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HomeMy WebLinkAbout100 Yacht Club Dr - 194115400004INDIVIDUAL 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.
Please call for final inspection before covering any portion of installed system.
Building rerm-7it P 6602
ic
PERMIT NO. 1 U 12
OWNER: Gallegos CQrporation PHONE:_(A7(l) 926-3717
MAILING ADDRESS: P .0. Box 821 City: Va i l state: CoZ_ zip: 81658
APPLICANT: Bob Gallegos PHONE: 996-1737
SYSTEMLOCATION: 0100 Yacht Club D , Wolcott TAX PARCEL NUMBER: 1941-154-00-004
LICENSED INSTALLER: Double M Excavating, Larry Morgan LICENSENO: 33-97
DESIGN ENGINEER OF SYSTEM: High Country EnRinaaring Tim Reck
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK in addition to existing 1000 gallon tank, with a 1000 gallon dosing tank.
ABSORPTION AREA REQUIREMENTS:
1000 SQUARE FEET OF SEEPAGE BED 4800 SQUARE FEET OFtftN +-eefrer•.— bas 1 area mound system
SPECIAL REQUIREMENTS: Install as per engineer's design dated�23-96-(�`�Engineer is responsible for
final inspection- Building rn is ronfixigent nn final }1DSOV3L
I ENVIRONMENTAL HEALTH APPROVAL:
CONDITIONS:
DATE:
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: SQUARE FEET.
INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM
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:
ENVIRONMENTAL HEALTH APPROVAL:
APPLICANT / AGENT:
PERMIT
PERCOLATION TEST FEE
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
OWNER:
RECEIPT #
CHECK #
DATE:
Site Plan MUST be attached)
E SCE DR(�wtPZ\3
ISDS Permit # nl
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* *
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**************************************************************************
PROPERTY OWNER: PHONE: ( ) 926 ' 3737
MAILING ADDRESS: P.Q. ('pax 8 21 ,
APPLICANT/CONTACT PERSON : I�So6 6; s Le ao g PHONE: ( 1 9Zlo • 3737
MAILING ADDRESS:
LICENSED ISDS CONTRACTOR: Larry !�PHONE: 1
COMPANY/DBA: ADDRESS:
***************************************************************************
PERMIT APPLICATION IS FOR: ( ) New Installation � v Alteration ( ) Repair
***************************************************************************
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit #
(if known)
Legal Description: Subdivision: Filing: —/Block: Lot No.
Tax Parcel Number: t 9 % S b D- a b ``/ Lot Size:
Street Address: O Lop l KWA^r CLu6
***************************************************************************
BUILDING TYPE: (Check applicable category)
( ) Residential/Single Family Number of Bedrooms
( ) Residential/Multi-Family* Number of Bedrooms
Nr Commercial/Industrial* Type
TYPE OF WATER SUPPLY: (Check applicable category)
��Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These system r qui e de ign by a Registered Professional Engineer
SIGNATURE: Date: ( 2 3
************ ********** ************** ****************** ** ************
TO BE COMPLE ED BY H C UNTYv
AMOUNT PAID: RECEIPT #: DATE: 3�
CHECK #: CASHIER:'-
CommunliviDevelopment Departmem
970) 328-8 / 30
x:. 70i 328 185
0) 328-8797
EAGLE COUNTY, COLORADO
Date: April 3, 1997
TO: Double M Excavating
Eagle County Building
P.O. Box 179
500 Broadway
Eagle. Colorado 81631-0179
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit No. 1672-96. Tax
Parcel # 1941-154-00-004. Property Location: 0100 Yacht Club Dr.,
Wolcott, CO, Gallgos Corporation.
Enclosed is your ISDS Permit No. 1672-96. 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.
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, Tim Beck
February 24, 1997
Eagle County Environmental Health Department Via Fax 328-7185
Attn: Janet
P. O. Box 179
Eagle, CO ' 81631
Re: ISDS for Gallegos Corporation Building
HCE File Number 96004.33
.Dear Janet:
This letter is to follow up on our recent conversations with you and Ray Merry regarding our
design for the ISDS for the Gallegos Corporation building. This is a replacement system, to
replace the current system which is not functioning adequately. It is our understanding that
there has been'at least three percolation tests performed on the property. None of which
agreed with any_ of the others. The first test was performed by Intermountain Engineering, I
believe, and was the'basis for the designof the original system, which was designed by
Johnson and Kunkle. That test was around 40 to 50 minutes per inch, as I' recall (I didn't get a
copy of it, but I remember seeing the design). The existing field was constructed at a_depth of
approximately, twelve feet; mainly due to topographic constraints. After,a few years., this field
began to show signs of being overloaded. Johnson and Kunkle personnel then attempted to
perform a new percolation test in the vicinity of the existing bed, but the hole collapsed due to
too fast, a percolation rate.. (The test may have been performed in an area of loose fill
material.) On December 12, 1996 HCE personnel conducted another percolation test in an,
area proposed for a new field. The holes were soaked at least twice: during the preceding days,
and all had water standing in them when we, arrived for the test. Four holes were tested, one
was full of runoff water and couldn't be tested-. :One had water, actively running into it which
we attempted to divert, but it broke through during testing. The other ,two holes were tested
for two hours and showed percolation rates in excess of 100 minutes per inch.
Our evaluation of the soils in the area indicates that the soils are actually quite consistent
(except for disturbed areas) and are derived from the underlying shale type material. The
material is evident on the slopes above, and since the well is several hundred feet deep (far
below the river level), it appears that the same material- is present to a great depth. It is my
923 Cooper Avenue Glenwood Springs, CO 81601
Telephone: (970) 945-8676 FAX: (970) 945-2555
Eagle County
February 24, 1997
Page. 2
opinion that the shale material decomposes; into a fine clay and probably has a 'low long term
acceptance rate. That is why we had the holes pre-soaked, more than once, to more 'closely
approximate "a long term rate.
We believe that the uppermost layer of soil, which has: some vegetation in it, is the most
pervious, and most able to absorb and spread effluent. Therefore, we have proposed a dual
Wisconsin mound type system which will be placed on top of the upper soil- layer. The size of
the nasal area was calculated based on a long term acceptance rate of 0.2 gallons per square
foot per day. This will spread the effluent over a far larger area than the current system.
Also, the elevated and,relatively shallow: mounds should be able, to make use of
evapotranspiration in addition to absorption., Also, the dosing system will alternate doses
between the two mounds in order to provide -some "rest" for each mound between doses.
The remaining details for the proposed system can be found on the plans previously submitted.
If you have any questions or need additional information, please contact us.
Sincerely,
HIGH- COUNTRY ENGINEERING, INC.
T, y P. Beck; .P
oth
Pri cipal Engineer
TPB/soe
cc: Bob Gallegos, Gallegos Corporation `
Tom Zancanella, Zancanella Associates
Larry Morgan, Morgan Construction
10--
n
HIGH COUNTRY ENGINEERING,
923 Cooper Avenue
Glenwood Springs, CO 81601
(970) 945-8676 - FAX. (970) 945-,'
T—
SUBJECT
JOBNO.
AkTTNi ,� _
FAX NO 102L —Sheet-Lof�
)XKe-
)ye re senjing the following: rewlth U Under separate cover
oco Q Prinis Drawings
i-ATrwr rrEM
DATFD
REMA
: I
If material received is not listeiii above, kindly notify us at once.
Transmitted by-.
Z) First class mail
Q U.P.S. Next Cay Air
Lj Federal Express
* U.S. Express Mail
* U-P.S. Std. Service
Q Pickup
TOTAL P.01
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 130
Please call for final inspection before covering any portion of installed system.
OWNER: Gallegos Ventures, Inc. PHONE: 926-1012
MAILING ADDRESS: P.O. BOX G Edwards, CO 81632
AGENT: PHONE:
SYSTEM LOCATION: 0100 Yacht Club Drive, Wolcott
LICENSED INSTALLER: Spiegel egel Construction LICENSE NO. 03-92
DESIGN ENGINEER OF SYSTEM:
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
525 SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install as Designed by Johnson, Kunkel & Associates, Inc., provide
as built to Eagle County.
ENVIRONMENTAL HEALTH OFFICER: DATE: March 13, 1992
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, 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.. �,
INSTALLED ABSORPTION OR DISPERSAL AREA: v -® SQUARE FEET. Ala 1/1'1'�,4-5
INSTALLED SEPTIC TANK: W00 GALLONS DEGREES FEET 49.5 pe" I? P F p gJq�
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS ANDASSEMBLY YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS:
12 r4e loev
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:
1t1QQ111P,LeLa AppilCations Will NOT Be AGcerted
(Site Plan MUST be attached)
4 L.."1E'�'''»
ISDS Permit # MAR ®� `'�
Building Permit 4961 g
EAGLE COUNTY
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM p�QM�iI�,NITY DEVELOPMEN
ENVIRONMENTAL HEALTH ,OFFICE - EAGLE COUNTY
P. b. BOX 179
EAGLE, C:0 81631
328-8',55/927-3823 (Basalt)
•,�YC7YYa5k��j„)k,�kYCk%':kir7rkYt:kk9rA)Y:kx••.,7tr;�a:�9t:Kvtk4rXtY7kk�,x•XSk;tk:vYr7lrkty-'A xw.Y;�r•x�[kYtXYrk?'��t'it'?;:;'��'7'�:tK�:
PERS�'iTT APPLlC1��TjN FEE . Q PERCOLATION TEST FEE $12'5. by
" MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
�•k k4rYfYc7t9e ks+t7kytyk'.'/t)t'kYtX*��k���+'��tktklk* k1cYe�71rY�WiC'�YCYC:$�r7r�sri%r>YKytsk�k�F•kyeytlkll�r�YscYe�'#ytlkYr'Y,7tyr�Ye k
PROPERTY OWNER: Gallegos Ventures, Inc.
MAIL114G ADDRESS: P.O. Box G, Edwards, CO 81632 PHONE. 926-1012
APPLICANT/CONTACT PERSON: Robert M. Gallegos, Jr. PHONE: 926-1012
LICENSED SYSTEMS CONTRACTOR: Spiegel Construction ct
(03 -'7.� PHONE : 524-7148
COMPANY/DEA: Spiegel, Construction ADDRESS: P.O. Box 2683, Avon, CO 81620
kJt7t�l•YtHiky�y:�9Cal'14;1YeYst4kY;7�fYtYtyry:iX7lfkY;KfttkY:y:1:KfYt1:tY7t5KYtYr31'SrY1Yti'tYeYt:Y7k'k'sl':kY:a:kxrKAf�}'i�f7C%t�Y;Sk)kSk3€Y{YEk'
PERMIT APPLICATION IS FOR: ( ) NEW 114ST-ALLATION jX) ALTERATION (X) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
A parcel of land located in Tract 48, Section 15, Township 4
Legal DeScr1pt1Qn : South, Range 83 West, 6th Principal Meridian
Tax Parcel Number: 22134 Lot SiZe: 2.5 Acres
Physical Address: 0100 Yacht Club Drive, Wolcott, CO 81655
BUILDING TYPE: (Check appilcable category)
( Residential/Sillgle Family Number of Bedrooms N
( } Residelitial/Multi-Familyw Number of Bedrooms
(x) Commercial/Industrial* Type
TYPE OF WATER SUPPLY: (CtlecY applicable category)
(x) Well ( ) Spring � ) Surface
( ) PublIc Name of Supplier:
'AThese, syste s - wire deslgil a Registered r essional En 4,�eer
SIGNATURE � Date: � 6 Z..,. 9 'A. x Ir w .A * Yr X A•VC YC X Yt :1 •k Y[ 9t Ys
AMOUNT PAID:��p-v
RECEIPT s• •f.
TIME L,,�iG: TRAVEL: PERC:
DATE:
CASHIER:
FIN.--,L :
CONRILINITY DEVELOPMENT
DEPARTMENT
EAGLE COUNTY, COLORADO
March 31, 1992
Robert M. Gallegos, Jr.
P.O. Box G
Edwards, CO 81632
RE: Final of ISDS Permit No. 1130
Dear Robert,
500 BROADWA1
P.O. BOX 17 9
EAGLE. k OLORADO S 1 r- 1
FAX i3031 ,Ig-"0-
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 Division, P.O. Box
179, Eagle, Colorado, 81631.
Sincerely,
zel-
Brenda Henderson
Office Assistant
Environmental Health
/bh
ENCL: Information Sheets
Final ISDS Permit
cc: Files BP= 4961
�O,MMLINITY DEVELOPMENT
DEPARTMENT
(303) 328-8 730
EAGLE COUNTY, COLORADO
March 13, 1992
Gallegos Masonry
C/O Spiegel Construction, Inc.
P.O. Box 2683
Avon, CO 81620
500 [ROADWAY
P.O. PDX 179
EAGLE. k:OLORADO 31631
FAX (303) 328-7207
RE: Issuance of Individual Sewage Disposal System Permit
No. 1130
Spiegel Construction, Inc.:
Enclosed is your ISDS Permit No. 1130. The enclosed copy of the
permit must be posted at the installation site. You must call
our office for final inspection before covering any portion of
the installed system; the deadline for final inspections is
December 1.
If you have any questions, please feel free to contact us at the
following numbers depending on your calling area: Eagle Valley
328-8755; Basalt/El Jebel 927-3823, ext. 730.
Sincerely,
�V
Roger Boyd
Environmental Health Assistant
RB:bh
Enclosure
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Johnson, Kunkel & Associates, Inc.
P.O. Box 409
113 E. 4th Street
EAGLE, COLORADO 81631
(303) 328-6368
TO a�LF�.wraty �ra�( i�4t�CrtCA� NEaL=rtd
> WE ARE SENDING YOU � Attached ElUnder separate cover via_
❑ Shop drawings M/ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
LIEUTEQ (01F MUMEOVUL
DATE
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JOB NO.
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ATTENTI,,gqN
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RE:
5 - Est ca
following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
� �8 ' °►
�Ep � S`►s cM
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑
Approved as submitted
❑ Resubmit
copies for approval
I"For your use
❑
Approved as noted
❑ Submit
copies for distribution
> ❑ As requested
❑
Returned for corrections
❑ Return
corrected prints
❑ For review and comment
❑
❑ FOR BIDS DUE
19
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS �t Als -1-Arc> -s uica
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C2 ..W[N USE
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COPY TO
SIGNED: '
►t enclosures are not as noted, kindly notify us at once.
Johnson, Kunkel & Associates, Inc.
P.O. Box 409
113 E. 4th Street
EAGLE, COLORADO 81631
(303) 328-6368
TO �Ra(��tL �yflr
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LIEUTEQ (01F U1URz9fl-0VUQ1L
DATE
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JOB NO.
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ATTENTION
RE:
SEA �S'tg.
> WE ARE SENDING YOU CY Attached ❑ Under separate cover via the following items:
❑ Shop drawings C5Prints ❑ Plans IILL ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change ordere�o I�cPa0.T5
COPIES
DATE
NO.
DESCRIPTION
1
3-s)-9s
Jze:.�. Sys-�,��, 'qs- 6�,►`c
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THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
For your use ❑ Approved as noted ❑ Submit copies for distribution
> ❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED: J✓i�iw n
PRODUCT240-2 _ , IncGroton, . Man 01471if enclosures are not as noted, kindly notify us at once.
. - JOHNSON & KUNKEL
P.O. Box 409
EAGLE, CO 81631
Phone 328-6368
TO
�o g, Gr
THE FOLLOWING WAS NOTED:
DATE -
3
7z.
PROJECT
-
iC_ T Sir Q
LOCATION
�DL-Lu"CT
CONTRACTOR
OWNER
Nt Ls
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CX
WEATHER
TEMP.
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-26
° at PM
PRESENT AT SITE
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AN.--s �i__
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IA A� AT'C S Ta s]'-Asy �rot�fl
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COPIES TO
P A vl�
SIGNED
CORM 241-3 - Available from Aer3srinc., Groton, Mass. 01450
JOHNSON & KUNKEL
P_ O. Box 409
EAGLE, CO 81631
/ -Phone 328-6368
TO
BATE JOB NO.. ° --
PROJECT -
LOCATION
.
CONTRACTOR
OWNER
7-1 6bQ6
4
, Ly
-
WEATHER -
TEMP.
O at AM
W
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° at PM
PRESENT AT SITE
-
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THE FOLLOWING WAS NOTED:
zye
.A `sit S�'� kjzk.4 �Ct�� �oi�>< S �;.! ` L 3%_F' 5 ( SIN lei (Y
�1
C ismot- V �-n) �.= s_ �. -o ,AF L N- E -a C&0 A��.►�
COPIES TO MGM
SIGNED
FORM 241-3 -Available from Ees Inc., Groton. Mass. 01450 j �'
• JOHNSON & KUNKEL
►' P. O. Box 409
EAGLE, -CO 81631
Phone 328-6368
TO
THE FOLLOWING WAS NOTED:
DATE
JOB N0.-
o,
" -
tsz
PROJECT
T
i
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LOCATION
W
CONTRACTOR
OWNER
V
WEATHER
C.O
TEMP.
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O at AM
Oat. PM
PRESENT AT SITE
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COPIES.TO
SIGNED
FORM 241-3 - Available from Ees Inc.. Groton. Mass. 01450
EAGUNTY DEPARTMENT OF ENVIRONS ASE CAAL FOR FINAL INSPECTION
1IT MUST BE POSTED ON LOCH G� Box)WA 6th & Broadway BEFORE COVERING ANY PART OF
Eagle, Colorado 81631 INSTALLED SYSTEM.
-7311; 949-5257; 927-3823 - P.O. Box 850, Eagle, CO 81631 (this does not constitute
PERMIT N® 428 a building or use permit)
Owner DENVER & RIO GRANDE WESTERN RAILROAD COMPANY
System Location WOLCOTT, COLORADO
,,Licensed CjMKORK . INSTALLER:
f * Conditional Construction approval is hereby granted for a 1 gallon
SEPT STEM DESIGNED BY:
xx Septic Tank or Aerated treatment unit INTER-MOU THIN ENGINEERING, LTD.
Absorption area (or dispersal area) computed as follows: ��� um: 1,000 gal septic tank
-s nimum: sq. ft. absorption
Perc rate 1 inches in 40.7 minutes 120 sq. ft. 30� trench
absorption area per bedroom n/a Commerci a Warehouse & Office
*��lg1§d�cx x sq. ft. minimum requirement
May we suggest that you must follow your engineer -designed system, as -a4 ; — �,
Date 4-21-80 Inspector
Jo Ann Deighan
FINAL APPROVAL OF SYSTEM:
No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system
is approved prior to covering any part.
Septic Tank cleanout to within 12" of final grade or aerated access ports above grade.
Proper materials and assembly.
✓ Adequate absorption (or dispersal) area.
Adequate compliance with permit requirements.
✓ Adequate compliance with County and State regulations/requirements.
Date Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All .installation must comply with all requirements of the County Individual Sewage Dispos
1973egulations,
adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614,
2. This permit is valid only for connection tu use res which have fully an dwelling or structuresied with County notapproved by the building
ing and
building requirements. Connection too Y
and Zoning office shall automatically be a violation of a requirement of the permit and cause for both
legal action and revocation of the permit.
3. Section III, 3.2,Q requires any person who constructs, alters, or installs an individual sewage disposal
system in a manner which involves a knowing and material variation from the terms or specifications con-
tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or
both................................................................................<
..............6.............................
CHARGES
Percolation Test Qq by engineer
(includes final inspection)
Permit Processing Fee $A $75.00
Check (no cash) *_� 7 q
Money Order
P ermit N® 428
Name of Applicant Orri son Frontier Distributing,
o�
Amount Paid I
Date Paid �`" mil— X�
Cashier
ALL CHECKS ARE TO BE MADE PAYABLE TO EAGLE COUNTY Dept. - Pinx Copy
Eagle Cty. — White Copy Applicant — Green Copy
PEF.COL.AT 'S T FEE.
.5 0
E1'1VIRr1^1'4FNTAL HEALTH
BOX 850
EAGLE, COLOPADO 816.31
PERMIT FEE
APPLICATION FOR INDIVIDUAL SEVAGE DISPOSAL SYSTEM
PERIMIT
NA".41' OF
O[�'NER.: 1F ,per v' ��
C>> .A� .�E WE Sri Z�� �4 +I_Qnll P-:]I0:1E
b29 - 5s33
��DDRESS .i�EZ
Co. uo SOD-7
1�`JF. OF
APPLICANT:
PHONE
ADDRESS:
DESIGN ENCR. FOR SEPTIC (if
necessary)
ADDRESS:
e--mc) ,
F)-J 0�1 0�`� . ���2� PHONE
Q�-�0-7 2
LICENS171D INSTALLED.:
PHONE
-ADDRESS:
IS PERMIT FOR: (X) New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED FACILITY: County Lot Size Oe� /�c2cS
City or Town, if within City or Town Limits
LEGAL DESCRIPTION:
TJA
._STES TYPE: ( ) Dwelling (j�) Commercial or Institutional
( ) ?`don -Domestic Wastes ( ) Transient Use ( ) Other
TS SYSTEM DESIGNED FOR 2, 000 GALLONS PER. DAY OR. LESS? () yes ( ) no
BUILDTN(, OR SERVICE TYPE: Number of Persons
Number of Bedrooms
( ) Garbage Grinder ( ) Automatic ti,?asher ( ) Dishwasher
t5
SC)URCE AND TYPE OF ?ti'ATER SUPPLY: (X) Well ( ) Spring ( ) Stream or Creek
Give depth of all wells within feet of system: 1157 YE �A
If supplied by "community water, give name of supplier: i
i
;.OU•ID CONDITIONS: Percent Ground Slope:
Depth to Bedrock: K10'1e C--<(J -icz0--_:) Depth to Groundwater Table: \No-, CyCc�J •t�t?c±
:'YPE OF INDIVIDUAL SE?,7AGE DISPOSAL SYS=T PROPOSED:
(jq) SeDtic Tank ( ) Aeration Plant
( ) Vault Privy ( )„Composting Toilet
( ) Pit Privy ( ) Incineration Toilet
<, ) Greywater ( ) Other
Chemical Toilet
( ) Recycling, Potable Use
( ) Recycling, Other Use
;OIL PERCOLATION TEST RESULTS: Minutes per inch in Bole No. 1 j
Minutes per inch in Hole No.'2
Minutes per inch in Hole No. 3
IMPORTATIT t 1 t
1.PPOINTMENT FOR. FINAL INSPECTION MUST BE MADE PRIOR TO COVETING BY CONTACTING
1?E INSPECTIIdr ENVIRONMENTAL HEALTH OFFICER. REFER TO PER NUMBER. NO
'APP??0�;%AL ??ILL BE GIVEn1 ON ANY SYSTEMjIITHOUT FINAL INSPECTION.
TOLL -FREE NUMBERS.
328-7311, Ext.
949-5257, Ext.
927-3823, Ext.
238 (Eagle area)
238 (Fail area)
238 (Basalt area)
(OVER)
Ei,IVIRONP4FNTAL HEALTH
PERCOLATION TEST FEE BOX 850 PERMIT FEE
$50 00 EAGLE, COLORADO 81631 $15.00
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
NO.
The Denver and Rio Grande Western
NAME OF OWNER:,. ,, Railroad Company PHONE (303 ) 629-5533 .
ADDRESS: P. 0. Box 5482, Denver, Colorado 80217
NAMF. OF APPLICANT: Orrison Frontier Distributing, Inc. PHONE
ADDRESS: P. 0. Box 128, Glenwood Springs, Colorado 81601
J)ESIGN ENGR.. FOR SEPTIC (if necessary) : Inter -Mountain Engineering, Ltd.
ADDRESS: P. 0. Box C-100, Avon, Colorado 81620 PHONE 949-5072
LICENSED INSTALLER:
ADDRESS:
PHONE
IS PERMIT FOR: (X) New Installation ( ) Alteration
LOCATION OF PROPOSED FACILITY: County Eagle Lot Size
City or Town, if. within City or Town Limits
LEGAL 'DESCRIPTION: See attached sheet
WASTES TYPE:
) Repair
0.856 Acres
( ) Dwelling ( X) Commercial or Institutional
( ) Non -Domestics Wastes ( ) Transient Use ( ) Other
IS SYSTEM DESIGNED FOR 2.000 GALLONS PER. DAY OR LESS?
BUILDING OR SERVICE TYPE: Warehouse & Office
(X ) yes C ) no
Number of Persons 15
Number of Bedrooms
( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: 20) Well ( ) Spring ( )Stream or Creek
Give depth of all wells within feet of system: None known
If supplied by community water, give name of supplier:
GROUND CONDITIONS: Percent Ground Slope: 8.21%
Depth to Bedrock: None encountered Depth to Groundwater Table: Not encountered;
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
( X) Septic Tank ( ) Aeration Plant ( ) Chemical Toilet
( ) Vault Privy ( ) Composting Toilet ( ) Recycling, Potable Use
( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, Other Use
( ) Greywater ( ) Other
SOIL PERCOLATION TEST RESULTS: .20 Minutes per inch in Hole No. 1
�(o Minutes per inch in Hole No. 2
MP-L aw. 4/0Minutes per inch in Hole No. 3
J` J� J� JJ` il` J" i�� i�� i�C ��' J� n n :C " n J` i�C :C i� J• i�C i�C n i� itC J. L JV n i��
,3qz - 6 l
j
Inter-MounWn Engineeringua.
A
July 28, 1980
Mr. Denny Meyer
The Neenan Company
P.C. Box 2127
Fort Collins, Colorado 80522
Re: Revi--:,, Septic Tank Leach Field Design
Job Nc. V-9373E
Dear �-Ir. P.9eyer:
Per our telephone discussion of July 28, 1980, we are submitting
a revised design of the proposed septic tank -absorption field to serve
Orrison Subdivision. The reason for this revision is the reduction
in estimated sewage production for the proposed building.
The reduced field size shall be 300 square feet. This can be
accomplis;ed using a minimum of two (2) absorption trenches each three
(3) fee- wide and 50 feet long.
The attached sheet shows the calculations used to recompute the
size o= the field.
If you have any questions, please call.
JMR: cjn
Sincerely,
_J� At - 411y�
James M. Riley, P.E. 14461
Branch Manager
BOX NO. C-100
AVON, CO 81620
949-5072 DENVER 893-1531
1420 VANCE STREET
LAKEWOOD, CO 80215
Phone: 232-0158
r ,
r
r
Mr. Denny Meyer
The Neenan Company
July 28, 1980
CALCULATIONS
Population: 10 persons
Estimated sewage flow: 15 gallons/person/day
Projected flow: 10 x 15 = 150 gallons/day
Peak factor: 1.5
Peak flow: 1.5 x 150 = 225 gallons/day
Percolation rate: 40.7 minutes/inch
(see previous report)
Size c' field: Area = Q I(T = 225 40.7 = 287 ft2
5 5
Use 300 square feet
INAL DISPOSAL BY: ('/) Absorption Trench, Bed or. Pit ( ) Evapotranspiration
( ) Above Ground Dispersal ( ) Sand Filter
( ) Underground Dispersal ( ) Wastewater Pond
( ) Other
'I XL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS 0-- TL;E STATE? �; O
ITE (PLOT) PLAN: Include location of wells, springs, potable water supply
lines, subsoil drains, lake'water course, streams,
dry gulches.
Show location of proposed system by direction.
Shoe distance of proposed system from dwellings and other
fixed reference objects.
Please indicate scale of reference, if any.
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Attach additional pages if necessary to give complete information.
SIGNATURE DATE
a
IiAer-PAouIIntai n E ngi ne er nngLtd.
l
Legal Description for Orrison Subdivision:
A parcel of land lying within Section 15,
Township 4 South, Range 83 West of the Sixth
Principal Meridian, County of Eagle, State of
Colorado, more particularly described as follows
Beginning at a point from whence Corner No. 1
of Tract 48 of said Section 15 bears N 800 101 3011 E
3041.26 feet; thence due South 199.22 feet; thence
S 850
37' 0111 W 200.59 feet along a chord of a
1749.35 feet radius curve to the left having a
central angle of 060 341 24"; thence due North
176.83 feet; thence due East 200.00 feet to the
Point of Beginning, containing 37,295.84 square feet
or 0.856 acres more or less
E30X NO. C-100 1420 VANCE STREET
4;p
TMENEENAN
To: Fny' rnnmPntn 1 Tir--a l th
P.O. Box 2127, 309 Commerce Ave.
Fort Collins, Colorado 80522
(303) 493-8747
COMPANY
TRANSMITTAL LETTER
Date April 16, 1980
.lob: nrri son ni si-rihnti ng
We transmit herewith for your - Information XX
Approval
Files
1
Sheet Nos.
Correction
Return
Copies of Application for Septic System
Pgive 11'a call if y-aihave any•1 ' • ■
Yours very truly,
THE NEENAN COMPANY
�-' By s
Dennis M. Hog
Enclosed
EAGLE COUNTY ENVIRONN—ENTAL HEALTH
ROUTE FOP.M
ZJ
DATE REFERRED APPLICATION NO.
LOCATION
Please review the attached application and return it and this completed form
torthe Environmental Health Office.,
i
=IINC Complies with: Yes
Subdivision Regulations
Zor3,ing Regulations
Recommend Approval
Comments:
-BUILDING: Set Backs
LI/ Site l_Zc
Other.
Recommend Approval
Comments:
FNGTNEER. MZNka
m necessary
Grading
nage
Recommend Approval
Comments:
No (Reviewed By
k
PERCOLATION TEST RESULTS AND
r
, SEPTIC RECOMMENDATIONS
ORRI50N SUBDIVISION
EAGLE COUNTY, COLORADO
7OR
THE NEENAN CO.
Prepared by
Inter -Mountain Engineering, Ltd.
1420 Vance Street, Suite 103
Lakewood, Colorado 80215
(303) 232-0158
PROJECT NUMBER
V-9373E
April 3, 1980 t;
r
j
SCOPE
This report presents results of a Percolation Test and provides Septic
Recommendations for the proposed commercial warehouse located on Orrison Sub-
division, Eagle. County, Colorado.
SITE INVESTIGATION
The field investigation performed on March 31, 1980, consisted of drilling
three (3) borings to an average depth of 36 inches. Percolation tests were
performed on April 1, 1980. Locations of the test borings are shown on the
enclosed drawing. Results of the percolation tests are included in this
report -- see PERCOLATION TEST RESULTS.
SITE LOCATION AND DESCRIPTION
The site is located in a portion of Section 15, Township 4 South, Range
83 West of the 6th P.M., more particularly the site is described as Orrison
Subdivision, Eagle County, Colorado.
The site has slope to the south and west and is covered by native
grass and weeds.
SUBSOIL AND GROUNDWATER CONDITIONS
Approximately 9-1/2 to 13 feet of dark brown, sandy with some silt clay
was encountered in the test borings presented in our soilsandfoundations in-
vestigation, Project No. V-91496, dated August 31, 1979.
No groundwater was encountered in the test boring at the time of this
investigation.
- 1 -
I
PERCOLATION TEST RESULTS
A total of three percolation tests were run on the site using the standard
test method as described by the Eagle County Board of Health.
Percolation test holes were presoaked on March 31, 1980, and the test
was performed on April 1, 1980.
Saturated percolation rates are as follows:
P.H. # 1 = 20 minutes per inch
P.H. �� 1 2 ` 46 minutes per inch
P.H. # 3 = 56 minutes per inch
Average of Percolation Rates 40.7 minutes per inch
SEPTIC SYSTEM RECOMMENDATIONS
Recommended is a minimum 1000 gallon compartmented septic tank to be
followed by standard Eagle County absorption trenches with a bottom area of
at least 1200 square feet. The absorption field should lie a minimum of ten
feet from property lines and twenty feet from the proposed buildings. This
system should meet all rules and regulations of the Eagle County Board of
Health as set forth in the INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS of
that department. Inspection should be made by a representative of the EAGLE
COUNTY BOARD OF HEALTH prior to backfilling,
CONCLUSIONS
The findings and recommendations of this report have been obtained in
accordance with accepted professional engineering practices in the field of
- 2 -
R
Foundation Engineering and Soil Mechanics. There is no other warranty,
either express or implied.
If we can be of further assistance, please do not hesitate to call.
Sincerely,
INTER -MOUNTAIN ENGINEERING LTD.
Steve Reiner, P.E.>�G1�3
Chief Soils Engineer
- 3 -
1672-96 Tax# 1941-154-00-0004
JOB NAME 0100 Yacht Club Dr. GALLEGOS
Wolcott,CO CORP.
� 0r/3a
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JOB FOLDER
Printed in U.S.A,
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FOUND 5/8" REBAR
FOUND 5/8" REBAR _ - - - _
I C N 90.0000 E - _ 590.00'—..-------• — — — — — — — — — — — — —�
16984
eL
= 69V� ` ELEC. BOX V - _ - - - 6984
LOT 1
'_ GOS--IND-U-STRIAL GALLE
6°�., / r - r� ASPHALT DRIVE ` I _ "qP
E _ & PARKING I — _ _ _ 6982 S-� � z_ PROFILE HOLE i SEPTIC SYSTEM po/
Curls
ASPHALT DRIVE _
& PARKING _ --_ _ '� ' ' ---__A-S-BUILT / f 3' WIDE TRENCH (TYP)
z l -�6972 ---- / it
6980 -j ' r f �' (TMP)
C - 6978 �r f I 42.0' `t ,.I I I I•I 1 p
•
RAISED 2.0' DIA. _
_ .
I ` MANHOLES (TYP)
6976 } _ — — — — — 6980 — — — — — — — — O
,� , ,
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0. -v - 6974 j N ,7 10.0' O 4' SEWER DIP . r' I i I I I , — — _ — IO_
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- - - --
: �� / _ PORT INSPEXTION r ' I ' f DISTRIBUTION
XIONO�BOX �- 6978-- --- _ - - - --
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6976 - _- -- --_- - - -_--. _ --- _---- = --- - -
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=----------_ -_ ------
o; CAP, LS 4551 CJT
EXISTING
IIETIAL WAREHOUSE -- '
-- 6974 -- S
�POLE
, GAS SERVICE
ISLAND ` . ; TRUCK DOCK r
�t U-DERGRUND696$ � Ij ,
--697
66 -TANKS SAP@5pk.)- --- --`
04
DOCK AREA /// ��� 69j0
N 83 — -_ - - _ - _ _..- —•
W
6 N S 87'41'40 W-1��--- ---- _
85.24'14" W 122 20.4• — - — — .. — .. — .. _ .._ - ! 139.76'
.49 N 89'44'59 W 83.89' i S 88 08 12 W
--- f---------6968----= --- -- _
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I DENVER & RIO GRANDE WESTERN RAILROAD
I
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20' min. OPENING - EACH COMPARTMENT b
' 6
- GRAPHIC SCALE
Z INFILTRATOR CALCULATIONS - t
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TEE
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— — — — — — — —
-� OUTLET
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3d _
TRANSFER PIPE
o
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FIRST COMPARTMENT
SECOND COMPARTMENT
= 1 -
n?ICAL SEPTIC TANK DETAIL
NOT TO SCALE
SEPTIC TANK NOTES
1. SOLID PVC PIPE MEETING ASTM STANDARD D3034 SDR35,
PROPERLY SUPPORTED TO PREVENT FAIURE BY SETTLING
SHALL EXTEND FROM THE SEPTIC TANK FOR A DISTANCE
OF AT LEASE 5 FEET FROM THE INLET ApD OUTLET ENDS.
2. THE OPENING COVER OF A SEPTIC TANK MANHOLE, IN—
SPECTION PORT OR ACCESS PORT SHALLBE NO DEEPER
THAN 8• BELOW FINISH GRt,aE.
3. SEPTIC TANK SHALL BE DESIGNED TO WTrISTAND H-20
AXLE LOADS, OR BARRIERS SHALL BE PROVIDED TO EXCLUDE
VEHICLE TRAFFIC FROM THE TANK SITE
i
4. THE SEPTIC TANK SHALL BE DESIGNED TC VATHSTAND 5 FEET
OF SATURATED OVERBURDEN
5. USE 4' SEWER DIP WHERE NOTED.
BUILDING j
SLOPE AWAY FROM BUILDING I
EXISTING GOUND I
FOR 3TRENCHES
ETRENCH =/// _
INFILTRATOR TY11 SIDES
3' MINIMUM I
TRENCH COVER
DISTRIBUTION PIPE - 3- .I. 6' - �- 3' -..I =///= DISTRIBUpN PIPE
I
TRENCH DETAIL
NOT TO SCALE
NOTE:
i
INSTALL INFILTRATOR TO MANUFACTURERS RECOMENDATION.
SIZE: STANDARD INFILTRATOR 3' X 6 1/4' X 1' ;
1) TRENCH TOLERANCE .10' PER 100' ;
EXISTING BUILDING - 30 EMPLOYEES PROPOSED
30 X 15 GPD = 450 GPD
TOTAL = 450 GPD
PEAKING FACTOR = 1.5
1.5 X 450 = 675 GPD
T = 40.7 M.P.I. (INTERMOUNTAIN ENGINEERING, 1980)
Q=675 GPD
A=Q/5XT-5
A=875 S.F.
INFILTRATOR 40% REDUCTION
875 S.F. -40% X 875 S.F. = 525 S.F.
525 S.F./18.75 S.F = 28 UNITS
USE 30 UNITS
NOTE:
1) AT THE TIME OF FINAL CONSTRUCTION PLEASE NOTIFY THE ENGINEER 24 HCURS BEFORE FINAL INSPECTION
2) CALL FOR UTILITY LOCATES BEFORE EXCAVATION.
3) NEW SEPTIC SYSTEM DESIGN IS FOR EXISTING WAREHOUSE ONLY.
( IN >t = l
i inch s 20 !t.
NOTE:
1) CONTOUR INTERVAL 2'
2) TRENCH LOCATION BASED ON SURVEY.3-11-92
3) FIELD INSPECTION 3-20-92, 3-26-92,' 3-27-92
(SEE REPORTS)
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EXIS_nNG WELL (IN USE)
INSTALL
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CONSTRUC' 'D AINAGE
T R
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SWALE AROUND MOUND,
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to
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YO CL-200 F A_e
ul
L 1311INU UUILU[INU
EXISTING - ROAD
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AqSO PTI N!
A EA I u t-
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Ch
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EDGE OF GRAVEL cl
SEE -SECTION A — A\
STUB OUT PIPE
BED '(TYP
Tn Pp'pp' A -SHE T
OrL%., i r i %., UL I A I La ^a ^MC MLr LMMLV I V 1 F4 1 rlL ADUVL- MLFN t I UNLU
REGULATIONS.
2. 35 EMPLOYEES AT 18 GALLONS PER PERSON PER DAY
630 GALLONS/DAY AVERAGE FLOW
945 GALLONS/DAY DES I GN FLOW (1 .5 * AVERAGE)
(2) 1000 CALLON SEPTIC TANKS
1000 SQUARE FEET MINIMUM GRAVEL BASE AREA
(0.95 GALLONS PER DAY PER SQUARE FOOT LOADING RATE)
4800 SQUARE FEET MINIMUM SAND BASE AREA
(0.20 GALLONS PER DAY PER SQUARE FOOT LOADING RATE)
SAND FILL SHALL MEET THE FOLLOWING CRITERIA:
100% SHALL PASS THE #4 SIEVE (6.4 MM)
<10% SHALL PASS THE #200 SIEVE (0.13 MM) AND SHALL HAVE A
UNIFORMITY COEFFICIENT LESS THAN 5 (D60/Dl0<5).
CONCRETE SAND AND MASONRY SAND WILL BOTH GENERALLY MEET THESE
CRITERIA.
4. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST. EVERY 100
FEET ALONG THE HOUSE SEWER-
5- THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL
COMPONENTS OF THIS SYSTEM -PRIOR TO THE ABSORPTION AREA WATER
GRAPHIC SCALE
TIGHT TO PREVENT INFILTRATION.
6. LOW 21 0 10 20 40 w
TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO AL
LANDSCAPING.
OEM
7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO
WITHIN ONE-HALF FOOT OF FINAL GRADE. IN FEET
8. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG I inch 20 M
AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
9. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM MOUND
FILL AREA USING DRAINAGE SWALES AS NECESSARY.
01
L
6
13'
m
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APPROXIMATE LOCATION
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ADDITIONAL NOTES:
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-ELECTRICAL WIRING NOT SHOWN
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M IV MUM -COVER OVER FORCLF MA1 N TO BE 4
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EAGL- —)NTY DEPARTMENT OF ENVIRONI(p JAL HEALTH
t
r.. _ • Box 811 6th & Broadway
Eagle, Colorado 81631
PERMIT WO. 4-33 (this does not constitute
a building or use permit)
Owner The Denver and Rio Grande Western Railroad Company
System Location Wolcott R.R. property; NE 1/4 of SW 1/4, Sec. 15, R 83 W, T4S
Licensed Contractor . Owner (E.P. Herrick, P.E.)
* Conditional Construction approval is hereby granted for a
Septic Tank or Aerated treatment unit.
Absorption area (or dispersal area) computed as follows:
Perc rate 1 inche$ in 40 minutes sq. ft.
absorption area per bedroom
# of bedrooms x sq. ft. minimum requirement
gallon
Engineer -designed greywater
system: seepage pit and
chemical toilet for RR outfit
train; water supplied by tank
car. May`we suggest compliance
with design submitted. Call
for final inspection
May we suggest compliance with design submitted.
Date May 29, 1980
Inspect
FINAL APPROVAL OF SYSTEM: 3w1h
No system shall be deemed to be in compliance the Sewage Disposal T,ra�Gvs until the assembled system
is approved prior to covering any part.
afftic Tank cleanout to within 12" of final grade or aerated access ports above grade.
Proper materials and assembly.
V /
Adequa absorption (or dispersal) area.���� G l
de compliance with permit requirements. ��`��G �'� �(' ell
Adequate compliance with County and State regulations/requirements.
J � �
Date J �) Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
* CONDITIONS:
1. All .installation must comply with all requirements of the County Individual Sewage Disposal Regulations,
adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973
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 structures not approved by the building
and Zoning office shall automatically be a violation of a requirement of the permit and cause for both
legal action and revocation of the permit.
3. Section III, 3.21frequires any person who constructs, alters, or installs an individual sewage disposal
system in a manner which involves a knowing and material variation from the terms or specifications con-
tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or
hnth
PLEASE RETURN THIS PORTION WITH YOUR SITE PLAN AND FEES
328-7.311 949-5257 927-3823
ENVIRONMENTAL HEALTH
BOX 850
EAGLE, COLORADO 81631
PERMIT FEE = $75 PERCOLATION TEST FEE = $50
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
NAME OF OWNER:
ADDRESS:
THE DENVER AND RIO GRANDE WESTERN RAILROAD COMPANY
P. 0. Box 5482, Denver, Colorado 80217
NAME OF APPLICANT (IF DIFFERENT FROM OWNER):
ADDRESS:
DESIGN ENGINEER OF SYSTEM (IF APPLICABLE): E. P. HERRICK
ADDRESS: P. 0. Box 5482, Denver, Colorado
80217
NO.
PHONE: 629-5533
PHONE:
PHONE: 629-5533, ext. 2444
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: E. P. HERRICK
ADDRESS: PHONE:
PERMIT APPLICATION IS FOR: (X ) New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED FACILITY: County Eagle Lot Size RR R.O.W.
City or Town, if within City or Town Limits
LEGAL DESCRIPTION: RR property in NE 1/4 of SW 1/4, Sec. 15, R83W, T4S
STREET (RURAL) ADDRESS:
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY? (X ) Yes ( ) No
BUILDING OR SERVICE TYPE: (Check applicable category)
( ) Residential - Single-family dwelling ( ) Residential - Triplex
( ) Residential - Duplex ( ) Residential - Quadplex
(X) Commercial - State usage RR outfit train
# Persons up to app. 30 # Bedrooms
WASTE TYPES: (Check all applicable)
( ) Commercial or Institutional ( ) Dwelling ( ) Garbage Grinder
( ) Non -domestic wastes ( X) Transient Use ( ) Dishwasher
( X) Other Sink and shower wastes ( ) Automatic Washer
SOURCE AND TYPE OF 14ATER SUPPLY: ( ) Well ( ) Spring ( ) Creek or Stream
XI�XX�XXvXRIXi�iliXXX�iXl�Xl�CI� Water supplied by tank car
If supplied by community water, give name of supplier:
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
( ) Septic Tank ( ) Aeration Plant (X ) Chemical Toilet (For human wastes)
( ) Vault Privy ( ) Composting Toilet ( ) Recycling, Potable Use
( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, Other Use
( X) Greywater ( ) Other
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO 14ATERS OF THE STATE? ( ) Yes (X ) No
Signature E Date )U
HERRICK
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
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 No. 1
LkSo pe,(z D 4 rf CT-
P1lvnu # r 28 -);-r Oms&-r\ Minutes per inch in Hole No. 2
iwu-f uw_a,4'-W Mn -J40 - Minutes per inch in Hole No. 3
FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration
Above Ground Dispersal ( ) Sand Filter
nQw,� ► rX-_ Underground Dispersal ( ) 'Wastewater Pond
d rf,S Other
1 NthA -4D lk% _ _Y r!/ 6 /V l/?- Job`._ , -.-A A D
EAGLE COUNTY ENVIRONMENTAL HEALTH
DATE REFERRED
ROUTE FORM
NAME
APPLICATION NO.
'- 1s
WCATION /E'f3 ,g� 7— 4,eS r/ J
Please review the attached application and return it and this completed form
to the Environmental Health Office.
PLAM NG- Complies with: Yes No Reviewed By
Subdivision Regulations
Zo ing Regulations
Recommend Approval
Comments:
BUILDING Set Backs
Site Z is
As:s-
Other
Recommend Approval
Comments:
EN GINEEP. • (- s
Roads
Grading
Drainage
cessary
Recommend Approval
Comments:
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0433 RR property, Wolcott JOB NAME DENVER & RIO GRANDE W RR 9--04i J1 , -f -� 1e r �(t + r--(LC6OB NO.
JOB LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
ow i ooyx [,,T C. L)�e-
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
PERMIT # 433
OWNER: Denver & Rio Grande Western Railroad
LOCATION: Wolcott - RR property
INSTALLER: Ed Herrick
Engineer designed graywater system - seepage pit
and chemical toilet for RR outfit train - water
supplied by tank car
DWELLING: Commercial (outfit train -RR)
PERC RATE: one inch/40 minutes
C';,14�oeI• r-ii-Rn Bv: Erik Edeen
JOB FOLDER Product 27S Qpp NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 014' Printed in USA.
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