HomeMy WebLinkAbout806 Cemetery Rd - 210335110002DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaalecounty.us
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM
OWTS PERMIT # BUILDING PERMIT #
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEESCHEDULE
APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 400.00
This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final
Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or
consultation is needed. The re -inspection fee is $135.00
Make all remittance payable to: Eagle County Treasurer.
Property Owner:/�i/ %6L (�e/%�/ G� (l� /✓/ Phone: 9Z� —4�% 0
A _ ..
Mailing Address: by '`
Registered Professional
' V
email
P•�. Phone:1,-b '�f E3 -M44
Applicant or Contact Person: 7-�k/ G C I L Phone:
N4lLicensed Systems Contractor:; & Z7 g-e License #
Company / DBA• 7,1W7-aO/y _fiC • Phone:
Mailing Address: 7792 email 7460
Permit Application is for: V New Installation Alteration Repair
Location of Proposed Onsite Waste ater Treatment System•
Legal Description: e���, T ,5' :5
Tax Parcel Number: �i GEL A AQ3 3 5-1/ D &*ot Size: -7 ac re.5
Assessor's Link: www.eaglecounty.us/patie/
Physical Address: im)(q Gem e
Building Type: Residential / Single
Residential / Multi Family
Number of Bedrooms:
Number of Bedrooms:
Commercial / Industrial* Type of UseAdvAO
:ei% //"l,Lf7��= 0
*These systems
require design my a Registered Professional Engineer 18/W
Type of Water Supply:y Private Well `
If Public Name of Supplier:
Applicant Signature:
Office Use Only
Amount Paid: Receipt Receipt #:
Spring Surface Public
******************
Check #: 7�G'�Date: cf'
10
ALPINE ENGINEERING, INC.
September 26, 2011
Ms. Laura Fawcett
Eagle 'County Environmental Health Department L
PO Box 179
500 Broadway
Eagle; CO 81631
RE: Minturn Cemetery District:
Septic System
Dear Laura:
Enclosed foryour review is the site plan, application and permit fee for the proposed
onsite wastewater treatment system for the Minturn Cemetery District (District) and the
Town of Minturn's public works building. Currently, there is no potable water supply or
wastewater system for the two facilities.
It is the intention of the District to provide a potable water supply system through the
installation of a well with the associated wastewater system being provided through a
6000 gallon holding tank. The District has secured an Exempt Commercial Well Permit
from the State Engineer's Office and has received approval from the -Town of Minturn for
the Watershed Permit which was previously submitted. As you will see fro 11
p it the District and the public works facility are limited in'water use 108,600
al/hr d can only use the water for potable water use and wastewater efflue
'gation use, truck washing facilities, etc. are strictly forbidden by the terms and
conditions of the well permit. Estimated water demands and a design report have been
included in the MinturnWatershed-Permit (re: enclosure):
While'a number of wastewater treatment systems were evaluated, the depth of a proposed
absorption system ruled out a traditional septic system approach., Further, AEI
investigated a dosing system approach but ruled this type of system as being somewhat
impractical due to the sensitive environmental conditions which are present i.e., the
proximity of the gravesites to ,the absorption -system. It was viewed by our office, the
District and the Town that the most practical approach would. be the installation of a
Bolding tank which would, be, monitored and maintained by the District. The`District will
contract directly'with a septic system pumping contractor for routine maintenance and
pumping.
P.O. Box 4603 • Frisco, Colorado 8044 • (970) 453,-6064 • Fa c-(70) 453-6631
The holding tank will have float controls which will monitor the tank effluent levels.. The
District currently, has a security system and modem which are monitored by Vail
Security. It is anticipated that the same security system will be utilized for" monitoring
the tank levels and a list of contacts, will be provided by the District as to when the tank
needs to be pumped. Given the small wastewater flows which will be generated by both
the District's new mausoleum and the Town's public works. facility, we anticipate that the
holding tank will only require pumping every 4-6 months. Again, the District will
contract directly with a septic system contractor and establish a pumping schedule every
2-3 months just to eliminate the need to rely on the float controls alone. Certainly, the
District's caretaker and District Administrator will be on Vail Security's list of
individuals to be notified should that need be required.
Please do not hesitate to call .our office should you have any questions or comments.
cerely,
)ames McNeil, PE
JM/la
Enclosure
_ 2
Alpine Engineering, Inc. RECEIVED ALPINE
0259 Continental Court, #205, Breckenridge, Colorado 80424
P.O. Box 4603, Frisco, Colorado 80443
PH: (970) 453-6064 FAX: (970) 453-6631 0II, T �_ 2011 ENGINEERING INC
LETTER OF TRANSMITTAL: HEALTH DEPARTMENT
%SENT
To: (X / �/Y w kbL��4 Date:
Job No.:
Job Title: Y c
Attn:
Phone:
We are sending the following items via
�•DESCRIPTION
These are transmitted:
for approval
These are transmitted:
for approval
as requested
reviewed
for your use
for review and comment
for your record
after loan to use
other
Remarks:
kid W&,-A�w
#je 4z e� 1-7 aril e-e
%.opies to:
Signed:
A P F
ENGINEERING INC.
MINTURN CEMETERY DISTRICT
WATERSHED PERMIT APPLICATION
As part of the next phase of the Minturn Cemetery District's expansion plans, the District
- would like to:
1. Expand the cemetery site to include the upper bench adjacent to the new
mausoleum.
- 2. Install a septic system.
3. Install a well, water treatment facilities and a 4-inch potable water line.
4. Extend the existing irrigation system.
5. Remove the existing metal storage sheds (2) and replace them with a new pre-
fabricated steel shed.
The above -referenced improvements are more particularly described as follows:
- 1. Cemetery Site Expansion
The upper bench, immediately adjacent to the new mausoleum, will be graded to provide
for approximately 300 additional grave sites. The site will have some asphalt paved
y paths as well as gravel paths for maintenance equipment and pedestrian access. All paths
will be ADA accessible. In order to regrade the upper bench to make it ADA accessible,
a new retaining wall will be required. The new wall will essentially parallel the existing
boulder wall which is in -place and will vary in height. The appearance of the new wall
will be similar to the existing memorial wall at the mausoleum. The regraded upper
bench will be completely revegetated.
Minturn Cemetery District Watershed Permit Application 1
U.
aw
ENGINEERING INC.
2. Septic System
Currently, there is no sanitary sewer collection system for the District's r the
WIffift. The nearest connection point for sanitary sewer service
is in Hwy 6 which is more than 1200 feet from the District's property. A connection to
the Town's sanitary sewer system would require a Hwy 6 road cut, a bridge crossing and
a bore under the existing railroad tracks. The District view the installation of a sanitary
sewer main as being cost -prohibitive.
Combined wastewater flows from the mausoleum and the Public Works building have
been estimated at 75 gpd or 0.0003 cfs. It is highly unlikely that such a minor wastewater
flow would even reach a connection point with the Town's system in Hwy 6; there is
simply not enough effluent to establish a self -cleansing velocity of 2 fps.
Given the above considerations and given the sensitive environmental concerns at the
cemetery, AEI is recommending the installation of a 6000 gallon holding tank. The
holding tank will be approximately 8-feet wide and approximately 12-feet in length. The
depth of the tank will be 8-feet deep and will have approximately 7-feet of cover over the
top of the vault. The inside and outside of the tank will have a bituminous coating to
prevent the possibility of groundwater intrusion or the leaking of sanitary sewer effluent
to the surrounding ground. Float switches will be installed in the tank which will signal
when the tank needs to be pumped. The signal will be monitored from the new
maintenance building.
AEI has reviewed several septic system approaches with the Eagle County
Environmental Health Department to determine the most efficient and environmentally
sensitive system available. They concur with the installation of a holding tank as the
most practical approach. The District will monitor and maintain the system. A plan and
profile of the proposed system has been included with this application.
Minturn Cemetery District Watershed Permit Application 2
ALPI
ENGINEERING INC.
3. Water System
The proposed water system will be comprised of a new well, water treatment facilities
and a proposed 4-inch DIP water line. A Request for Variance from the Town's Code
has been submitted with this Watershed Permit Application. A copy of the well permit
and design report for the State Engineer's Office have been included as an appendix to
this application.
4. Irrigation System
The District will extend the existing cemetery irrigation lines to provide service to the
newly established upper bench adjacent to the mausoleum. The new lines will be
installed from a tap to the existing 2-inch irrigation line.
5. Storage She
The existing storage sheds (2) at the cemetery are in a state of structural disrepair and will
be replaced with a new pre -fabricated steel building. The facility will be 200-square feet
and will be located in close proximity to one of the existing sheds.
The District will work with the Town to insure that the appearance of the building is
consistent with Town standards.
SUMMARY
The Minturn Cemetery is approximately 1250 feet from the Eagle River. The proposed
improvements will add very little impermeable area and consequently virtually no
increase in developed runoff. Historic drainage patterns will be maintained. Soil profile
holes have been drilled where the proposed maintenance building will be located and
Minturn Cemetery District Watershed Permit Application
3
INE
im
ENGINEERING INC.
where the proposed retaining wall will be constructed. The geotechnical studies will
- determine the bearing capacity of the existing soils for the construction of the proposed
structural facilities. The geotechnical reports have been included as an appendix in this
permit application.
To the best of our knowledge and belief, there are no point or non -point emissions or
discharges into the air or water. Vehicular and motorized traffic is limited to periodic
maintenance and funeral services.
Minturn Cemetery District Watershed Permit Application 4
Form No.
GWS-25
APPLICANT
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303)866-3581
WELL PERMIT NUMBER 285851 - -
DIV. 5 WD 37 DES. BASIN MD
LIC
Lot: 2 Block: Filing: Subdiv: RIVER VIEW CEMETERY
APPROVED WELL LOCATION
EAGLE COUNTY
1/4 NE 1/4 Section 35
MINTURN CEMETERY DISTRICT Township 5 S Range,81 W Sixth P.M.
806 CEMETERY ROAD % DISTANCES FROM SECTION LINES
PO BOX 297 Ft. from Section Line
MINTURN, CO 81645- Ft. from Section Line
(970) 453-6064 UTM COORDINATES (Meters, Zone: 13,NAD83)
PERMIT TO CONSTRUCT A WELL Easting: Northing:
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit
does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from
seeking relief in a civil court action.
2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval
of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation
Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-92-602(3)(b)(1) and the policy of the State Engineer for appropriation of ground water
tributary to Colorado River system.
4) The use of ground water from this well is limited to drinking and sanitary facilities as described in CRS 37-92-602(1)(c),
for a commercial business (Minturn Cemetery District Site and Town of Minturn Public Works Site). Water from this well
shall not be used for lawn or landscape irrigation or for any other purpose outside the business building structure(s).
5) The pumping rate of this well shall not exceed 15 GPM.
6) The annual amount of ground water to be diverted by this well shall not exceed 1/3 acre-foot (108,600 gallons).
7) Approved as the only well on a tract of land ,of 2.37 acre(s) described as lot no. 2, River View Cemetery, Eagle County,
reference attached exhibit "A".
8) The return flow from the use of this well must be through an individual waste water disposal system of the
non -evaporative type where the water is returned to the same stream system in which the well is located.
9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all
diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon
request.
10) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well
location on work reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be
_ accurate to 200 feet of the actual location. The location information must include a GPS location (UTM coordinates)
pursuant to the Division of Water Resources' guidelines.,
NOTE: Parcel Identification Number (PIN): 19-2103--351-10-002
NOTE: Assessor Tax Schedule Number: R053895
APPROVED
----DMW-- -- ---- —
State Engine
Receipt No. 9503461 DA'
cL �
By
SUED 06-02-2011 EXPIRATION DATE 06-02-2013
_ Form
No. GWS-7 EXEMPT PERMIT INFORMATION SHEET
6/2009 STATE OF COLORADO
OFFICE OF THE STATE ENGINEER
821 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581 Fax (303) 866-3589
INFORMATION FOR WELL PERMITS APPROVED PURSUANT TO CRS 37-92-602
(HOUSEHOLD, DOMESTIC, LIVESTOCK AND EXEMPT COMMERCIAL USES)
- Carefully read the conditions of approval on your well permit. The conditions and the information on this
information sheet must be complied with in order for the permit to remain valid.
THE PERMIT EXPIRATION DATE IS TWO YEARS FROM THE DATE ISSUED. The well must be constructed and
- evidence of it's construction must be received by this office in the form of a Well Construction and Test report from
the well construction contractor confirming that the well was constructed prior to expiration of the well permit. The
well permit number is located in the upper right hand corner of the permit, and the expiration date is located in the
lower right hand corner. The expiration date of the permit may be extended one year at a time at the discretion of
the State Engineer for good cause shown. If an extension of time is necessary to construct the well, a written
request for the extension of time must be received by this office prior to the expiration date of the well
permit. In,the request, you must provide the well permit number, your name and mailing address and the
reasons why the well has not been constructed and approximately when it will be constructed.
Water well construction and pump installation contractors are specifically licensed in Colorado to perform these
specialized tasks. It is illegal for contractors who do not hold these licenses to construct wells and/or install pumping
equipment in or on wells. The well must be constructed and the pump installed by contractors with current
license(s) issued by the- State of Colorado unless exempted as described on the reverse: side. _Please _ask to see
their license(s). Backhoe Operators and Licensed Plumbers may or may not hold the respective Well Construction
and/or Pump Installation licenses. Please be aware of this when you contract to construct the well and install
pumping equipment. The well construction report including a test of the well yield must be submitted to the office of
the State Engineer within sixty (60) days of completion of the work or within seven days after expiration of the
permit, whichever is earlier. The pump installation report including a pumping system test must be submitted within
sixty (60) days of completion of the work. The contractor(s) must provide you with a copy of the work report(s) filed
with the State Engineer. The Well Construction and Test Report, Form Number GWS-31 and the Pump Installation
and Test Report, Form Number GWS-32 are available from the Division of Water Resources offices. Additional
information regarding well construction, pump installation, required testing and well plugging and sealing regulations
are found on the reverse side of this sheet.
- You have been provided with at least two copies of the well permit. Keep a copy for your records. There is
also a copy for the pump installation contractor. Copies have been sent to the driller if you indicated a driller
license -number-on the application, or two additional°' copies have"been enclosed'. 'You 'm`ay'm`ake additional
copies for the well construction contractor if you select one different from the one indicated in your application.
The original permit is on file in the Denver office Records Section. Copiesmay be obtained for a fee of 50 cents per
page. Statutes require that any change of mailing address or ownership be reported to the State Engineer. Form
number GWS-11 is used both by new owners to report ownership changes and current owners to report address
changes.
If you have questions, contact the Denver Office, or the Division Office in the area where your well is located.
Division 1
Division 2
Division 3
Division 4
810 9t' St. 2"d Floor
310 E. Abriendo Ave Ste B
301 Murphy Drive
1871 East Main St.
Greeley, CO 80631
Pueblo, CO 81004
Alamosa, CO 81101
Montrose, CO 81401
(970) 352-8712
(719) 542-3368
(719) 589-6683
(970) 249-6622
Fax 970 392-1816
Fax 719 544-0800
Fax 719 589-6685
Fax 970 249-8728
Division 5
Division 6
Division 7
Denver Office
Direct mail to Box 396
Direct mail to Box 773450
160 Rock Point Dr., Ste. E
1313 Sherman St. Rm. 818
Glenwood Spgs CO 81602
505 Anglers Dr. Suite 101
Durango, CO 81301
Denver, CO 80203
50633 U.S. Hwy 6 & 24
Steamboat Spgs, CO
(970) 247-1845
(303) 866-3581
Glenwood Spgs., CO 81601
80477
Fax (970) 259-0944
Fax (303) 866-3589
(970) 945-5665
(970) 879-0272
Fax (970) 945-8741 Call first
Fax (970) 879-1070
= r
;ALP,IN-E EN'GINEERI.NG,.1NC.
COLORADO DIVISION OF WATER RESOURCES Office Use Only Form GWS-45 (0712009)
DEPARTMENT OF NATURAL RESOURCES
1313 SHERMAN ST, RM 818, DENVER, CO 80203
phone - info: (303) 866-3587 main: (303) 866-3581
fax: 303 866-3589 http://Www.water.state.co.us
GENERAL PURPOSE
Water Well Permit Application
Review instructions on reverse side prior to completing form.
The form must be completed in black or blue ink or typed.
1. Applicant Information
6. Use Of Well (check applicable boxes)
Nameofaappplilicaant;
/�i� �v / �'�ly�i'�►e` "✓ rj/u�
Attach a detailed description of -uses applied for.-
❑ Industrial ❑ Dewatering System
El Municipal ❑Geothermal (❑ production or El reinjection)
El Irrigation
Commercial ❑ Other (describe):
Mailing address A�l ,,,,[[er A2
SO& (�iel%l2/'� Fe. i9x �/ T
city
y
sWc�tgO
Zip code
7. Well Data (proposed)
Mabmum pumping rate Annual amount to be withdrawn
S gp m
acre-feet
T le hone# E-mail (Optio al)
j L 9 L
!(�
2. Type Of Application (check applicable boxes)
Construct new well .
❑ Replace existing well -
Use existing well
❑ Change or increase use
❑Change source (aquifer)
❑ Reapplication (expired permit)
❑ COGCC well
❑ Other:
Total depth
/�
f F�76 feet
Aquifer
8. Land On Which Ground Water Will Be Used
Legal Description (may be provided as an attachment):
AR-Al--44iyt--N7-s
3. Refer To (if applicable)
Well permit# ��
Water Court
4. Location
County
C
Well name or#,�
Well (important! See Instructions)
(If used for crop irrigation, attach a scaled map that shows irrigated area.)
1/4 of the 1/4 A. # Acres /� B. Owner_
Secao�� 1 owns N orV Range E or W _ Principal Meridian
❑ ❑ 13f�( 1L C. List any other wells or water r used on this land:
Dist e ofll from ,Isecfon fines (se on fines are ty tcally not property Ii
from N ❑ S i ��F I Ft fromXE ❑ w 9. Proposed Well Driller License #(optional):
For replacement wellsony— distanceanddirectionfromoldwelltonewwell 10. Signature Of Applicant(s) Or Authorized Agent
- feet direction The making of false statements herein constitutes perjury in the second
Well location address (Include City, State, Zip) Check if well address is same as in Item 1. degree, which is punishable as a class 1 misdemeanor pursuant to C.R.S.
24-4-104 (13)(a). I have read the statements herein, know the contents
thereof and state that they are true to ffiy knowledge.
Sign here (Mus�t original signature) Date
Optional: GPS well location information in UTM format You must check GPS unit for t f V ,,g—
required settings as follows
Format must be UT'M
❑ Zone 12 or ❑ Zone 13 Fasting
Units must be Meters
^� Datum must be NAD83 Northing
Unit must be set to true north
Was GPS unit checked for above? ❑ YES Remember to set Datum to NAD83
5. Parcel On Which Well Will Be Located
(YOU MUST ATTACH A CURRENT DEED FOR THE SUBJECT PARCEL'
A. Legal Description (maybe pro
v(jde
d
as an attachment):
/
B. # of acres in50T
INz
D. Will this be the only well on this
E. State ParcellD#(opfional):
Print na title
�c.6_7
Office Use Only
USGS map name
C. ownnerr(�/7
Gt rH
/Y
«/
AOUAMAP
l
Y
WE
YES ❑NO(ifno—listothetwells)
WR
CWCB
TOPO
MYLAR
SB5
DwR map no. Surface elev.
ceipt area only
DIV_ VVD BA_ MD
Colorado Division of Water Resources
1313 Sherman St. Rm. 818
Denver, CO 80203
(303) 866-3581
_ http:/Iwater.Mte-co.us/default.htm
Application Receipt No.
Applicant's Name:
COMMERCIAL DRINKING AND SANITARY WELL WORKSHEET
r� g
Name and Type of Business P1.. �'��` f � �� �� �� � �
1. I t is application for a new well? -
_ Yes
No If no, is this application for a change of use for an existing well?
_ Yes Permit Number of well (if applicable)
_ No For wells used for drinking and sanitary purposes _ prior to May 8, 1972, a field
inspection of the well to verify historic uses is required. See form GWS-12
Registration of Existing Well for further information.
2. Is another source of water available to the property? (i.e. water district or another well)
Yes If yes, indicate what this other'source is (name of water district or well permit number)
No
3. Type of disposal system:
Septic tank/absorption leach field
Central System (district name:)
Vault (location sewage hauled to: }
Other (attach copy of engineering design)
- 4. Water Demand Calculations (for average factors for water demand see below)
- Employees
Number of
Employees
X
Number of Gallons
per Employee per Day
X
Number of Days
Employee Works per Year
=
Gallons per Year
X
X
..�
_
Customers
Number of
Customers per Day
X
Number of Gallons
per Customer
X
Number of Days Business
is Open per Year
=
Gallons per Year
X
/lt�
X
=
Ofher [•ices (NntP- NO uses outside of the building would be permitted for these types of wells)
Type of Use
X •
Gallons per Use per
Day
X
Days per Year
=
'Gallons per Year
.�
X
�-
X�--
A
B
l
C
Total amount of water required:
Gallons per Year
(A+B+C)
O
For wells used for commercial 'drinking and sanitary purposes on and after May 8, 1972, the total water demand cannot exceed
108,600 gallons (113 of an acre-foot) per year.
For wells used for commercial drinking and sanitary purposes prior,to May 8, 1972, the total water demand cannot exceed
325,900 gallons (1 acre-foot) per year.
General Guidelines for Water Demand.in Gallons per Day
Day workers at Offices — 15 gallons/person/day
n Food Service Establishments (with toilet and kitchen wastes) — 10 gal)ons/patron/day
Churches (does not include food service).— 5 gallons/seat/day
_ Overnight Lodging — 50 gallons/customer/day
Dn-Site Proprietor of Overnight Lodging (i.e. on -site owner of a Bed & Breakfast) — 80 gallons/person/day
Xddc tioral-eFater-demand-figures-rtray-be obtained-ff m---a-private-water consu}tant orfroma technicaLreference_on-this-subject. GWS-57
11 /99
WELL PERMIT
APPLICATION REPORT
FOR THE
MINTURN CEMETERY DISTRICT
MAY 2011
Prepared for: Minturn Cemetery District.
PO Box 297
Minturn, CO 81645
Prepared by: Alpine Engineering, Inc.
P.O. Box 4603
Frisco, CO 80443
(970)453-6064
TABLE OF CONTENTS
I. LOCATION .................................................... :............................................................... I
II. PROJECT NECESSITY..................................................................................................1
III. PROPOSED IMPROVEMENTS.....................................................................................3
IV. WATER USAGE.............................................................................................................4
i
i
I
_ s -
I
May 201-1 Mintu�Cemetery Well Pernut App&ation Report i
I. LOCATION
The Mintum River View Cemetery is located in the NE 1/ of Section 35, Township 5 South,
Range 81 West of the 6th Principal Meridian in Eagle County, Colorado. The cemetery site has
been re -platted over the years and is currently comprised of Lots 1, 2 and 3 and Parcel A. The
proposed well site is currently located in Lot 2 which was formerly the Addition to the River
View Cemetery located in the North 1/2 of the Northeast 1/ of Section 35, Township 5 South,
r' Range 81 West of the 6ti' Principal Meridian in Eagle County, Colorado. The property was
conveyed to the Cemetery District in 1967 and recorded in Book 211, Page 705. A deed
conveying this property to the Cemetery District and a legal description have been included as
part of the application package.
i
_ The Minturn Cemetery site is situated on the east side of Highway 6 and the Eagle River. The
cemetery site is bounded on the southwest by the Union Pacific Railroad and associated 200-foot
right-of-way, on the north, east and west (Parcel 7) by the Town of Minturn and on the southeast
by the Town of Minturn's Public Works building. The Cemetery site is approximately 1200 feet
from the intersection of Highway 6 and Cemetery Road (Ballpark Rd).
H. PROJECT NECESSITY
As previously stated, the River View Cemetery and the Town's Public Works building are
r, located on the east side of Highway 6 and the Eagle River. The sites are approximately 1200 feet
from an existing intersection with Highway 6. Currently, there are no water or sanitary sewer
services available on the east side of the river. The available connection points are located in the
Highway 6 road platform.
May 2011 wlint=-CemeteryWeIl Permit Application Report _ 1
In the fall of 2010, construction of a new cemetery mausoleum was completed and
included the installation of a mausoleum restroom with a sink and toilet. The infrastructure to
connect the water and sanitary sewer facilities was installed at the time of construction but,
lacking a source of potable water, the restroom cannot be used nor can the restroom in the Public
Works building be used.
The District and the Town have evaluated the cost to extend the water and sanitary sewer
lines the 1200 feet from Highway 6. Inasmuch as these costs would include crossing the Eagle
River and boring under the Union Pacific Railroad tracks the construction costs became
prohibitive. The District also evaluated the possibility of installing a potable water storage tank
T, and purchasing the water from a commercial provider. This system would require the installation
of a water distribution pumping system with associated alarms and controls. This approach
presented numerous construction and operational issues. The cemetery site is limited in available
space as much of the site is currently allocated for existing and future gravesites. The amount of
space necessary to bury a water storage tank is prohibitive. Further, we anticipate the water
demands for the Cemetery and the Public Works building as being exceedingly low. The issue of
the stored potable becoming stagnant, over time, is viewed as acute and would necessitate the
need to retrofit the existing bathrooms in the mausoleum and the Public Works building with i
some sort of UV disinfection system. Inasmuch as the proposed water facilties will be located on
Cemetery District property and infrequently used, inspection and monitoring of water storage
levels and water quality would be difficult.
To that end, the District feels that the most reliable and efficient means of providing water
i
is through a well system. Depending on the well water quality, sufficient disinfection facilities will
be installed to comply with all State requirements. It is hoped that the Town, in consideration of
2
Mintum Cemetery Well Pcmn t Application Report
a potential connection, will help maintain the system. If the Town does not wish to assume the
responsibility, the District will contract with a licensed operator to provide monitoring and
maintenance for the facilities.
Wastewater services will be provided through an on -site septic tank and absorption field.
The infrastructure to accommodate sanitary sewer flows is currently in place and will be sized to
serve the mausoleum and the Public Works building. The septic system will be located on
Cemetery District property and will be designed and constructed under the auspices of the Eagle
County Environmental Health Department. All of the required easements and intergovernmental
agreements between the Town and the District will be provided as required.
M. PROPOSED IMPROVEMENTS
Currently, power, phone and gas service are available to the Cemetery site. The nearest
water and sanitary sewer facilities are located in Highway 6, approximately 1200 feet from the
Cemetery site. It is cost -prohibitive to extend these utilities to the site. To that end, the District
would like to install a well, on its property, to provide water service to its newly constructed
mausoleum and if possible the Town's Public Works building which currently has no water or
sanitary sewer facilities.
The newly constructed mausoleum has a single restroom with provisions for potable water
and a single toilet. The on -site water and sanitary sewer infrastructure was installed as part of the
y mausoleum construction and was designed to provide future service not only to the mausoleum
_ but to the adjacent Public Works building. While the Public Works building is clearly on Town
property, its proximity to the common property line with the Cemetery would suggest that
~ inclusion of the Town's facility be incorporated in the Cemetery District's well permit application.
May 2011 Mintarn Cemetery Well Permit Application Report 3
ALPINE ENGINEERING,INC.
February 2,2012
Ms.Laura Fawcett
Eagle County Environmental Health
P.O.Box 179
Eagle,CO 81631-179
RE:Permit No.OWTS-9-11-6170
Letter of Certification
Dear Laura:
Enclosed for your review is the as-built plan and this Letter of Certification for the
above-referenced permit which provides for a 6000-gallon concrete holding tank with
access manholes (2),steel vent pipes (2),cleanouts and all necessary appurtenances to
provide sanitary sewer service to the new Minturn Cemetery mausoleum and the existing
public works building.The facilities were installed be the General Contractor,Icon
Construction,Inc.and inspected by our office.
The as-built plans depict those elements of the design which have actually been installed
as well as the actual dimensions (inside)of the vault.Per the as-built plan the actual
storage volume is 6,994 gallons which is certainly more than the permitted volume of
6000 gallons.The 4-inch PVC telemetry conduit has been installed but the signal wire,
control panels and float switches cannot be installed until the new maintenance building
is erected and Xcel provides power to the site.We anticipate that the building will be
completed within the next several weeks but we do not anticipate Xcel providing the
power until sometime this spring,weather permitting.Until such time as the power is
provided to the site the installed facilities cannot be used.
Edwards Business Center'P.O.Box 97 •Edwards,Colorado 81632 •(970)926-3373 •Fax (970)926-3390
Inasmuch as the primary components of the sanitary sewer system have been installed we
certify that to the best of our knowledge and believe the facilities were installed in
accordance with the project plans and specifications.Project photographs have
previously been provided to your office.
Should you have any questions or comments,please do not hesitate to call our office.
Sincerely,
cNeil,PE
2
Subsequent to the well drilling, the well characteristics and the water quality will be
analyzed to determine the appropriate water disinfection requirements. The District is aware that
the pumping requirements for a Commercial exempt/small capacity are limited to drinking and
sanitary purposes only. Water usage is limited'to 1/3 acre-feet annually (108,600 gal).
Ultimate discharge of sanitary sewer waste for the mausoleum and the Town's Public
Works building will be to an on -site septic system with an absorption field. The facilities will be
installed by a licensed septic system installer under the auspices of the Eagle County
Environmental Health Department.
T IV. WATER USAGE
Projected water demands for a Commercial exempt/small capacity well have been
estimated per the form GSW-57 worksheet and included as part of the application package. For
estimating purposes we have included water consumption demands for the mausoleum use as well
- as the Public Works building.
In estimating water demands for the Pubic Works building, we have been informed by the
1
Town that there are currently three (3) employees that use the facility. To accommodate future
growth we have estimated water demands for five (5) employees which is shown under 4.
EMPLOYEES on the GSW57 worksheet.
Water usage for the mausoleum has been estimated at three (3) funerals per year (District
records) with 12 attendees per funeral (36 total per year). For demand estimates, this translates
to 1 person per day for 365 days and is shown under 4. CUSTOMERS on the GSW-57
worksheet.
May 2011 Minturn Cemetery. Well Permit Application Report 4
Total annual demand for the mausoleum and the Town's Public Works building are
24,600 gallons per year (0.08 ac/ft per year). In accordance with the requirements for a
Commercial exempt/small capacity well permit, water consumption is limited to drinking and
sanitary purposes only.
May 2011 Mintarn Cemetery Well Permit Application Report
5
.Fib NO. IW95A
AUG I7ST22, 2011
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY
.....................
_ -
PROPOSED CONSTRUCTION_......
..........................................................................
- 1 -
SITE CONDITIONS
.......................
FIELD EXPLORATION
.......................................:........_.............
- 2
SUBSURFACE CONDITIONS
........................................
3-
DESIGN RECON&JENDATIONS
.................
FOUNDATIONS
4
....................................................................................................
FLOOR SLABS
_ _
......................................................................................................
SURFACEDRAINAGE
- 5-
.........................................................................................
LIMITATIONS..........................................................................................................
- 6-
FIGURE I - LOCATION OF EXPLORATORY BORINGS
FIGURE 2 - LOGS OF EXPLORATORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS
FIGURE 5 - GRADATION TEST RESULTS
TABLE I - SIJMIVIARY OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed•maintenance building to
be located at River View Cemetery, Cemetery Lane, Minturn, Colorado. The project site
T is shown on Figure 1. The purpose of the study was to develop recommendations for
foundation design. The study was conducted in accordance with our agreement for
geotechnical engineering services to Alpine Engineering, dated July 7, 2011. The
agreement was verbally modified by Jim McNeil to include an additional boring and
design parameters for a proposed mechanically stabilized earth (MSE) retaining wall.
r, A field exploration program consisting of exploratory borings was conducted to obtain
information on the subsurface conditions. Samples of the subsoils obtained during the
field exploration were tested in the laboratory to determine thei classification,
compressibility or swell and other engineering characteristics. The results of the field
exploration and laboratory testing were analyzed to develop recommendations for
foundation types, depths and allowable pressures for the proposed building foundation.
r Recommended design parameters for the MSE wall are included in the report. This
report summarizes the data obtained during this study and presents our conclusions,
T, recommendations and other geotechnical engineering considerations based on the
proposed construction and the subsurface conditions encountered.
PROPOSED CONSTRUCTION
The maintenance building will be located near an existing shed in the northwest portion
of the cemetery as shown on'Figure 1. The building will be a single story steel frame and
metal pre-engineered structure about 10 feet by 20 feet in plan size. The floor will be
slab -on -grade. We assume excavation for the building will have cut depths from about 3
to 5 feet below the existing ground surface. For the purpose of our analysis, foundation
loadings for the structure were assumed to be relatively light to moderate and typical of
the proposed type of construction.
_ Job No. III I95A
orteCI"1
-2-
The MSE wall will replace an existing boulder wall located about 400 feet southeast of
the maintenance building site along the east side of Cemetery Circle. The wall will retain
fill and be from about 4 to 12 feet tall.
If building or wall loadings, location or grading plans are significantly different from
those described above, we should be notified to re-evaluate the recommendations
contained in this report.
SITE CONDITIONS
The maintenance building site is in the northwest portion of the cemetery where two
existing sheds are located. The ground surface has apparently been cut some. The terrain
is strongly sloping down to the southwest. Elevation difference across the assumed
building area is about 3 or 4 feet. Vegetation consists of grass and weeds with scattered
trees.
At the MSE wall site, the terrain is moderately steep sloping down to the southwest. The
existing boulder wall in this area, along the east side of Cemetery Circle, is about 4 to 5
feet tall.
FIELD EXPLORATION
The field exploration for the project was conducted on July 14, 2011. Two exploratory
borings were drilled at the locations indicated on Figure 1 to evaluate the subsurface
conditions. Boring 2 was drilled at the proposed maintenance building site as shown on
Figure 1, and Boring 1 was drilled at the proposed MSE wall site located about 400 feet
to the southeast. The borings were advanced with 4 inch diameter continuous flight auger
powered by a truck -mounted CME-45B drill rig. The borings were logged by a
representative ofHepworth-Pawlak Geotechnical, Inc.
Job No. 111 195A " lgtevch
-3-
Samples of the subsoils were taken with 1 % inch and 2 inch I.D. spoon samplers. The
samplers were driven into the subsoils at various depths with blows from a 140 pound
hammer falling 30 inches. This test is similar to the standard penetration test described
by ASTM Method D-1586. The penetration resistance values are an indication of the
relative density or consistency of the subsoils. Depths at which the samples were taken
and the penetration resistance values are shown on the Logs of Exploratory Borings,
Figure 2. The samples were returned to our laboratory for review by the project engineer
and testing.
SUBSURFACE CONDITIONS
Graphic logs of the subsurface profiles encountered at the site are shown on Figure 2.
The subsoils encountered, below minor gravel fill in Boring 2, consisted of medium dense
to occasionally loose, typically clayey silty sand with gravel and cobbles that extended
down to the drilled depths of 15 and 20 feet. The soils occasionally graded to slightly
silty sandy gravel.
Laboratory testing performed on samples obtained during the field exploration included
natural moisture content and density, grain size analyses, and liquid and plastic limits.
Results of swell -consolidation testing performed on a relatively undisturbed drive sample
of the clayey silty sand soils presented on Figure 4, indicate low to moderate
compressibility under conditions of loading and wetting. Results of gradation analyses
performed on small diameter drive samples (minus 1 %z inch fraction) of the coarse
granular subsoils are shown on Figure 5. The laboratory testing is summarized in
Table 1.
No free water was encountered in the borings at time of drilling. The subsoils were
slightly moist to moist.
Job No. 111 195A H�teCh
-4-
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory borings and the
nature of the proposed construction, we recommend the building be founded with spread
footings bearing on the natural granular soils.
_ The design and construction criteria presented below should be observed for a spread
footing foundation system.
1) Footings placed on the undisturbed natural granular soils should be
designed for an allowable bearing pressure of 2,000 psf. Based on
experience, we expect settlement of footings designed and constructed as
discussed in this section will be about 1 inch or less.
_ 2) The footings should have a minimum width of 18 inches for continuous
walls and 2 feet for isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover above their bearing elevation for frost protection.
Placement of foundations at least 48 inches below exterior grade is
typically used in this area.
4) Continuous foundation walls should be reinforced top and bottom to span
local anomalies such as by assuming an unsupported length of at least 12
feet. Foundation walls acting as retaining structures should also be
designed to resist a lateral earth pressure corresponding to an equivalent
fluid unit weight of at least 50 pcf for the on -site soils as backfill. An
underdrain should be provided behind retaining walls to prevent build-up
of hydro -static pressures.
5) All existing fill, topsoil and any loose or disturbed soils should be removed
and the footing bearing level extended down to the firm natural granular
soils. The exposed soils in footing area should then be moistened and
compacted.
Job No. III 195A
Ge tech
_ 6) A representative of the geotechnical engineer should observe all footing
r excavations prior to concrete placement to evaluate bearing conditions.
FLOOR SLABS
The natural on -site soils, exclusive of topsoil, are suitable to support lightly loaded slab -
on -grade construction. To reduce the effects of some differential movement, floor slabs
should be separated from all bearing walls and columns with expansion joints which
allow unrestrained vertical movement. Floor slab control joints should be used to reduce
damage due to shrinkage cracking. The requirements for joint spacing and slab
reinforcement should be established by the designer based on experience and the intended
- slab use. A minimum 4 inch layer of relatively well graded sand and gravel, such as road
base, should be placed beneath slabs for subgrade support, This material should consist
of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 12%
_ passing the No. 200 sieve.
_ All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on -site granular soils devoid of topsoil and oversized rocks, or a suitable
granular material such as road base can be imported.
SURFACE DRAINAGE w
The following drainage precautions should be observed during construction and
maintained at all times after the building has been completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95% of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas.
Job No. 111 195A Gg�tech
-6-
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 12 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
MSE WALL PARAMETERS
The on -site granular soils appear suitable for support and backfill of the proposed
mechanically stabilized earth (MSE) retaining wall. For the wall design, an angle of
internal friction of 30 degrees, cohesion of zero and a moist unit weight of 125 pcf can be
used for in -situ and compacted conditions. The plus 4 inch size rocks should be removed
from the backfill. The backfill soils should be evaluated for standard properties and shear
strength at the time of construction.
_ Imported granular soils such as CDOT Class 1 structure backfill material are also suitable
as the wail backfill. For CDOT Class 1 structure backfill material, an angle of internal
friction of34 degrees, cohesion of zero and a moist unit weight of 130 pcf can be used for
the wall design.
The backfill should be compacted to at least 95% of the maximum standard Proctor
density at a moisture content within about 2% of optimum. The backfill placement
should be observed and tested for compaction tested on a regular basis.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty either
express or implied. The conclusions and recommendations submitted in this report are
based upon the data obtained from the exploratory borings drilled at the locations
Job No. I11 195A t.gtech
-1 -
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NEAR PUBLIC WORKS BUILDING. �Arn ^a,`�
111 195A 1H
Cp7 ISC�'i LOCATION OF EXPLORATORY BORINGS Figure 1
Ha worth—Pawlak c;.. hnleal
LEGEND:
-
o• FILL; gravel for storage area. Encountered at Boring 2.
SAND (SC-SM); clayey, silty, typically gravelly, with scattered cobbles to occasionally sandy gravel, loose to
medium dense to loose, slightly moist to moist, mixed browns.
Relatively undisturbed drive sample; 2-inch I.D. California liner sample.
Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586.
10/12 Drive sample blow count; indicates that 10 blows of a 140 pound hammer failing 30 inches were
required to drive the California or SPT sampler 12 inches.
NOTES:
1. Exploratory borings were drilled on July 14, 2011 with 4-inch diameter continuous flight power auger.
2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan
provided.
3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided.
— 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the
method used.
5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between
material types and transitions may be gradual
6. No free water was encountered in the borings at the time of drilling. Fluctuation in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DID = Dry Density (pcf)
+4 = Percent retained on the No. 4 sieve
-200 =Percent passing No. 200 sieve
LL = Liquid Limit (%)
PI = Plasticity Index (%)
111 195A I C7.1E3Cri j I LEGEND AND NOTES Figure 3
Hepworth—Pawlatt Geotechnfcal 11 I
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I TIME READINGS I U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
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DIAMETER OF PARTICLES IN MILLIMETERS
CLAYTO SILT SAND GRAVEL
RNE MEDIUM CCOBBLES
OARSE FWE cnnasa
Gravel 12 % Sand 61 % Silt and Clay 27 %
Liquid Limit 22 % Plasticity Index 6 %
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Sample of: Slightly Silty Sandy Gravel
From: Boring 2 at 2 Feet
111 195A G&te<: ] GRADATION TEST RESULTS JFIGURE 5
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DESIGNED JM
DRAWN DL
CHECKED JM
JOB NO. 78209.3
DATE 10/6/2011
N0.
DATE
REVISIONS
BY
RIVE R VIE W C E METE RY
MINTURN, COLORADO
SEPTIC SYSTEM PLAN
AS —BUILT PLAN
/
(SEAL)
ALP! iTE
ENGINEERING INC
0259 CONTINENTAL COURT, #205
BRECKENRIDGE, COLOO 80424
FRISCO, COLORADO 80443
P.O. BOX 4603 COL
0 970 453-6064 FAX 453-6631 •
3
11 26 2011
SEPTIC SYSTEM
JM
2 1 2012
AS —BUILT PLANS
JM
PROJECT Catic-4-L4
PROJECT PROJECT CONTACTS
project description
start comowdoop
date task/action follow-up date date
documents enclosed
notes
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