HomeMy WebLinkAbout26 Pikes Way - 210715301001 - OWTS-4-14-10446Work Classification: NewPermit
3202 CINCH RING CT
3202 CINCH RING CT VA
Address Owner Information
Permit Status: Active
Project Address
210715301001
Permit Type: OWTS Permit
Permit NO. OWTS-4-14-10446
Expires: 10/25/2014 Issue Date: 6/27/2014
Parcel No.
26 PIKES WY
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: 703-772-7264
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
(970)926-9088LKP Engineering, Inc
Contractor(s)Phone Primary ContractorLicense Number
BEAUMONT EXCAVATING Yes28-14
MORAN, DENNIS & CINDY MORAN,
DENNIS & CINDY
Permitted Construction / Details:
Install exactly as per LKP Engineering design, project number 10004, drawing number
10004SD-MND.DWG, dated February 2, 2014 which is for a new system to serve a 5 bedroom residence.
Install a three compartment, electric lift station 2000 gallon precast concrete tank by Front Range Precast
or equivalent with a cleanout between the house and the tank. The mounded leachfield is to consist of a
12’ X 79’ bed which is pressure dosed, with a 32’ X 103’ mound perimeter. Install an inspection portal at
each end of the bed.
Maintain all required setbacks. Do not install in wet or frozen soil conditions. Call the design engineer
and Eagle County Environmental Health for a final inspection before burying any of the system
components. In order to receive final approval, the engineer must provide the final certification letter,
photos of the installation, and as-built drawings of the system.
Issued by: Environmental Health Department, Eagle County, CO
June 27, 2014
Date
Customer Copy
Terri Vroman
CONDITIONS:
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND
BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH
LEGAL ACTION AND REVOCATION OF THE PERMIT
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Work Classification: NewPermit
3202 CINCH RING CT
3202 CINCH RING CT VA
Address Owner Information
Permit Status: Active
Project Address
210715301001
Permit Type: OWTS Permit
Permit NO. OWTS-4-14-10446
Expires: 10/25/2014 Issue Date: 6/27/2014
Parcel No.
26 PIKES WY
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: 703-772-7264
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
(970)926-9088LKP Engineering, Inc
Contractor(s)Phone Primary ContractorLicense Number
BEAUMONT EXCAVATING Yes28-14
MORAN, DENNIS & CINDY MORAN,
DENNIS & CINDY
Permitted Construction / Details:
Install exactly as per LKP Engineering design, project number 10004, drawing number
10004SD-MND.DWG, dated February 2, 2014 which is for a new system to serve a 5 bedroom residence.
Install a three compartment, electric lift station 2000 gallon precast concrete tank by Front Range Precast
or equivalent with a cleanout between the house and the tank. The mounded leachfield is to consist of a
12’ X 79’ bed which is pressure dosed, with a 32’ X 103’ mound perimeter. Install an inspection portal at
each end of the bed.
Maintain all required setbacks. Do not install in wet or frozen soil conditions. Call the design engineer
and Eagle County Environmental Health for a final inspection before burying any of the system
components. In order to receive final approval, the engineer must provide the final certification letter,
photos of the installation, and as-built drawings of the system.
Office Copy
June 27, 2014
Issued by: Environmental Health Department, Eagle County, CO Date
Terri Vroman
CONDITIONS:
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND
BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH
LEGAL ACTION AND REVOCATION OF THE PERMIT
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE. 800-225-6136
www.eaalecounty.us
P.O. Box 179
5W Broadway
Eagle, CO 81631
www.eagiewunty.us
FAGLE COUNTY
PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM
OWTS PERMIT # 1' L07' -Y-1L1~l0 Y96 BU1LDI.NG PERMIT #
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEE SCHEDULE
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: Pef l/ 15 hl-df2 Phone:
Mailing Address: 32. 0 �'�hr f! nt(ri�emaii
Registered Professional Engineer: r , Q u, LY C. Phone: 34.3 - y y V — yS
Applicant or Contact Person: SCQ,4a E'i? Phone:
Licensed Systems Contractor:,. ! _ Y". • License # C5�'&__ l
Company I DBA: ( &�r'B�L E4 6 _ .. Phone: _ �J % �% — ��
Mailing Address:, je-/�� =y ,email ,b `e� U'�'��eX 0a u a `� 1 `��' �
Permit Application is for: ZNew Installation Alteration Repair
Location of Proposed Onsite Wastewater Treatment System:
Legal Description: Z-c) 7 - /„
Tax Parcel Number: z5V67 - 163 — OL1 22�_ Lot Size:
Assessor's Link: wwwwaafecountymshmdeJ
Physical Address: -4(a C&I
Building Type: _LZ Residential / Single
Residential / Multi Family
Number of Bedrooms:
Number of Bedrooms:
Commercial / Industrial* Type of Use:
*These systems require design my a Registered Professional Engineer
Type of Water Supply: Private Well Spring Surface ✓ Pu is
If Public Name of Supplier: r� �' �'� W�`�/ l 5
Applicant Signature: Izl
Office Use Only 'f'
Amount Paid: Receipt #: Check #: Date:
SOIL AND FOUNDATION INVESTIGATION
FOR
PROPOSED RESIDENCE
LOT 1, BLOCK 1, CORDILLERA FILING NO. 34
0026 PIKES WAY & 1188 GORE TRAIL
EAGLE COUNTY, COLORADO
PROJECT NO. 02128
AUGUST 15, 2002
PREPARED FOR:
MR. GREG NASH
SADDLE RIDGE DEVELOPMENT
P.O. BOX 461
EDWARDS, CO 81632
EXECUTIVE SUMMARY
The proposed residence should be supported with
conventional type spread footings, designed for an
allowable soil bearing pressure of 2500 psf. They should
construct the footings on the undisturbed, sandy gravel
with basalt rock. See Foundation Recommendations.
SCOPE OF STUDY
This report presents the results of a subsurface Soil and Foundation Investigation for a
proposed residence to be constructed on Lot 1, Block 1, Cordillera Filing No. 34, at The
Summit, Eagle County, Colorado. The purpose of the subsurface soil and foundation
investigation was to determine the engineering characteristics of the foundation soil and to
provide recommendations for the foundation design, grading, and drainage.
SITE DESCRIPTION
Lot 1 is a 6.021-acres lot, at 0026 Pikes Way and 1188 Gore Trail, in the Summit,
Cordillera, Eagle County, Colorado. The topography is moderate. Vegetation on the lot
consisted of sage brush. Also, outcropping of basalt boulders was observed over the lot.
Drainage is to the south and slightly to the southeast, toward the back of the lot. Lot 1 is vacant.
LKP Engineering, Inc.
3
PROPOSED CONSTRUCTION
We have assumed that the proposed residence will consist of a two-story, wood frame
construction, with a walkout basement, on a concrete foundation. Loads are anticipated to be
light, typical of residential construction.
If the finalized plans differ significantly from the above understanding, they should
notify us to reevaluate the recommendations of this report.
FIELD INVESTIGATION
The field investigation conducted on August 6, 2002, consisted of excavating, logging
and sampling two test pits. Excavation of the test pits was done with a Case 580 rubber tire
backhoe. The test pits’ locations are shown on Drawing No. 1. We show the soil profile of the
test pits on the Subsurface Exploration Logs, Figure No’s 1 and 2. Soil samples for laboratory
soil analysis and observation were taken at selected intervals.
SUBSURFACE SOIL AND GROUNDWATER CONDITION
The soil profiles encountered in the test pits were fairly uniform. Test Pit No. 1 had one
foot of topsoil over 4 feet of sandy gravel with boulder size basalt rocks. Test Pit No. 2 also had
one foot of topsoil over 2 feet of basalt boulders in a sandy gravel matrix. Practical backhoe
refusal was encountered at 5 and 3 feet respectively. Ground water was not encountered in the
test pits.
Also, we reviewed the Geologic Site Assessment and Preliminary Geotechnical
Engineering Study by Hepworth-Pawlak Geotechnical, Inc., prepared for the Cordillera
Mountain Tract, Job No. 197 407, dated September 30, 1997. Geologic hazards are outside of
our scope of services.
FOUNDATION RECOMMENDATIONS
LKP Engineering, Inc.
4
The proposed residence should be supported with conventional type spread footings,
designed for a maximum allowable soil bearing pressure of 2500 psf. The footings should be
placed on the undisturbed, gravelly sand with basalt rocks.
We recommend minimum width of 16 inches for the continuous footings and 2 feet for
the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to
span an unsupported length of at least 10 feet.
A minimum of 48 inches of backfill cover is recommended for frost protection of the
footing subsoils. The undersigned engineer should observe the foundation excavation to verify
that the soil conditions are uniform throughout the foundation excavation.
The foundation excavation should be free from excavation spoils, frost, organics and
standing water. Voids left in the excavation, due to rock removal, should be filled with lean
concrete. Footings should be constructed on a level surface.
SLAB CONSTRUCTION
The natural on-site soils, exclusive of topsoil and organics, are suitable to support lightly
loaded slab-on-grade construction. The subgrade for the slab-on-grade construction should be
proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots
and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable
material, compacted to a minimum of 95 percent of the maximum standard Proctor density
(ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments
greater than 3 inches.
The concrete slab should be constructed over a 4-inch layer of clean gravel consisting of
-3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the
No. 200 sieve.
They should reinforce the concrete slab-on-grade and score control joints according to
the American Concrete Institute requirements and per the recommendations of the designer to
reduce damage due to shrinkage. The concrete slab should be separated from the foundation
LKP Engineering, Inc.
5
walls and columns with expansion joints to allow for independent movement without causing
damage.
RETAINING WALLS
They should design foundation walls retaining earth and retaining structures that are
laterally supported to resist an equivalent fluid density of 60 pcf for an “at-rest” condition.
Laterally unrestrained structures retaining the on-site earth should be designed to resist an
equivalent fluid density of 40 pcf for the “active” case.
The above design recommendations assume drained backfill conditions and a horizontal
backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored
construction materials and equipment, inclined backfill and hydrostatic pressure due to
undrained backfill should be incorporated in the design. They should try to prevent the buildup
of hydrostatic pressure behind the retaining wall.
UNDERDRAIN SYSTEM
To reduce the risk of surface water infiltrating the foundation subsoil installation of a
foundation perimeter drain is recommended. The foundation perimeter drain should consist of a
4-inch diameter perforated pipe sloped to a suitable gravity outlet. The drain should slope at 1/4
inch per foot if flexible or at 1/8 of an inch if rigid pipe is used. The bottom of the trench
adjacent to the footing should be lined with a polyethylene moisture barrier glued to the
foundation wall. The drain pipe should be placed over the moisture barrier and covered with a
minimum of 6 inches of -3/4 inch free-draining granular material. Geotextile (Mirafi 140N or
equivalent) should be used to cover the free-draining gravel to prevent siltation and clogging of
the drain. The backfill above the drain should be granular material to within 2 feet of the ground
surface to prevent a buildup of hydrostatic pressure. The top one foot of the backfill material
should consist of a relatively impervious fill. The backfill should be sloping away from the
building.
LKP Engineering, Inc.
6
SITE GRADING AND DRAINAGE
The site surrounding the building structure should slope away from the building in all
directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and
three inches in the first 10 feet in paved areas. The top of the granular foundation backfill
should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential
of surface water infiltrating the foundation subsoils.
Surface water naturally draining toward the proposed building site or permanent cuts,
should be diverted around and away from it by means of drainage swales or other approved
methods. The roof drains and downspouts should extend and discharge beyond the limits of the
backfill. Exterior backfill should be compacted at or near the optimum moisture content to at
least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas
and to at least 90% of the maximum standard Proctor density under landscaped areas.
Mechanical methods of compaction should be used. Do not puddle the foundation excavation.
LAWN IRRIGATION
It is not recommended to introduce excess water to the foundation soils by installing
sprinkler systems next to the building. The installation of the sprinkler heads should insure that
the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs.
Lawn irrigation must be controlled.
LIMITATION
This report has been prepared according to locally accepted Professional Geotechnical
Engineering standards for similar methods of testing and soil conditions at this time. There is no
other warranty either expressed or implied.
The findings and recommendations of this report are based on field exploration,
laboratory testing of samples obtained at the specific locations shown on the Location Sketch,
LKP Engineering, Inc.
7
Drawing No.1 and on assumptions stated in the report. Soil conditions at other locations may
vary, which may not become evident until the foundation excavation is completed. If soil or
water conditions seem different from those described in this report we should be contacted
immediately to reevaluate the recommendations of this report.
This report has been prepared for the exclusive use of Mr. Greg Nash of Saddle Ridge
Development, for the specific application to the proposed development on Lot 1, Block 1,
Cordillera Filing No. 34, at the Summit, Eagle County, Colorado.
Sincerely,
LKP ENGINEERING, INC.
________________________
Luiza Petrovska, PE
President
J:\_WP12-LKP\2002\02128SNDGR.RPT.wpd
LKP Engineering, Inc.
TABLE OF CONTENTS
EXECUTIVE SUMMARY ............................................................ 2
SCOPE OF STUDY.................................................................. 2
SITE DESCRIPTION ................................................................ 2
PROPOSED CONSTRUCTION ........................................................ 3
FIELD INVESTIGATION ............................................................. 3
SUBSURFACE SOIL AND GROUNDWATER CONDITION ................................ 3
FOUNDATION RECOMMENDATIONS ................................................ 4
SLAB CONSTRUCTION ............................................................. 4
RETAINING WALLS................................................................ 5
UNDERDRAIN SYSTEM ............................................................. 5
SITE GRADING AND DRAINAGE .................................................... 6
LAWN IRRIGATION ................................................................ 6
LIMITATION ...................................................................... 6
FIGURES
LOCATION SKETCH . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . DRAWING NO. 1
SUBSURFACE EXPLORATION LOGS. . . . . . . . . . . . . . . . . . . . . . . . . . FIGURE NO’S 1-2
PERIMETER DRAIN . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .FIGURE NO. 3
LKP Engineering, Inc.
LKP ENGINEERING, INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Client: Scott S. Turnipseed, AIA
P.O. Box 3388
Eagle, CO 81631
Project No.: 10004
Location: Lot 1, Block 1, Cordillera, Filing 34
26 Pikes Way & 1188 Gore Trail
Eagle County, Colorado
P-1
P-2
P-3
TIME/DEPTH
32-12/16"
27-6/16"
21-6/16"
11:10 am
6"
4-4/16"
-
4"
11:20 am
13-1/16"
7-1/16"
8-11/16"
4-7/16"
7-6/16"
3-6/16"
11:30 am
16-7/16"
3-3/16"
11-9/16"
2-14/16"
9-10/16"
2-4/16"
11:40 am
18-15/16"
2-8/16"
13-9/16"
2"
11-6/16"
1-12/16"
11:50 am
20-13/16"
1-14"
15-5/16"
1-12/16"
12-15/16"
1-9/16"
12:00 pm
22-6/16"
1-9/16"
16-12/16"
1-7/16"
14-6/16"
1-7/16"
12:10 pm
23-13/16"
1-7/16"
17-14/16"
1-2/16"
15-9/16"
1-3/16"
12:20 pm
24-15/16"
1-2/16"
18-12/16"
14/16"
16-9/16"
1"
12:30 pm
26"
1-1/16"
19-9/16"
13/16"
17-8/16"
15/16"
12:40 pm
26-14/16"
14/16"
20-3/16"
10/16"
18-616"
14/16"
12:50 pm
27-13/16"
15/16"
20-12/16"
9/16"
19-3/16"
13/16"
1:00 pm
28-8/16"
11/16"
21-3/16"
7/16"
20-1/16"
14/16"
1 :10 pm
29-4/16"
12/16"
21-9/16"
6/16"
20-15/1 6"
14/16"
PERC RATE
12 MIN/INCH
22 MIN/INCH
I 1 MIN, INCH
AVG PERC
I 15 MPI
Average Percolation Hole Diameter: 9"
Holes Dug and Presoaked : May 25, 2010
Test Run: May 26, 2010
Observer: Kiril Petrovski
Soil Profile: 0-1.5'- Topsoil
1.5'-3.5'- Clayey, sandy gravel with
basalt rocks
Refusal @ 3.5 feet
No ground water encountered
September 18, 2014
Scott S Turnipseed, AIA
P.O. Box 3388
Eagle, CO 81631
E-mail: scott@sstaia.com
RE: Inspection of Septic System Installation
Lot 1, Block 1, Cordillera, Filing 34
0026 Pike’s Way
Eagle County, Colorado
Project No. : 10004- OWTS-4-14-10446
Dear Mr.Turnipseed:
At the request of Wally and Jeff Beaumont, on July 16, 18 and September 11, 2014, we
visited the construction site at the Moran Residence, Lot 1, Block 1, Cordillera, Filing 34, 0026
Pike’s Way, Eagle County, Colorado. The purpose of our site visits was to inspect the installation
of the septic system.
They installed the system in overall compliance with the septic system design, Drawing
No. 10004OWTS.DWG, dated May 30, 2014, and as shown on the attached as-built sketch. They
installed a 2500-gallon, three compartments, electric lift, a concrete, septic tank. There was a
cleanout between the septic tank and the building.
Ninety-four, Q-4, Standard Infiltrator Chambers were installed in five trenches. There
were nineteen (19) infiltrators in the first four trenches and eighteen (18) infiltrators in the fifth
trench. In the first trench they installed a 20-ft section of 3-inch diameter perforated pipe
suspended from the top of the infiltrators. There were a minimum of six feet separations between
the trenches. In the first and last infiltrator of each trench, inspection ports were installed. The
T’s in both compartments of the septic tank were at least 14-inches long.
There is no other warranty either expressed or implied.
If you have any questions, please do not hesitate to call.
Sincerely,
LKP Engineering, Inc.
Luiza Petrovska, PE
Enclosure
cc: Eagle County Environmental Health Department, E-mail: Terri.Vroman@eaglecounty.us
J:\_WP X4-LKP\2010\10004-OSIQ4.wpd
P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088
5ECTiON: 2.30.040
jQ11.WTYI&MP9 Sl*ef �,� �,. 7 FM0494
r� odes
Product Information presented O Supersedes
here reflects conditions at lime/■A A� r/7 0110
of publication Consullfaclary LJ�i/� L U
regarding discrepancies or VISIT our web site:
inconsistencies MAIL TO: P0. BOX 16347 • Louisvi#a. KY 40256-0347
SHIP T0; 3649 Cane Run Road - Lau mfle. ICY 40211-1961 www.zoea*ler.com
(502) 778-2731. 1 (800) 928-PUMP • FAX (502) 774-3624
COMPARE THESE FEATURES
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• Shaft Seal - Carbon & ceramic rotary face
seal, with stainless steel wetted parts.
• UL Listed 3-wire neoprene cord and plug.
10 ft. standard for automatic.
15 ft. standard for nonautomatic.
• Upper sleeve bearing and lower ball bearing
running in a bath of oil.
• Maximum temperature for sewage or
dewatering 130°F (54'C).
Motor - 60 Hz, 1750 RPM, oil -filled,
hermetically sealed, automatic reset thermal
overload protected (1 Ph and Auto 3 Ph).
• All models are available in 2" or 3" discharge.
• All models pass 2 inch spherical solids.
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submersible (NEMA 6) mechanical switch.
Available in both 1 and 3 Phase Units.*"
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• On point 15'/4", Off point 5'/4'.
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MODELS 4282-4284
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Helps eliminate seal and bearing damage from
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• Major width 13 1/4'. Height 21 'f,6".
NOTE: The sizing of effluent systems normally requires
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to achieve re wired um in c cles or dasin timers with
282 - 284 Single Seal Series .,
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* "WASTE -MATE" SSPMA
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• 2" or 3" discharge. • See selection chart for specifications or
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q p p 9 y g 'NOTE No UL Llslmg or CSACertifcatlon for 200V 1Ph or Extra Duly (ED) pumps.
nonautomatic pumps. See back page for L L & CSA Listings.
-THREE PHASE AUTOMATIC UNITS AVAILABLE IN 230V SINGLE SEAL ONLY
C9 Copyright 2011 Zoeller Co. All rights reserved.
PUMP PERFORMANCE CURVE
MORELS 28214282128414284
h.
■■
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W■
►MEN
W.■N•IC
I■■■■■■
■M•.■N
■■®\S■
■■■■■.
0
20 40 do e0 100 120 140 lE0 1a0 No
GALLONS
LrrM 0 BQ 160 2i0 320 400 . 5ee . T20
FLOW PER MINUTE
WK27A
MODELS
28214282
284142BI
Feel
Melsm
Gal.
Liters
Gal.
Lllers
5
1.5
127
481
179
679
10
3.0
98
363
167
594
15
4.6
64
242
133
503
20
6.1
34
129
106
401
25
7.6
6
23
73
276
31
9.1
42
159
Shut -of Head
26 IL {7.9m]
35 it {fU.7m}
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Three phase pumps are available in 200V, 230V, or 450V 230V three phase is
available in automatic and nonautomatic models.
• Electrical alternators, for duplex systems, are available and supplied with an alarm.
• Mechanical alternators, for duplex systems, are available with or without alarm
switches,
• Combination starters are available.
• Variable level control switches are available for controlling single and three phase
systems.
• Double piggyback variable level float switches are available for variable level long
cycle controls.
• Long cords are available in lengths or 25 - 35 - 50 feet.
• Simplex and duplex basins are available.
• Refer to FM1922 and FMOB06 for temperatures over 1307.
SPECIFICATIONS
CONTROL SELECTION
Listings
Single Seal
Model
Double Seal
Model
Volt -Phase
Mode
Amps
HP
Card
Lgth.
Simplex
Duplex
CSA
LIL
M282
115 1Ph
Automatic
10.3
1f2
10
1
Y
Y
N292
N4202
115 1Ph
Nonauto
10.3
112
15
2 or 3
4
Y
Y
D282
230 1Ph
Automatic
5.0
V2
10
1
Y
Y
E222
E4282
230 1Ph
Nonauto
5.0
12
15
2 or 3
4
Y
Y
' H282
200 1Ph
Automatic
6.1
112
1 10
1
N
N
' 1292
'14202
No 1Ph
Nonauto
6.1
V2
15
3
4
N
N
' J292
'J4282
no 3Ph
Nonauto
3.6
112
15
3
4
Y
Y
' F282
'F4282
230 3Ph
Nonauto
3.0
112
15
3
4
Y
Y
' CF282
230 3Ph
Automatic
30
112
15
1
N
Y
G282
'G4282
460 3Ph
Nonauta
1.7
V2
15
3
4
Y
Y
' BA282
'BA4282
575 3Ph
Nonauto
1.4
112
15
3
4
Y
N
D294
230 1Ph
Automatic
8.9
1
10
1
Y
Y
E284
E4284
230 1Ph
Nonauto
8.9
1
15
2 or 3
4
Y
Y
H284
No 1Ph
Automatic
9.3
1
10
1
N
N
' 1284
'14224
200 1Ph
Nonauto
9.3
1
15
3
4
N
N
' J284
'J4284
No 3Ph
Nonauto
5.5
1
15
3
4
Y
Y
' F294
'F4284
230 3Ph
Nonauto
5.0
1
15
3
4
Y
Y
' CF294
230 3Ph
Automatic
5.0
1
15
t
N
Y
' G284
'G42a4
460 3Ph
Nonauto
2.6
1
15
3
4
Y
Y
' W84
'BA4284
575 3Ph
Nonauto
22
1
15
3
4
Y
N
0999275
M
6311E
I
5
2'NPT
OR
3'NFr
FLANGE AVAR ABLE
SK1023
'; a 9/16—
T
5jt6
I
r
2' N PT
OR
3' N PT
FLANGE AVAILABLE
I I
�01ei1r111111HE
�� F1 6 1 /4
SK1414
:i=14X+b1101►[tlllla]=
1. Integral float operated mechanical switch, no extemal
control required.
2. For automatic use single piggyback variable level float
switch or double piggyback variable level float switch_
Refer to FMQ417_
1 See FM1228 far correct model of simplex control panel.
4. See FM0712 for correct model of duplex control panel-
' No Molded Plug
6 CAUTION
Forinformahononadditional2oellerproductsrefertocatalogonPWybadtVariabeLevelFWal.Swilches, Al I I n stal lation of controls, protection devieesand wiringshould bedonobyaquaIUdlicensed
FM0477,EleclikalAilernat0r,FM0486;MechanicalAllemator,FMO495,SumplSewageBasln5,FIV0487, electlioian.A11electrical and safety odes should befollowed ineludingthe most recentNationaI
Simplex Pump Control, I'M1596, Alarm Systems, FM0732, and DisconnecVRaB Systems, FM0787. Electric Code {NECI and the Occupational Safety and Health Act {OSHA}.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump,
Q Copyright 2011 Zoeller Co. All rights reserved.
O A'v
PROJECT DESCRIPTION: PROJECT NO.:
LKP'Engineering,IncLOT 1, BLOCK 1, CORDILLERA FILING NO.34 10004
• AS -BUILT p6 PIKE'S WAY SOS PERMIT NO.:
CIVIL/GEOTECHNICAL SKETCH EAGLE COUNTY, COLORADO OWTS-4-14-10446
DATE:
MORAN RESIDENCE Jury 16,18 & Sept 11, 2014
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tel (970) 926-9088
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ENGINEERED SEPTIC SYSTEM DESIGN
MORAN RESIDENCE
Inc. LOT 1, BLOCK 1, CORDILLERA FILING NO.34
0026 PIKES WAY AND 1188 GORE TRAIL
EAGLE COUNTY, COLORADO
PREPARED FOR:
SCOTT S. TURNIPSEED, AIA
2.
5-1-2014
1.
4-29-2014
NO.
DATE
replace the medium sand spec withsand filter specL.P.
fix perc hole number L.P.
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r
CIVIL/GEOTECHNICAL
Engineering,
P.O. Box 2837 Edwards, CO 81632
tel (970) 926-9088
www.lkpengineering.com
ENGINEERED SEPTIC SYSTEM DESIGN
MORAN RESIDENCE
Inc. LOT 1, BLOCK 1, CORDILLERA FILING NO.34
0026 PIKES WAY AND 1188 GORE TRAIL
EAGLE COUNTY, COLORADO
PREPARED FOR:
SCOTT S. TURNIPSEED, AIA
NO. I DATE I DESCRIPTION I BY
