AND 71E AN I
_ -- _ - - � - �_ ADDITIONAL 10' OF -
- INSTAL
_ - ` _ - " - - - _ . - r f - o, WEIGHT 4 WIRE FOR PUMP L R 1 SERS AS NECESSARY TO BRING ALL ACCESS POINTS TO -
� i ` = - °• REMOVAL WITHIN 1/2-FOOT OF FINAL GRADE.
- - _ - u -
. 8. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS
� - - ' SUBMERSIBLE WASTEWATER PUhP LONG
f ' ' 1 �` AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
I - _ � ` _ I \ A "OFF'
GRAPHIC SCALE --_- � -_- _ __-- _- - _ �` �. - f � ` _ - = _ I I °a SET PUMP APPROX_ 9. PROVIDE P
- _-�--- - T_ -- - 8' OFF FLOOR ABS F SURFACE WATER AWAY FROPA
0 OSITIVE DRAINAGE 0
ORPTION AREA USING DRAINAGE SWALES AS NECESSARY. 60 60t 120 T44 ' - / ' -_ _ _ _ - -- _ - - - _- - = t; . • ° - - -- _ _ - " .
- - � - _ _
$ o ao' _ __ � - i ` _ - _ _ ie • 10 PERCOLATION ON TESTING PERFORMED -- - - _ - - -- - NOTES: RBY HP GEOTECH ON�UGUST- 1999,
_ _ _ t JOB # 199 609.
1. SWITCHES TO BE MERCURY FLOAT TYPE.
( IN FEET) i)SS EEC 61. PP�'E E 53 ��S\H� - - _ _ _ _ - 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL TANK 11 • TH 1 S DRAWING DOES NOT CONST i TUTE AN 1 SDS PERMIT . PERM ! T MUST
1 inch = 60 ft_ - i 20 Ha S B �Vr UN) DITC _ - - _ - (CISTERN) FOR 5-6 DOSES PER DAY ® 250 GALLONS/DOSE. BE OBTAINED FROM APPROPR [ATE C I TY, OR COUNTY OFF 1 C [ ALS . IN
.`''"�4
%3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION.
tN� � . E SANG u _ 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN 12 - ' THIS SYSTEM I S S [ZED FOR TYPICAL DOMEST I C WASTES ONLY. BACKWASH OR
ASSpC(. FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR
' �' - NO E�DE I "I \ _ =- = - - - `x THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP.
� -- ' 5. PUMP SHALL BE CAPABLE OF AT LEAST 40 GPM 0 15 FT. OF HEAD. FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. _
! i ` (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY
i
I , i ` ! - \ POMP PCTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF _ 13 THE BEE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS °N
-
\ ARAMETERS.) ORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE. '�'� Q- ' �, /t, \
A \ PROPOSED ��„s < w � I
D 0 S I N G TANK SAND USED SHALL BE AS FOLLOWS : N - - DRIVEWAY �, 1 ARRANGEMENT 14- I '�� o
c�u b ` f` I�� � ��, ,� _ _ `- �_� �., `_ -.. _;, f -- ;,�` - \ PON SIEVE S 1 ZE 3.PA4� I NG - Z �.. - p
`r �'- 98 t (MAIN HOUSE) OR 90't (GUEST HOUSE) a " }� ��=: ft j� N.T.S. 4 100 ,l 1 ��4r W ii�
O i�{ J ti; `y ._� >- .,� _ :;,J._� ,€ :,_/?,-_.- I-i.i_• 1ti: .5 .�T. �� DRILL i%4`• HOLE$ 48• 40 10 -100 JV,' Z 0 Q
1ri c : - r . ON CENTER FOR ENTIRE
r10, am` TOE OF SAND ;- a ^ ' HolEs oN BOTTOM oFNGTH OF ALL A PIPE) REMOVABLE CAP UN I FORM01 TY COEFF I C 1 ENT "' U Z W (� I
.-� - - ~ �_ -Jf 4 - 1/2"0 HOLES TYPICALLY CONCRETE OR MASONRY SAND'IS ACCEPTABLE: Z
o i ` 86- MIN. (MAIN HOUSE) OR 78- MIN. (GUEST HOUSE) .. _ _ ,- _ U
.-, I _-` Q
6 .
NO PERFORATION ON _ �� 2" PVC LATERALS
15. SURVEY PER RIVER CITY SURVEYS, DATED 4/26/01. W V
O � �_• END PIPES (TYP_) •
�� ; ,,� j
--1 E
�`, _ �� z 16 . MOUND DESIGN BASED ON OBSERVATION OF 16' TOPSOIL OVER SANDY W Q
„_ N ° (`LION WELL - j 00 %_9 {^ �� SOLID PIPE GRAVEL WITH COBBLES. HIGH GROUNDWATER ELEVATION DETERMINED
AS 30-36 BELOW. SURFACE BY EAGLE COUNTY OFFICIAL. Q
� �J,
xV _ - ;
cri ��,; 2` SCHEDULE 40 PVC ��_ ` �' COPE �• ` . -
z (� _ f FROM' DOSING TANK = ' ` 4g• ?4' COUPLING = BED OF 1-1/2" SCREENED ROCK. REGI$
. L -DISTRIBUTION (12- MIN. THICKNESS .••• '
t-, _ .1 4o a. x�� 0 T
� ��`: - ¢ t 3s �-2' soup PVC FROM FILTER FABRIC LATERAL SEE NOTES FOR MIN. BASE AREA O`.O kD.• • q•'��Z __ '
48• SOLID CAP FOR I
�' % - 2053 S.F MAIN HOUSE � = t DOSING TANK " f
i EDGE OF GRAVEL 1849 S.F (GST HSE/SALOON) �J �' 8p'0� (M,vNPFO NC ® BOTTOM o PERFORATED PIPE TOP OIIL COVER
a ,� BED GRAVEL AREA RIPING Must DRAIN Hp� � T(tE OR BED WRAPPED WITH 3 MIN. :;. ��: : �- c _' ___'._�. ` �; -
FILTER FABRIC 1 �- � ,- �: I G = 4�
u _ "�� � ( ) _ TO DOSING TANK OR �y iG(/E 4p Ot 2" P SOLID) I PE (BOTUM OF SAND) O 975Ill
'. � 11 J _ `f1' ■ - { 31;� a- �I ST H OR -,�`1 / 8vo• • o e ,-, �� -
N �: ;. �` .� iTOE OF 6 MINUS �- - �% `� `` .: '`` _V,_,%: OUy� 36't o o • _ ri
' I- r,� x_�" __,2" PERFORATEDmPVC "� - �:.� ) �•` SAND Fl SEE NOT - �O � Z
ONSITE SELECT- r-, - y_\�4 FILL. ES.
_ � ri ,;, ; -.5Y� +.I DISTRIBUTION LATERAL J 1 ' r"� %' 1, ;7�;,
ti
` _ [ c r + FOR MIN_ BASE AREA _ 2' IIIN. - _ _ - `'`�, �y ,> , 'Q .• N
±�l
•
.'
o _ - *SANDY GRAVELS �_ , =�„ �. � ,`,-, '� ,;; r = > . -- - - ! � .! . 1V.-. ^t 1�.: y n. y.,t� 1. �-h� -1 ..'J"ti �.r r :���•1:-�- f=7. `�."I M?� �'-'__•: illrtili �/". - -11 •- it - - V
cn - - I - - P (P - - - - -''l �.-...e-, ,1.i __�' _ _ ,�y-',�cL-r...y :=xi rv�/ iT�-- �. �� - ��L^
� E LATERAL LAYOUT -,� .�,�;_. �.�-: ��. -�: I� _ _� .: sioNA
- .. .. +-� �. ,.ems--: _ �-.=.�-�:.. ; �•. -, , .,�.
/ COMBINATION AIR VENT & 1.5` WELL GRADED ON -SITE SELECT MATERIAL, - _ ! � o �
A (FOR PRESSURE DOSING OF FIELD) 6" MINUS AND FREE OF FINES, SECtI =Z� -
PLAN VIEW O F MOUND N.T. l n l cp � r'l-rl n f\i� E-1 I n C T' A 1 1 MAY RF I KFn Fr,Q vII t MM �w C A KIM _ O N A- A _ - PLOWED SURFACE -
I f
t
F
>
__4
M
_4
REMOVABLE
PVC CAP FINISH GRADE
4
N RE�-,51DEN`
21_.� -1-
NCHORAGE FOR DOSING TANK
1'C.Y. WEIGHT BLOCK
ASPHALT
_-2f EPDXY OR
COATED EACH SIDE OF TANK
(MAY BE PRECAST OR CAST IN PLACE)
3-#4 REBAR (MIN)
-#4 BARS
TIE DO
WNS 2 _13
4" COUPLING 4" RISER
7
4
A.
7�-
7
C
A
6
4
4" SEWER LINE
R
xv
7" 4" 45' SWEEP BEND
ft
z
q�
0
_ClfA_
Pf
z
FLOW A
P � - . I.." __1 .4
K
-A
0
F7)
x
NOTE: ANCHOR
AGE REQ'D FOR DOSING TANK IF
JJ*1
EXPECTED GROUNDWATER TABLE
ABOVE FLOOR OF TANK.
? a 0
AKER U1111 I
4" u
AGRICULTURAL SHE SITE N
CLEAN OUT U-1
PVC WYE
q
�ur ION ASSEMBLY DETAIL
AL SALOON
-gmq- w
23
ETAIL
z Vs
SECTION VIEW THRU TANK
A*
-Qz�N;
4., e.,
N.T.S, -'g
M
. .... . . ..
.... .. . ..
f
0
MCI
Z".
SCALE: 1" 2000'
-A
MOUND SYSTEM SPECIFICATIONS
__2
-60 A
VO.
_`:,GA
TAN
0 T N,
N-SCHdED Ll�
�p
INSULATEIP �%Kp iN
1 THE MOUND SHALL BE PLACED PARALLEL TO THE C
ONTOURS.
4., -
w
`M� GENERAL NOTES
OSE TO THE GROUND SURFACE
TAN
5�
. . . . . . . . . . . . . . 2. GRASS, SHRUBS AND TREES SHALL BE CUT CL
GRADE TO� PR.Al, m-.1_.`-A_ , .1 - m - -
DRAIM-4 4t�n, -% -
A
0
1. ALL CONSTRUCTION SHALL BE IN ACCORDA14CE WITH THE
0
AND REMOVED FROM THE SITE
M . .....
- ..... ...
U-1
8 INCHES TO ROUGHEN THE
3. THE MOUND SITE SHALL BE TILLED TO A DEPTH OF
N�-
OR�
0
PLOW OR CHISEL TEETH MOUNTED
SURFACE AND IN I-,
VEGETATION. THIS CAN BE DONE NTH A
CORPORATE THE
21��
HE BUCKET
Of/
... ... .
OFA BACKHOE.
z7TA_
w TILL
PLACEMENT OF
s
ED AREA.
d
4. A LAYER OF SAND SHOULD BE PLACED ON THE u
THESANDSHOULD BE SUCH ASNOT TO RUT OR COMPACT THE TILLED AREA.
AY IS
. ... . ..
FON
z
.0
DAILY FLOW
ALL WORK SHOULD BE PE
. ........ . -V RFORMED FROM THE SIDE SO AS NOT TO COMPACT
.. ...... .. ��_
. ................
7 5z Tz. DESIGN FLOW 1.5* AVERAGE low u
4
THE TILLED AREA.
4z
4 A
SEPTIC TANK: MINIMUM TANK SIZE IS 2000 GALLONS
r
ROPER DEPTH OF SAND,
THEN FORM THE SAND/GRAVEL INTERFACE
5. PLACE THE P
�CREFII *MINIMUM FIELD SIZE: PER CDOH EQUATICNS:
(E
T DNAU
AREA WITH THE AREA BOTTOM BEING LEVEL
*4D N�
A Qft 0 MAXIMUM FLOW:
CK (AGGREGATE) TO THE SPECIFIED DEPTH A
-TION
EW_
VEGETA ,�_i3O, - o , - .11
6. PLACE THE SCREENED RO
5 t PERCOLATION FATE 13
1500* 13 1082 S.F.*11.3 FOR MOUNDS 1407 S.F.
A
ALL�JREE
tk 1z - -
7. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE FORCE MA N AND 5
-A
V,
tit
R
COVER WITH AGGREGATE.
............ FOR SAND FILTER! AND MOUNDS
*MINIMUM FIELD SIZE:
. . . ..........
MINIMUM GRAVEL BASE AREA:
A= 500 GPD
8. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC.
n t-n%jCD nkl TWV [W TW97 S. F 1 .3 - 20D4 z-r-
DEPTH FOR GRADING ON THE TOP
MOUND AND TO THE NECESSARY
............
TOP
.......................
Onk -of MINIMUM SAND FILL BASE AREA: A= 1500 GPD z
875 S.F.*1.3 2438 S.F.
9. P 0.9
D tol U/ Z>w. r I
LACE A MINIMUM OF 12 iN,,rlr
OF THE MOUND.
A
10
10. FIN
AL GRADE THE MOUND AND SURROUNDING AREA NTH LIGHT WEIGHT EQUIPMENT
River
�4,
er.7q, -,e �.z OUND AND DOES NOT ACCUMULATE 0.8 GPD/SQ. FT
Year FlOod Line. SO SURFACE WATER MOVES AWAY FROM THE M
IN
w
R,
Tq NEAR THE MOUND.
*GRAVEL AREA CONTROLS MINIMUM FIELD DIMENSIONS
.... . BY MEANS OF MINIMUM SIDE SLOPE OF 3:1
-11. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH
..... ... ..
3
SHRUBS AND PLANTS AS DESIRED,
GUEST HOUSE/CARETAKER UNIT: 32
3. 65 SO FT.
014*75 GALLONS/PERSON/DAY AND
4 BEDROOMS *2 PERSONS/BEDRO
FLOW:
. ..... SALOON WITH1 PEOPLE (ASSUMED) 30 GALLONS/PERSON/DAY IS
0
900 GPD AVERAGE DAILY FLOW
P q�i�:. DESIGN 1.5* AVER
AGE 1350 GPD
MINIMUM TANK SIZE I S 2000 GALLONS
SEPTIC TANK:
C-1
.04
4* X 41-w- E: PER CDOH EQUATI NS:
*MINIMUM FIELD SIZ
ox
ELEC. JCT. B
TREATED
A
Q - MAXIMUM FLOW
01F
5 t = PERCOLATION RATE 13
POST 2* AIR VENT
OR MOUNDS 1267 S.F.
A 1350* 113 974 S.F.*1.3
RISER(S) TO
GROUND SURFACE
NDS
2" FEEDER LINE TO *MINIMUM FIELD SIZE: FOR SAND FILTERS AND MOU
CAULK/SEAL WELL
Y)-
1350 GPID
FIELD, SLOPED AT
MINIMUM GRAVEL BASE AREA:
1/8- PER FT. MIN.
1422 S.F.*11.3 1849
INLET 0. 9 5 GPD/Sw. r I .
4 SHALL DRAIN BACK
A=
_s_
TO TANK AFTER
J,
?
EACH PUMP CYCLE.
-------- ..... A
MINI A
F .*1 .3 2195 S.F.
1688 S
f
0.8 GPD/SQ. FT.
EA CONTROLS MINIMUM FIELD DIMENSIONS
GRAVEL AR
BY MEANS OF MINIMUM SIDE SLOPE OF 3:1
E3
z IS PRESENT.
ALARM"
4. OIL EXCAVATED FROM SITE ACCEPTABLE I F NO CLAY
TOPSOIL: S
E 3
QUICK DISCONNECT
OR UNION
PROHIBITED ON THE FIELD.
5. VEHICULAR TRAFFIC IS
�s
6. CLEANOUTS ARE REQUIRED AT ALL BEND� AND AT LEAST EVERY 100
- - - - --------
FEET ALONG THE HOUSE SEWER.
'ON'
COIL AND TIE AN
J.
7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO
ADDITIONAL 10' OF
WEIGHT 40
WIRE FOR PUMP -FOOT OF FINAL GRADE
WITHIN 1/2
REMOVAL
NTS MAY BE VARIED AS NECESSARY AS LONG
LOCATIONS OF ALL COMPONE
-SUBMERSIBLE WASTEWATER PUMP
AS ALL MINIMUM DISTANCES AND SLOPESMEET THOSE REQUIRED.
-.FFI
FACE WATER AWAY
SET PUMP APPROX. 9. PROVIDE POSITIVE DRAINAGE OF SUR
4 00
8" OFF FLOOR ABSORPTION AREA USING DRAINAGE SWAUES AS NECESSARY.
4
A
10. PERCOLATION TESTING PERFORMED BY HIIGEOTECH ON AUGUST 41
1^0 u If%n ann
GRAPHIC �;UALE
NOTES,
1. SWITCH
120 AWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST
� , - Ii ES TO BE MERCURY FLOAT TYPE.
240 s 11. THIS DR
60
0 30
60 ON A COPELAND 1000 GAL. TANK
2. FLOAT SWITCH DIMENSIONS ARE BASED BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS.
(CISTERN) FOR 5-6 DOSES PER DAY 0 250
man
GALLONS/DOSE.
BACKWASH OR
3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION. 12.- THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY.
mama=
OSMOSIS UNITS OR WATER SOFTENERS OR
LOCATED WITHIN FLUSHING FLOWS FOR REVERSE
TO THIS SYSTEM.
NO
p 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, FILTERS SHOULD NOT BE INTRODUCED:IN
IN FEET PARATE FROM THE PUMP.
L� 64 . I
AOL Ciy THE HOUSE AND ON A CIRCUIT SE
I inch 60 ft.
5. PUMP SHALL BE CAPABLE OF AT LEAST 40 GPM 0 15 FT. OF HEAD.
BE FIELD MEASURED BY 13. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS
(ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL
IBUTION IS PLACED AT THE FINAL GRADE.
CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF BEFORE THE DISTR
ETERS.)
PUMP PARAM 0 R E0,
14.: SAND USED SHALL BE AS FOLLOWS: ..... ......
V
%PASSIN
PROPOSED DOSING TANK ARRANGEMENT, SIEVE SIZE
p
4 100
DRIVEWAY OND
N.T.S. 40 10-100
9975
200 0
UNIFORMITY
C3 COEFFICIENT=D,/ Dj,:s4
TYPICALLY CONCRETE OR MAS LE.
/0.007", REMOVABLE CAP
DRILL 1/4"0 HOLES 48" ONRY SAND IS ACCEPTAB
EST H SE�l ON CENTER FOR ENTIRE
(MAIN H'66SE) OR 90 ;�J 10
LENGTH OF ALL LATERALS
1/2-0 HOLE
RECORD DRAWING
(HOLES ON BOTTOM OF PIPE) 4
15. SURVEY PER RIVER CITY SURVEYS. DATED 4/26/01.
C) CL
10/30/01
TOE OF SAND�
OBSERVATION OF 16 T PS I
86' MIN. (MAIN- HOUSE) OR 78' MIN. (GUEST HOUSE) ASED ON INFORMATION 16. MOUND DESIGN BASED ON
771 THIS RECORD DRAWING HAS BEEN PREPARED B
01) GRAVEL WITH COBBLES. HIGH GROUNDMATER ELEVATION DETERMINED
2" PVC LATERALS SUBMITTED, IN PART, BY OTHERS. YMILE THIS INFORMATION IS BEVIEVED AS 30-36" BELOWSURFACE BY EAGLE COUNTY OFF IC IAL.
0
0
SOLID I-Irt FOR ITS ACCURACY.
6' TYP. TO BE RELJABLE, THE ENGINEER IS NOT RESPONSIBI.
NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO BED OF 1-1/2" SCREENED ROCK,
MIN. THICKNESS)
-H
THIS DOCUMENT AS A RESULT. DISTRIBUTION (12
0 -0 SEE NOTES FOR MIN. BA 3E AREA
COUPLING FILTER FABRIC LATI�RAL w
c6
12" MIN
st Op,0
24 rnvrp
_-2" SOLID PVC Mum 0 CAP IF 01i
x -
0
48. DOSING TANK UPVORT 0 BOTTOM
PERFORATED PIPE 3 MIN.
f- MLN%.In VF% Dr-u m WRAPPED I ri
C3 0
2053
SAND FILL, SEE NOTES.--..2 . . . . . . . . . . .
.7
uj
S.F. (MAIN HOUSE)- J! 10TE: (4,41tV �j 2' PVC MANIFOLD (3CfTOM OF SAND) FILTER FABRIC
MIN.
'E AREA-
MM DRAIN stopz.
E/SALOON) A PIPING
EDGE OF GRAVEL .1849 S,F. (GST-HS
OUSC) 01� 72- (SOLID) PIPE FOR MIN.-BAS
NX TO DOSING TANK
AREA)
cn BED OR
110
uz)
g ry-
E! xio "q
NO PERFORATION ON
END PIPES (TYP.)
INSPECTION WELL
(Typ.)-
7-
L 2- SCHEDULE 11-0 PVC
FROM DOSING TANK
Z
4z
18)
LLI
Lij
a
0
CQ
lut u I IRFURAIL.
ELECT RALk
t IBUTION LATE[
Ti S J,"
L LAYOUT
CiNBINATION AIR
-,tLt A
1.5' WELL GRADED ON -Slit :L _Ul M ir-Mil
VEN I & 6" MINUS AND FREE OF FINES.
I-
titU I I UN A- A. boo
PLOWELY �)UKI!
CD
SANDY GRAVELS.�?`_'
p IPE LATERA
WELL
MAY B E USED FOR FILL BELOW SAND
DETAIL
N.T.S.
SHEET
(D
64oA
0 PRESSHRF DOSINIQ r)p, P'IF'l
INSPECTION
OF
CD
cil
PLAN VIEW OF MOUND
N. 1.5.
N.T.S.
CD
rx
0-
N.T.S.
cn
CD