HomeMy WebLinkAboutRSR Lower Aspen Bluffs Cluster - 194122100016INDIVIDUAL 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. PERMIT NO. 2112-01 BP NO.
OWNER: VAIL RESORTS DEVELOPMENT COMPANY PHONE: 970-845-2528
MAILING ADDRESS: P.O. BOX 959 AVON CO 81620
APPLICANT: THOMAS J. KALLEN 3ACH PHONE: 406-586-2289
SYSTEM LOCATION:LOWER ASPEN BLUFFS LOTS 9-15 RED SKY RANCH WOLCOTT TAX PARCEL NO. 1 1941-221-00-016
LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT JAMIE PAPAS LICENSE NO. 17-01 PHONE: 970-845-2528
DESIGN ENGINEER: FLUIDYNE ENGINEERING THOMAS KALLENBACH PHONE NO. 406-586-2289
INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR LOTS #9, 10, 11, 12, 13, 14, 15
3,500 GALLON LEACH FIELD DOSING TANK 4,340 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 140 INFILTRATOR
UNITS AS PER ENGINEER'S DESIGN DATED APRIL 5 2001
SPECIAL REQUIREMENTS: THIS PERMIT ALLOWS THE INSTALLATION OF THE LEACH FIELD DOSING TANK THE
ABSORPTION FIELD AND STUB OUTS FOR LOTS 9-15 .INSTALL EXACTLY AS SPECIFIED ON FLUIDYNE ENGINEERING'S
PLANS SIGNED AND DATED BY THE ENGINEER ON APRIL 5 2001. MAINTAIN ALL APPLICABLE ISDS SET BACKS AND
DO NOT INSTALL IN WET WEATHER. INDIVIDUAL LOTS WILL REQUIRE SEPARATE PERMITS IN ORDER TO CONNECT
TO THIS SYSTEM THE LOTS EACH WILL HAVE THEIR OWN 1500 GALLON SEPTIC TANK 1000 GALLON DOSING TANK
AND D-NITE UNIT. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL
INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS
REGARDING THE INSTALLATION. ANY CHANGES IN THE DESIGN MUST BE APPROVED BY THIS DEPARTMENT
BEFORE IMPLEMENTATION. PROVIDE AS -BUILT DRAWINGS OF THE INSTALLATION AFTER THE SYSTEM IS
COMPLETE.
ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: AUGUST 14 2001
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 ABSORPTION OR DISPERSAL AREA: 4340 SQUARE FEET VIA 140 INFILTRATOR UNITS AS PER DESIGN.
INSTALLED 3500 GALLON DOSING TANK.
COMMENTS: THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON JUNE 6 2003, AS -BUILT DRAWING WAS
REQUESTED AT THAT TIME AND INSTALLER INDICATED WITH A LETTER THAT THE SYSTEM WAS STAKED OUT PER
ENGINEER'S COORDINATES AND INSTALLED EXACTLY AS ON THE PLANS. THIS DRAIN FIELD SERVES LOTS 9
THROUGH 15 OF THE RED SKY RANCH SUBDIVISION KNOWN AS LOWER ASPEN BLUFFS.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS
MADE. ARRANGE A RE -INSPECTION WHEN-WORKIS- OMP___.__
ENVIRONMENTAL HEALTH APPROVAL /' �� — ' DATE: MAY 11 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. PERMIT NO. 2112-01 BP NO.
OWNER: VAIL RESORTS DEVELOPMENT COMPANY PHONE: 970-845-2528
MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620
APPLICANT: THOMAS J. KALLENBACH PHONE: 406-586-2289
SYSTEM LOCATION: LOWER ASPEN BLUFFS, LOTS 9-15, RED SKY RANCH, WOLCOTT, CO TAX PARCEL NO. 1941-221-00-016
LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT COMPANY, JAMIE PAPAS LICENSE NO. 17-01 PHONE: 970-845-2528
DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS KALLENBACH PHONE NO. 406-586-2289
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR LOTS #9, 10,11, 12, 13, 14,15
3,500 GALLON LEACH FIELD DOSING TANK 4,340 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 140 INFILTRATOR UNITS, AS PER ENGINEER'S
DESIGN DATED APRIL 5 2001
SPECIAL REQUIREMENTS: THIS PERMIT ALLOWS THE INSTALLATION OF THE LEACH FIELD DOSING TANK, THE ABSORPTION FIELD AND STUB
OUTS FOR LOTS 9-15 .INSTALL EXACTLY AS SPECIFIED ON FLUIDYNE ENGINEERING'S PLANS SIGNED AND DATED BY THE ENGINEER ON APRIL 5,
2001. MAINTAIN ALL APPLICABLE ISDS SET BACKS, AND DO NOT INSTALL IN WET WEATHER. INDIVIDUAL LOTS WILL REQUIRE SEPARATE PER-
MITS IN ORDER TO CONNECT TO THIS SYSTEM. THE LOTS EACH WILL HAVE THEIR OWN 1500 GALLON SEPTIC TANK, 1000 GALLON DOSING TANK
AND D-NITE UNIT. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK
FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. ANY CHANGES IN THE DESIGN
MUST BE APPROVED BY THIS DEPARTMENT BEFORE IMPLEMENTATION. PROVIDE AS -BUILT DRAWINGS OF THE INSTALLATION AFTER
THE SYSTEM IS COMPLETE.
ENVIRONMENTAL HEALTH APPROVAL: DATE: AUGUST 14 2001
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF T)fE 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 ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA )
INSTALLED 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:
(Sate Man JWST be
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Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: August 14, 2001
TO: Vail Resorts Development, Jamie Pappas
FROM: Environmental Health Division
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Issuance of Individual Sewage Disposal System Permit No.2112-01. Tax Parcel
# 1941-221-00-016. Property Location: the Lower Aspen Bluffs, Lots #9 through
15, Red Sky Ranch, Wolcott, CO., Vail Resorts Development property.
Enclosed is your ISDS Permit No. 2112-01. You will also receive a copy of the field set of plans
with a copy of the permit affixed to the front, from the design engineer. It 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
invalidates the permit unless otherwise approved. Please note any special requirements
that may have been added to the design by this department.
Systems 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 call 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.
Permit specifications are minimum requirements only, and should be brought to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements. Please
notify this office if you have not been contracted to perform this installation.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
Fluidyne Engineering, Thomas Kallenbach
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX:(970) 328-8788
TOLL FREE:800-225-6136
www.eaglecounty.us
May 11, 2004
Jamie Pappas
Vail Resorts Development
P.O. Box 959
Avon, CO 81620
EAGLE COUNTY
RAYMOND P. MERRY, REHS
Director
RE: Final of ISDS Permit #2112-01, Tax Parcel #1941-221-00-016. Property location:
Red Sky Ranch, Lower Aspen Bluffs Cluster System for lots 9 through 15,
Wolcott, CO.
Dear Mr. Pappas:
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. This permit does not indicate
compliance with any other Eagle County requirements. Also enclosed is a brochure regarding
the care of your septic system.
Be aware that later changes to your building may require appropriate alterations of your septic
system.
If you have any questions regarding this permit, please contact the Eagle County Environmental
Health Division at (970) 328-8755.
Sincerely,
Janet Kohl
Eagle County Environmental Health Department
ENCL: Educational Brochure
Final ISDS Permit
cc: files, May 2004 Chrono file
500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
IF L U 1 D Y N E
Scientists Engineers Inventors
June 6, 2003
Eagle County Environmental Health Department
Ray Merry, Director
500 Broadway
P.O. Box 179
Eagle, CO 81631
Subject: Red Sky Ranch Lower Aspen Bluff Certification of Completion
Dear Ray:
Please accept this letter as confirmation of completion of the components serving the
Red Sky Ranch Lower Aspen Bluff clustered system.
Vail Resorts Development Co engineer Jamie Pappas, P.E, has tested the system. The
certification process involved a leak test on the septic and dose tanks and a squirt test
on the drain field (see enclosed).
The inspection reveals the functionality of the system and its ability to support the
treatment of wastewater. This letter serves as a certification of the system, that it is
operative to provide wastewater treatment and that it was built in accordance with the
plans.
Please call with any questions.
Respectfully,
Adie Phillips for Thomas J Kallenbach, P. E.
Cc: Jamie Pappas
ZOO [a [C099 -ON qOf-] eg:fT IIHI COOZ/20/90
V A I L R E S 0 R T s D E V E L 0 P M E N T C 0 M P A N Y
June 5, 2003
Justin Buchanan
Fluidyne
25 N. Willson Ave. Suite F
Bozeman, MT 59715
Fax: 406-586-2335
Dear Justin:
As you are aware we have completed the necessary testing requirements for the Aspen
Bluff Clustered Drainfield and dose tank, Red Sky Ranch. I have completed the testing
requirements as instructed by Fluidnye Inc. The water -tightness test and pressure squirt
test were completed as discussed below.
Septic/Dose Tank Water Tightness Test
A water tightness test was conducted over a 24 hour time period, from May 14 — May 15,
2003. There was no measurable drop in water level. Thus indicating no measurable leak
in the Septic/Dose Tank,
Squirt Test
On the morning of May 16, 2003 1 verified the equal pressure distribution of each of the
ten-drainfield laterals for this system. Each lateral squirted to a height between 4 and 6
feet above the manifold level.
Please feel free to call mr, during the day if I can provide you with any Rather
inlror-niation.
Thank you,
Vail Resorts Development Company
xh
Jamie Pappas, Project Manager
PAIL RrxartTe
Vail Resorts DevelopmonL Company - 137 Beinchmark Rond - Po9L Offiee Box 959 = Avon, Colorado $1620-0959 * (970) 845-2535 - Lx (970) 6415.2555 - www.wdo-com
Vail - Breckenridge - KcystoneQl - Beaver GwekO Barhalor Gulch® # AiralirhmidO - Red Sky Ranch"'
217 * r4 Anq I ON I H9WHOI'WG WH9T :2 Ennp *S , wn r
T -39Ud Hl-1U3H ON3 AiNnOD 3-19U3:GI WdO2:2-T NOW 20023-02-iDO
V A 1 L R F S 0 R T s D F v �-r 1� C 10 It, I E N T C.- 0 rNAI P A INI Y
October 20, 2003
Ray Merry
Eagle Cotmty Department of Environmental Health
PO Box 850
Eagle, CO 81631
Re: As-Builts For: Lower Aspen bluff, Lot 95 and Training Facility
Dear Mr. Merry
As you requested I am writing this letter to confirm the "As -Built locations" of the Lower
Aspen Bluff clustered system, Lot 9, and the Training Facility, Prior to construction
these systems were staked by Eagle Valley Surveying per coordinates given by Fluidyne
Engineering Inc, and then installed per the surveyed stakes, Thus, the permitted plan sets
in your office can be used for "As -Built" information for these systems.
Please call me during the day at 845-2528 if you would like any ftuther information
regarding these systems.
Sincerely
Vail Resorts Development Company cc: Bill Kennedy
Aarnie'Pappas
Project Manager
VAIL 9EMUnTIV
Vail Mom Development Company - 137 Benclunark Road - P09t Mice Box 959 • Avon, Colorado 816204%9 - (970) 845.29535 - LK (070) 945-2555 - www.vrdc.Coni
Yd-J - Brtekimridge - KeyatoneO * Beaver Cmek" • Bachelor GulchO - ArroNybeadl - Red Sky Ranch"
06/06/2003 FRI 12:25 FAX 406 586 2335 fluidyne 444 RAY NERRY 002
F L U I D Y N E
Scientists Engineers - Inventors
June 6, 2003
Eagle County Environmental Health Department
Ray Merry, Director
500 Broadway
P.O. Box 179
Eagle, CO 81631
Subject: Red Sky Ranch Lower Aspen Bluff Certification of Completion
Dear Ray:
Please accept this letter as confirmation of completion of the components serving the
Red Sky Ranch Lower Aspen Bluff clustered system.
Vail Resorts Development Co engineer Jamie Pappas, P.E, has tested the system. The
certification process involved a leak test on the septic and dose tanks and a squirt test
on the drain field (see enclosed).
The inspection reveals the functionality of the system and its ability to support the
treatment of wastewater. This letter serves as a certification of the system, that it is
operative to provide wastewater treatment and that it was built in accordance with the
plans.
Please call with any questions.
Respectfully,
Adib Phillips for Thomas J Kallenbach, P. E.
Cc: Jamie Pappas
06/06/2003 FRI 12:25 FAX 406 586 2335 fluidyne 444 RAY MERRY
- ZOO E . I C 01RC -OBI SOr I - 99-K MU MZJ�0/90 -
V A I L R E S 0 R T s D E V E L 0 P M E N T C 0 M R A N Y
JM0 5, 2003
Jus& Buchanan
Fluidyne
25 N. Willson Ave. Suite F
Bozeman, NIT 59115
Fax: 406-586-2335
Dear Imfin:
As you are aware we have, completed the -necessary tvstitg requirements for the Aspen
Bluff Clustered 1)rainfield amd dose tm*,Red Sky Ranch, I have completed thQ testing
requirements as instructed by Vlui&ye Inc. Thewater-68blnevs test and pressure squirt
test were, completed as discussed below.
Septic/Dose Tank Water Tightness Test
A water tioatness test was conducted over a 24 hout time period, from May 14 — May 15,
2003. There- was no measuxable drop in water level, ThUS itdkating no measurable leak
it the geptir,-/Dose Tank,
Squirt Test
Ott the Morning of M&y 16, 2003 I veritied the eqtW pressure distribution of each of the
ten-drainfleld laterals for this system. Each lateral squirted to a height between 4 and 6
feet above the manifold level.
Plea,se feel free to oall me dwing the dgky if I cEm provide you with atiy further
information.
Tbank you,
Vail Resorts Mvc1upment Company
amle Pappas, Project Manager
V.tL. RZ.ORTW-
VtU R,-,Barts Duclopmma Company - 187 Snn;hmark Raac - Post Offituti Box 9S9 a Avon, Cote mdo 31620-0959 e-)70) 945-2535 - fLL- (970) B415-2EL55 - WWWx6o-pom
Vail - Bzeckaruidga - KnyaloncO - Beaver OmehO . Rwhalar Gulch� - ArruwhwatO - Roi Sky Rafteh"
717"'4 P2C I M1 I I WAq I -PM71K� lwnll
I D Y N E
Scientists Engineers Inventors
June 20, 2001
Ray Merry, Director
Environmental Health Office
P.O. Box 179
Eagle, CO 81631
Dear Ray,
Under cover of this letter, please find a site plan detailing lots and other facilities served
by clustered wastewater treatment systems at Red Sky Ranch. For your reference,
Lakeside Place Cluster serves Lots 55, 56, 57, 58, 59, 60 and a public restroom. Fazio
Clubhouse Cluster serves the Clubhouse, Half -way House, Caretaker Residence and Lots
2, 4, 5, 6 and 7. The Lower Aspen Bluff Cluster serves Lots 9, 10, 11, 12, 13, 14, and 15.
If you have any questions please call me.
Sincerely,
Thomas J. Kallenbach, P.E.
C: Jamie Pappas
Enclosures
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Tax #1941-221-00-016
JOB 14;kME— Lots 9-15, Red Sky Ranch VAIL JOB NO.
Lower Aspen Bluffs RESORT DEV
Wolcott 5R
JOB LOCATION I ,
BILL TO
DATE STARTED
Xi� /o
DATE COMPLETED
DATE BILLED
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OTAL MATERIAL
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OTAL JOB COST
GROSS PROFIT
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% OF SELLING PRICE
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JOB FOLDER Product 2M JOB FOLDER Printed In U.S.A.
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FINAL PUBLIC IMPROVEMENT DRAWINGS FOR RED SKY RANCH
ARE ACCEPTED BY THE EAGLE COUNTY ENGINEER AND
THE EAGLE COUNTY BOARD OF COUNTY COMMISSIONERS.
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TYPICAL D—N\TE SYSTEM LAYOUT
SOIL PIT
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WATER SUPPLY SYSTEM
PROPOSED LARGE ELECTRIC VAULT UW1-35L E»|
PROPOSED SMALL ELECTRIC VAULT UM—JUR (
PROPOSED ELECTRIC TRANSFORMER UM1-133
PROPOSED ELECTRIC SVNTCHGEAR UM1-35
EXISTING TELEPHONE PEDESTAL A
PROPOSED TELEPHONE DLC
PROPOSED CENTURYTEL TELEPHONE VAULT \��)
PROPOSED VA TELEPHONE VAULT \Y«/
PROPOSED TELEPHONE HANDH0LE �~
PROPOSED ELECTRIC SERVICE STUB N�
PROPOSED TELEPHONE SERVICE STUB A
EXISTING OVERHEAD ELECTRIC ---=---M---=----M---=---EE---
PROPOSED BURIED ELECTRIC MAIN —PE —PE —PE —PE ---K—PE ---
PROPOSED JOINT TRENCH ---PI`"IT PIT ---- PIT --- PIT --- PIT ---
PROPOSED TELEPHONE FIBER OPTIC --'""---"°----°~---°°---="----°°---
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PROPOSED GAS REGULATOR STATION mu
PROPOSED 2^ GAS SERVICE STUB ----0
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PROPOSED 4 GAS LINE --- ---- ---
PROPOSED O^ GAS SERVICE ---mW---*a----Pft---*A---ma----M---
FINAL PUBLIC IMPROVEMENT DRAVANGS FOR RED SKY RANOi
ARE ACCEPTED BY THE EAGLE COUNTY ENGINEER AND
THE EAGLE COUNTY BOARD OF COUNTY COMMISSIONERS.
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4" SAMPLE PORT
4"0 SCH 40 PVC
TO SEPTIC TANK
D-NM SYSTEM
DETAILS FOR WASTEWATER COMPONENTS ON INDIVIDUAL LOTS
Ze° DIA. LID —� THIS PLAN SHEET NOT A PORTION OF THE INITIAL SYSTEM INSTALLATION
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NITRIFICATION
D
3" OF 1/2"-3/4" GRAVEL, GRADED LEVEL D-NrrE LUT
PROVIDED BY FLUIDYNE Inc. INSTALLED BY 1 1/2"0 SCH 40 PVC
ROVIDE BEDDING ACCORDING CONTRACTOR USA PATENT No. 5534147 & No. 5676828 FROM DOSE TANK.
TO DETAIL B (THIS SHEET) D-NITE UNIT COMES COMPLETE AND READY TO INSTALL SLOPE TO DRAIN.
CONTRACTOR TO MAKE CONNECTION TO 4" SEPTIC TANK
RETURN LINE AND 1 1 /2" DOSE LINE. ALL OTHER PIPING
SHOWN ON D-NITE UNIT IS PROVIDED BY FLUIDYNE Inc.
28" I.D. RISER GREEN FIBERGLASS, INSULATED,
WO GALLON PRECAST CON( TE DUAL COWART EW SEPTIC TAW / LOCKING LID (TYP OF ALL LIDS)
,,,,., r INSULATE BOTTOM OF LIDS (TYP)
d d
40 SCH 40 PVC RETURN LINE
FROM D-NITE DRAIN INSTALL
`.; TEE WITH 12" STUB DOWN
18" BELOW
LIQUID LEVEL E OR CONCRETE BAFFLE —
f
4"0 SCH 40 PVC FROM
RESIDENCE SLOPE 1/4" PER
FOOT
d
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d q 4 .
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C6.0 SCALE: 3/4"=1'
4"0 SCH. 40 PVC
RETURN LINE
TO SEPTIC TANK
D-NITE UNIT
RAW SEWAGE LINE
FROM RESIDENCE
1500 GALLON PRECAST
CONCRETE SEPTIC TANK
C6.0 SCALE: 3 f 4"=1'
SLOPE 1/4- PER FOOT �alvl I m
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4"0 SCH 40 PVC
...
7pl v"
2" THICK EXTRUDED CLOSED CELL, 1 CIA,
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CONTRACTOR TO PROVIDE TANK BEDDING IN ACCORDANCE
WITH MANUFACTURER RECOMMENDATIONS.
1 1 /2"0 SCH. 40 PVC DOSE LINE
FROM DOSE TANK
GRUNDFOS KP 250 SUBMERSIBLE PUMP
HYDROMATIC SHEF SUBMERSIBLE
EFFLUENT PJMP (SEE DOSE
PUMP-INDIVDUAL LOT NOTES)
I�
a
4' 1000 GALLON PRECAST
CONCRETE DOSE TANK
f
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FORCEMAIN TO
PUMP STATION
1/2" - 3/4" GRAVEL FILL
AROUND ENTIRE TANK
1 LB BOD5 f DAY
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1 1 /2"0 SCH 40 PVC
HIGH WATER ALARM
PRESSER WER ON
PRFSSER aWER OFF
D-NITE 0
a _
d'
GRUNDFOS KP 250 SUBMERSIBLE
EFFLUENT PUMP TO D-NITE UNIT
INSTALL "PIGGY -BACK" FLOATS TO
RECIRCULATION PUMP FOR LOW WATER
CUT-OUT HYDROMATIC SHEF SUBMERSIBLE
EFFLUENT PUMP TO PRESSURE SEWER
(SEE DOSE PUMP -INDIVIDUAL LOT NO r-S)
10AT
WITCH
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C6.0 SCALE: ,:14"=1'
NDN )UAL LOT NOTES -
SEPTIC TANK:
1500 GALLON PRECAST CONCRETE SEPTIC TANK
DOSE TANK:
1000 GALLON PRECAST CONCRETE DOSE TANK
D-NITE UNIT:
PROPRIETARY NITROGEN REMOVAL SYSTEM. SUPPLIED BY FLUIDYNE Inc_
USA PATENT No. 5534147 AND No. 5676828
DOSE PUMP:
HYDROMATIC SHEF 50 SUBMERSIBLE EFFLUENT PUMP LOTS, 9, 10, 12, 14, 15
HYDROMATIC SHEF 100 SUBMERSIBLE EFFLUENT PUMP LOTS, 11 & 13
DOSE PUMP CONTROLS:
SJE RHOMBUS SIMPLEX CONTROL PANEL MODEL No. 112, WITH
AUDIBLE / VISUAL HIGH WATER ALARM
RECIRCULATION PUMP:
GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP
RECIRCULATION PUMP CONTROLS:
SUPPLIED BY FLUIDYNE Inc.
DRAINFIELD FLOAT ASSEMBLIES:
3 ANCHOR MINI -FLOATS, OR EQUIVALENT
1. PVC TO BE JOINED wf PRIMED
SOLVENT/CEMENT WELD JOINTS. PRIMER
MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED.
FITTINGS PRIMED w/ COLORLESS
PRIMER WILL BE REJECTED BY THE ENGINEER
AND REPLACED AT THE CONTRACTORS EXPENSE.
2. CONTRACTOR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE ENGINEER.
3. SUBSTITUTIONS TO THE DESIGN
ARE TO BE EVALUATED BY FLUIDYNE.
4. CONTRACTOR TO TEST SEPTIC
TANK & DOSE TANK FOR WATERTIGHTNESS.
ANY MEASURABLE WATER LOSS
IN A 24 HR PERIOD WILL BE REJECTED.
5. SLOPE ALL PIPES TO DRAIN.
SIDE VIEW OF PIPING ASSEMBLY
- 1 1 /2" SCH 80 PVC
_1 2"xl _1/ "x 1' SCH 80 TEE CHECK VALVE w/ UNION
. 1 1 /2" SCH 80 PVC
l 1 1/2" SCH 80 BALL VALVE
1"0 BALL VALVE FOR
INSPECTING CHECK
VALVE
C6
1 1 /2" SCH. 80 PVC
PIPE BEDDING MUST
BE FREE OF LARGE
ROCKS, SHARP ROCKS,
TREE STUMPS, LOGS,
& OTHER UNSUITABLE
DEBRIS.
MIN 2" PIPE BEDDING
MATERIAL OVER
INSULATION
4" THICK BY W" WIDE 25 psi
EXTRUDED INSULATION BOARD
(AASHTO SPEC
POLYSTYRENE, M230-70) 8'
LENGTH MINIMUM (IF PIPE
DOSE NOT DRAIN TO BELOW
FROST DEPTH)
PIPE
4" CLEAN GRAVEL
OR SAND
4" CLEAN GRAVEL
OR SAND
UNDISTURBED SOIL
H DEtAL
1 1/2-0 (IPS) HDPE 160 psi SERVICE
PVC SCH 80 BARBED FITTING
W/ 2 STAINLESS STEEL HOSE CLAMPS
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DRAMFELD NOTES
DOSE TANK: 3500 GALLON PRECAST CONCRETE SEPTIC TANK
FORCEMAIN: DRAINFIELD 1 APPROXIMATELY 70', OF 4"0 SCH 40 PVC PIPE. SLOPE TO DRAIN.
DRAINFIELD 2 APPROXIMATELY 70', OF 4"0 SCH 40 PVC PIPE. SLOPE TO DRAIN.
MANIFOLD: 3"0 SCH 40 PVC END MANIFOLD 40' IN LENGTH
LATERALS: (10) 2"0 SCH 40 PVC 87.5' LONG PLACED ON 10' CENTERS
CHAMBERS: (140) STANDARD INFILTERATOR CHAMBERS. 20 ENDCAPS
ORIFICES: SUCHTHATORIFICESLBURRS ARE REMOVEDDRILLED WITHOUT DAMAGE TO THE ORIFIMANNER
ORIFICES.
H
DRAINFIELD PUMP: GRUNDFOS SKHS 100 SEWER EJECTOR PUMP
1. PVC TO BE JOINED w/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER
MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED.
FITTINGS PRIMED w/ COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER
AND REPLACED AT THE CONTRACTORS EXPENSE.
2. ORIFICES SHALL BE DRILLED ON CROWN OF PIPE (12:00) EXCEPT EVERY 5TH
ORIFICE WHICH SHALL BE DRILLED AT BOTTOM (6:00) FOR DRAINAGE. INSTALL
SPLASH PLATE BELOW EACH ORIFICE DRILLED ON PIPE BOTTOM.
3. CONTRACTOR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE ENGINEER.
4. TRENCH BOTTOMS ARE TO BE LEVEL.
5. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE.
6. ALL FLUSHING VALVES MUST BE OPEN BEFORE THE DRAINFIELD IS PRESSURIZED FOR
THE FIRST TIME SO THAT DEBRIS IS PURGED FROM THE PIPING NETWORK.
7. CONTRACTOR TO PUMP TANK FOR WATERTIGHTNESS.
ANY MEASURABLE WATER LOSS IN A 24 HR PERIOD WILL BE REJECTED.
8. SLOPE ALL PIPES TO DRAIN.
TYPICAL UIKQN PLATE ORIRCE
PLACED INSIDE SCH 80 PVC UNION
1/8" TO 3/16"
IN THICKNESS ,
ACCORDING TO
UNION PLATE ORIFICE DRILLING SCHEDULE
4"0 SDR 17 HDPE 100 psi INLET
INLET IN. 7845.16f
KOR-N-SEAL BOOT (TYP)
4" HDPE TEE FUSION WELDED
2" THICK EXTRUDED CLOSED CELL,
SUBGRADE INSULATION
0
C7.0 SCALE: 1 /2"=1'
FRAME AND COVER TO BE EITHER CAIRD No. 52441,
MCI 305 FRAME, 305A COVER, OR IFCO 722 FRAME, -
772-B COVER (OR EQUIVALENT). COVER SHALL BE
BOLT DOWN AND HAVE TWO 1" PICK HOLES. (TYP)
2- PVC UNION
SIDE VEW OF Mo GALLON PFECA9 DOSE TANK
ROTATED FOR CLARITY
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to
6
CONTRACTOR TO PROVIDE TANK BEDDING IN-�
ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
DRANFELD SECTION
101,
BOTTOM ELEV. 7857.
0:4
o&o
Lam•
180"
THREADED CAP APPROX.1" BELOW
SURFACE TO BE MARKED WITH A PIECE
OF #4 REBAR, FOR LOCATION W/
METAL DETECTOR, (REBAR IS APPROX.
2" BELOW FINISHED GRADE)
2" 0 SCH 40 THREADED CAP-
2"0 SCH 40 THREADED UNION
2"o SCH 40 45' BEND
NZ
(2) HnROMATIC SKHS 100
SEWAGE EJECTOR PUMP TO
DRAINFfLD 230 V 3 PHASE
10"
/�- #OCATION REBAR,
w/ R N'IEILTRATOR WTALLATM
/ METAL DETECTOR
�— 6-0 CIRCULAR VALVE BOX (ORBIT PART
NO. 53021 OR EQUIVALENT) OVER
/ FLUSHING VALVE. USE 6" 0 PIPE TO
_ EXTEND VALVE BOX FLUSH WITH
FINISHED GRADE
—2"O SCH 40 TEE --
2" FLUSHING VALVE
CLOSED DURING NORMAL \
OPERATION. SEE NOTE 7.
2"o SCH 40 PVC SLOTTED FLUSH
LINE. SLOTS TO BE CUT 3/16" WIDE &%
4" O.C. ON BOTTOM
INSTALL STANDARD INFILTRATOR'
END PLATE. BORE 2" HOLE TO
ALLOW PASSAGE OF FLUSHING LINE
SPLASH PLATE UNDER -�
LAST ORIFICE
(SEE NOTE 2)
DO NOT CAP END
coNTRa PANE
W/ 110 V OUTLET
FOR LIGHTING AND
HIGH WATER VOOLATION EQUIPMENT
ALARM LIGHT 230 V 3 PHASE
(2) SCH 80 CONDUIT.
INSTALL VAPOR BARRIER IN CONDUIT
(2) 4X4 TREATED POST SET TO A DEPTH `.
OF 3' IN CONCRETE
PIPE BEDDING MUST
BE FREE OF LARGE
z
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ROCKS, SHARP ROCKS,
TREE STUMPS, LOGS,
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&OTHER UNSUITABLE
FORCEMAIN TRENCH DEfAL
z "
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MIN 2" PIPE BEDDING
W w
MATERIAL OVER
PIPE BEDDING MUST
it z o
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3-0 MAIN
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-4" CLEAN GRAVEL
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-
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UNDISTURBED SOIL
TYPICAL PIPED E SEW
PRESSURE SEWER TRENCH DUAL
UNDISTURBED SOIL
INFILTRATOR
CHAMBER
LAST ORIFICE POINTED DOWN (6:00). SEE
6*0 PVC FOR INSPECTION PORT w/
CIRCULAR VALVE BOX FLUSH WITH
FINISHED GRADE - ONE PER LATERAL
PIPE SUPPORTED BY
PLASTIC "ZIP* TIE
2"O SCH. 40 PVC
TOP VEW OF MANaOW AI', LATERAL
2"0 SCH 40 PVC LATERAL
-
REDLONG COUPLER
3" T) 2'0 SCH 40 PVC
-SUPPORT DISCHARGE.... I ::
PIPE ON RISER '
3"0 SCH 40 PVC ELBOW
-2"2 SCH 40 PVC 3"0 cCH 40 PVC MANIR
4"0 SCH 40 PVC TO DRAINFIELD
SLOPE TO DRAIN BACK TO DOSE TANK
REDUCING COUPLER
4' TO 2"0 SCH 40 PVC
TYPICAL SERVICE AND CLEANOUT ON PEE SEWBi
-DRILL 3/16a0 WEEP HOLE ,�; - �- ���� .- \ �in�icu�n g1C?CACc-
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DRAWFELD
TRENCH DUAL
,,"-MOUND NATIVE BACKFILL TO
4 � COMPENSATE FOR SETTLING
01
EXISTING GRADE
�- 2"0 SCH.
40 PVC LATERAL B DETAIL
36 C7.0 SCALE: 3/4"=1'
LANGE ADAPTER
VYE
3" 1 1 /2" FUSION
REDUCING TEE OR 3 X 3
TEE WITH 3" X 1 1/2"
REDUCER ON SERVICE
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2"0 SCH 80' PVC UNION,
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--3" TO 2"0 SCH 40 PVC '
/ REDUCING BUSHING
3"0 SCH 40 PVC TEE
4" TO 3"0 SCH 40 PVC
4 REDUCING BUSHING IN FORCEMAIN
3"0 SCH 40 PVC MANIFOLD
TOP VIEW OF FOLD, FOPK MAN AND LATERAL
C DETAIL
C7.0 SCALE:1 /2"=1'
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INFILTRATION/PERCOLATION FIELD
CONSTRUCTION
STEP 1. CUT CASING USING A FINE-TOOTH SAW AND A MITRE BOX TO
PART 1 -GENERAL
AVOID ROUGH OR UNEVEN CUTS.
1.1 DESCRIPTION
STEP 2. SMOOTH THE CUT END WITH A KNIFE, FILE, OR SANDPAPER.
THIS SECTION COVERS THE CONSTRUCTION OF THE
REMOVE ALL BURRS AND CUTTINGS.
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
12 SITE PROTECTION
PAPER AIDS IN THE DEVELOPMENT OF A BETTER BOND.
BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT DRIVE
STEP 4. CHECK THE FIT OF THE SECTIONS TO BE CEMENTED. A GOOD
OVER DRAINFIELD AREA BEFORE OR AFTER INSTALLATION OF INFILTRATOR
"DRY FIT' SHOULD SHOW THE SPIGOT END ENTERING THE SOCKET TO
CHAMBERS.
ABOUT ONE-HALF TO TWO-THIRDS OF IT5 DEPTH. SOME MANUFACTURERS
SUPPLY CASING WITH MARKS TO DESIGNA E PROPER FIT. INCORRECTLY
PART 3-EXECUTION
DIMENSIONED PIPE, BELL, OR COUPLING STALL NOT BE USED.
3.1 SITE PREPARATION INFILTRATION SYSTEM CONSTRUCTION
STEP 5. IF THE CASING IS MADE OF P\. , APPLY A PRIMER TO THE
3.1.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING,
INSIDE SURFACES OF THE SOCKET. THE PRIMER MAY REQUIRE MORE TIME
TO SOFTEN THE BELLED END CASING SOCh:ETS THAN IS NECESSARY TQ
CLEARLY, THE LOCATION OF INDIVIDUAL COMPONENTS OF THE
WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO CONSTRUCTION
PREPARE THE SOCKETS OF A MOLDED COJPLING.
TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF THESE
STEP 6. PRIMER SHALL BE APPLIED TO THE OUTSIDE OF THE PVC
UNDERGROUND UTILITIES. AT NO TIME WILL ANY EQUIPMENT OR
BE ALLOWED TO OPERATE OVER ANY PORTION OF THE
CASING SPIGOT END TO PREPARE IT FOF JOINING. ALL SURFACES TO BE
(SPIGOT)
MACHINERY
WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS
CEMENTED SHALL BE COATED WITH THE FRIMER.
THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO
STEP 7 APPLY A THIN COAT OF SOLVENT CEMENT TO THE INTERIOR
WITHSTAND THE LOADING OF SUCH EQUIPMENT. DAMAGE CAUSED BY
SURFACE OF THE SOCKET. THE USE OF "00 MUCH SOLVENT COULD
SUCH ACTION WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. IN
WEAKEN THE CASING WALL.
ORDER TO PREVENT UNNECESSARY COMPACTION AND SOIL DAMAGE, IT IS
RECOMMENDED THAT EACH CELL IS CONSTRUCTED INDIVIDUALLY, AND
STEP 8. APPLY A UNIFORM COAT OF S)LVENT CEMENT TO THE OUTSIDE
BACKFILLED WITH THE SOIL EXCAVATED FROM THE NEXT CELL. OTHER
SURFACE OF THE SPIGOT END OF THE CtSING.
CONSTRUCTION METHODS SHALL BE EVALUATED BY THE ENGINEER FOR
APPROVAL.
STEP 9. INSERT THE SPIGOT END OF TIE CASING SECTION FORCEFULLY
3.1.2 TAKE NECESSARY MEASURES TO ENSURE THAT VEHICULAR TRAFFIC
INTO THE SOCKET TO THE ENTIRE DEPTH DF THE SOCKET WHILE BOTH THE
INSIDE SOCKET SURFACE AND OUTSIDE SIRFACE OF THE CASING ARE
OR OTHER ACTIVITIES WHICH MAY CAUSE SOIL COMPACTION ARE
PROHIBITED FROM DAMAGING THE INFILTRATION AREA. ANY DAMAGE TO
COMPLETELY COATED WITH WET CEMENT.
THE INFILTRATION AREA WILL BE REPAIRED IN A MANNER ACCEPTABLE TO
STEP 10. TWIST CASING 1 /8 TO 1 /4 TRN THEN HOLD THE SOCKET AND
THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
CASING SECTIONS TOGETHER FOR AT LEA'.T 15 TO 20 SECONDS OR UNTIL
3.1.3 THE ELEVATION OF EACH CELL BOTTOM IS PROVIDED ON THE
AN INITIAL SET TAKES PLACE.
PLANS. LATERAL CELLS SHALL BE EXCAVATED LEVEL AT THE SPECIFIED
STEP 11. WIPE THE EXCESS CEMENT FROM THE SOCKET. A PROPERLY
ELEVATION.
CEMENTED JOINT SHOULD SHOW A BEAD OF SOLVENT CEMENT AROUND
3.1.4 IF SOIL SMEARING OCCURS, WORK SHALL CEASE UNTIL THE SOIL
THE ENTIRE CIRCUMFERENCE OF THE CASRG WHERE IT MEETS THE
DRIES SUFFICIENTLY. SMEARED SOIL SHALL BE REPAIRED IN A MANNER
SOCKET.
ACCEPTABLE TO THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
STEP 12. TO INSURE A STRONG BOND, k JOINT SHOULD REMAIN
UNDISTURBED UNTIL AN INITIAL SET IS REkCHED (TABLE 1).
3.2 PRESSURE NETWORK GONSTnut, Tfull
3.2.1 ALL INFILTRATION PIPE AND FITTINGS SHALL CONFORM TO ASTM
D1785, STANDARD SPECIFICATION FOR PVC PLASTIC PIPE SCHEDULE 40.
3.2.2 ALL SOLVENT -CEMENTED JOINTS SHALL BE MADE IN ACCORDANCE
WITH ASTM D2855, STANDARD PRACTICE FOR MAKING SOLVENT -CEMENTED
JOINTS WITH PVC PIPE AND FITTINGS. PRIMER USED SHALL IMPART A
SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIBITING
SUCH COLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED
AT THE CONTRACTOR'S EXPENSE. (SEE SECTION 3.3 PREPARATION OF PIPE
SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE).
3.2.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH
INFILTRATION CELL. TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN
ACCORDANCE WITH SEC11ON 02221 TRENCH EXCAVATION AND BACKFILL
FOR PIPELINES & APPURTENANT STRUCTURES, OF THESE SPECIFICATIONS.
FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3
INCHES.
3.2.4 CONSTRUCT MANIFOLD AND LATERALS AS SHOWN ON THE PLANS.
3.2.5 LATERAL ORIFICES ARE TO BE 3/16 INCH DIAMETER. ORIFICES
SHALL BE DRILLED ON THE TOP OF THE PIPE EXCEPT THAT EVERY FIFTH
ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THE PIPE TO ALLOW
FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 18 INCHES FROM
THE BEGINNING OF THE LATERAL. ORIFICES ARE TO BE DRILLED IN A
MANNER THAT MINIMIZES DEVIATION FROM SPECIFIED DIAMETER AND
MAINTAINS A SHARP EDGE. ALL BURRS, CUTTINGS AND/OR OTHER
MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE
WITHOUT DAMAGING THE ORIFUE.
3.2.6 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTED ACCORDING TO
PLANS.
3.2.7 THE DISTRIBUTION NETWORK SYSTEM SHALL BE CONSTRUCTED ON
THE BOTTOM OF THE CELLS.
3.2.8 EACH LATERAL IS TO BE COVERED AND SECURED TO THE
CHAMBERS IN THE CELLS BEFORE FINAL BACKFILLING AS SHOWN ON THE
PLANS (SEE SECTION 3.5 CHAMBER INSTALLATION). ONCE THE SYSTEM
HAS BEEN COVERED, IT SHALL BE PURGED AND PRESSURE TESTED, (SEE
SECTION 3.4 PRESSURE TESTING/SYSTEM PURGING), AND APPROVED BY
THE ENGINEER.
3.2.9 EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN
MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING INSTALLED. AT
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
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
PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING
PROCESS SHOULD BE ACCOMPLISHED AS LISTED BELOW (AWWA, 1981).
BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAY
PRESENT A HEALTH HAZARD IN ENCLOSED AREAS, SOLVENT CEMENTS
SHOULD BE USED WITH CARE, AVOID CONTACT WITH EYES AND SKIN AND
LONG-TERM BREATHING OF VAPORS.
TABLE 1. SOLVENT CEMENTING OF BELLE[ END CASING -
APPROXIMATE
INITIAL SET TIMES*
Temlx�ature Range
Dining Initial Set setlinne in Minutes
%id �Lm�t(�76.4
r
T °C (51 and 76-man)
15 to 40 9.4 to 4.4 7.5
15
5to15 15.0to-9.4 4)
60
-20 to 5 28.9 to - 15.0 90
180
*DEVELOPMENT OF FULL OPERATING STREIGTH REQUIRES
CURE PERIODS
ABOUT TEN TIMES LONGER THAN SHOWN IY THIS TABLE.
3.4 PRESSURE TESTING/SYSTEM PURGING
3.4.1 PRESSURE TESTING/SYSTEM PURGING
ONCE THE SYSTEM HAS BEEN CONSTRUCrD TO THE POINT OF TESTING
AND PURGING, THE SYSTEM IS TO BE PUFGED AND PRESSURE TESTED IN
THE PRESENCE OF THE ENGINEER USING 'HE FOLLOWING PROCEDURE.
1. FILL THE DOSE TANK WITH CLEAN WADER.
2. OPEN ALL FLUSHING VALVES ON EACI- LATERAL.
3. FILL THE DOSE TANK TO THE LEVEL yHICH ACTIVATES THE DRAINFIELD
PUMP(S) AND ALLOW THE LATERALS TO PJRGE. REPEAT UNTIL ALL
FOREIGN OBJECTS HAVE BEEN DISCHARGE[ FROM THE FORCE MAIN AND
LATERALS
4. DRILL 3/16" ORIFICE IN THE CLEANOL` CAP OF EACH LATERAL.
5. FILL THE DOSE CHAMBER TO THE POINT WHERE THE PUMP(S)
ENGAGES. THE ENGINEER SHALL BE PRE'ENT DURING PRESSURE TESTING
OF THE INFILTRATION CELLS, TO MEASURETHE DIFFERENCE IN DISCHARGE
IN THE LATERAL ENDS.
6. REPLACE CLEANOUT CAP ON EACH LAERAL WITH NEW, UNDRIU FD
CAPS.
3.5 CHAMBER INSTALLATION
3.5.1 INFILTRATOR CHAMBERS, STANDAP CAPACITY, SHALL BE USED TO
COVER THE LATERALS.
3.5.2 USING A HOLE SAW, CUT ONE HOE IN EACH END PLATE. THE
HOLE SHALL BE SIZED SO THAT LATERAU PASS WITH LESS THAN 1/4
INCH OF CLEARANCE.
3.5.3 AN END CAP SHALL BE SECUREDTO THE FIRST CHAMBER WITH 4
SELF DRILLING SCREWS. THE DISTRIBUTIO LATERAL SHALL PASS
THROUGH THE HOLE IN THE END CAP ANI THE CAP SHALL BE RETAINED
BY A SLIP X SLIP COUPLING ON THE LATRAL.
3.5.4 THE DISTRIBUTION LATERAL SHALT BE SUSPENDED FROM THE
CHAMBER USING PLASTIC "ZIP" TIES.
3.5.5 STARTING FROM THE FIRST CHAMER, ADD ADDITIONAL CHAMBERS
DOWN THE LENGTH OF THE LATERAL, FULY ENGAGING INTERLOCKS AND
SECURING WITH 4 SELF DRILLING SCREWS. SPLASH PLATES SHALL BE
INSTALLED BELOW ALL DOWNWARD POINTTIG ORIFICES. DISTRIBUTION
LATERALS SHALL BE SECURED TO EACH HAMBER.
3.5.6 AFTER THE LAST CHAMBER !S IN!TALLED, SECURE AN END CAP
TO THE LAST CHAMBER WITH 4 SELF DRIONG SCREWS. THE DISTRIBUTION
LATERAL, AND FLUSHING LINE SHALL PAS' THROUGH HOLES IN THE END
CAP AND THE CAP SHALL BE RETAINED Er A SUP X SLIP COUPLING ON
THE LATERAL.
3.5.7 BACKFILL CHAMBERS, MANIFOLD AU RISERS CAREFULLY WITH
NATIVE SOIL AS SHOWN ON THE PLANS.
15P51%e51gn Criteria
Facility: Lower Aspen Nuff: Lots at Fxcl 5ky ranch
I;esidential Wastewater Generation
�25 gallons/ ( lot � day) *- 7 lots - 2275 gallons/day
( includes statical peak flow)
f6tal Wastewater Generation : 227 � gal I ons / Jag
Soil Application pate: I gallon/ ( fe 4-� day) 13aseJ upon soil tope area treate<J Ha5}-water-
6ravel Absorption Area Vecluired: ( 2275 gallons/ dau) / ( I colon/
( ft? *- clap) - 2275 fe
Infiltrator Feduction: 507-: 2275-( 2275* 0, 50) - 1137,5 f2
Feduction far Posing: 25 7.: 10.25)-85�,12( ft'
Number of Infiltrator Chambers Vecjuired: 853,1252/ 15 , 5 ft2/ chamber
- 5 5 chambers
Actual Number of Chambers in Pe5ign: 140
CONCRETE STRUCTURES:
1. CONCRETE SPECIFICATION:
STRENGTH: 4000 psi AT 28 DAYS
AGGREGATE: 3/4" MAXIMUM SIZE
CEMENT: TYPE II SULFIDE RESISTANT
540 Ibs / cu yds
SLUMP: 3" MAXIMUM SLUMP
AIR ENTRAINMENT: 5% TO &%
CACL 2: 0.03% MAXIMUM
2. REINFORCING STEEL TO BE ASTM A-615 GRADE 60.
3. SEWER PIPE SEALS SHALL BE WATERTIGHT, WITH FLEXIBLE RUBBER
BOOTS. RUBBER BOOTS SHALL BE CLAMPED AROUND SEWER PIPE WITH
STAINLESS STEEL CLAMPS.
4. REINFORCING BARS SHALL BE CONTINUOUS AROUND WALL CORNERS
AND FLOOR JOINTS.
5. TANK SHALL PASS A 24" HOUR WATER TIGHTNESS TEST WITH NO
MEASURABLE DROP IN 24 HOURS. TANKS NOT MEETING THIS
REQUIREMENT WILL BE REJECTED AND REPLACE / REPAIRED AT
CONTRACTORS EXPENSES.
6. CONCRETE DISPLAYING "HONEYCOMB" FINISH WILL BE REJECTED AND
REPLACED AT CONTRACTORS EXPENSE.
7. SUBGRADE AND CRUSHED ROCK TO BE INDIVIDUALLY COMPACTED TO
MINIMUM OF 95% MAXIMUM DRY DENSITY PER ASTM D698, DETERMINED
BY STANDARD PROCTOR METHOD
8. CONTRACTORS SHALL PREPARE ALL BEARING SURFACES TO A TRUE
AND LEVEL LINE PRIOR TO ERECTION. STRUCTURE BEDDING SHALL MEET
THE MANUFACTURER'S REQUIREMENTS. ALL SUPPORTS OF THE PRECAST
STRUCTURES SHALL BE ACCURATELY LOCATED AND OF REQUIRED SIZE
AND BEARING MATERIALS. TANKS SHALL BE INSTALLED LEVEL.
9. NO CONTRACTOR, SUBCONTRACTOR OR ANY OF HIS EMPLOYEES SHALL
ARBITRARILY CUT, DRILL PUNCH, OR OTHERWISE TAMPER WITH THE
PRECAST CONCRETE STRUCTURES.
10. SUBGRADE ELEVATION NOT TO VARY BY MORE THAN 1/2" AT ANY
LOCATION.
11. DO NOT INSTALL TANKS ON OR BACKFILL WITH FROZEN SOIL.
12. CONTRACTOR TO INSULATE PIPING THAT DOES NOT DRAIN BELOW FROST
PENETRATION DEPTH.
13. SEALANT FOR JOINTS BETWEEN PRECAST SECTIONS SHALL BE FLEXIBLE
BUTYL RESIN SEALANT CONFORMING TO FEDERAL SPECIFICATION
SS-S-210A AND AASHTO M-198-B.
14. THE MANUFACTURER SHALL PROVIDE LIFTING INSERTS.
15. PRECAST CONCRETE STRUCTURES SHALL NOT BE TRANSPORTED AWAY
FROM THE CASTING YARD UNTIL THE CONCRETE HAS REACHED 75% OF
THE MINIMUM REQUIRED 28 DAY COMPRESSIVE STRENGTH AND A
PERIOD OF AT LEAST 5 DAYS HAS ELAPSED SINCE CASTING, UNLESS
OTHERWISE PERMITTED BY THE ENGINEER.
1" MINUS CRUSHED ROCK SPECIFICATION
SIEVE SIZE
% PASSING
1 "
100
3/4°
75 - 100
NO. 4
25 - 45
NO. 200
1 - 10
Hydraulic Analysis Red Sky Ranch
Lower Aspen
B I off
Lateral
Length
Number of Central
Laterals Manifold
Lateral
Manifold Manifold
Pressure
Number of Orifices
_ _.
(ft-)
Side)
Spacing Diameter Length
ft.
at Distal End
_ _ _
Per Lateral_
-(Per
(in.) _
87.5
5
no
101
328
8.10
1
ORIFICE
SEGMENT
SEGMENT
LATERA
SUM OF
FLOW
FLOW
_
HEAD LOSS
_
LENGTH HEAD LOSSES
% INCREAS
(gpm)
_
(9P )
_
(ft.)
IN FLOW_
1.2387
_ 1.2387
i 1.2387
_
2.4774
_
0.0008
_
10
0.0002 _ __
0.00
1.2388
_
_ 3 7162
_
_ _
0.0016
_
1 �
0.0010
_
0.00
1.2389
_
4.9551
_ _ _
0.0028
2
1.2391
6.1942
_ _
0.0042
_
25
0.0054
-
_ 0.02
_ 1.2394
7.4336
_ _
_
0.0059
30
0.0097
0.03 _
1.23991111111
8.6735
_
_ _
0.0079
35
0.0156
1.2405
9.9140
0.0101
_
40
0.0235 _
_
_ 0.10
1..2413
11.1553
0.0126
45
0.0336
0.14
1.2422
_
12.3975
_
0.0153
50
0.0461
0.21
1.2434
_.
13.6409
0.0182
_
55
0.0614
_ 0.28
_
1.2448
_ _
14.8857
_
_ 0.0214
__.
60
0.0796
0.1010
0.38
_ 1.2464
_
16.1321 _
0.0249
6
0.1259
0.49
1.2483
17.3804
0.0285
70
_
0.1544
0.62
1.2504
18.6308
0.0324
75
0.1868
0.77
1.2529
_
19.8837
_
0.0366
80
0.2234
0.94
1.2557
_
21.1394
0.0410
8
0.2644
1.14
1.36
I
_ 1.2588
22.3981
0.0456
90
0.3100
1.61
MANIFOLD
MANIFOLD
SEGMENT
TOTAL LATE RAL FLOW
22.4
IFLO
_
PRESSURE
HEAD LOSS
NE�VIORK DISCHARGE RATE 112.0
gram
_ (gpm)
_
(ft.-) _
(ft.)
gP m
89.6
8.29
0.19
Length of force main (ft.)
70
67.2
8.21
0.11
Dia. force main (in.)
4
44.8
8.15
0.05
Loss in force main (ft.)
0.50
22.4
_
8.11
0.01
Manifold losses (ft) _
0.38
Fitting losses fft.)
2.50
Total losses (ft.)
4.98
ORIFICE _
ORIFICE
LATERAL
Elevation (ft.)
15.50
COEFFICIENT
DIAMETER NUMBER
Residual head (ft.)
8.10
iterated
calculated
(in)
28.58
0.773
0.775
25/32..
5 & 10
Volume of Laterals (gal.)
7
0.788
0.792
26/32
4 & 9
Volume of manifold (gal.)
10.3
0.814
0.817
29/32
_ 3 &-8
Volume of farce main (gal
l
0.863
C).866
1
1/32
2 & 7
.
Mtn. Dose Volume:
478.4 gal/dose
0.000.00._
NA
1 & 6
Dose Time:
4.3 min
Pump Curve vs. System Curve
70
i 1
60
60
{
40
I
30
20
I
System
10 Y
3
SKHS100
0 i
60 80 100 '20 140 160
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