HomeMy WebLinkAbout17 Ranch Rd - 194105100003Professional services
October 16, 2012
VIA Hand Delivery
Eagle County Building Department
P.O. Box 850
Eagle, CO 81631
Reference: Piney Valley Ranches
Outhouse structure and septic system
17 Ranch Road, Wolcott, CO
Dear Building Department:
ff -,L,LG
876 Mesa Drive
P.O.B. 3644
Eagle, CO 81631
Direct 970-471-2121
Fax 970-328-0875
brockcons ulting @centurytel. net
This letter is to clarify the proposed structure on the Piney Valley Ranch Trust (Ranch),
Parcel Number 1941-051-00-003, located in a remote part of the ranch, listed as 17
Ranch Road, about 8 miles north of
There is an existing 806 SF staging cabin used for guide and outfitter use on the ranch
since about 1980. The structure is not inhabited and does not have running water or
toilet facilities. A proposed agricultural storage building foundation is to be converted for
a bathroom/water closet structure for use by ranch hands and guests. A separate
OWTS permit is being applied for it.
Residential properties are approximately 2 miles away with their related
accommodations.
Please feel free to call me to discuss any planning or building code issue.
Sincerely,
Vern L. Brock, P.E.
Colorado Reg. # 30511
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
NmnA eaolecouotv.us
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
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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 00.00
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 $135.00
Make all remittance payable to: Eagle County Treasurer.
Property Owner: �1 t L�YT U l�1 1 L� ��uCN i `"`Phone: 4 M6 '" 37� JA � — 16 b
Mailing Address: P C� ,D 46o, Iit 1--Va Q �G�'1 6 email !)"C_ ✓LCV � � l� �G�
Registered Professional Engineer: ll Q.� 1 L. V�--Phone:
Applicant or Contact Person: U RN LPhone: 441 7 2 1 Z 1
Licensed Systems Contractor: �LQla C7C r License #
�p -rr Phone:4— Gy QZ___ , S0
Company / DBA: T�4.rAa n'Y
Mailing Address:
% f(p�__email mr_ 6�''+s
Permit Application is for:
Location of Propo<
Legal Description:
W
New Installation Alteration Repair
Tax Parcel Number: I q 41— 0151 `r b0—00—S
Assessor's Link: www. ea;;lecounty.us/patie/
Lot Size: Oe-)
Physical Address: I'7 aA Cry 966u4 w�(CA ' Co �rtGSS
Building Type: Residential / Single Family Number of Bedrooms.
Residential / Multi Family Number of Bedrooms:
'
Commercial /Industrial* Type of Use: i lc�� �•,�' fwvl5
*These systems require design my a Registered Professional Engineer
Type of Water Supply: AZ,, Private Well Spring Surface Public
If Public Name of
Applicant Signature: _
l=�k$=-k8=�k>k:k%kh:�F%k****>fX=��k>FX->K�•:,••�k�i=X=�%1�=K'�i�%i�>h•M�k•k>kek•kx�'>k�k�xxxx.
Office Use Only Date:
Amount Paid: Receipt #: Check #:
BROCK CONSUL'1o'INC, LLC
Professional Services
OCTOBER 16, 2012
PINEY VALLE'RA JCHESWOLCOTT. COLORADO
17 RANCH ROAD
P N 1941-051-00-003
DESIGN CALCULATIONS FOR ABSORPTION TRENCH SYSTEM
ra REFERENCES i
P.O. BOX 3644
Eagle, CO 81631
Cell 970-471-2121
Fax 970-328-087
Individual Sewage Disposal Systems, Colo. Dept. of Health, Amended
9/15/2004
Eagle County Regulations for Individual Sewage Disposal Systems (ISDS)
Infiltrator Chamber Systems Septic Design and Installation, Current Edition
Because of the site conditions and gis designedhfor butureTrench
expans on and
recommended for this site. Thissystem
permitting without compromising the site!
DESIGN FLOWS
The proposed water closets will be used for varying seasonal use as a part of outfitter
operations and guide services. The anticipated use is 20 guests per day, Recreational
& Seasonal, Day Camp use only. Loading 15 gal/day/guest (per Chapter IV Table)
The shower is for occasional mishaps of people needing a shower after a ride or other
"once a day" type use. Assumed 1 hour (100 gal/fixture/hour) (allows for 7 showers)
All fixtures will be low water use.
Current Proposed flows: 300 gal/day
Guests: 20 X 15 gal/day/guest * = 100 gal/day
Shower: (use Delta model 75155 shower head, 1.5 gpm or equal )
Additional future use sizing:
Caretaker cabin/trailer, # of bedrooms = 1 150 gal/day
Oave = 1 bdrms x 2 persons/bdrm x 75 gallons/person/day = g y
Q = total design flow Q = 550 gpd
This is considered very conservative because the guests do not stay — only passing
through!
Page 1 of 5
SEPTIC TANK
Volume = Qmax/24hrs x 30hrs Detention
V = 825/24 X 30 = 1,031 gallons
Use 1,500 Gallon (2 compartment) Valley Precast or equivalent. First compartment
1002 gal, second compartment 503 gallons. See drawing.
ABSORPTION AREA
Design percolation rate was calculated to be T = 17 MPI (minutes per inch)
Based on a Percolation rate of 17, and S 34 Sandy Loam to Loam, a Long Term
Acceptance Rate (LTAR) of 0.72 GAL/Day/sf is shown in the table (CDPHE, pg ) as
acceptable.
A = Q/LTAR
A = 550/0.72 = 764 sf
As a double check,
Using Eagle County & CDPHE Equation A=Q/5 Xti't: A = 550/5 X -N"17 = 454 sf
For conservancy, this design to use 764 SF.
INFILTRATOR CHAMBER SYSTEM IN SERIAL TRENCH DISTRIBUTION
State Reduction for Trenches in Chamber System is 50%
Square Feet per chamber is 10.0 (Quick 4) 30"x48"
Final Absorption Area Required = 764 (0.50) = 382 sf
Number of Chambers = Req'd Area/10.0 sf/chamber = 382/10 = 38 Chambers
Given site conditions, Use 2 Rows of approx. 20 Chambers each.
Product to be Infiltrator Systems, Inc. "Quick 4" Chambers
INSTALLATION
Install all components to the required setbacks required by regulations. No over
excavation allowed for septic tank. Install septic tank level. Install the delivery pipe
from the residence to the septic tank and septic tank to absorption trench. All pipe to
be minimum 2% slope, Schedule 40.
Insulate under driveway with 2" rigid insulation. Install chambers level. Connect relief
pipe from trench to trench per plans. Backfill and compact the pipe trench, septic
tank, and chambers to manufacturerspecifications.
child pCover
oof (1'OOpb.ction Min lids with
maximum 8-inches of soil. All covers hal
Page 2 of 5
NOTES:
1. All installations shall meet the rules and regulations of the Eagle County
Environmental Health Division, Chapter 4, Individual Sewage Disposal
Systems,
2. The building sewer line from the house to the septic tank shall have a maximum
slope of/4 inch per foot. Bends in the building sewer shall be limited to 45
degrees.
3. The septic tank shall be installed level. The tank shall have removable covers
or manholes to within 8 inches of the finished grade, for inspection and
cleaning.
4. Strip all topsoil in absorption bed area. Reuse for vegetative cover.
5. Excavate three (3) feet wide trenches where possible. The horizontal distance
from sidewall to sidewall between the trenches shall be a minimum of six (6)
feet.
6. The bottom and the sidewalls of the trenches shall be raked to eliminate
smearing.
7. Assemble and install the Infiltrator Chambers in the trenches according to the
manufacturer's recommendations.
8. Backfill the sidewall area with sandy soil for proper support.
9. Backfill the trenches with a minimum of 12 inches of tamped soil cover.
10. Avoid vehicle traffic over the system.
11.The Septic System Installation shall be inspected by the Design Engineer prior
to Backfill.
MINIMUM DIMENSIONS TO FACILITIES
ACTUAL
(MIN. REQUIRED)
SEPTIC TANK TO BUILDING
15 FT
30 FT
(5 FT)
(10 FT)
SEPTIC TANK TO WATER LINE
SEPTIC TANK TO ABSORPTION TRENCHES
800 FT
(10
SEPTIC TANK TO WELL
120 FT
(50 T)
FT)
(2150
ABSORPTION TRENCHES TO BUILDING
FT
(20 FT)
ABSORPTION TRENCHES TO WATER LINE
ABSORPTION TRENCHES TO IRRIGATION DITCH
620
ABSORPTION TRENCHES TO WELL
FT
25 FT
(100 FT)
(10 FT)
BUILDING SEWER TO WATER LINE
October 11, 2012
Piney Valley Ranch Septic System
Soils evaluation
See 8 ft. profile hole on septic site plan for location below proposed field site.
Page 3 of 5
The above profile hole picture taken during percolation testing. Hole is below
the proposed absorption field. Based on the Basic Soil -textural Classes and
field sifting, my so called sieve analysis by weight is:
Page 4of5
Silty Clay 20%
Sandy Loam 70%
Coarse Ground Shale 10%
There is absolutely no evidence of bedrock in the two 8 ft deep profile holes,
Topsoil material has extensive organics. See picture of absorption field.
;
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XQ,QoRE/ST
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Page 5 of 5
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Section Boot j\
View
*Meets ASiTM C422T spec including
C46".06 for resilient connectors
400Q psi concrem
® Delivered complete With internal piping
pvo, poly or concrete risers available
option of pump or siphon installed
1
53"
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Digging SpsoS Invert \\, Dhrwmton•
IT Long x V Wide inlet outlet Length Width Height
56' below inlet Invert 56' 53' 132' 68" << ei'
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Not Capaaih►
Inlet Side ' outlet Side Total
1,002 gallons 503 gallons 1,505 gallons
waawwater
® Systems
VALLEY a Phu=
❑ p%MASTO Ina. e Service
Net weight
Lid Tank
3,600 lbs 11,180 the
(719) 395.6764
Total
14,780 Ibs
912'i1
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Colorado Department
of Public Health
and Environment
DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
Water Quality Control Division
5 CCR 1003-6
STATE BOARD OF HEALTH
GUIDELINES ON INDIVIDUAL SEWAGE DISPOSAL SYSTEMS
Amended September 20, 2000, effective October 30, 2000
Section iV.K. amended September 15, 2004, effective November 30, 2004
(Q), and the percolation rate in minutes per inch, (t),
according to the formula:
A=Q�t
5
Note: Where the percolation rate is found to be faster than
five minutes per inch in soils of sandy texture, the
minimum value of the "t" for use in this formula shall not
be less than "5".
(2) Long Term Acceptance Rates (LTAR): The minimum
absorption area A in square feet may also be computed as a
function of the design flow (Q) and the Long Term
Acceptance Rate (LTAR) accn toto�the formula:
A= Q
LTAR
LTAR's for Wastewater for Soil Absorption
Typical soil
MaxunumLoading
Percolation Rate
Textures
Rate
(Minutes/Inch)
(gal/sq. ft./day)
<5**
Gravel**
Not Suitable
1-5
Coarse to Medium Sand
1.30
6-1.0
Fine Sand to Loamy Sand
1.20
11-20 �'
Sandy Loam to Loam
. 2
21-30
Loam
.50
31-40
Loam to Silty Loam*
.40
41-60
Clay Loam to Clay*
.30
Over 60**
Silty Clay Loam/Silty Clay
.20
*Soils without highly expansive clays
**Design by Registered Professional Engineer required
Note: Percolation rates faster than 5 minutes per inch require a Professional
Engineer design as per C.l.b.(1) above.
e. Allowable Absorption Area Reductions and Increases:
(1) Adjustment for Deep Gravel: The length of an absorption
trench or seepage bed may be calculated by allowance for
the sidewall area of additional depth of gravel in excess of
six (6) inches below the bottom of the distribution pipe
-34-
OWTS PERMIT #
BUILDING PERMIT #
—, CQUNTY
OWNER: J' % A
PHSYSICAL A]
SOILS EVALUATION/PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEALTH
P
Mim
■ ELIAW ME I CR7■C16 Nl1A Rom ills NN
TEST HOLES PRE-SOAKED: MYES "INU
SOIL
TIME C ATE KEPI INCHES OF FALL RATE PROFILE
-�--
ff c 0,
n
(7- 3444
12:�� 36 �iZ ��3� ��3% �l� ��f � - Zv ?c) 2� 2)
O J 3 6 3/4r 39 36_ r 11 ¢ 1/4- 14 Zc) 3'�6 1/z 10 40
X.,
- _q� ��
,� 8 (/,�_ T4�
91)
41 31,41 WI/9, 14- 101
TIME TO DROP LAST INCH: PERC RATE_.__ 17 m Pr
MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE:
COMMENT
c AA swS�
�
R EG
{ � �� d��•� ! !� CJ ��� APO maeeem �ul� ��'i
WATER SUPPLY: ❑ PUBB C �KPRIVA ''� :.,ma`s
WELL LOCATION: -
OTHER WATER FEATURES: Od °� p e ° e
ENVIRONMENTAL HEALTH SPECIALIST
PINEY VALLEY RANCHES
TRUST
PO BOX 640
VAIL, CO 81658-0640
Property Record Card
Eagle
Account: R015800
Tax Area: SC078 - WOLCOTT
(AREA) - SC078
Acres: 640.000
Parcel: 1941-051-00-003
Situs Address:
Value Summary
Legal Description
Section: 6 Township: 4 Range: 83 NI/2 SE1/4-SE1/4SE1/4 Section: 8
Value By:
Market Override Township: 4 Range: 83 NWI/4NW1/4 Section: 5 Township: 4 Range: 83
S1/2SW1/4-SI/2N1/2-NI/2SE1/4-NI/2SW1/4 LOTS 9,10 BK-0131 PG
Land (1)
$16,720 N/A
0299
Total
$16,720 $16,720 BK-0406 PG-0597 QCD 02-02-85
BK-0524 PG-0867 PRD 03-20-90
BK-0539 PG-0559 PRD 09-19-90
Land Occurrence 1
Abstract Code
4147 - GRAZING LAND-
Percentage
100.0
AGRICULTURAL
4000 -AGRICULTURAL
Neighborhood
100 -AGRICULTURAL
Use Code
5499 DRY GRAZING 35 A AUM
Super Neighborhood
50 AG. PROPERTIES
Land Code
-
Size
640
ACTUAL
EFFECTIVE
HEATED FOOTPRINT
SubArea
640
Land A
640.00
Total
Value Rate
Rate
Rate Rate
$16,720 26.13
Abstract Summary
Code Classification Actual Value Taxable Actual Taxable
Value Override Override
4147 GRAZING LAND-
$16,720 $4,850 NA NA
AGRICULTURAL
A#: R015800 P#: 194105100003 As of: 10/11/2012
Page 1 of 2
BROCK CONSULTING, LLC
Professional Services
February 1, 2013
VIA email: [environment@eaglecounty.us]
Eagle County Building Department
P.O. Box 850
Eagle, CO 81631
CLLC
876 Mesa Drive
P.O.B. 3644
Eagle, CO 81631
Direct 970-471-2121
Fax 970-328-0875
brockconsultingOcenturytel.net
Reference: Engineering Certification Letter for Piney Valley Ranches Outhouse
Permit # OWTS 10-12-8254
17 Ranch Road, Wolcott, Colorado
Dear Department of Environmental Health:
Please accept this certification letter, as -built drawing and pictures as certification of the
OWTS serving the Outhouse structure at 17 Ranch Road, Wolcott, Colorado in Eagle
County, Colorado has been installed as reflected on the As Built Drawing, attached, and
constructed per Eagle County Septic Regulations by licensed septic installer Vern L.
Brock (license #35-12) and general contractor/owner Bangert Enterprises.
If you have any concerns with this submittal, please call me.
'ncerely,
i,_;,
Vern L. Brock, P.E.
Brock Consulting, LLC
cc: Darryl Bangert
Attachments: AS -BUILT DRAWING, 2/01/13
Actual Dimensions to Facilities.doc
Progress Pictures of 10-29-12
BROCK CONSULTING LLC
ACTUAL DIMENSIONS TO FACILITIES
SEPTIC TANK TO BUILDING
SEPTIC TANK TO WATER LINE
SEPTIC TANK TO ABSORPTION TRENCHES
SEPTIC TANK TO WELL
ABSORPTION TRENCHES TO BUILDING
ABSORPTION TRENCHES TO WATER LINE
ABSORPTION TRENCHES TO IRRIGATION DITCH
ABSORPTION TRENCHES TO WELL
BUILDING SEWER TO WATER LINE
Measured October 29, 2012
Piney Valley Ranches Septic System
BCLLC
ACTUAL (MIN. REQ'D)
13 FT
(5 FT)
23 FT
(10 FT)
92 FT
(10 FT)
94 FT
(50 FT)
100 FT
(20 FT)
125 FT
(25 FT)
NA
(50 FT)
200 FT
(100 FT)
20 FT
(10 FT)
:'fONA1e-
EAGLE COU i
OWTS-10-12-8254
je
Ray Merry <ray. merry @eaglecounty. us>
To: Vern Brock <brockconsulting@centurytel.net>
Cc: #environment <environment@eaglecounty.us>
Vern,
Please find the permit attached.
Terri Vroman <terri.vroman@eaglecounty.us>
Fri, Oct 19, 2012 at 1:19 PM
If you could get us a clean copy of your report, we can probably get a better, color scan for our records. You
could do this as you submit the as -built drawing.
Give us a call when this gets finished to see if we're available to get GPS coordinates but if you plan to complete
the installation over this weekend, go ahead and finish then provide us the as-builts with the system certification
letter.
Since we understand there is a residence proposed to be built next year that will be connected to this system,
the language I inserted about installing a stub out may be awkward. This permit will expire in 120 days without a
building permit associated with it so if the plan is to use the system before the residential structure is built, we
will need to final out this permit and have you obtain an alteration permit next year detailing and authorizing
connection to the new residence.
Call with any questions. Thanks.
Raymond P. Merry, REHS
Director of Environmental Health
PO Box 179
Eagle, CO 81631
970.328.8757
ray.merry@eaglecounty.us
AThanks for not printing electronic media
n OWTS-10-12-8254 Piney Valley Ranch Trust.pdf
118K
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
EAGLE COUNTY
February 4, 2013
Piney Valley Ranches Trust
PO Box 460
Wolcott, CO 81655
RAYMOND P. MERRY, REHS
Director
RE: Final approval of septic permit OWTS-10-12-8254; Tax parcel #1941-051-00-003;
Property location: 17 Ranch Rd., Wolcott, CO
To Whom It May Concern:
This letter is to inform you that the above -referenced septic permit has been inspected and
finalized. This permit was approved for an outfitter :` guide restroom facility. Additional
information about the maintenance of your septic system as well as information about private
wells can be accessed through web site links provided on the Environmental Health Department's
home page at http://www.eaglecounty.us. envHealtb
Be aware that changes in the use of your property or alterations of your building may
require commensurate changes to, or relocation of, your septic system. Landscape features,
trees with tap roots, irrigation systems and parking areas above the drain field can cause
premature system failure. It is equally important that you notice and immediately repair
dripping faucets and hissing toilets as this will certainly cause the system to fail. By
following a few simple guidelines, like avoiding grease or other additives down the drain and
makinp- sure -your septic tank is on a pumping schedule, your system has been designed to
last for many years.
If you have any questions regarding this information, please contact us at (970) 328-8755.
Sincerely,
Terri Vroman
Administrative Technician IV
cc: OWTS permit folder
Energov electronic file
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631 -0179
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Page | 1
PINEY VALLEY RANCHES OWTS # 10-12-8254 PROGRESS PICTURES
DATE 10-29-2012
INLET INTO TRENCH 1 CHAMBERS. BACKFILL WITH ¾” SCREEN ROCK AROUND PIPE AND COVER
TRENCH 1 LOOKING WEST, TOWARDS INLET END (LEVEL)
Page | 2
TRENCH 1 TO TRENCH 2 CONNECTION PER INFILTRATOR PORTS
Page | 3
LOWER TRENCH 2 LOOKING WEST
TYPICAL CHAMBER DEPTH 3 FT
Page | 4
TYPICAL PIPE SPECIFICATION SDR 35, 4 INCH
TRENCH SIDES - TYPICAL
Page | 5
END OF TRENCH 2 CHAMBERS ; VIEW EAST WITH INSPECTION PIPE
VIEW OF BOTH ABSORPTION TRENCHES PRIOR TO BACKFILL. SEPARATE TOP SOIL FOR TOP 8 INCHES OF
FIELD.
Page | 6
1500 GAL SEPTIC TANK
Page | 7
OUTHOUSE AND SEPTIC LINE AND CLEANOUT
Page | 8
Page | 9
SEPTIC TANK RISERS. LID 8 INCHES BELOW GRADE.
INSPECTION PORTS AT ENTRANCE AND END OF EACH TRENCH OF CHAMBERS (20 EACH) ( TOTAL 40)
Page | 10
2 INCH RIDGID INSULATION AT DRIVEWAY CROSSING
TYPICAL INLET TEE PER MANUFACTURER
Page | 11
SEPTIC TANK PRIOR TO RISERS INSTALLED AND BACKFILL