HomeMy WebLinkAbout1200 Rd Sky Rd - 194121405009INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway X Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT NO. 2179A-03
OWNER: VAIL RESORTS DEVELOPMENT PHONE: 970-845-2528
MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620
APPLICANT: THOMAS J. KALLENBACH PHONE: 406-586-2289
SYSTEM LOCATION: 1099 RED SKY ROAD, WOLCOTT, CO TAX PARCEL NO. 1941-214-03-001
LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO. 52-03 PHONE: 970-845-2528
DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 406-586-2289
MINIMUM REQUIREMENTS FOR THE INSTALLATION OF THE FORCE MAIN SEWER LINE TO CONNECT LOTS 88 & 89
TO THE NORMAN CLUB HOUSE WASTE WATER SYSTEM, AND THE 1000 GALLON DOSING TANK TO SERVICE THOSE
TWO LOTS.
SPECIAL INSTRUCTIONS: INSTALL AS DEPICTED ON THE ENGINEER'S DESIGN SIGNED, STAMPED, AND DATED 2/24/03,
WITH THE EXCEPTION OF NO SEPTIC TANK INSTALLATIONS ON EITHER LOT 88 OR 89 AT THIS TIME. SEPARATE PERMITS
FOR EACH LOT WILL BE REQUIRED WHEN BUILDING PERMITS ARE APPLIED FOR, AND WILL BE SIZED APPROPRIATELY
BASED ON RESIDENTIAL DESIGN FLOW AND NUMBER OF BEDROOMS. THE DESIGN ENGINEER IS RESPONSIBLE FOR
THE FINAL INSPECTION AND CERTIFICATION OF THE INSTALLATION.
ENVIRONMENTAL HEALTH APPROVAL: Raymond Merry DATE: MAY 30, 2003
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS,
ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES, WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING
REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS
SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF
THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE
LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL
SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED CONCRETE DOSING TANK: 1000 GALLONS IS LOCATED DEGREES AND FEET INCHES
COMMENTS: INSTALLED FORCE MAIN & 1000 GALLON DOSE TANK TO SERVE LOTS 88 & 89 RED SKY RANCH PER
ENGINEERS DESIGN DATED 2/24/03,. THE WATER IS BEING DELIVERED TO THE NORMAN CLUBHOUSE SEPTIC SYSTEM.
ENGINEERS FINAL CERTIFICATION RECEIVED 11/24/04.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CO TED FINAL OVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION
WHEN WORK IS COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL— DATE: DECEMBER 28, 2004
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT NO. 2179A-03
OWNER: VAIL RESORTS DEVELOPMENT PHONE: 970-845-2528
MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620
APPLICANT: THOMAS J. KALLENBACH PHONE: 406-586-2289
SYSTEM LOCATION: 1099 RED SKY ROAD, WOLCOTT, CO TAX PARCEL NO. 1941-214-03-001
LICENSED INSTALLER:_VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO. 52-03 PHONE: 970-845-2528
DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 406-586-2289
MINIMUM REQUIREMENTS FOR THE INSTALLATION OF THE FORCE MAIN SEWER LINE TO CONNECT LOTS 88 & 89
TO THE NORMAN CLUB HOUSE WASTE WATER SYSTEM, AND THE 1000 GALLON DOSING TANK TO SERVICE THOSE
TWO LOTS.
SPECIAL INSTRUCTIONS: INSTALL AS DEPICTED ON THE ENGINEER'S DESIGN SIGNED, STAMPED, AND DATED 2/24/03,
WITH THE EXCEPTION OF NO SEPTIC TANK INSTALLATIONS ON EITHER LOT 88 OR 89 AT THIS TIME. SEPARATE PERMITS
FOR EACH LOT WILL BE REQUIRED WHEN BUILDING PERMITS ARE APPLIED FOR, AND WILL BE SIZED APPROPRIATELY
BASED ON RESIDENTIAL DESIGN FLOW AND NUMBER OF BEDROOMS. THE DESIGN ENGINEER IS RESPONSIBLE FOR
THE FINAL INSPECTION AND CERTIFICATION 0E-UUJNS-T4jAARQAL
ENVIRONMENTAL HEALTH APPROVAL: _DATE: MAY 30, 2003
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS,
ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING
REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS
SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF
THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE
LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL
SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED CONCRETE DOSING TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES
FROM
COMMENTS:
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION
WHEN WORK IS COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL DATE:
MAR-21-2002 03:55P FROM:EAGLE COMITY ENV HEA 9703288788 TO:914065862335 P:1/1
Incomplete Applications Will NOT Be Accepted.
(Si te.Plan MUST be attached)
ISDS Permit # 2 ' r0- d,
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGL'E'P7CO7:::-81631
Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823
* FEE SCHEDULE
* APPLICATION..FEE $350.00
* THIS FEE INCLUDES THE ISDS PERMIT, BITE EyAtUATION--{PZRCOLATION TEST,
* SOIL PROFILE OBSERVATION) AND FI-A 7iNSPECTION `
* ADDITIONAL FEES... MAY BE ..0 ... * CHARGED. A REINS_pECTION ,.IS,...,N CES Ai�Y, OR A
PRE-CONSTRIICTION' SITE VISIT0-CONSI7I;TATION.° . S "NEEDED,
* REINSPECTION FEE $47.001 PkE;CONSTkVCTION`3ITE"VISIT FEE $85.00
* MAKE ALL REMITTANCE PAYABLE -.T0. - --* ":-,8AGLE COUNTY. TREASURER"
4.
PROPERTY OWNER: Vail Resorts
MAILING ADDRESS: P _ n RriX A Sg A.vt�,,, (�h 0 PHONE
APPLICANT/CONTACT PERSON: Thomas .Ka`lienb�ch,-.P.E PHONE:4.06=586-2289
LICENSED SYSTEMS CONTRACTOR :Tam e Pappas ;: V a i I R e s`o' t s`' .'. PHONE 3'7 0- 8 4 5- 2 5 2 8
COMPANY/DBA : V a i l R a c n r t ,T n--�. ADDRESS p Box 9.5.9 A _ inn Co RIA90
****aE►k**,F',�c,k,kiF,t,t***,t*tk11F*YedF7tttiF**+t*#tF*yt.*yF_**�rtttit,k*tk**iFie***,kirk*it1r�F*,kielt�r,k;t�e,cIF*dF
PERMIT APPLICATION IS FOR: { ) NEW INSTALLATION (''-ALTERATION ( } REPAIR
:.
LOCATION OF PROPOSED INDIVIDUAL. SEWAGE. DISPOSAL.SYSTEM:
Legal Description :S et2
Tax Parcel Number:
Physical Address:Lnt RR ..
Clubhouse tys�tem T
BUILDING TYPE: (Check applicable
( ) Residential/Single Family
( ) Residential/Multi-Family*
(X) Commercial/Industrial*
Lot Size: N/A
s.
cate.o.ry)
..'Number of. Bedrooms .
*These systems require design by a Registered
Number of Bedrooms
Type2 homes addition to
.'e,xisting permit
Professional Engineer
TYPE OF WATER SUPPLY: (Check applicable category)
( ) Well ( } Spring ( } Surface
M Public Name 9f Supplier:
APPLICANT SIGNATURE: ®� 1 IDS �i Date:
AMOUNT PAID:
RECEIPT # i �� ✓ V � DATE
CHECK #: cL. r CASHIER: L -77—
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX: (970) 328-8788
TOLL FREE:800-225-6136
www.eagle-county.com
DATE: May 30, 2003
EAGLE COUNTY
TO: Vail Resorts Development
FROM: Eagle County Department of Environmental Health
RAYMOND P. MERRY, REHS
Director
RE: Individual Sewage Disposal System Alteration Permit #2179A-03,
Tax Parcel # 1941-214-03-001, Property Location: 1099 Red Sky Road, Wolcott,
CO., force main connection for lots 88 and 89.
Enclosed is your ISDS Alteration Permit #2179A-03, and a copy of the engineer's design for this
system. The permit is valid for 120 days or for the duration of your current building permit for this
property. The enclosed copy of the permit must be posted at the installation site. Any changes in
plans or specifications invalidate the permit unless otherwise approved. Please note any
special requirements that may have been added to the design by this Department.
Systems that are designed by a Registered Professional Engineer must be certified by the
engineer indicating that the system was installed as specified. Eagle County Environmental
Health must also view the installation prior to back filling. Please can well in advance for
your final inspection. Your TCO will not be issued until our office receives this certification
from the engineer and views the installation.
Please note that our ISDS Permit specifications are typically minimum requirements only and
should be brought to the property owner's attention in case they may wish to install a system
capable of handling larger wastewater flows.
This permit does not indicate conformance with any other Eagle County requirements.
Please notify this office if you have not been contracted to perform this installation.
If you have any questions, please feel free to contact us at (970) 328-8755.
cc: ISDS file # 2179A-03
Fluidyne Engineering, Thomas J. Kallenbach
Chrono file May 2003
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328=8788
TOLL FREE:800-225-6136
www.eaglecounty.us
December 30, 2004
EAGLE COUNTY
tJlr�('l�
Vail Resorts Development
P.O. Box 959�
Avon, CO 81620
RAYMOND P. MERRY, REHS
Director
RE: Final approval of Individual Sewage Disposal System 2179A-03.
Tax parcel #1941-214-03-001. Property location: 1099 Red Sky Road, Wolcott, CO
Dear new owner of a private wastewater system,
This letter is to inform you that the above referenced ISDS Permit has been inspected and
finalized. Enclosed is a copy to retain for your records along with a brochure regarding the care
of your septic system. Additional information about the maintenance of your septic system as
well as information about private wells can be accessed through our web site links we've
provided in the Environmental Health Department's page, hilp://www.eaglecounly.us/envHealth/
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 making sure your septic
tank is on a pumping schedule, you 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,
4 ..
Koni Lauder
Administrative Technician IV
cc: ISDS file, chrono file
enclosures: Final ISDS Permit
Informative materials
500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
May 26, 2004
Thomas J. Kallenbach
Justin Buchanan
Fluidyne Engineering
533 Blackwood Rd.
Bozeman, MT 59718
Dear Tom and Justin,
EAGLE COUNTY
RAYMOND P. MERRY, REHS
Director
A few weeks ago (May 11, 2004) I called your office requesting final certification letters for the
Fazio Clubhouse system permitted under IS-2107-01, and the Norman Clubhouse system
permitted under IS-2179-02. So far I haven't received anything on either of these projects.
Would you please send me certification letters for these permits? We know they are up and
operating, but I need the documentation so I can get them off of my desk! .
Also, last October 9th, Ray spoke with Adie regarding the use of one dosing tank for lots 88 and
89. He expressed concern that if the pump failed it would encumber both properties, and he
wants each lot to have its own dosing tank. We released the Building Permit for lot 89, but IS-
2313-03 has not been issued pending the dosing tank issue. Please address this with a letter that
alters the original design so that each lot has its own dosing tank. The occupancy of the
residence on lot 89 will be denied until this is cleared up. I don't think they are close to finishing
the house yet, but I would hate to let this drag on when we can take care of it now.
I hope everything is going well for both of you. I'm moving to Denver sometime this summer to
be closer to my family, which now includes a new grand daughter! I've enjoyed working with
both of you, and I hope our paths cross again before I'm out of here! Take care.
Sincerely,
Janet Kohl
Eagle County Environmental Health
500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
F L U I D Y N E
Scientists - Engineers - Inventors
February 24, 2003
Ray Merry
Eagle County Environmental Health
500 Broadway
P.O. Box 179
Eagle, CO 81631
Re: Lot 88 and 89 Red Sky Ranch Plans
Ray Merry:
Included in the cover of this letter are the signed and stamped plans for lots 88
and 89 Red Sky Ranch, which will join into the West Norman Clubhouse
Wastewater Treatment System. Please note that the revised West Norman
Clubhouse design criterion is found on the C14.2 Design and Specification Plan
Sheet.
Please call if you have any questions or need any further information.
Sincerely,
Adie Phillips
Cc: Jamie Pappas
F L U 1 D Y N E
Scientists - Engineers - Inventors
November 24, 2004
Ray Merry, Director
Eagle County EHD
P.O. Box 850
500 Broadway
Eagle, Colorado 81631-0850
Subject: Pump Chamber Serving Red Sky Ranch Lot 88 and 89
Dear Ray:
Installation and testing of the pump chamber serving Lots 88 and 89 is complete. Please
accept this request to issue final paperwork allowing the pump chamber to be put into
service. I have enclosed a letter from Deb DeCrausaz, P.E. of Vail Resorts Development
Company, reporting the results of the testing required by the approved plans. As
expected, the pump has performed as designed and the tank has passed the design water-
tightness test. I am, however, waiting for the contractor to provide a copy of his as -built
plan.
Apparently the contractor left town for the Thanksgiving holiday and will return next
week. Therefore, I am requesting that final approval be granted by your office with the
understanding that it will be my responsibility to provide as -built drawings within 14
days of the approval date. I can assure you that the tank was installed, within reasonable
tolerances, as shown on the approved plan.
Please contact me wi ` suggestions.
S
Sinc ely cQ`� J KA<<�`����d
o y
3 63 i
Thomas J. Kallenbach, NA L E
enc.
c. Deb DeCrausaz
ALE COUNTY
FAX COVER SHEET
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
P.O. BOX 1799 EAGLE, CO 81631
970-328-8755 970-328-8788 FAX
TO: Jamie Pappas
FAX #: 845-2555
FROM: Janet
NO. OF PAGES INCLUDING COVER SHEET: 3
REGARDING: Red Sky Ranch Alteration to Norman Clubhouse ISDS-2179-02
This is the information that we discussed that is on the back of the folder for the Norman Course
permit #2179-02. I have also included the Alteration Permit #2179A 03 for vour review.
5/21/03 Reviewed plans sent for alteration of the Norman Course drain field are and addition of Lots
88 & 89 to the system. The Dram field size will not be altered to add these two lots since the system
a a.aaua.a. ul[Llll
field area via the first submittal based on actual flows seen at the Fazio Course Clubhouses stem
15 000 d No downsizing will be gpDroved. Lots 88 & 89 can be connected to the Normans stem
without alteration of the drain field. Issue and alteration Permit specifically for instaHinL3r the force
main and 1000 tyallon dosing tank asspecified.. This alteration does not include Dennission to install
any septic tanks on either lot 88 or 89 Those permits will be pulled along with building_ permits and
will be sized appropriately based on residential design flow and # of bedrooms Separate permits
150 each) will be reauired at that time
5/29/03 Received clarification letter from Fluidvne to allow an alteration permit to be issued Issue
permit for an alteration to the Norman Course system The degree of alteration consists of the
placement of a force main and 1,000 gallon dose tank as depicted on the engineer's design signed
stamped and dated 2/24/03 with the exception of no septic tank installations on either lot 88 & 89 at
this time. Separate permits will be required ($150) at time of permit
If you do not received all pages please call our office (970) 328-8755
O
2179A
03
PROJECT Force Ma
Force Main & Dose Chamber
Lots 88 & 89
PROJECT�'c��
project description
date
task/action
follow-up
start
date
completion
date
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documents enclosed
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DETAIL
Al'
LEGEND
TYPICAL WASTEWATER SYSTEM LAYOUT
CLEAN OUT
0
PERCUTION TEST
*#
WATER SUPPLY SYSTEM
PROP(SED LARGE ELECTRIC VAULT UM1-35L
F VI
PROPC3ED SMALL ELECTRIC VAULT UM-30R
PROPOU ELECTRIC TRANSFORMER UM1-13S
FE]
PROPOSED ELECTRIC SWITCHGEAR UM1-35
EXISTING TELEPHONE PEDESTAL
PROPOSED TELEPHONE DLC
PROPOSED CENI7URYTEL TELEPHONE VAULT
PROPOSED VA TELEPHONE VAULT
VA
PROPOSED TELEPHONE HANDHOLE
PROPOSED ELECTRIC SERVICE STUB
PROPOSED TELEPHONE SERVICE STUB
A
EXISTING OVERHEAD ELECTRIC
IM EE -
PROPOSED BURIED ELECTRIC MAIN PE PE
PE FE -FT FS -
PROPOSED JOINT TRENCH -PJT PJT
pff P-rr Pff PJT -
PROPOSED TELEPHONE FIBER OPTIC
PROPOSED GAS REGULATOR STATION
PROPOSED 2* GAS SERVICE STUB
PROPOSED 4--GAS LINE -M4 - M4
V64 FC"
PROPOSED 6' GAS SERVICE F" -
FM
r,
V.. .
A B
ZW GALLON PRECAST CONCRETE DUAL COMPARTMENT SEPTIC TAW
F1N1$HED G ADE INSULATE BOTTOM OF LIDS (TYP)
V
-------------------
Al os
JA
v e. d d
.,_-----INSTALL TEE
I "0 SCH 40 PVC
FROM LOTS 88 & 89
1/4' PER FOOT, MAINTAIN
MINIMUM SLOPE = 18" BELOW
LIQUID LEVEL USE TEE OR
COVCRETE BAFFLE
v
0 0
RAW SEWAGE LINE
FROM LOTS 88 & 89
WO GALLON PRECAST
CONCRETE SEPTIC TANK
A wTAL
SCALE: 1 /2' = 1'
CONNECTION TO EX18TING ELIMINITE RETURN LINE
- LOCATED IN THE COMBINED TRE[CFI
BACKSLOPE
AS SPECIFIED TO CONFOR
TO
OSHA REGULATIONS
1=I I l-1 11=1 I I-1! 1=1 I I=1 I lil I I
I-
I —I I I —I I I=1I I=III=1I1=1I1=1I I EXISTING 6' SCII 40 PVC IFFLUEI
RETURN I I—) I III —III —I I=III=1 11= ELIMINITE®NUN TOTOETO DRAIN FF
_ EXISTING 2* CONDUIT FROM SEPTIC TANK = SEP11C TANK
TO ELIMINITE UNITS--II1=1! 1=111=1 1=1 11= I I I
——
EXISTING 4' D►A. SCH 40 PVC o 0
VENTILATION LINE TO DRAINFIELD
EXISTING (2) 3- SCH 40 PVC FORCEMAIN
TO ELIMINITE UNI o 4' 45' FITTING
o 0
0
4' X 2' REDUCING COUPLING
fl o
p o
2'0 (IPS) HDPE 160 psi SERVIC!
fl o
PVC SCH 80 BARBED FITTING
fl o W/ 2 STAINLESS STEEL HOSE CLAPS
EXISTING 6" SCH 40 PVC EFFLUENT 6' X 4' WYE
RETURN LINE SLOPE TO DRAIN FROM o
ELIMINITE@ UNIT TO SEPTIC TANK INVERT
NOTE:
JOINT TRENCH CONTAINS NUMEROUS LINES AND
CONDUITS. CONTRACTOR RESPONSIBLE FOR
PROTECTING THE INTEGRITY OF EXISTING LINES.
t
- I
C D I E
28" I.D. RISER GREEN FIBERGLASS, INSULATED, 1000 GALLON PAST COS DOSE TAW
LOCKING LID (TYP OF ALL LIDS)
WATER TIGHT o
JUNCTION BOX o
SLOPE 1/4" PER FOOT
4'0 SCH 40 PVC
2"0 SCH 40 PVC
2' THICK EXTRUDED CLOSED CELL,
SUBGRADE INSULATION (TYP)
in
HIGH WATER ALARM
PUMP DN
N FLOAT
4, SWITCH
U
G►�
CONTRACTOR TO PROVIDE TANK BEDDING IN
ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
CONTRACTOR SHALL SUFFICIENTLY BED PIPING
INTO AND OUT OF TANKS TO PREVENT SETTLING.
HYDROMATIC OSP 50 SUBMERSIBLE
EFFLUENT PUMP
1000 GALLON PRECAST
CONCRETE DOSE TANK
PLAN VIEW CONNECTION DETAIL
HYDROMATIC 0!P 50 SUBMERSIBLE
EFFLUENT PUMF TO FORCEMAIN
PROVIDE SUFFICIENT 2" HDPE PIPE TO ALLOW
SNAKING THROUGHOUT THE TRENCH NR
THERMAL EXPANSION / CONTRACTION
FITTING
' REDUCING COUPLING
(IPS) HDPE 160 psi SERVICE
:H 80 BARBED FITTING
STAINLESS STEEL HOSE CLAMPS
6'X4'WYE
PIPE BEDDING MUST
BE FREE OF LARGE
ROCKS, SHARP ROCKS,
TREE STUMPS, LOGS,
& OTHER UNSUITABLE
DEBRIS. _
F
G
-
—
z
SIDE VIEW OF
DOSE TANK PIPING ASSEMBLY,
2'x 2"x 1' SCH 80 TEE"
2" SCH 80 PVC
CHECK VALVE w/ UNION
g�ZZL,
2" SCH 80 BALL VALVE
Z' ``' tea
1 "0 BALL VALVE FOR
( 1
m z
�mMZo�
< a
INSPECTING CHECK
a o m
_ VALVE
_e=��o��e�
a Z O —
Lu ir-
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2' SCH. 80 PVC
a
a
- 2"0 (IPS) HDPE 160 psi FORCEMAIN
(
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,I0 I I
PVC SCH 80 BARBED FITTING
r
W/ 2 STAINLESS STEEL HOSE CLAMPS
j
1 3
Z�
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I 0 I
ASTEWATER NOTES � I `, � ;
SEPTIC TANK. 1500 GALLON PRECAST CONCRETE SEPTIC TANK
I
DOSE TANK: - 1000 GALLON PRECAST CONCRETE DOSE TANK
f
DOSE PUMP: HYDROMATIC OSP 50 SUBMERSIBLE EFFLUENT PUMP
DOSE PUMP CONTROLS: SIMPLEX CONTROL PANEL EQUIPPED WITH AUDIBLE
C
- VISIBLE HIGH WATER ALARM AND DOSE COUNTER
FORCEMAIN: APPROX. 770' 2"0 (IPS) 160 psiO4
en
DRAINFIELD FLOAT ASSEMBLIES: 3 ANCHOR MINI -FLOATS, OR EQUIVALENT
i
t
I
i00
Iq
too
PM ELECTMAL NOTES
HYDROMATIC OSP 50 SUBMERSIBLE EFFLUENT PUMP
HORSEPOWER:
ONE-HALF HP
PHASE:
SINGLE PHASE -
VOLTAGE:
115V OR 230V
POWER CORD:
20 FT STD.
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w MNSTRU=N NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY IDENTIFYING THE LOCATION OF
INDIVIDUAL COMPONENTS OF THE WASTEWATER TREATMENT AND CONVEYANCE SYSTEM
SO THAT CONSTRUCTION TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF
THESE UNDERGROUND UTILITIES. AT NO TIME WILL ANY EQUIPMENT OR MACHINERY BE
ALLOWED TO OPERATE OVER ANY PORTION OF THE WASTEWATER TREATMENT OR co N
WASTEWATER CONVEYANCE SYSTEM UNLESS THAT PORTION OF THE SYSTEM HAS BEEN 4 0
SPECIFICALLY DESIGNED TO WITHSTAND THE LOADING OF SUCH EQUIPMENT.
2. ALL PIPING AND FITTINGS SHALL CONFORM TO ASTM D1785 �x
SPECIFICATION FOR PVC PLASTIC PIPE SCH 40.: �
3. PVC TO BE JOINED w/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER
MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING I I
CEMENTED. FITTINGS PRIMED w/ COLORLESS PRIMER WILL BE REJECTED BY 1 I I Q THE ENGINEER AND REPLACED AT THE CONTRACTORS EXPENSE. (1 I
4. PREPARE BEDDING FOR SEPTIC TANK AND DOSE TANK ACCORDING TO C f I
MANUFACTURER'S RECOMMENDATIONS I ; I
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5. CONTRACTORS SHALL PREPARE ALL BEARING SURFACES TO,A TRUE ' {
AND LEVEL LINE PRIOR TO ERECTION. STRUCTURE BEDDING SHALL MEET I { I I I I
THE MANUFACTURER'S REQUIREMENTS. ALL SUPPORTS OF THE PRECAST Ij I
TYPICAL BUILDING SEWER STRUCTURES SHALL BE ACCURATELY LOCATED AND OF REQUIRED SIZE I I I
BEARING MATERIALS. TANKS SHALL BE INSTALLED LEVEL I
UNDER TRAVELED WAYS AND BE _ i II
" SUBGRADE OR GROUND 6. SUBGRADE ELEVATION N '
\ ',"r •,". •,". •,�, r �,' % SURFACE LOCATION. NOT TO VARY BY MORE THAN 1/2 AT ANY � � I I I IZI
BACKSLOPE AS r,r�,.•,,�,"�,r•,. \\ I
�fQl
SPECIFIED /
'�' ••-'r�' �1 7. DO NOT INSTALL TANKS ON OR BACKFILL WITH FROZEN SOIL I 1
CONFORM TO OSHA �' �' ,' r " VERTICAL TRENCH ,
•' r";r" r'
REGULATIONS. TYPE "r r • . *'rr• " WALLS TO CONFORM I
1 EXC. (NO STEEPER // "*•�',;'�'', *',* �',,�,',`�," %/ TO OSHA REGULATIONS 8. SLOPE ALL PIPES TO DRAIN.
THAN 1:1 SLOPE
EXCEPT FOR ROCK) "•'"�'.'_''-','�,','r,'/9. CONTRACTOR TO INSULATE PIPING THAT DOES NOT DRAIN BELOW FROST'
r, r -, r •; r r , \ \\ \ PENETRATION DEPTH. i IJ
TYPE"A" OR 'B' ,, ','r • 'r �,'s�•,'s�•, I I I I
TRENCH BACKFILL "",y" " }r'r �r s �r',ir',' 10. THE MANUFACTURER SHALL PROVIDE LIFTING INSERTS.
2"0 MAIN ''r • "r' r *;, ;'r �,; 2" SUBGRADE INSULATION 11. PRECAST CONCRETE STRUCTURES SHALL NOT BE TRANSPORTED AWAY
'•','"'.'" r s}'y ",*y • N UNDER TRAVELED WAYS AND FROM THE CASTING YARD UNTIL THE CONCRETE HAS REACHED 75% OF w I
PIPE BEDDING IMPORTED WHERE PIPE IS LESS THEN 4' THE MINIMUM REQUIRED 28 DAY COMPRESSIVE STRENGTH AND A I
4' CLEAN GRAVEL " z BELOW GROUND SURFACE PERIOD OF AT LEAST 5 DAYS HAS ELAPSED SINCE CASTING, UNLESS ;� I i c
3/4 WASHED GRAVEL o OTHERWISE PERMITTED BY THE ENGINEER. -
OR SAND PLACED IN 6" MAX LIFTS I i
4' CLEAN GRAVEL & COMPACTED TO 95% 8" C.M.P. ACROSS 12. SEALANT FOR JOINTS BETWEEN PRECAST SECTIONS SHALL BE FLEXIBLE I Q
OR SAND DENSITY ACCORDING TO TRAVELED WAYS BUTYL RESIN SEALANT CONFORMING TO FEDERAL SPECIFICATION
AASHTO T-99. \ SS-S-210A AND AASHTO M-198-B. Via,
13. TANK SHALL PASS A 24" HOUR WATER TIGHTNESS TEST WITH NO
4"O SCH 40 PVC MEASURABLE DROP IN 24 HOURS. _TANKS NOT MEETING THIS III I ii I
REQUIREMENT WILL BE REJECTED AND REPLACED % REPAIRED AT F l a
CONTRACTORS EXPENSES. I '
14. CONCRETE DISPLAYING 'HONEYCOMB" FINISH OR CRACKS WILL BE
REJECTED AND REPLACED AT CONTRACTORS EXPENSE. I t 1
15. NO CONTRACTOR, SUBCONTRACTOR OR ANY OF HIS EMPLOYEES SHALL l ! I
ARBITRARILY CUT, DRILL PUNCH, OR OTHERWISE TAMPER WITH THE
PRECAST CONCRETE STRUCTURES.
16. CONTRACTOR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE ENGINEER.
17. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE INC
AT CONTRACTORS EXPENSE
18.. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THESE PLANS, ANY
CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY FLUIDYNE INC.
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CONSTRUCTION NOTES
EPARTENERAL
PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING
PROCESS SHOULD BE ACCOMPLISHED AS LISTED BELOW (AWWA, 1981).
1.1 DESCRIPTION
BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAY
PRESENT A HEALTH HAZARD IN ENC.OSED AREAS, SOLVENT CEMENTS
ANY ACTIVITY ON OR ABOUT THE INDICATED ABSORPTION FIELD AREA IS
SHOULD BE USED WITH CARE. AVOIC CONTACT WITH EYES AND SKIN AND
STRICTLY PROHIBITED. CONTRACTOR IS SOLELY RESPONSIBLE FOR
LONG-TERM BREATHING OF VAPORS.
COMPLYING WITH THIS CONDITION. ANY CHANGE TO THE SITE WHETHER
DUE TO THE CONTRACTOR OR BY OTHER WILL BE REPAIRED, OR A NEW
STEP 1. CUT CASING USING A FIN --TOOTH SAW AND A MITRE BOX TO
SITE WILL BE SELECTED AT THE CONTRACTORS EXPENSE. CONTRACTOR IS
AVOID ROUGH OR UNEVEN CUTS.
RESPONSIBLE FOR ALL EXPLORATORY FEES, PERMITTING COSTS,
-
PROFESSIONAL FEES AND LIQUIDATED DAMAGES.
STEP 2. SMOOTH THE CUT END NTH A KNIFE, FILE, OR SANDPAPER.
REMOVE ALL BURRS AND CUTTINGS.
THIS SECTION COVERS THE CONSTRUCTION OF THE
INFILTRATION/PERCOLATION CELLS, INCLUDING CONSTRUCTION OF PIPING
STEP 3. CLEAN THE CONTACT SURFACES OF THE PIPE END AND SOCKET
NETWORKS, PURGING/PRESSURE TESTING, CHAMBER INSTALLATION,
WITH A CLEAN, DRY COTTON CLOTH OR PAPER TOWEL GREASE MUST BE
BACKFILLING, DRESSING AND CLEANUP OF THE SITE,
REMOVED WITH A CLEANER RECOMMENDED BY THE SOLVENT CEMENT
MANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE
11 SITE PROTECTION
PAPER AIDS IN THE DEVELOPMENT IF A BETTER BOND.
1.2.1. BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT
STEP 4. CHECK THE FIT OF THE ACTIONS TO BE CEMENTED. A GOOD
DRIVE OVER DRAINFIELD AREA BEFORE OR AFTER INSTALLATION OF
"DRY FIT' SHOULD SHOW THE SPIGOT END ENTERING THE SOCKET TO
INFILTRATOR CHAMBERS.
ABOUT ONE-HALF TO TWO-THIRDS )F ITS DEPTH. SOME MANUFACTURERS
SUPPLY CASING WITH MARKS TO DESIGNATE PROPER FIT. INCORRECTLY
1.2.2 SCHEDULE WORK FOR TIME WHEN DRY CONDITIONS ARE FORECAST
DIMENSIONED PIPE, BELL, OR COUPLNG SHALL NOT BE USED.
FOR ONE WEEK PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL MAINTAIN ACCURATE SET OF DRAWINGS SHOWING 'AS
STEP 5. IF THE CASING IS MADE OF PVC, APPLY A PRIMER TO THE
BUILT` CONDITIONS. THESE RECORDS SHALL BE ON SITE AND READY FOR
INSIDE SURFACES OF THE SOCKET. THE PRIMER MAY REQUIRE MORE TIME
INSPECTION AT ALL TIMES WORK IS IN PROGRESS.
TO SOFTEN THE BELLED END CASINP' SOCKETS THAN IS NECESSARY TO
PREPARE THE SOCKETS OF A MOLDM COUPLING.
PART 3 - EXECUTION
STEP 6. PRIMER SHALL BE APPLI D TO THE OUTSIDE OF THE PVC
3.1 SITE PREPARATION INFILTRATION SYSTEM CONSTRUCTION
CASING (SPIGOT) END TO PREPARE IT FOR JOINING. ALL SURFACES TO BE
CEMENTED SHALL BE COATED WITH THE PRIMER.
3.1.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING,
CLEARLY, THE LOCATION OF INDIVIDUAL COMPONENTS OF THE
STEP 7. APPLY A THIN COAT OFSOLVENT CEMENT TO THE INTERIOR
WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO CONSTRUCTION
SURFACE OF THE SOCKET. THE U� OF_TOO MUCH SOLVENT COULD
TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF THESE
WEAKEN THE CASING WALL
UNDERGROUND UTILITIES. AT NO TIME WILL ANY EQUIPMENT OR
MACHINERY BE ALLOWED TO OPERATE OVER ANY PORTION OF THE
STEP 8. APPLY A UNIFORM COAL OF SOLVENT CEMENT TO THE OUTSIDE
WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS
SURFACE OF THE SPIGOT END OF HE CASING.
THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO
WITHSTAND THE LOADING OF SUCH EQUIPMENT. DAMAGE CAUSED BY
STEP 9. INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY
SUCH ACTION WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. IN
INTO THE SOCKET TO THE ENTIRE IEPTH OF THE SOCKET WHILE BOTH THE
ORDER TO PREVENT UNNECESSARY COMPACTION AND SOIL DAMAGE, IT IS
INSIDE SOCKET SURFACE AND OUT9)E SURFACE OF THE CASING ARE
RECOMMENDED THAT EACH CELL IS CONSTRUCTED INDIVIDUALLY, AND
COMPLETELY COATED WITH WET CEMENT:
BACKFILLED WITH THE SOIL EXCAVATED FROM THE NEXT CELL OTHER
CONSTRUCTION METHODS SHALL BE EVALUATED BY THE ENGINEER FOR
STEP 10. TWIST CASING 1/8 TO Y4 TURN THEN HOLD THE SOCKET AND
APPROVAL
CASING SEC11ONS TOGETHER FOR A LEAST 15 TO 20 SECONDS OR UNTIL
AN INITIAL SET TAKES PLACE.
3.2 CONNECTION TO 6" PVC SCH 40 ELIMINITE§ RETURN LINE
STEP 11. WIPE THE EXCESS CEMEIT FROM THE SOCKET. A PROPERLY
3.2.1 ALL INFILTRATION PIPE AND FITTINGS SHALL CONFORM TO ASTMM
CEMENTED JOINT SHOULD SHOW A EAD OF SOLVENT CEMENT AROUND
D1785, STANDARD SPECIFICATION FOR PVC PLASTIC PIPE SCHEDULE 40.
THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THE
SOCKET.
3.2.2 ALL SOLVENT -CEMENTED JOINTS SHALL BE MADE IN ACCORDANCE
WITH ASTM D2855, STANDARD PRACTICE FOR MAKING SOLVENT -CEMENTED
STEP 12. TO INSURE A STRONG IDND, A JOINT SHOULD REMAIN
JOINTS WITH PVC PIPE AND FITTINGS. PRIMER USED SHALL IMPART A
UNDISTURBED UNTIL AN INITIAL SETTS REACHED (TABLE 1).
SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIBITING
SUCH COLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED
I
AT THE CONTRACTOR'S EXPENSE. (SEE SECTION 3.3 PREPARATION OF PIPE
TABLE 1. SOLVENT CEMENTING OF IEI_LED END CASING - APPROXIMATE
SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE).
INITIAL SET TIMES*
Temperature Range Minute
3.2.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH During Initial Set 2 and 3 in Sizes Larger
INFILTRATION CELL TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN E .0 Casing (51.and 76 mm) theen 3nin
ACCORDANCE WITH SECTION 02221 TRENCH EXCAVATION AND BACKFILL
FOR PIPELINES & APPURTENANT STRUCTURES, OF THESE SPECIFICATIONS. 15 to 40 -9.4 to 4.4 7.5 15
FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3 5 to 15 -15.0 to -9.4 30 60
INCHES. -20 to 5 -28.9 to -15.0 90 180
3.2.4 CONSTRUCT FORCEMAIN AND CONNECTION AS SHOWN ON THE *DEVELOPMENT OF FULL OPERATiNGSTRENGTH REQUIRES CURE PERIODS
PLANS ABOUT TEN TIMES LONGER THAN SOWN BY THIS TABLE.
i
3.2.5 EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN
MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING INSTALLED. AT j
TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF PIPE
SHALL BE CLOSED BY A PLUG OR OTHER MEANS APPROVED BY THE
ENGINEER. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS i
THAT HAS ENTERED THE LINES IN THE PROCESS OF CONSTRUCTION. ANY
FOREIGN MATERIAL REMAINING IN THE DISTRIBUTION SYSTEM AFTER
CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE.
3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE
JOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE
INTEGRITY OF THE JOINT WILL BE A FUNCTION OF THE THOROUGHNESS OF
THE JOINING TECHNIQUES. THE MATERIALS AND TOOLS REQUIRED
INCLUDE (AWWA, 1981):
1. A FINE-TOOTHED SAW
2. A MITRE BOX
3. A SMALL KNIFE, FILE, OR BEVELING TOOL
4. FINE-GRAINED, ABRASIVE PAPER
5. CLEAN, DRY CLOTH OR PAPER TOWEL
6. CLEANER AND/OR PRIMER CAPABLE OF IMPARTING COLOR.
7. THE PROPER SOLVENT CEMENT
8. A NATURAL BRISTLE BRUSH APPROXIMATELY HALF THE DIAMETER OF
THE CASING BEING JOINED OR A SPECIALLY DESIGNED APPLICATOR WHICH
MAY BE INCLUDED IN THE SOLVENT CEMENT CONTAINER
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l9e5icin Criteria Norman Clubhouse and Lot. 88 and 89
No Clubhouse
Peak Wa5tew 6eneration: Average I'azio Clubhouse 1%bw: I0 qpd
X P,,Irq Factor- ( 2 lots at �2E� o0on5 perdaq re5i'derbcA
flaw X 1,5 peakk factor) --5225 cOI� per daq
11 1
Adequate Septic Tank 5ize,(to provide :'0 hour refer ton time) : 5225
galior5 per dad/ 24 "r� per da> ;r I154A color>a per hour
154.4 qoi� per hour X 30, hour retentionI ime=
4032 gal66 �, X
5epfic Tank Size in Ve5ign: 12,800 lens
Absorption Area: 22 gallon5lper �auf 0.6 c065 per JA per 5q.. ft
r 5575 SGt, ft.
Absorption area Credit for Chambers: �?W5� sq,, ft.
-( 5575 X �07,) _ 2687. 5� 5q., ft.
Absorption Area Credit for,bosinq: 2687,5 5q, f 'I'\
-( 2687.5 X 2�? )1 2015,625 5a. ft,
Peauired absorption 545tem: 2015.62�7 5q.. ft. t
Chambers Vequired: f 01 �2.625 sq.. ft,/ 15.E sa, ft, per chamber-
1 50 chambers
Absorption 545tem ( Aak: 1011eral5 at 2�35� feet long
< 59) f ambers each)
Absorpt nArea Aichieved: 604sq, ft,
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LOTS 88 and 89 Pump Selection
Total Static Head
0.0
ft
FLOW (gpm)
0
30
50
70
Pipe
Length (ft)
800
800
800
800
Inside diameter (in)
1.943
1.943
1.943
1.943
Haz-Will coefficient
130
130
130
130
Friction Loss (ft)
0
22.1
56.8
105.8
Total Pipe Loss (ft)
0
22.1
56.8
105.8
TOTAL DYNAMIC HEAD
Flow (gpm)
0
30
50
70
Fitting Losses
0
1.4
2.1
3.2
TDH (System)
0.0
23.5
58.9
109.0
Hyrdomatic QSP 50
25 -
19
- 12
Minor Losses (Fitting)
Discharge toDrainfield - - -
-Total K-2 Inch
Type
K
2 inch
6
Std Elbow
0.9
4
Velocity in 2 Inch Pipe
45 Degree
0.4
6
2.655
22.5 Degree
0.2
0
11.25 Degree
0.1
0
Length of Dosing Assembly
20
Fitting Loss at Pump Operation
Dosing Assembly Diameter
2
1.1 ft
Pump operating parameters
26
gpm
20 ft of TDH
Dose volume
250
gallons
Pump Operation Time
9.6
minutes
h-Q Curve for Lot 88 and 89 For+cemain to Norman System
70.0
60.0
50.0
�1
40.0
ty 30.0
20.0
10.0
i
0.0
1 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70
Flow (gpm) TDH (System)
- - Hyrdomatic OSP 50
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