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HomeMy WebLinkAbout1099 Red Sky Rd - 194121406001DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
Water Quality Control Commission
SITE LOCATION AND DESIGN APPROVAL REGULATIONS FOR DOMESTIC WASTEWATER TREATMENT
WORKS
5 CCR 1002-22
22.2 DEFINITIONS:
(15)“IN-KIND REPLACEMENT”means replacement of any process treatment or hydraulic conveyance
component at an existing domestic wastewater treatment works or lift station with an identical or similar
(i.e.,not exactly alike),component as part of normal or emergency maintenance to assure continued
compliance with applicable permit conditions,including effluent limitations.Replacement or technology
upgrades that do not change the original intent of the unit process being renovated and for which no
increase in overall rated capacity is being requested qualify as in-kind replacement.
22.10 IN-KIND REPLACEMENT (1)The owner of a domestic wastewater treatment works (or its designee)
that installs structures or equipment that meets the definition of in-kind replacement shall submit
written notice of the nature and extent of such replacement to the Division no later than fifteen working
days after the replacement work has been put into service.Division notification is not required for
replacement with the same size and technology in the same location or for replacement of valves,
non-wastewater lifting pumps,piping,pipe relining,yard structures,motors,splitter structures,
manholes,vaults,samplers,monitoring equipment,support systems and similar facilities that do not
affect the degree of treatment of the wastewater or bio-solids being provided and for which no increase
in capacity is being requested.The Division shall have fifteen working days to notify the owner if the
work does not meet the definition of in-kind replacement and that an application for amendment of an
approved site location is required.Unless waived by the Division,a new application for site location
approval is required for replacement of equipment outside of the property approved under the latest
site application.
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. 2179-02 BP NO. 14112
OWNER: VAIL RESORTS DEVELOPMENT COMPANY PHONE: 970-845-2528
MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620
APPLICANT: THOMAS J. KALLENBACH, FLUIDYNE ENGINEERING PHONE: 406-586-2289
SYSTEM LOCATION: 1099 RED SKY RD., WOLCOTT, CO NORMAN GOLF COURSE CLUB HOUSE TAX PARCEL NO. 1941-221-00-016
LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO.45-02 PHONE: 970-845-2528
DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS KALLENBACH PHONE NO. 406-586-2289
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE NORMAN GOLF COURSE CLUBHOUSE
12,800 GALLON SEPTIC TANK, 11,250 GALLON DOSING TANK AND 3 D-NITE TANKS, AND 12090 SQUARE FEET OF ABSORPTION AREA CREDIT,
VIA 390 PRESSURE DOSED STANDARD INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN.
SPECIAL INSTRUCTIONS: INSTALL EXACTLY AS DEPICTED ON FLUIDYNE ENGINEERING'S DESIGN SIGNED AND DATED 3/25/02. THE ENGINEER IS
RESPONSIBLE FOR THE FINAL INSPECTION OF THE SYSTEM. THE ENGINEER'S FINAL CERTIFICATION MUST BE SENT TO THE STATE OF COLORADO
WATER QUALITY CONTROL DIVISION AS WELL AS EAGLE COUNTY ENVIRONMENTAL HEALTH. THE BUILDING CERTIFICATE OF OCCUPANCY
WILL NOT BE ISSUED UNTIL THE SEPTIC S HAS B CTED.AND PROVED.
ENVIRONMENTAL HEALTH APPROVAL: DATE: MAY 10, 2002
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH QU�IREME THE EA E 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
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:
MAR-21-2002 05:55P FROM:ERGLE COUNTY ENV HER 9703288788 TO:914065862335 P:1f1
Incomplete Applications Will NOT Be Accepted.
(Site -Plan MUST be attached)
ISDS Permit # ".1 � - 0
Building Permit # /
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGL'E,: CO - 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, SITE EVALUATION (PERCOLATION TEST,
* SOIL PROFILE OBSERVATION) AND FINAL INSPECTION
* ADDITIONAL FEES MAY BE CHARGED; IF A REINS,PECTIQN is.. NECESSARY, * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS `NEEDED OR A
* REINSPECTION FEE 47.00, $ PRE -CONSTRUCTION SITE VISIT FEE $85.00
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: Vail Resorts Development Company"
MAILING ADDRESS:p n_ Box 959 Avon CO 81620 PHONE. $45-2528
APPLICANT/CONTACT PERSON:Thomas J. Kallenbach, P.E.
PHONE(40.6) 586-2289
LICENSED SYSTEMS CONTRACTOR: Jamie Pappas PHONE{970)845-2528
COMPANY/DBA: Vail Resorts. Inc.-ADDRESS.P.O. Box 959, Avon, CO 81620
PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION (-}REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description:Spr_92 14S R8V, Red Sky Ranch Subdivision
Tax Parcel Number-
Physical Address: 1. f T-7
t oq,le categorye-ect" J��'
BUILDING TYPE:
(Check applicable
( ) Residential/Sin le F 11
1/2 Mile on Re
y Drive
( ) Residential/Mul�i-Family* Number of Bedrooms
(X) Commercial/Industrial* Number of Bedrooms
Type
*These systems require esign by a Registered Professional Engineer
TYPE OF WATER SUPPLY: ( heck a licable category)
( ) Well
( X} Public NameSp a n ( ) Surface
' r:
APPLICANT SIGNATURE:
Date: p �
AMOUNT PAID: _
RECEIPT #: ��� � �'� � DATE: � a -
CHECK #: f�(o �(Z____ __ CASHIER:
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX (970) 328-8788
TDD: (970) 328-8797
TOLL FREE: 800-225-8136
www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: May 10, 2002
TO: Vail Resorts Development
FROM: Environmental Health Division
Raymond P. Merry, REHS
Director
RE: Issuance of Individual Sewage Disposal System Permit #2179-02. Tax Parcel
#1941-221-00-016. Property Location: 1099 Red Sky Rd., Wolcott, CO., Norman
Golf Course Member Club House.
Enclosed is your ISDS Permit #2179-02. Please obtain a field copy of the engineer design
stipulated on the permit from the 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
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
F L U I D Y N E
Scientists - Engineers Inventors
May 13, 2003
Eagle County Environmental Health Department
Ray Merry, Director
500 Broadway
P.O. Box 179
Eagle, CO
81631
Subject: Red Sky Ranch West Norman Clubhouse Wastewater Treatment
System Certification of Completion
Dear Ray:
Please accept this letter as confirmation of completion of the individual septic and
disposal system serving the Red Sky Ranch Norman Clubhouse System.
Fluidyne, Inc. inspected the system during the last visit to the property (March, 2003).
At that time the system was mostly complete, but was not able to be tested because the
electrical installation was not finished. The system was built in accordance with the
plans with the following changes to the original plan sets:
1. The septic tank was installed 20' to the east of where it was shown on the
plans, but remained on the same alignment.
2. The DNite Units were constructed according to the revised C9.2 plan dated
06-05-2002
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). These tests reveal the functionality of the system and
its ability to support the treatment of wastewater. Furthermore, Fluidyne Inc will provide
a final walk through inspection as soon as possible. Record drawings and an O & M
Manual will be provided at that time.
This letter serves as a certification of the system, that it is fully functional to provide
wastewater treatment and that it was built in accordance with the plans.
Please call with any questions.
Respectfully,
Justin Buchanan -
Cc: Jamie Pappas
i :39arJ H11d3H nN3 AINn00 310U3:GI wdvT :so nHl 2002-2T-03G
V A' I L R E S 0 R T S D E V E L O P M E N T 0 M p A N Y
December 12, 2002
p,ay Merry, REIIS
Eagle County Depatt =t Of Environimental flealth
PO Box 850
Eagle, CO 81631
Dear Mr. Merry
I am writing this letter to address the cobeerns of the gagle County ]department of Environmental
Hr,61th regarding the Red Sky Bch Plat amendment and sewage: tteatrnent'Lot lots 88, 89, west
maintenance facility, and the caretaker Waist.
Lots 99 and 89 We have three alternatives for on -site treatment.
Alternate taut first alternative would be to collect the sewage from each lot
ply the effluent to the Nonnan Clubhouse septic tmAd de -nitrification unit and do cJ-A-"
drainfield,
Alternate 2. The second alternative would be to cluster lots 88 and 89, such that they share a.
common dorainfield.
Alternate 3. The third alternative would be to have lot 88 and 89 on their own individual systems.
our preference would be Altentate 1, provided we can meet the concerns of Eagle County and
Colorado State Departnaeut of EnVko= ntal Health.
west Maintenance Facility
The west maintenani a facility Wdy �E moved g is C=ently de if lot gning an JSDS for this facility -
Caretaker
We plant to treat the wastewater from the care taker unit as an individual system, A nearby
undisturbed site has been found for the ISMS drainfield.
We plan to have frluidiyne Engineering nxake applications to your office for such sewer systems as
we continue forward. we look forward to working with you and your staff on the implementation
of these systems, please call me if I can provide any fiuther information.
Sincerely
Ar!
orts Development Company
aroManager
cc: Torn Kallenbach
VAIN Rc015JITI•
Vail Resorts Development Company • 137 Benchmark Road • P05l dI:G(sr Box 959 ■ Avon, Colorado 61620-W59 ■ MO) 8445-25.95 ■ fax (WO) PA.5-25.55 ■ „urw vrdr._com
Va%l . f3Vt?0. teMjdge ■ Keyetane4 • Beaver Creek* t Bachelor Gulch' • ArrowhuadO • Red Sky Ranch' ;,t
VAtL Re ORTS*1KYEL0PM,LrN7 COMPANY
-
FAX TRANSMIS ION
TO:
FAX #;
TEL.E A
FROM: �.
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FAX #, S7'
TELE #: '
Date: 13 Time:
Total Number
Of Pages:
(Please call 970/845-2535 if all pages are not received.)
"� Olt fi 1
Message: e L&,� ._
Vail 0 Breckenridge i Keystone • Beaver Creek$ • Bachelor QUichO * Arrowhead r lied Sky Ranch"
Telephone: 870/8465 9535 . Fax: $70/M2565
www.snow,aom
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V A I L R S 0 R T S Q E V E L 0 P M E N T C O M P A N Y
May 13, 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 the Norman
Clubhouse Wastewater System at Red Sky Ranch. I have completed the testing
'requirenieats instructed by FluidlVe Inc. T1ae water -tightness test and pressure squirt test
were completed as discussed below,
Septic/Dose Tank Wetter Tightness Test
After the tanks were constructed and waterproofed, a water tightness test was conducted
over 3-daytime period, from August 30, 2002until September 2, 2002, There was no
measurable drop in water level. Thus indicating no measurable leak in the Septic/Dose
Tank. (As you know, concrete is a semi -permeable material, to meet the requirements as
specified by Fluidync Inc., the interior of the tars a were water proofed with "Sikagaard",
to reduce the possibility of a failing test,)
Squirt Test
This mornt tg at 10:30am I verified the equal pressure distribution of each of the ten-
drainfield laterals for this system, Each, lateral squirted to, a height between 6 and 8 feet
above ground level.
I have attached the Colorado State Discharge Permit (Part 1) for your ales. Please feel
free to call me during the day if I can provide you with any further information,
Thank you,
Vail Re orts Development Company
J 'e Pappas, Project Manager
ValI. Rz**RTW
Vail Reaorta Davelopmenl Company - 137 Benehmuk ROM - PM Office Box 959 - AVO COIOradd 81M-09$9 .
_ _ '4 (970) 845-253$ • fux (97p) 845.2555 - wwW,vrdc.roni
Vail t Breokcnridge - ICeyetueo - Beaver Greek® - BacheIor Gulch • Atixowhaad O - Red Sky Ranch'
C 17. J 17+1+1 -!7i I 1117t I I------ I I— .— --i-- —I 1, 11 1
STATEOF-COLOBADO
Bill Owens, Governor
Jane E. Norton, Executive Director c
Medicated to protecdng and improving the health and environment of the people of Colorado
4300 Cherry Creek Dr, S.
Laboratory and Radlation Servlces Division
Denver, Colorado 80246-1980
8'! 00 Lowry Blvd.
Phone (303) 692-2000
Denver, Colorado 80230-692$
TDD Line (303) 691-7700
(303) 692-3og0
Located in Glendale, Colorado
h ttpV1ww w;cd phcs#ate. co. Lis
duly 31, 2002
Mark R. Thorne, Vice President
'Vail Resorts Development Co.
P.O. Box 959
Avon, CO 81620
RE. Issued. Permit
Permit Number: CCU-0046272
Eagle County
f-- Dear Mr. Tlionle:
�.
1876 M
Colorado Department
of Public Health
aad$nviro=ent
Enclosed please fired a copy of the pernflt tlmt.was issued under the Colorado Water Quality Control Act.
Your discharge permit requires that specific actions be performed at designated dines. You are legally
obligated to comply with all terms and conditions of your permit. It is especially important to note the
I`EFF.ECITYE DATE OF PERMIT", not the "DATE SIGNED", located in the lower right hand comer
of page 1, of your permit. It is illegal to discharge per the conditions of this permit until that date.
Please read the permit and if you have any questions contact ine at (303) 692-3599.
Sincerely,
Darlene Casey, Program Assistant
Water Quality Protection Section
WATER QUALITY CONTROL DIVISION
Enclosure
xc: Bruce Kant, Permit Team, E.tavironmelital protection Agency ($P2W-p)
Regional Co>mcil of Crovenjment
Local County Health Department
Jim Chubrilo, D.E., Technical Services Unit, W(7cD
` Permit Fee Piles
/dc
issued
C"C"J rz+7+71 nkI I A 171. 1JtY17 h 7ff I.IJ4,P.0 Cfifi7• CT - I LII.I
-RA TIQ=NA= LE
COLORADO D►Sc#fAREE PERmit sysrEm (CDP$)
VA►L RESO►RrS DEVELOPMENT Ct]►mpAmy
SKY Y RANCH S HOLLAND CREEK METRO DISTRICTS
CDPS PERT it NumBER coxgoo46 ; EAGLE GDVNTY
TABLL OF CONTEIVrS
zllr.4 Opp -EA rT..,,,uuu.......aau.....nu........... w.......wu...., ... 2uu u...•nnn.au..••n.u....
27 A4Cff.iTYPVF0BM,47.I0N............................................ .... 2
ILT, RUCEIMCF AQ . FER.......................................................
Identajication, Classification And Numeric Standards ................................ 3
Ii: FACHUTIESE'iALUATZON«.................................................................................,.5
Description and II'istary of Facility....... ...........................
Septage Dispersal... .....,.,............................................................................... 6
Jnfiflradom2iffowI./I)........................................ ............
.......,......................,.,............. 6VPURFOAX4NCE HISTOR'
lllonitoritegData............................................................................. ... 6
YX. TERMS A1YD CON.I)ITION,S OF P .............................................................. ........
Discussion of Point of Compliance .............................................................. 7
-Determination of Compliance ,Mitigations ................................. ...., 7
Compliance.Lirniteations............................................... ' ......... 7
CompmanceMon itoringfor7`�o Years ........................................................ 7
L'conornic Aeasonableness Evaluation......................................................... $
Monitoring............................................................
.Influent Monitoring....................................................................................... $
Compliance Point Monitoring .............................. ..... 9
Bioselids Monitoring ................................................ .
Ae,porting........................................................ ............... ,.....
,Discharge Monitoring.XRepori ............................... 10
Special.IReparts............................................................................................ 10
,additional Ternes and Conditions �............................................" 10
Signatory Rerluiretnents.................................................... ............:.ill
CompliMa Schedule ....... ..... ....10
.�..........,..........,..........�..k.
Reapener, PertnitRenewcal and -Poe Infrrrraaation.. . I2
FTZ RL.�F'EAENCES........................................................................................................2
VW APPENDICES ........................
APPENUMA Report of Wall C vmpletaon................................................. Id
A8PENDZVB Suggested .Practices to beet Permit Requjrements............ 17
ApPEIVAM C Suggested Monitoring Well Sampling protocoL................ 21
LISP' OF TABLES
Table VI-1- Compliance Limits at 001A-,Cffective September 1, 2002..............Table m.tangaiIowgradient Wills and OSOA, B, C...................... g
Table Y.-3-Locationlrnstallation and bevelo
'PM eniofMoaeitoring Wells .......................•„ 11
Table Vl 4 - Establishment of Smupling protocol for Molaitoriug Wells .............................. 23
-Table PI-5 - Installation of Alan Measurement Device .........................................................14
3
C ,,+,•s Graf-, -nkI !kI-M.lA-3fT t.tsi-,C`.C` Lr%n--•Cs•lw_1
COLORARO DEPARTACNT O$ MLZC HEALTH AND ENV1R0NA&NT- 'W,ATRY1 nTTe-F "V .-j%.T•>,,r-- TMwe
RA�AONA�,� PAGE 2 PE�tMT J.' O. COX-004�6272 -' - - ---- `� "`T�' � A ` X..•1q A^VL' U1 V ,; titiglFS
TYPE OF PERMxT New
11- FACMF1Y TNFORMATION
A. Facility Type: DOPnestic Wastewater - Septic System ( y r
Fee Category, Category 22, Subcategory 1
Category Flaw Range. Dollmstic 'Wastewater f om 0 Oxillons per Day (Gp'x]) to 49, 999 CPD
Annual Fee; $222.00
sic 4952
B. Legal Contact: Mr. Mark R. 7horne, Vice -,President
Vail Resorts Development Company
137 Benchmark Road
P.O. Box 959
Avon, Colorado 81620
(970) + 845-2533
C. Facility Contact: Mr, Larry Ziruolo, Operator Mr. Jamie L. Pappas, P.,P, .
Holland Creek Metro District Holland Creek h"tetro ,District
Vail Resorts Development Company Vail Resorts Development Co.
137 Benchmark Road 137 Benchmark Road
P.O. Box 32 P.O. Box 9.59
Keystone, Colorado 80435 - Avon, Colorado 81620
970 + 496-4207 970 + 845-2528
D. Facility Location: NE A, SW f of Section 22 (FAZ701; NE ! SF y4 of Section 21
fNORMANI; SE lO NW Yd of Section 22 [27Lot Cluster] Township 4
South;. Range 83 West; Sixth Principal Meridian; Eagle County,
approximately one mile South of the Walcott Exit frorn I-70, [Lat. _
390 41' 22" and .bong. = 1060 40, 40,7 (TOPOZONE by mjl). See
Figure 1 in the Permit,
E. Compliance Points: The permit is written for three septic systems, as a result, there are
multiple compliance points. ne initial compliance points for the
leaclf fields' discharge are 050D, 050E050F, which are to be
installed as part of a compliance schedule. (See Figures 3-5j
F Influent Monitoring
.point:
Influent flow sampling is required either prior to or subsequent to the
septic tanks far each treatment system. The influent flow measuring
point for the Fazio Club House [Lat. = 390 41 " 14" and Long.
106' 40' 481 TOPOZONE by mill wastewater treatment facility
(WWTF) is designated as "q" on the Discharge Monitoring Deport
(,DMR). The influent flow measuring point far the ,Norman Club
House 9-M, = 39" 41 ' 18" and Long. = 1060 41 " .17A TOPOZONE
by mill WWTF is designated as "r" on the D1Mc1R. The influent flow
measuring point for the V Lot Fluster WWxF [Lat, = 390 41 " 22 „
and Long, = 106' 40Y 40" {TOPOZONE by NO] is designated as
"s" on the DAM, The individual influent flow for each treatment
system is reported on the DMR that has "3001, ljn the box entitled
"Discharge Number. {See p'igures 3-5.)
C'•C'J C11+7'nkI IkMI. I J{»7A 7rT 1.IJf'!--C CFnM--'CT' ILSI.1
COLOR.ADO DEPARTMENT OF Pr7DLIC HEALTH A'ND ENVIRONNXNT. WATER nrisT.T•r V nn,.rynr.r T.-
nA'A_10l�]� FAME, 3 PER.MT NO. C_OX-0046272 "AV.; VrkZrb
1- REC SING AQUIFER
A. Identification, Classification and Standards
1. Identifo-a—don: The wastewater treatment facilities (mp) that are located on the East area (,fee
Figure I o, j are located in an area where predominantly landslide material has been. deposited. The
material is described as colluvium. TYae colluvial material generally consists of very stiff to hard,
silty clay with sand, gravels and larger clasts primarily composed of sandstone, and compact to
dense silty or clayey ,rand. Below the landslide debris is the Dakota Formation, The Dakota
encountered in the boreholes was slightly to highly weathered, extremely weak to weak dark
grayish brown sandstone with some interbedded claystone and Shale. Ground water was
encountered in various boreholes in (lie East Area. Alone of the boreholes were site specific to the
WWTF's. The information provided in the application indicates that ground water is in the
colluvium in certain areas and at the bedrock contact in others. The ground water was consistently
found between eighteen and forty-one feet below the ground surface. .Figures 2 and 6 illustrate the
ground -water contours beneath the Fazio R WTF. The State Engineer's well information for the
drinking writer wells at the 27Lot Cluster indicates that there is a single well at 32 feet in depth.
Yhere are two wells with known depths in Section 22. One has a depth of 32 feet and a yield of IS
gallons per minute. The second well has a depth of ISO feet and a yield of 20 gallons per minute.
The wastewater treatment facility (WWTF) located on the West Area (See Figure 1o,) side is located
on the surficial formation, which is identified as the Dakota Sandstone. Dakota Sandstone is
described as slightly to highly weathered, extremely weak to weak, dark grayish brown sandstone
with some interbedded claystone and shale. Beneath the Dakota is the Morrison Formation. And,
beneath the Morrison is the Entrada Formation. Roth the Morrison and the Entrada are described
as variegated, claystone, mudstotte, sandstone and contain local beds of limestone. Locally, both
are considered drinking waterformcations..4 USGS Open --File Report identifies an existing drinking
water well in the East Area that is completed in the Entrada Formation at a depth of 170 feet. The
water duality, reported in Open-Filee Report 76-822 is good..A'borehole in the vicinity of the
Norman WWRF contains the following description for RSW- S; From 1.5 feet below the surface to
I3, 0 feet the cor+aposition of the material is a sandy siltstone, from 13.0 feet to17. o feet there is clay
and silt with medium sand, Some fine gravel Composed of siltstone and sandstone; the material is
moist at this level. At the time of this writing, groundwater information is dependent upon
borehole information. There are _some with groundwater in them and ad, jagent ones do not.
Ground water appears 'to moving in the noriheasterly direction.
2. Cda ji cation: The ground water below the Holland Creek Metro District does not have a "site -
specific" classification. The Water Quality Control Division (Division) shall implerent the Interim
Narrative Standard found in "The ,Basic Standards for Ground Water" (Regulation 41) [Deference
#21 to establish ground-waterprotection. The Interim Narrative standard states that the Division is
required to implement the less restrictive of (1) existing ambient quality as of January 31, I994, or
(2) that quality which meets the most stringent criteria set forth in Tables I through 4 of Regulation
41. Because there are no existing monitoring wells, the Division does not have a sufficient amount
of ambient (an upgradient monitoring well) ground -water quality data for the site. Hence, the
Division shall utilize Tables I through 4 to estaabliM point of compliance limits for the compliance
points, which are the downgradient wells.
3. Numeric Standards: The ground -water standards are
,found in Tables 1 through 4, which are
found in .Reference #l2. These numeric standards are utilized to establish compliance point
limitations at the downgradient monitoring wells.
C"o"_j r-+7+7ankI !{c cr.,rx_•cr• Iui.i
COLORADO LEPA MMENT OF PUBXIXC HEALTH AND 9WrA0NMNT, WATER QUALITY CONTPOL DIV., WQPS
RATIONALE PACE 4 PERMIT NO. COX-0046272
Al. R:ECB'Iir,ING AQUIFER
3. Numeric Standards: (Continued)
'al and Biolo ical
Ph = 6.5 - 8.5 s,u,
Total Coltform = <1/ 00 ml- (<2.21.100 mi)
Arsenic (As)
= 0.05 m8 1l **
Boron (B)
0.75 mgld) «
Iran (Fe)
— 0.3 mg11 **
Cadmium (Cd)
— 0.005 mgll
Copper (Cu)
= 0.2 mgll A*
Lead (Pb)
= 0.05 rng/t
Manganese (Mn)
— 0.05 Me **
Nickel (Ni)
0.1 mg1l **
Nitrite (NO2 M
1.0 Mg11 as N **
Nitrate (Npj-N)
I0,0 mg11 as N"
Sulfate (SO,
— 2.50 mg/1 *
Chloride (Cl)
= 250 mg11 **
Total Dizolved Solids
— �"�"'"
Varies Based upon T17S
Background Level
„< Means "less than ".
When the Membrane Filter Technique is used for arudysis, the average of Q1l samples taken
within a year must be less than 1 organism per I00 milliliters of sample. VMen the
Multiple -Tube Fermentation Tcchhilue is used for analysis, the limit is less than 2.2
organisms per 100,milliliters.
**
= Measured as a dissolved concentration -sample isfiltered through a 0. 45 micron membrane
prier to preservation.
Back round tal issO Od Solids /TO Yale, (r6 1) Mx a Z �yVrsble TI C
Corr .ntrat � is
0 - 50p 400 mg/l or 1.25 times the
background level, whichever is
least restrictive.
10,
OOi oo -1 Og0 1, 25 times the background value
r greater No limit.
C 3 '_} C+1+1'nk! f ■!1f_f JlS11b 1R S S 1f^ .0 Y"Pi---nT - 1 of
COLORADO DEPARTMENT OF PUBLIC EMALTH AND rOWI t,ONUMNT, 'WAS QUALITY CONTROL My,; WQI'S
RATIONALE PAYE S PERMIT No. COX-ON6272
,,-vtf R.ECLPKINCr,A,QUI ER
3. Numeric Standards (Continued):
Metals
Based upon the amount of the discharge, the lack of industrial contributors, and the,fact that no
unusually high metal concentrations are .expected to be found in the wastewater effluent, it is
unlikely that the discharge from the standard septic tank, D-Nite Unit and soil absorption system
will cause a violation of the ground -water standards for metals. Thetefore, no metals effluent limits
or monitoring conditions will be specked in the permit and no further discussion of the metals
standards is necessary.
rV FACWI—PS EVALUATION
A. Description and history of Facility
The Red Sky Ranch is served by a consolidated service playa. There are two special districts that make
up the "consolidated service plan ", One special district is called "Red Sky Ranch Metro
pd�litan District,
which is known as the "Financing District". Me second special district is called the "Ialolllita Creek
an
Metropolitan District, which is known as the "Service District". In general, the "p'inancing District„
Provides funding to the "Service District -for construction, operation and maintenance of facilities and
improvements at the area referred to as "Red Sky Ranch ". Wastewater flow will come from two golf
clubhouses. Each of the ttva clubhouses has a restaurant. 17te two clubhouses for the 80V courses are
identifeed as follows: (a) "Fazio Clubhouse" and (b) "Norman Clubhouse", ne two godclubhouses are
each served by a WWFF. Wastewater is also treated from a chaster of 27 dots that are served by a
WPVIK The area and the W97F have been named "27 Lot Cluster". jhe "Red Sky Ranch" has been
divided into a West area and an East area (See Figure 10 it, the permit,). 2"he ridge in Section 22
essentially establishes the dividing line between West and East. ,Tyre West side contains the Norman
Clubhouse (referred to as "member clubhouse") and WWTF. The ,Fast side contains the Fazio
Clubhouse (referred to as "resort clubhouse ") and WWTFplus the 27 Lot Cluster W gr
.rF. Zyae
individual locationsfor each WW'l'F are indicated in Figures 3-S. Wastewater flow will- be directed to
the appropriate WggF for these three areas. The remaining lots are on individual septic systems or
cluster systems having an average daily flow less than 2000 gallons per day.
The wastewater treatment system consists of septic tanks followed by a recirculation tank and a "D-
Nite" Unit prior to disposal in a soil absorption system aeachfield). The "D,Nite" Unit acts similar ra
a recirculation sand falter. ,See Figure 9 ire the permit. The wastewater enters the septic tank where
solids settle and anaerobic biodegradation processes occur. .Next, clarified wastewater flows to the
pump tank, where the recirculation pump applies small doses to the "D-Nile" Unit at preset time
intervals. Wastewat9rflows through the "D Nite " Unit where ammonia is nitr#7ed to nitrate and
organic carbon is consumed by heterotrophic organisms. Then, the nitrified wastewater is returned to
the septic tank where denittifzcation occurs. ne "D-Nice" Unit possesses a fixed fzim method of
nitrification. Nitrifying bacteria are part crf a mixed microbial population in the biofilm attached to the
filter media in the D-Nit Unit. giofalms provide protection from periodic poisoning, short -terra drying
periods, washout from high flow events and variations in wastewater strengths. Stability of the
nitrification process in the septic tank is a result of several factors: (1) an oxidizable carbon source is
always present, (2) anaerobic conditions are constant, and (3) the volume of the septic tarok provides a
large degree of dilution to offset possible chemical induced upsets. Each clubhouse system has an
average daily design capacity of 4, 000 gallons per day. 6, 000 gallons per day, The 27Lot Cluster hThe maximum daily design for each systerra is
ay an average daily design capacity of 5,832 gallons per
day. Tyne m=imuM daily design for each system is S, 775 gallons per day.
COLORADO DUARTMENT OF PUBLIC HEALTH AND ENVIIt,ONMNT, WATER QUALITY c[)NTROL DIY.; WQPS
RATIONALE PAGE 6 PEIiIT NO. COX-0046272
p CX=S EVALUATION
.A. Descri, paion and History of Facility - {Continued)
Tice site approval [#453,4] for "Red Sky Ranch ; which includes septic tanks, „D-Ante 1' Unit,
recirculating tank and soil absorption beds was granted on ,Tune 8, 2001 in a letter addressed to
Mr. Jerrie Pappas, Project .Manager/operator, Vail Resorts Developmen Company. The approved
average deal t71V or erach of clrablaouse lNor gn and ,Fazio is Qr 4 000 al%ns Per day. Tice
peak dai ow or each o the aniclubhouses is aPProved orb 00(! allons er daz . Tlee
approved avers a daili flow for the 27 Lot Cluster is far S 832 allons er day. The eA ak dwiflo�
w or the 27 Lot Cluster is a roved or 8 TTS odors er da .
Wastewater Treatment Plant operators are governed by the "Water and Wastewater y�eatment
.Plant operators Act" which i$ 25--9-100. The irnpleMenting regulations for 25-9-100 are entitled
"100 .Regulations Ceraafacaxtion of Water Treatment Plant and Wastewater Treatment Plant
operators" (Reference #8 in this Rationale]. according to paragraph 100.5.2 in this regulation, the type of treatment provided requires an operator with a T " certification.
B. Seplage Disposal
Since the treatment facility will generate sludge (biosolids), there will be a need for sludge to be
Pumped from the settling tanks on a periodic balins. The sludge (biosalids} removal and disposal
shall be accomplished by an approved contractor and at an approved site in compance with
_ applicable ,state and federal regulations. The permittee is to provide the infot�,hation requested in r the permit in the section that discusses the "Blosolidls Limitations and Management Requirements" [Part LA.8.] and "Annual. Report" [Part I, D,3. j.
C, Infiltrationllnfiow (Ill)
The Holland Creek Metro District will install, flow measurement devices at the three treatment systems
(See jRgures 3-5.). Until these flow measurement devices have been put into operation, the Divisioh
does not have a way to determine whether there is a problem from iVltradon or from inflow. Fence,
the collection system has not been verified to have an infaltrationlirIow problem. Because d
Water is at an approximate depth of thirty feet, groun now or in the future, the sewer is not likely to experience infiltration, either
V. PERFOR.MANCE HISTORY
Monitoring Data
1. YW is the first individual discharge permit, for the Rolland Creek Metro District's (,,Red SAY
Ranch" treatment systems. ,hence, there have been no permit requirements to report results of
monitoring analyses.
2. The State has not taken any groundwater or surface water samples in the vicinity of the
wastewater treatment system,
C C - J C *I+, ' nk 1 1 L 1--11. 1A 1f 1 1 [f' .0 - -- • - � • - I
V A I L R E S 0 R T.9 D E VF: L 0 P M E N T C 0 M P A N Y
- - h 11), 2-002
Unix �—,aibrij10, P,an-.+.
District Engineer
Water Quality Control Division
Steamboat Squate - - - -
A1n I j.inr:�1� Ave.
Steamboat Springs, Colorado 80487-5006
Dear Ivir, hubrilo
2i$ riv 4ay ieUya End }woe tszs� PV wcr sy iste D---1 Sky �+.�a ch aapprov i' dd ioa der Bite A pph icon
#4538 on June 8, 2001 need to have a. flow -monitoring device installed.
As can be seen on the attached detail for the No=an system dosing tank there is a 2' dosing
volume which represents (2$x 18.5'a li4jx7, 8gai�ftn3 - 3044gai(dose. A dosing event counter
Will be installed on all systems such that, at any point in time, the number of doses can be
obtained by simply reading; the dose counter and subtracting the number recorded during the
previous month or day. Then simply multiply the number of doses by the 3044gal/dose to get the
volume of wastewater being used for that increment of .
t'urthermore, a second meter uriii be installed that measures the pump ran time. Such that at any
P--'--It in tune the total time the p=p h= ,i be detennzirtd, From sheet C9.5 the Norman
system pump curves, the expected flow rate is approximately 780fmin/pump. 'therefore, the
puiiip ri i ti= Dail be MUjtpjjtd by ofaol- -n;eingiuaii=4
pumped per this increment of time,
Let. me know the next time you are in the area and 1 can go over the operation and maintenance of
these system—.. please call me during tb.W day at 945-2529. if there are any fZ.w er questions.
Thavks for your help.
Sincerely
Vail P--^^rts TIYTinlopment Con.-Ta-ny
,44A,
JSmie Pappas, P} E'
ProjRCt Manager
YAtr RclORTe
cc: Tom. P.F,
Ray Merry
veil tieaerte ueVelopment Company + 137 Sen6mlark Rend - Post Mae Box 959 - A-4 Colorado 81620.0959 - (970) 3Iu5-2535 - fax (970) 89"3-= s w vvw.unow.com
Dftvor Cam' = Brill valat : Iji>Sh' - A fmhenn - Rol sty tAva '" m •
-- 4 r r-MT 4 iw. 4 CrihA Tr} - Ct3f:'I C ('Tll IKITV GI.II. I NFaI TI-I PAGE: i
w
• M �_
OR■ POURED IN l PRECAST ISER
• ;
2' THICK EX RUAED CLOSE
DIA SCH 40 PVC VENTILATION LINE
I 1 2" SCH 84 UNION
ATTACH PIPES TO
r 15ra WALL SCH 80 PVC TU I - VMWE 1M gid
3" SCH 40 PVC FeWWQW
UNITE DOSE LINE Z�-LACK BOOT
DMU DOD g9J
I UFRT OUT 7845 .5 OR EQUIVALENT
G" C-8qO 3 X 2 REDUCER
PVC i=ORCEMAiN � 1 � � i ABS FLaAT�
INVERT OUT 7847.83' I t SWITCHESTYR
U� 6 MJ K and .: l FASTEN TO 1"
UCER 1 SCH 40 PVC
3ULL-TRUDED RAIL SYSTEM j SUPPORT
;CONTRACTOR TO SUPPLY AND uj = I
NSTALL COMPLETE) I
d"w DUCTILE IRON CLASS iSO f fOFF
iYDROMKnc S4F #�Ef]I1#�OfiNT OFF ;.
zoev 30. ,
:PPER DRAINFIEI.D 9.
WELLER 15HP. • ' ' : • '� "f , .
.O K DRAINFILEp .5" D-NJ7- PIMPS .
MPELLER 15 HP, l l � TIMER ACTIVATi HOW- 15 RI
)-NITE DOSE PUMPS (3) } "�
iruROMATiC SPO TWH 208V ',� IN
� �
SINGLE 0. PUMPS TO RUN ON `
l�cae i MIN l I MIN f3FF. �• > >
`V rN I I.- II.N L :r V 1-% T Lr G V L L. V i— Al Cl L VI `v V I` 1 d 7 NI
May 10, 2002
Ray Merty
Eagle County Depaa meat of Ew rouujentai He&L�a
PO Box 850
Eagle, CO 81631
Dear Mr. Merry
As we discussed the Septic Tank and Drain field that has been designed for the Norman
C h bhou:se is encroaching inter the adjacent Tracts GC101 and 0S7.
Pursuant to the hierarchy incorporated, in the iced Sky Ranch Final Flat note 22 (iv)
(attached), in the pre -design meetings for this system .1h e ri ere many critextia used to
locate the septic systems. The location shown on the Norman System plans dated 3-25-02
allows iho septi: tank to be out fiom undm the golf cis path, provides n11:',.1*n'mm dep is
to septic tank, as well as provides considerable distance from the clubhouse and
associated event lawn. Meeting these miteria allow for proper function and operation of
the system components, most importantly, access to the pumps ;;ith minimal public
disturbance.
We are requesting to use the northern adjacent TI act OCXO for a portion of the Septic
Tut which hu the designated land use of "'Golf Course" and the eastern Tract OB7 fore
installation of the drainfield which has the designated land use of
",Rmreatiori(Openspace/Utilitie The eastern boundary of tract OS7 is the property line
between Tmet 087 and Tract OS1. Tr OSI is desigti d
"Recreation/Openspacelt3tilities"
Since these tracts are owned by Vail Resorts Inc. with easement r; ghts O'iv to the Red.
Sky Ranch and Holland Creek Metropolitan Districts for sewer mai-atenance we feel this
request is rea mole_
Please call me during the day at 0845-25.24 if you would like to go over, '&ids idxfvuxxatiWA ir1
more detail.
Sincerely
C;ail Resorts Development Company,
kectflM
Pappas, pit
anager
VAIL 14rfncrr.
cc: Torn Kallonbach, P,E.
Vail Resorts Development Company • 137 Renahmark Road , Post Ofl"we Box 919 + Avon, Colorado 81620-0050 • (970) 845-25„5 • fox (970) W-2655 • www.Wow-cons
— Vail , Breckanxidge , KeyatonO + Beaver Greer , Bachelor Gulch'' . Arrowhead . Red Sky RanahW' — - — - 0
fT'_l 0101T'rll,I ILt.t-A1^.T --1-t-11
Qr in0 von C0rpcCd i^ jwW 7 7,-
octs of Ilgetw Or ,rniec"Okct br "blr ' Ensr Y' its
rns gas %a�poiyociaow, l Cetry 'g V"tW mud f f<3llswx
13"etUdl. nar►o-eKdu 'easeme*t� €4 to the .owners of Lott Z 4�• S.-,# a�
7 of t, - kR the light to wesa that ei"Od h �!�! ta4eb dP0 d ' } d
�tlhd 1Cicateld G
Oa7T(9ai.E kid l9
�+ b #1 TfflQt=t' ,2 #his, P1�r
as and 11110.M SwirCtw .septlo' %nk 'and dtatit • tgW b Ua sqj astmA .end yam+
t0 Oft • PlPes aPplerten0l�aem ` aw w , now, a tlb iwwitt add
drain Yale;' and
(a) %-the TWO' Of LOU G bW44h wS r o In i�tknw O f at, fhis. flght- to -
uee that, dertaln dra[6. field toc*Mcted bj , the, W4 COVOrdtksq ,and
located an Tract W Of this fdt.r cs, Ond irlw+",'duch: dregfo•-field b
ti.,..1�n-WiCC A 10 COQkao .wft 4"0 euAJ ,G* a $; IP rp '1r'is'gdllad
bn each .+, iivlt "ne�rs lot avid -the •rtoht to use the 01090• sand appte'totw�an
aamd t+d,, * th MW dralb held; and
U111) to thd• twli " of '60.1 lust l�,pt. the riot t
� thot cWtaI w • drain l ttU $a�' by � �i � its+ 4n:3
9-4
'located are' i`ract 001 Of •ails' Alut, -ay Qnd whet* -�hn field is
Oanttruct6CL #r ' danjuawatton wetttw h • sja�h Owhee; Deane,
4ft 6d4h 9,Wh. e'e 16t 'Orld fehd ?1Uht` to im thb' pIpjS.' o ,gOOU(terl�ac�`
'ammilated, with. WO ,& 'n Reich• drtd ;
t ' tb- tom' awl if Atli Iola no �.'m wyi' ow"-
and . (m) dka % the dot to uilt the, land Omlorrdtil� tit wh, ad �
1'r Qpilrkw .
auta ,i wed I Og' 4� T� adpcer+t. ! • Uch O*r!�!!"* 1Ot ' t� `
Construction dnd iha'tallottan of drolh ndlds, p%�„Gmd dpour egdn 'in '
con jurmt1an w1th e h ws'h O4rresr`s tic , lnaWt art .0ach such
*"Sea at Ut &ty itir ML iat &teM Icy -a t id p��,
enyinswos written 6pll fOR, that V* ** Is Vvt d Mdto -Ir ian " , h.
aw a e. lbt 'Far' the Prapae` f4AC#9n and. Wn' (if • 4 dra�lfi iisldl
N4t+sltltie � gnel ., �RY[Ct - t0` �0 ' 22, acid
ut ea rightatii l Wvf Oer, hjmdef ar''aboouct tN#
permll W use& of. the Qp6m .Spat* TCacb Arid 'the• Gulf 1 rs*,Tfq
tbfM 1h W FW Qtdg 66 dtflt bd In' CM041 Not* 4).
`No.but PkftM4Ot 'dr lnlwWIlr errti `at any indjerfale, �iparn*
at Ir"Prova,Mente. Indu04 but Wit : onitted to.. ehAdr+ `x pFla d
Mlprneot 1ndu+dictq (''. 'V lM � tv s �{lW.
' icFrrit;�g
lent in tall m, badmqus I � , &d t ksr .. .
ferwaee, d�tstdna� faarnitaA zr or alterdtvrr
appurleflaheis to arly afid At 41ilia f q; -ehall liw p!llft ittttd an -M- Y .
part. of 4he GOR c ulf'kas. 1ndttntng -CRY 091[''OMM 'riq w4 k Esfvwntnt
` aeer l r riir ervt the dpdrattgrwp der Rna1i *A nee Of
the Golf ul' M'`�iritiriipt the oxprps written wi'ieeot- 'e# the' d p0d `the'..
aner'e1t*'ii' aft firs dai .n .
14. Tract AA- cif. #twfQ Plat IS 6WCOMDIated,to ba fwih w` wjwvkw, jn
MOM 1"tO Dots', �94 through 80 hi mUlAk* and T. Mtt* Dr G. I., OSOI, Oft dM '
09L Tbereford,such Wts QVW Tra�.a are,, sect %lnd;i ' 1A k n�IrtbePttiQ, .
a� to at letta . , seguenos, o,n. .,this plot'.
fit- Lai* 1 ''tttr4WO1 23, wad at thr h' 9-f,irtdlt *w oho-tgmtlt# 'an.'
caretaker unit, sacra tat Otitis We and nbsolLgd' dlwrett6n of . the .awwq, '
of such' l pt With tho Red ,fs* km� � cnt , _
Outds +le ah1h totlwd fiewato" • (tht "P�, , w! ; , `
ZIL All i'"WORtlal aeptk systorns: ft gt,6•e q► mwi f jhj, d*ft ewe
a6d. h44i fled1otW over '#1ui
9 � rlenatlal tots of '�k+1s• ptdt�,
WditicrtOxt pMO, fbr ON uptio systems *rd
r ,tw Wk"Itted. id j
wntp wit' rrltO tip * of ,It frarrj 1~gio, ici�lF,gpdrixaeri
Xf Em4runmentdi Health pt kW ,ta tCw�e Tt# talkttlarw end trtlbfildn ' *la ' roh
teptic a-vate[t[s. alert w, ' rm - for • sl Rsd *, 4
appt+oi�+a! fMM tlti ado ,� # t f bar "W ;W =
�41 •��1.x� V� W��..' r1[ t'I��ii��i�.
Mate^ CMallty CahtrQl ;Dlv�lan polar, •twa. o Itae� D ial� ,�,rw,t d tc�we
1i surh aivatero motle, tems In QMC* With the' rsgttirriiet ets of
he G'otbradQ, Department off` P'ublie-,ti"tli' dnd Few n Y t 'i�i
41
!bta[w sactiwrittf [wet ass with$ ,=sJ. l�sp:it.y
mifartiott w+�leirl9+, tunr►� , kp► 'dig. SkOWQ; ,Og leg at~d
4c lin% ehdl -not tV PWInrat ► Oh the ff . >ij. 1"61RdWig• but,
mi+ted to the fi`wt pathe 9689qWW t1w PEh4
Yew #'irr OY ON A4penff asr�,
•� s
rl�i
r
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F
r �r�
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mud ran-ptd teiwes E'..:,•_•.k r ,t
'Rt+l
LL1—SLA_JrVZMaL�fLt ' �.-4t.1" T.mT ZN 1-1, r • tut.�.�— --
STATE OF COLORADO
Bill Owens, Governor
Jane E. Norton, Executive Director
Dedicated to protecting and improving the health and environment of the people of Colorado
Grand Junction Regional Office Durango Office Steamboat Springs Office
222 South 6th Street Room 232 P.O. Box 140 Steamboat Square
Grand Junction, Colorado 81501-2768 Durango, Colorado 81302-0140 410 S. Lincoln Ave.
Phone: (970)248-7150 Phone: (970)247-5702, ext. 273 Steamboat Springs, Colorado 80487-5006
FAX: (970)248-7198 FAX: (970)247-9126 Phone & FAX: (970)879-7479
May 16, 2002
Holland Creek Metropolitan District/Red Sky Ranch Metropolitan District
c/o Jamie Pappas
Vail Resorts Development Company
137 Benchmark Road
P. O. Box 959
Avon, CO 81620-0959
Colorado Department
of Public Health
and Environment
Re: Design Review, Norman West Golf Course Clubhouse Wastewater Treatment System, Red Sky Ranch, Holland
Creek Metropolitan District/Red Sky Ranch Metropolitan District, Eagle County
Dear Mr. Pappas:
The referenced design transmitted by Fluidyne's April 4, 2002 letter has been reviewed in this office in accordance with
the Colorado Individual Sewage Disposal Systems Guidelines, and Site Application #4538 which was approved
June 8, 2001, and has been found to be in conformance. The design is hereby approved and subject to the following
condition: .
The facility owner's registered professional engineer must certify at the completion of construction that the
treatment works was constructed according to plans, specifications, and significant amendments approved by
the Division. This certification must be submitted to this office.
Your letter to me dated March 10, 2002 was received in this office via fax on May 10, 2002. This letter states that flow
monitoring for the three wastewater systems approved by Site Application #4538 will be done by the use of dosing event
counters and pump run time meters. These methods will be used to report flows as required by the operating CDPS
discharge permit. The methods must be calibrated periodically to verify flow accuracy within 100/o of actual flow.
This review does not relieve the owner from compliance with all local regulations prior to construction nor from the
responsibility for proper engineering, construction, and operation of the facility.
Compliance with the discharge permit requirements is the responsibility of the penmittee/owner. The Water Quality
Control Division's review and approval of the design does not relieve the permittee/owner from compliance
responsibilities.
Please retain this letter for your permanent records.
Sincerely,
Jim Chubrilo, P.E.
District Engineer ,
Water Quality Control Division
cc:
Ray Merry, Director, Eagle County Department of Environmental Health
Thomas Kallenbach, P.E., Fluidyne
Michael Liuzzi, Permits Unit WQCD/CDPHE
Tom Schaffer, West Slope Supervisor, Technical Services Unit, WQCD/CDPHE
File
PADesign Review WWUted Sky RanchWorman Approval.doc
•
FAX COVER SHEET
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
P.O. BOX 179, 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 92179-02 I have also included the Alteration Permit #2179A-03 for your 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 Drain field size will not be altered to add these two lots since the system
is regulated as a sewage treatment works requiring system alterations only if capacity issues are
realized or discharge permit requirements are not being met. The applicant proposed to reduce drain
field area via the first submittal based on actual flows seen at the Fazio Course Clubhouse system
(15 000gpd) No downsizing will be improved. Lots 88 & 89 can be connected to the Norman system
without alteration of the drain field. Issue and alteration permit specifically for installing the force
main and 1000 gallon dosing tank as specified. This alteration does not include permission 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 required at that time.
5/29/03 Received clarification letter from Fluidyne 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
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PHONE NUMBER: PHONE-
406 , 586 . E289
RE= FAX:
.586.2335
0 URGENT G FOR REVIEW
NOTES/COMMENTS:
0 PLEASE COMMENT a PLEASE REPLY
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F L U 1 D Y N E
Scientists - C ng innora: • I nventors
May 27, 2003
Flay Merry
Eagle County Environmental Health,
500 Broadway
P,O. Box 179.
Eagle, CO 81631
Re: Lot 88 and 89 Red Sky Ranch Supplemental Information
Ray Merry:
The purpose of this letter is to provide an addendum to the plan submittal for the
lots 88 and 89. Three topics need clarification regarding the addition of
wastewater from lots 88 and 89 to the Norman treatment system.
1. Lot 88 and 89 will have individual septic tanks to accommodate settling.
Septic tank locations will be dictated by appropriate setbacks and tank
sizes will be determined at the time a building permit is requested_ As
determined in the telephone conversation with (day Merry 05-27-03, the
permit review fees for the individual tanks on lot 88 and 89 will be $150,
2. The addition of the wastewater from lots 88 and 89 will not affect the
treatment abilities of the Norman Clubhouse system and does not change
the terms of the groundwater discharge permit.
3. No change in absorption area is proposed for the 390-chambered Norman
absorption field. The Norman Clubhouse wastewater treatment system will
be expanded when necessary in accordance with the State of Colorado
regulations.
Please call if you have any questions or need any further information.
Sincerely,
Adie Phillips
Cc: Jamie Pappas
MOY-QQ_Q)PIM7 TWI I raQ- QC-6MI Tr) - GQf-_l F f-nf NITV M,11 I I- 01 TI-I QlorG- a
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX: (970) 3284788
TOLL FREE: 800-225-6136
www.eaglecountyus
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 9t', 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
June 14, 2004
Eagle County Environmental
Ray Merry, Director
500 Broadway
P.O. Box 179
Eagle, CO
81631,
Health Department
Subject: Red Sky Ranch West Norman Clubhouse Wastewater Treatment
System Certification of Completion
Dear Ray:
Please accept this letter as confirmation of completion of the individual septic and
disposal system serving the Red Sky Ranch Norman Clubhouse System.
Fluidyne, Inc. inspected the system during the last visit to the property (August 2003).
At that time the system was complete, and a final walk through inspection was
performed. Additionally, a sample of the wastewater was taken (August 2003) and the
results indicated a high level of nitrogen removal.
The system was built in accordance with the plans with the following changes to the
original plan sets:
1. The septic tank was installed 20' to the east of where it was shown on the
plans, but remained on the same alignment.
2. The Eliminite® Units were constructed according to the revised C9.2 plan
dated 06-05-2002
Vail Resorts Development Co. engineer Jamie Pappas, P.E, tested the system. The
certification process involved a leak test on the septic and dose tanks and a squirt test
on the drain field.
This letter serves as a final certification of the system and that it is fully functional to
provide wastewater treatment.
Plea e call with any questions
Res ect Ily,
Thomas J. Kallenbach, P.E.
Cc: Jamie Pappas
��PDO Rf G�s�
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F L U 1 D Y N E
Scientists • Engineers • Inventors
November 24, 2004
Ray Merry, Director . PP '
Eagle County EHD s e a
P.O. Box 850 ,)0 '
500 Broadway e /► 2
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
Sin ely Kq<<F�o
Thomas J. Kallenbach, , v, NA L
enc.
c. Deb DeCrausaz
F L U I D Y N E
Scientists - Engineers - Inventors
Norman Clubhouse Wastewater Treatment System
Design Report
Overview -
Vail Resorts Development Company is in the process of developing Red Sky
Ranch, a planned community consisting of 87 residential units and two 18-hole
championship golf courses in Eagle County, Colorado. Additionally, the
community will host two clubhouses and several small maintenance -related
facilities. The purpose of this report is to provide site and engineering data
necessary to obtain a permit to construct an individual septic and disposal system
(ISDS) proposed to serve the Norman West Clubhouse.
Site approval for the Norman West Clubhouse system has been gained from the
State of Colorado Department of Public Health and Environment under the
approval #4538 from June 8, 2001. The groundwater discharge permit and all
supporting documentation have been submitted to the Department of Public Health
to fulfill the criteria of Site Approval. All documents will be made available upon
request.
Description of Facility
The Norman West Clubhouse lies in the western half portion of the Red Sky Ranch
community. A wastewater treatment system consisting of septic tank, dose tank,
biological denitrification units, and absorption system will serve the clubhouse.
A detailed site plan (C9.0) indicates the location of the clubhouse and the
components of the wastewater treatment system.
Wastewater Generation
Daily design flow from the Norman West Clubhouse is defined from the previous
site approval and the groundwater discharge permit at 6000 gpd. Golf course
clubhouses include a dining room, lounge, and showers. The wastewater treatment
system will serve the clubhouse. A separate ISDS will serve the restroom in the
associated starter house.
41C
2
System Design
The criteria used to design the Norman Clubhouse wastewater treatment system is
found on the detail plan sheets C9.0 to C9.5. The total system includes the septic
tank, dose tank, denitrification units, and absorption system. The septic tank
volume is 12,800 gallons and the dose tank volume is 11,250 gallons (dose tank
reserve storage volume is 5000 gallons). The septic tank was designed with a
retention time of (51) hours that meets the Eagle County Land Use Regulations for
Individual Sewage Disposal Systems required (30) hours. There will be three
denitrification units to serve the wastewater flow from the clubhouse. The
absorption system is divided into two separate areas, each dosed by a Hydromatic
S4P 15 HP pump. The hydraulic analyses of the pumps for both drainfield systems
are located on C9.5.
The septic tank and dose tank are cast in place concrete structures. Details for the
tank construction are found on C9.1. Placement of the septic tank (close to the golf
course, clubhouse, and cart path) necessitates venting to reduce potential odor. The
Fantech FR100 centrifugal in -line duct fan installs in the dose tank above the
pumps and its associated 4- inch schedule 40 PVC vent line lies in the common
trench under Red Sky Road at Station 55+00. The vent line joins the common vent
line from the denitrification units to discharge in absorption system lateral #3.
Three denitrification units provide the treatment necessary for the clubhouse
wastewater design flow. Three pumps dose each of the denitrification units from
the dose tank through 3-inch schedule 40 PVC. Three smaller pumps and (3) 3
inch dose lines reduce price and expand reliability over using one engineered pump
to the three denitrification units. In the event of a pump failure, two pumps
continue to dose. A 6-inch schedule 40 PVC effluent line returns the treated
wastewater from the units to the septic tank. The denitrification units will be
vented to a common 4-inch schedule 40 vent line discharging into absorption
system lateral #3. Electrical lines to the Fantech FR100 centrifugal in -line duct fans
lies in the 2-inch conduit that runs in the common trench. Details for the
construction of the denitrification units are located on plan sheet C9.2.
The (2) 6- inch C-900 forcemain to absorption systems, (3) 3-inch Schedule 40
PVC dose lines to the denitrification units, (1) 6-inch return effluent line from the
denitrification units to the septic tank, (1) 4- inch Schedule 40 PVC vent line, and
the 2 inch conduit will lie in a common trench running under Red Sky Road at
Station 55+00. The common trench provides for all lines to slope to drain and the
cover over the trench varies from 4 feet (upper part of road) to 7 feet (lower part of
road). The common trench details and profile are listed on plan sheet C9.3.
F L U I D Y N E
Scientists - Engineers - Inventors
Absorption trenches will be constructed with 36" wide infiltrator chambers.
Laterals are 39 chambers long (24375 feet). The distribution system consists of 3-
inch schedule 40 PVC for the first 193.75 feet, then switches to 2-inch schedule 40
PVC for the last 50 feet. Absorpfioti system details are found on sheet C9.4.
The hydraulic analysis shows the system will discharge —345 gal/min using the
Hydromatic S4P 15 HP pumps with 9.5" Impellers. Discharge variation across the
entire piping network will be 8.63% for the upper drainfield and 9.25% for the
lower drainfield. At design flow, the system will discharge 3000 gallons every
dose, resulting in an application rate of 0.82 gallons per ft2 per day. Pump and
system curves and the resulting absorption system pressures are found on the plan
sheet C9.5.
Control panels for the denitrification dose pumps and the drainfield dose pumps
will be equipped with audible and visual high water alarm, low water alarm, pump
fuse disconnect, phase failure protection, seal failure protection, elapsed time
meter, event counter, cycle counter, and manual override switch.
Summary
The Norman West Clubhouse wastewater treatment system details are defined on
the associated plan sheets (C9.0- C9.5). Sheet C9.0 provides pertinent site
information such as layout of the proposed ISDS, topography, separation distances
from property boundaries, roads, etc. Sheet C9.1 indicates the construction details
of the septic and dose tanks. Sheet C9.2 shows details of the denitrification units.
Sheet CM) describes the construction details of the common trench and piping
network. Sheet C9.4 describes the construction specifications of the absorption
systems. C9.5 shows the hydraulic analysis for the dose pumps for the pressure
distribution absorpkon system.
F L U I D Y N E
Scientists - Engineers - Inventors
r �..fv...l I - 1-1 1 1 11 Y-J f %-U iI II.J..J ZI IJS.J--3 - U.L NUt_G - U P UMI'1 L VJVJCZ-UC-N1 11'
'FCOLORAD-0
STATE
Bill Owens, Governor
jane E. Norton, Executive Director _- - q*
Dedicated to pmtecNng and Improving the health apd environment of the people of Colorado
4300 Cherry Creek Or. S.
Denver, Colorado 80246-1530
Phone (303) 69M000
TDD Linc (303) 691-7700
Located In Glendale, Colorado
httPzr vWw-cdphe.state.co.us
)ulne $, 2001
Laboratory and Radiatlon 5eivicas bivlsion
8100 Lowry Blvd.
Denver, Colorado 80230-6926
(303) 692,3090
Of Public Flealt h
and FAVIMMInent
11ollaud Creek Mettopolitan District/Red Sky Ranch Metropolitan District RECEIVED
C/o Jarnie Papas
Vasil Resorts Development Coxztpatiy
137 Benchmark Road
P.O. Box 959 JUN 2 n 2001
Avon, CO 81620-0959
Ret Site Application # 4598 EAGLE COUNTY
- lra$le. Cottnt..y. - . . -
COMMUNITY b> i/EI:Q MENT _
Dear Mr, Papas:
The Water Quality Control Division has reviewed aud evaluated your site application and sgpporting documentation for
construction of three ISDS type wastewater treatment facilities to be loeafed itt die E'% of Section 21 and the W A of Section
22, T48, R83'W, to wive the W}�t lubhouse, the But Clubhouse, and a 27-residetarc cluster all within Red Sky Ranch, and
to discharge via soil absorption. I 5!'7q 0,) 1 �- A 10-7 - 01
Prior to the operation of any of the three facilities, a discharge permit will be required which will specify the final
conditions and limitations of the operations of these facilities, Enclosed is an application for the permit,
We fiend your application to be in confoinmce vt*h the Water Quality Control Commzissiods "Regulations for the Site
Application Process". Therefore, the site application is approved with the following conditions listed below.
1. Based upon application information, each clubhouse system design will be flax-
Average Daily 14o'w Capacity -- 4,000 god
Peak ]daily Plow Capacity - 6,000 Spd
Based upon application information, the 27-residence cluster system design will be for;
Average wily plow Capacity - 5,832 gpd
Peak Daily F1ovy:Capacity - 8,775 god
Treatment Frocdsses to be used - Scpllic tacks, recirculating t wks, recisoulatilug gravel filters, and soil
absorption fields. Clubhouse systems shall also include grease traps.
2. Prelfi unary Effluent Parameter Values -
Nitrate 4- Nittit© (da N) -10 me (daily maximum)
4 Total Coliform -1.0 orgauisma/100 rnl average of all samples taken within a year (ivlenrtbr=a Filter
5 ,�, Technique) ar
Total Coliform - 2.2 orgauisros/100 ml average of all samples taken within a year (Multiple-Tabe
yf` Fermentation Tcohnique)
Sulfate - 250 mg/l (30-day avexago)
p\`y Chloride - 250 mg/1(30-day average)
Design for values in exeess of those co ttain.ed in. conditions 1 and 2 above, or failure to co nply with any other conditions
contained herein, will render this approval void and another site application will have to be processed.
T . -1 t-.I^ T - .^A 1
G-M:VQ0 I-71 10.7r9 1111=1 hll`II IUJ 7 IJK7=•Ul V4VI7r— -ID b UPI"I bI Wd—Ind-NI Ii
lioll'aad Oreek Ivtetropolitan DigtricAad Sky Ranch Metropolitan District
c/o Jamie Papas
Vali Resorts Development Company_ - _ _ _ _
J•ttm0T, 2001
page 2 of 2
("31 This site approval will e4iae Otte year from the date of this letter if the construction of each of the three
systems has not co:eapxt wed by that date. If expikation occurs, you must apply for a new site approval for
any syst©m(s) for which construction bas not commenced. ConstMWOtr is defined as entering Hato a
contract for the erection or physical placement of mat'arials, equipment, pipibg, earthwork, or buildings
which are to be a palm of a domestic wastewater treatment wourlrs-
V The design (construction plazas and specifications) for the treatakent works must be approved by the
Division prior to commencement of constawtion and all conuation charge orders initiating variances
from the approved plans and specifications must be approved by the Division.
(5� The applicant's registered engineer must f push a statement prior to the wemeRtBLQW=M
stating that the facilities were constructed in conformance with approved plans, specifications, and change
orders.
Soil absorption field at each site shall be of an area no less thm► the area resulting from the calcttlat(o» of
peak daily flow multiplied by the square root of the mate at that site divided by five.
AU.,systms .shad meet.sll applic bla setbackclists r3r the Cxttideliaes Du? dividpal Sewag isposal -
Systems.
This approval also acknowledges the applicant's inteut to ccustruet three additional cloister systems serving
L four, sax, and sevim residential units respectively. Each of these systems shall have a design capacity to
treat less thin 3,000 gpd peals daily flow, If the design capacity of any of these systems exceeds that value,
site approval will be required.
In accordance wiith Colorado Water Quality Control Commission regr lutiorts, this approval its subject to appeal as stated
under Section 22.8 (7) of "Regulations for the Site Application Process".
This approval does not relieve the owner f um compliance with all local regulations prior to construction nor from
responsibility for proper etigitteering, construction, and cperatlon of the facility.
Sinceroiy,
d. David Ho
Director
Water Quality Control Division
JDH.,tlb
cc: Eagle Cmmty Health Department — Attu. lay Merry
Northwest Colorado Coutacil of Covemrimems — Aft. Robert Ray
Fluidytxe — Atrn. Thomas Kallenbaclr, F.E.
Robertson & Marchetti, Holland Creek & Red Sky Ranch Metropolitan Districts Administrator
Thomas Been, Environmental Protection Specialist, WQCD
Jim C,1a-abrilo, District Engineer, WQCD
Susan Nachtrieb, Permits V"nit Manager, WQCD
Sill McKee, Upper Colorado Watershed Coordutator, WQCD
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INDIVIDUAL SEW AGE DISPOSAL SYSTEM PERNHT ;
EAGLE COUNTY ENVIRONWE TAL HE,ALT I DIVISION
P_0. Lox 179.500 Broad=y • Eagle, CO 81631
Te (ep cane: (91 O ) 323-8755
COPY OF PERA-iITItF-i=T3E PC:lSTELi AT ATTALL.4'T1ON SITE PEPJvM M— 2179-02 BP NO.14112
O iN, T-R. VAiL R1 )RTS DCYELOPMENT COMPANY _ _ PRONE: 970-84 -2525 -
MAIL[Wi ADDRESS: P Ct ROX 9i4 AVON. CO 81623 -
A"UCANT: Tf 3t3*.IAS J. K.ALLE"ACtt FLUIDYNE 142FERING PAONF` 406-536-2284
SYM, TM LOCATI(W 10A RE0 5KY RD.,WOLCOTi, C01, k N GrA-F CC-K!RSE LLt� tIOLNF TAX PARCEL NO- 1941-221a^')16
UCEh[SED I NSiALLER: V:A[L R1=StNRTS DEVELOPMENT JAMIE PAPPAS UCIU .SEW 4 -02
DESIGN E€ I INEM FLUTDY'NE E2NGIINEER NAG Tt •{AS K ALLE.N C H PHONEINQ 443&586-2239
INSTALLATION a-REt1Y GRANTED FOR THE FOLLOWING- AILNI?tlUM REO IRni- WETS Ft?Ii -ttl± NOtL�7AN Gt}LF COtiEiSE �4 )�t1t)t'SE
12,900 GALLON SEPTIC TANK, If 250 GALLONpOSp,rg T� K A14D 3 D-'MITE TANTS. ANC? t2(l�XN S -;ARF FFt=T 0 AttSDttFTiR€ ARHA C=RM- Y
V IA 390 PRES-SUaF 00SED STANDARD INFILTRATOR UNTI.°, AS PF-Kn G e 's . :41rN.
SI'! CIVIL NSTRL1CT14NS fNSTAt L I J Y A S DEPt�''i -D ON FLUDYNE E 1WERING'S C-SIGN SICE ED E",ND 2 [i3�r'S� THE Et�C,t ti`EER [S
RFSPt- NfiIR1 E FiJR TtIF FiNA,E 1'NSPECTtON OFIFE Si'STE-.7 THE ENG NEER'S FINAL CERPFIC'ATION MIST BE SEND TO TH:iYATE OF COLORADO
L4`..AXER f,)QALtTY CONTROL, DIVISION .A5 WnL. AS FAGLE G:41j1+:TY 1 NVItti i "TAL HFALTH T1�1E BrftDT%r ("IF -FANCY
WILL L NOTRE ISSUED CII+TtL Tll>L SEPTIC S ' [ 11f S)3 r C'f£Y} A, t'tltt)V I D. -
ENVIRCINI ENTAt-HCALTIiAFP11QVAL: DATE: MAY 10.241102
C'G"�Di17l�NS_
I. ALL INSTALLATIONS MUST t;�Lb>3.Ly +h,rni QU FA gXjAL St W AGr 1`i ,tPOSAL SYSTEM UWATM5.
AI3[�'rLD FL'RSUANT Ttl Ai37`110NtIt'Y CiRA.*iTi� LEI 33-lIl-N�, 1��lS A'+i=t+ii7E�_
1. THIS PEnUT IS VALID ONLY FOR COIN ` CP.U--N TQ 5TRUCTUILtS ttgneH t to 6S fi: LLy CO MJE D %TM COtNTY 70KIITANG AKD RUILfW-
RKILIN'.EME.NCTS Ct +T ECiIt To, c � usF wrr�# ANY bwF [R SiRL CTINi ? 7 .rPitrlr� o BY YEtE Zb ri7G A [31J1t DING [fAR T iEI��TS SHALL
AttT(IMAT€CALL Y EE A VIOLAMON OF A REQUIRElvti; xy of TaE FLb mrr AND WILL SUALT RJ IIOTN LEGAL ACI"AND REVOUMN OF Tup W RMIT
3 CLATTER IV. Sf-�CnON 4-063.29 REEQUMES ANY FERSLW VAJU COIrS-rFjCtS, ALTERS OTC DWALL S AN r" VIDUAL 5EWACtE DISPOSAL ATr.M TO
LIE LICtmse ?.
FINAL APPROVAL 017 SYSTrM (TO DE CONIPLE=- DY INSPECTORt
:L(p SL'STEEJsriaY.:L.Bs [+F><4YFD TE3 BEY CtrktFUk* �;TTIt TILE Err�I.EC[3U;v71'ti��i�'Y[tt'AL SEv►'�►GE dI.SPtL4At.53'S'fE�r! R1rCt.�..AQ7"�s l'NTtt i'tiB
SVST'FM [S 1PPROV ED TRIOR TO COWRING ANY P4)w ti*,f OF TIIE SYSTEM.
INSTALLED ABSOR111ON OR DISPERSAL AREA: SQUARE FEET (VIA )
rt
WSTAL[ FD TAtiti GALLONS IS LfTC-ATED DEGREES AND [GET INCFE)v4
FROM _
INSTALLED TA.) K: GALLONS t5 LOCATE-D DEGREES AND -EET INCHESFR€ M - - —
C;OLvL'v V,NTS:
ANY ITEM NOT MUTING REQUIRFA NTS WILL BE UORRECTED BEFORE FTLVAL APPROVAL CW 5YNTEM Y-91MADE_ AkR-4NG A ttE-VM1K-CTI0%i W*it%i WORK I5
CO%I PLETE.R-
ENIIRO\' fN CAL i[FALTII APfftOVAL DATE
C9, 0
C9, /
C9,2
C9, 2�?
C9, -4
C9. 5
NOf�MAN GOLF
WA5Tt WAlT,,.., I�
f�L�1N51/NC�UI��;
s,�,,pr�c raNK r7P:fai1,s
-4-40 NITPIFICAVOIv LINIr
FOP, Ct�MA/N PIP� 1,A YOUR"
SPt�CIFlCA
r trrAlI,S
rjO/\/ ANt,-?- t��fAff,S
COUI�S�
RECEIVED
JUN 18 1002
ENVIRONMENTAL
HEAETHDEPARTMENT
TH15 5�f OF pLAN5 AN125p�CIFICA11ON5 NAB MN p�pAl�t? p01? TH� 5ING1,LAp pUW05F, OF MpIC1INC,
M61MFINCA MTAIL5 FOp A C.U5VEP 5MY ANn 1?IT05& 5Y5TM FOP, PTP %y MCH�5 NOPWAN
6W COUp5� CLUPHOU5�. OTH�1P, A5nCT5 Of a PkOICT pF,5MT2 VTIN NAVE [t N PPTP T?
UNM fH� 1T5p0N511U CHM6. OF 011- 5.
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p� 05101\15: P1� v1-5tV 13Y.•
FIF5f 1551: 0-25-2002
FINAL PUBLIC IMPROVEMENT DRAWINGS FOR RED SKY RANCH
ARE ACCEPTED BY THE EAGLE COUNTY ENGINEER AND
THE EAGLE COUNTY- BOARD OF COUNTY COMMISSIONERS.
EAGLE COUNTY ENGINEER DATE
CHAIRMAN, BOARD OF COUNTY COMMISSIONERS DATE
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LEGEND .: I
##
�\ SOIL PIT PERCOLATION TEST
PROPOSED WATERMAIN FITTING
SLL
WATER SUPPLY SYSTEM
i
PROPOSED TELEPHONE HANDHOLE ® s t
/I I t
({ F g 1
PROPOSED LARGE ELECTRIC VAULT UM1-35L EV PROPOSED ELECTRIC SERVICE STUB ■
_ - - - - - E iE �- EE EE EE EE EE EEEE
PROPOSED SMALL ELECTRIC VAULT UM
EXISTING OVERHEAD ELECTRIC i t
c
PROPOSED ELECTRIC TRANSFORMER UM1-13S n PROPOSED BURIED ELECTRIC MAIN PE P£ PE PE PE PE PE rE
r ED r F
- - _ © PROPOSED JOINT TRENCH - _ PJT — PJT — PJT — PJT — PJT — PJT -- PJT PJT �O O R E C. / S -
PROPOSED ELECTRIC SWITCHGEAR UMl-35
PROPOSE) TELEPHONE FIBER OPTIC "' — "° "' — "° "' "° "' "° o J t �.
---
EXISTING TELEPHONE PEDESTAL PROPOSED GAS REGULATOR STATION
AREA OF DETAIL PROPOSED TELEPHONE DLC PROPOSE) 2' GAS SERVICE STUB ~ 33633
PROPOSE) 4' GAS LINE
11
20 0 40 80 120 160 PROPOSED CENTURYfEL TELEPHONE VAULT �'o�
40 PROPOSED VA TELEPHONE VAULT VA PROPOSE) 6* GAS SERVICE �` "`�` �` �E t� �c w FSS/ONAL ECG\
! — � SCALE 1'= 40' CONTOUR INTERVAL: 2 FEET
CONCRETE STRUCTURES:
1. CONCRETE SPECIFICATION:
STRENGTH. 4000 psi AT 28 DAYS
AGGREGATE: 3/4' MAXIMUM SIZE
CEMENT. TYPE it SULFIDE RESISTANT -
540 Ibs / cu yds
SLUMP: 3" MAXIMUM SLUMP
AIR ENTRAINMENT: 50% TO 7%
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. ACCEPTABLE SEALS ARE Z-LOCK, LINKSEAL
OR KOR-N-SEAL
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. CONCRETE DISPLAYING 'HONEYCOMB" FINISH
WILL BE REJECTED AND REPLACED AT CONTRACTORS EXPENSE
6. SUBGRADE AND CRUSHED ROCK TO BE INDIVIDUALLY COMPACTED TO
MINIMUM OF 95% MAXIMUM DRY DENSITY PER ASTM D698, DETERMINED
BY STANDARD PROCTOR METHOD
7. CONTRACTORS SHALL PREPARE ALL BEARING SURFACES TO A TRUE
AND LEVEL LINE PRIOR TO ERECTION.
8. NO CONTRACTOR, SUBCONTRACTOR OR ANY OF HIS EMPLOYEES SHALL
ARBITRARILY CUT, DRILL PUNCH, OR OTHERWISE TAMPER WITH THE
CONCRETE STRUCTURES.
9, SUBGRADE ELEVATION NOT TO VARY BY MORE THAN 1/2' AT ANY
LOCATION. '
10. DO NOT INSTALL WITH TANKS ON FROZEN SOIL
DO NOT BACKFILL WITH FROZEN SOIL.
11. CONTRACTOR TO INSULATE PIPING THAT DOES NOT DRAIN BELOW FROST
PENETRATION DEPTH.
12. SEALANT FOR JOINTS BETWEEN SECTIONS SHALL BE FLEXIBLE BUTYL
RESIN SEALANT CONFORMING TO FEDERAL SPECIFICATION SS-S-210A
AND AASHTO M-198-8.
i
1" MINUS CRUSHED ROCK SPECIFICATION
SIEVE SIZE
% PASSING
t"
-100
3/4'
75 - 100
NO. 4
25 - 45
NO. 200
1 - 10
SEPTIC TANK NOTES-
1. WALLS AS SHOWN ARE 6" THICK. AT CONTRACTORS OPTION,
WALLS MAY BE 8' THICK WITH THE FOLLOWING MODIFICATIONS:
1) INTERIOR DIMENSIONS AND ELEVATIONS TO REMAIN THE SAME
2) VERTICAL WALL REINFORCEMENTS CHANGES TO #4 @ 10' O.C.
INSTEAD OF #5 0 10' O.C., HORIZONTAL REMAINS THE SAME
3) CLEARANCE TO STEEL ON OUTSIDE FACE CHANGES TO 3'
INSTEAD OF 2'.
2. ALL HORIZONTAL REINFORCING BARS SHALL BE CONTINUOUS
AROUND EXTERIOR WALL CORNERS. LAP HORIZONTAL BARS A
MINIMUM OF 18". ALL HORIZONTAL BAR LAPS SHALL BE LOCATED
AT LEAST 2'-0" AWAY FROM THE EXTERIOR WALL CORNERS,
MEASURED ALONG THE INSIDE FACE OF THE TANK.
3. ALL VALVE PVC PIPE, FITTINGS, AND VALVES INSIDE THE TANK SHALL BE
SCH 80 UNLESS OTHERWISE SPECIFIED.
4 ELECTRICAL: CONTRACTOR TO INSURE VOLTAGE DROP AT PUMP DOES NOT
EXCEED 2% OF FACEPLATE VOLTAGE
i
CLEAN OUT
1 DETAIL
C311 SCALE: 1 /7'=1'
--
I I
.-----i { -_ - -----
-
18 -6 c 24'-0'
44'-0'
qa
CV
m
FROSTPROOF LID iFCO 773
FRAME AND COVER OR
EQUIVALENT. COVER SHALLBE
ELEV.7855.00
ELEV. 7855.00
a
BOLTED DOWN AND HAVE TWO 1"
PICK HOLES. (TYP)
-
X.u'
. a
36' X 96' I.Q. PRECAST
OR POURED IN PLACE RISER
-
2' THICK EXTRUDED CLOSED CELL,
_ SUBGRADE INSULATION
M
"
WATERTIGHT SEAL BETWEEN
a
-
.:
' TOP OF TANK ELEV.
i
8' OUTLET
2" THICK EXTRUDED CLOSED CELL ,
SUBGRADE INSULATION
REBAR
- #4 @ 10" O.C. - LONG DIMENSION
- #5 @ 5' O.C. - SHORT DIMENSION
'
7551.8LE
d
-
PRECAST CONCRETE RISER
- -
6"0 SCH 40 PVC P-TRAP.
RETURN LINE FROM D NITE UNITS
;
_
a
8"IA SEWER LINE FROM
p
aR
$
N
th
`�
-
J3
I A
4 DIA SCH 40 PVC VENTILATION LINE
I
OUSE.
2" SCH 80 UNION INVERT ELEVATION: 7850.13
INVEIT ELEV. 7850.00
�
I
ATTACH PIPES TO
- -V - - - -
RISER WALL
2" SCH 80 PVC TOTAL VOLUME 11250 gal d o
f
3" SCH 4o P!�
i
EVE VOLUME 5000 gal _ - d
-
I
D-NITE DOSE LyE
Z-LOCK BOOT � VOLUME 3000 gal
INVERT OUT 7I .5
IN
I
OR EQUIVALENT
3 X 2 REDUCER HORIZ. #4 REBAR @ 12' D.C.
'
I�=
r�
"
6 D C-900
(TYP INSIDE WALLS) VOLUME 12,$00 gal
PVC FORCEMAII
INVERT OUT 7�47.83'
I
ABS FLOAT _
SWITCHES HWA
rn
i
(TYP) _ a
REDUCERMJ X �J
m �
FASTEN TO 1' c °O _ w w
`a
i
tX3N1A0t_ PANELS
SCH 40 PVC N
TO BE LOCATEDBY OWNER PULL-TRUDED PAIL SYSTEM
SUPPORT o VERT. #4 REBAR ® 10' OZ.
; f�
NIGH WATER (CONTRACTOR TD SUPPLY AND
i
(TYP INSIDE WALLS) VERT. #5 REBAR ®10' 0_C.10
o
ALARM LIGHT INSTALL COMPLETE)
I
z w (TYP OUTSIDE WALLS)
E f
I
4"0 DUCTILE RON CLASS 150
HORIZ. 4 REBAR C� 12 O.C.
OFF M #
PANEL 1
.•
6' V
a P C WATERSTOP (TYP OUTSIDE WALLS)
HYDROMATIC 54?
REDUNDANT OFF (TYP ALL JOINTS)
208V 30.
UPPER DRAINFIE1D 9.5'
.: : 4.: - .. d : < < , d
'd
IMPELLER 151
•
a e e
D-NITE PUMPS -
00
PANEL 2 PANEL 3 PANEL 4 PANEL 5 LOWER DRAIIw`1ED 9.5'
IMPELLER 15 HP.
TIMER ACTIVATI
HORIZ #5 REBAR ®10' EACH WAY
6" 24' t
�\ \ 6
D-NITE DOSE PUMPS (3)
\ \\i. i\ i
HYDROMATIC SPD 100H 2O8V
_
SINGLE 0. PIWS TO RUN ON
TIMER 2 MIN CN 8 MIN OFF_
ELEV. 7840.33
'co
-46-
I
2 PVC CONDUIT. TYP 4 a
(TYP) O 6 4
La" 2' CLEARANCE TO STEEL
{ i
-
PANEL 1 HYRDOMATIC DUPLEX Q CONTROL PANEL FOR (2) 15 HP PUMPS WITH SUBGRADE PREPARATION
HIGH WATER ALARM, FLASHING ALARM LIGHT AND HORN, LAG PUMP 2 DETAIL 2' CLEARANCE TO STEEL
START/NIGH WATER, PUMP FAILURE/START LAG PUMP, LOW
WATER/REDUNDANT OFF, PUMP FUSED DISCONNECT, SWING DEAD FRONT C311 SCALE: 1/ 2 =1
!Q
INNER DOOR, ELAPSED TIME METER, MANUAL RESET HEAT SENSOR, c
PVC WATERSTOP. I k
LIGHTNING SUPPRESSOR, PHASE FAILURE PROTECTION, LEAD PUMP 6 - o --
e a- SEC
SELECTOR SWITCH. -SEAL FAILURE, CYCLE TIMER -
a o
PANEL 2,3 AND 4 HYRDOMATIC SIMPLEX 'Q" CONTROL PANEL FOR 1 HP PUMP WITH CONTROL a ° �A . K44 sr
TIMER, LOW WATER/TIMER ACTIVATION ELAPSED TIME METER, CYCLE •
COUNTER a 1' MIN CRUSHED ROCK =
B DETAIL Q `� p DETAIL
e d SEE NOTE 6. Q p 6 33633
PANEL 5 BLOWER CONTROL PANEL., 4 HOA SWITCHES, ONE FOR EACH BLOWER C3.2 SCALE: 3/4"-1'\/\/\/ C3.2 SCALE: 3/4"=1'
COMPACTED SUBGRADE \� \� �\ D
�FSS SEE NOTE 7.
3' CLEARANCE TO STEEL ao\\\�\\� /DNAL E
in
i
i
'I1Ac
i
- A
B
f
f
F
I
I
f
BACKSLOPE AS SPECIFIED TO CONFOR
TO OSHA REGULATIONS.
VERTICAL TRENCH WALLS TO CONFORM TO
OSHA REGULA11ONS
;
f PROVIDE 2" MIN. OF BEDDING SEPARATION
I—+
I
€ BETWEEN PIPES
f
I I I1!
I=III;
2" CONDUIT FROM SEPTIC TANK TO
D—NITS UNITS
I I1=(
4" DIA. SCH 40 PVC VENTILATION LINE TO
DRAINFIELD
I
(3) 3" SCH 40 PVC FORCEMAIN TO
D-NITE UNITS
D&
(2) 6 DIA. C-900 PVC FORCEMAIN TO
I DRAINFIELDS
<
fi S 40 V T
TYPE A BA
K
o �/\ G FILL UNDER ROADWAYS AND
v z/\��/\� \ OTHER TRAVELED AREAS PLACED IN 8"
¢ ����� MAX LIFTS & COMPACTED TO 95%
DENSITY ACCORDING TO AASHTO T-99
W�
z TYPE B BACKFILL UNDER GOLF COURSE
AREAS PLACED IN 8" MAX LIFTS &
o a COMPACTED TO 90% DENSITY ACCORDING
a TO AASHTO T-99
J
a TYPE C BACKFILL UNDER "NATURAL"
AREAS PLACED IN 12" MAX LIFTS &
COMPACTED TO PRECONSTRUCTION
DENSITY. MOUND ANY ADDITIONAL
MATERIAL OVER TOP OF TRENCH
I11�1 I IYI 11-1(1=1(111 I I
(� I. � , I I I(.. I I (-III-----� � ►---
s z
GH P C EFFLUEN RETURN LINE
SLOPE TO DRAIN FROM D-NITE UNITS TO g
SEPTIC TANK INVERT
f
COMBINED TRENCH DETAIL
PIPE BEDDING
GRAVEL SPECIFICATION
SIEVE SIZE
% PASSING
1"
100
3/4"
75 - 100
NO. 4
25 - 45
NO. 200
1 - 10
TYPE 2 PIPE BEDDING REQUIRED FOR
SOFT OR UNSTABLE FOUNDATION TYPE 2
PIPE BEDDING REQUIRES GEOTEXTILE
FABRIC BETWEEN TRENCH SIDEWALL &
IMPORTED BEDDING. MATERIAL PLACED IN
6" MAX LIFTS & COMPACTED TO 95%
DENSITY ACCORDING TO AASHTO T-99.
DEPTH VARIES BUT MUST EXTEND TO
SUITABLE BASE MATERIAL
/
Y
/
45' ELBOWS
RESTRAINT
F G
!
/ !fE
4!X REDUCER WIT
f JpIN RESTRAINT /
� 5' FITTING
t j f -
till
f' I - , ` f •f /^/ ` 1 f / i. . ,::.ar .v_:i .v ,m„+e_.:{ -„
t Cc
r/ / r
ram`` r
1
t 4 X 6 EDUCER
JOINT ESTRAINT r /
i 22.5' FI NG �, ,1` / '. /' f//' , >
t 11.25' ING/� j
!
I - i 11 5' FITTIN
1 i 1
t f
i1
ABS P FlEl
t f
W� }
i ! � " m �S � T C9
t 0l! A 4 3 I
t rnM �
Al
i i
1 1 F
t
BEN •'
n
� N
it
� >I N N t
q
(2) ("0 FOR EMAIN 0 DRAI FIELD ¢ !
1
00
b
) E a ". SC 40 PV VENTti TION L NE FRO
00 9 D—NI UNITS 0 LA AL
0 ��� I ,
4 00
i O � tts Qo
n 45' LBOW JOI fi f
RESTAINT ` I
FF
{ WA RU E OSSI G QF, �Q� u RIM LEV. 7 93.00
OI i
1NVE T OUT LEV. 7 82.67 I k I
4' �NIM M ER
1 UN R AD ITC w N I
3
i RIM ELEV. 7 93.00 E
INVE T OUT ELEV. 7 2.67
y I' j
> C AN O T l
i Irn
' N3 D—NI 440 RIM EV. 789 00
I (FICA ON UNI S INVER OUT ELE� 7882. 7
SE SHEE C9.2
R ST NW WI JOIN
°�►r ?*
nv
OTLL
RUST OCKS MECHANICAL INT j
\� RSTRAIN SHALL E PROVIDED 0 ALL Fl IINGS I 4
ON C-900 ORCEMA�NS. UST BL CKS S� ALL
HA A MIN UM BE ING SU�FACE 3 s . fE
UNDTURBED EARTH. q
\ 4' � 5 J K444u.
F
33633
20 10 0 20 40 60 80
SCALE 1 = 20 CONTOUR INTERVAL: 2 FEET Ss/0ALLNG
6'0 C-900 P
OM DOSE I
TOP VIEW OF WAt�
3'0 SCH 40 PVC tATERAL--\
j•� f I
1 `y
L REDUCING COUPLER I
4'. TO 3'0 SCH 40 PVC
40 SCH 40 PVC ELBOW j
-4'0 SCH 40 PVC MANIFOLD
P VIM OF N A� QI AND LA/AI
OF
1
i
t
20 10 0
SCALE 17= 2
I
3'
INSPECTION PORT TWO
PER LATERAL (TYP)
TOR
TRENCH)
NOTES:
1. SCARIFY TRENCH BO T 1 um AND ODE WALLS `v�9 n HAND RAKE.
2. TO AVOID DAMAGE TO NATURAL SOIL STRUCTJRE, PERSONNEL
OR MACHINERY SHALL NOT BE ALLOWED ON INFILTRATIVE
SURFACE OF DRAINFIELD TRENCH
col 7n9450'
VARIES -AS REQUIRED TO MANTAIN ELEVATION
3t If'Tit P i;C
AL
i
C IF
r
r
G
i
■.
THREADED CAP APPROX. 1' BELOW
#4 REBAR SURFACE TO BE MARKED WITH A PIECE
OF #4 REBAR, FOR LOCATION W/
METAL DETECTOR, (REBAR IS APPROX.
6'0 CIRCULAR VALVE BOX (ORBIT PART 2' BELOW FINISHED GRADE).
NO. 53021 OR EQUIVALENT) OVER 1
FLUSHING VALVE. USE PVC 6"0 PIPE TO
EXTEND VALVE BOX FLUSH NITri
FINISHES D �- 2' SCH 40 THREADED CAP '
2' SCH 40 THREADED UNION
-- 2' SCH 40 PVC TEE. 2' SCH 40 45' BEND
I
' r
LAST ORIFICE POINTED DOWN (6:00). SEE NOTE 2.
i
2' SCH 40 PVC BALL VALVE
T uo6'0 PV., iL_ F11",cJcn ION P,uART
CLOSED DURING NORMAL
A1
w/ CIRCULAR X FLUSH WITH �� OPERATION. SEE NOTE 6.
FINISHED GRADE - ONE PER LATERAL. l
- INSTALL STANDARD INFILTRATOR
END PLATE. BORE 2' HOLE TO
ALLOW PASSAGE OF FLUSHING LINE.
I
f � n 2"0 SCH 40 PVC SLOTTED FLUSHING
\ LINE. SLOTS TO BE CUT 3/16'- WIDE & i
cBY 4" O.C. ON BOTTOM.
IF
LATERAL�� SPLASH PLATE UNDER
LAST ORIFICE. SEE NOTE 2.
DO NOT CAP END.
STANDARD INFILTRATOR I
CHAMBER. I
{
I:
TYPICAL LINKA PLATE OREPE � a
PLACED IINSIRC crju 80 PVC t IAi7liAi ■ f'
II JiUL JlJtt tJU UIViVi7 L/l
N BTHICKN SS ■ LI
I
m c
NLu
i m
RIFICE DRILLED ACCORDING TO
UNION PLATE ORIFICE DRILLING SCHEDULE
WE
FORCEMAIN UPPER�9 : APPROXIMATELY ;', OF 6'0 C-uu PVC PIPE. SLOPE TO DRAIN._
FORCEMAIN LOWER: APPROXIMATELY 490', OF 6'0 C-900 PVC PIPE. SLOPE TO DRAIN.
T -i EXCAVATK:"� K D Bnt: !' L l 'NATLWL` AAEA�
MANIFOLD UPPER: 4 0 SCH 40 PVC END MANIFOLD APPROX. 70 IN LENGTH
SCALE: NTS
MANIFOLD LOWER: 4'0 SCH 40 PVC END MANIFOLD APPROX. 40' IN LENGTH I
STEP 1
STEP 2
LATERALS: SEE LATERAL DRILLING SCHEDULE ,
SEPARATE TOPSOIL, SOD AND
LOOSELY PLACE TOPSOIL OVER
TRENCH. REPLACE SOD AND
ORIFICES: 3 16'0 ORIFICES PER LATERAL DRILLED 5-0' O.C., DRILL IN A MANNER
/
PLANTS DURING EXCAVATION.
MAINTAIN SOD
PLANTS UPRIGHT IN THE TOPSOIL
SUCH THAT ALL BURRS ARE REMOVED WITHOUT DAMAGE TO THE ORIFICES.
SEXISTING
SSI
PLANTS AS MUCH AS POSSIBLE.
AFTER CONSiI{UCTION.
NUMBER OF ORIFICES PER LATERAL FOUND IN THE LATERAL DRILLING SCHEIiiiLE11
( >
PLANTS '� a
1.
PVC TO BE JOI":ED w PRIG"ED SOL.�ENT CEMENT :"#ELD JOINTS. PRIMER
MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED.
% r•
y�
. FITTINGS PRIMED w/ COLORLESS PRIMER ',-ILL BE REJECTED BY THE ENGINEER
AND REPLACED AT THE CONTRACTORS EXPENSE.
TOPSOIL
2.
ORIFICES SHALL BE DRILLED ON CROWN OF PIPE (12:00) EXCEPT EVERT` 5TH
'
ORIFICE N-11CH SHALL BE DRILLED AT BOTTOM (6:00) FOR DRAINAGE. INSTALL
SPLASH PLATE BELOW EACH ORIFICE DRILLED ON PIPE BOTTOM.
3.
CGNTRACTGR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE E�vGIlvEER.
4.
TRENCH BOTTOMS ARE TO BE LEVEL
5.
SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE.
6.
1
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.
SLOPE ALL PIPES TO DRAIN.
8.
I
CONTRACTOR SHALL HAVE ADDITIONAL BLANK ORIFICE PLATES AND VARIOUS SIZE DRILL
BITS ON SITE TO ALLOW FOR MODIFICATIONS AS DIRECTED BY ENGINEERS.
9.
FITTINGS SHALL BE USED IN LATERALS LAYOUT TO MAINTAIN A CONSTANT ELEVATION
co
` ELEVATION OF TRENCH
SOTTO.M, ON TA LE 7896.50'
3'01
"urAP�.D IVI
SCALE: 3/4' = 1'
DD
a`f'' TfH DETAL
SCALE: 3/4' = 1'
EXIJCTIAIP
GRADE�ft ``
MOUND NATIVE
Y
BACKFILL TO
COMPENSATE
FAD cr mf,
2'OR3'0
SCH. 40 PVC LATERAL
3'
`SCARIFY TRENCH BOTTOM
LATERAL DFULL
NG 08C. E-
SEGMENT/
LATERAL
NUMBER
TRENCH
BOTTOM
ELEVATION
TOTAL
LENGTH
LENGTH OF
1,3"0 SCH 40
LENGTH OF
2'0 SCH 40
UNION PLATE
ORIFICE
DIAMETER
NUMBER OE
ORIFICES
NU;nBER OF
INFILTRATOR
CHAMBERS
1.
7896.50
243.75'
193.75'
50.00'
N/A
48
39
2.
7894.50
243.75'
193.75'
50.00'
1.8125
48
39
3.
7892.50
243.75'
1 193.75
50.00'
1.5625
48
39
4.
1 7890.50
243.75'
193.75'
50.00'
1.375
1 48
39
5.
7888.50
243.75'
193.75'
50.00r
1.3125
48
39
6.
78 6.501
243.75'
193.75'
S0.00'
N/A
48
39
7.
7884.501243.75'
193.75
50.00'
1.8125
I 48
39
8.
7882.50
243.75'
193.75'
50.00'
1.5625
48
39
9.
7880.50
243.75
193.75'
50.00'
1.43 75
48
39
10.
7878.50
243. 5'
193.75'
50.00'
1.3125
48
39
zl
N
o
4 R EG/
" 33633
�-fOp)
Em
n
r
j
-
1
LOWER DRAINFIELD HYDRAULICS
YLTERAL'ORIFICE
-
DIA
Total
°(in)
Distal End_
y
lii
Ontce # 1
2
34
5
3 0
42
i
43
44
45
j
45 i
478
#-lead_ :Flow__
Head 11 -
11.00
11.00 -�- i f
11 01
1 11.02
_
`
11.96
j
12.03
12.09
12.16
1
12.23 '
12.31
�
12.38
- �--12.47
�
6
3
- _
_f0
Flaw ? 1.44
1.44
1.44
.01
-
1.44
1.44
=-
1.44
1.51
1.51
-d
1
1.51
- --
1.52
1.52
1.53
-
1
-- -
70.571
�--
7
Head 1 .52
1 i].52
10 ;:2
F
# fl.53
1 Q. 3
1 t3.54
11.44
?
1 f . tl
j
11.57
1 1-.63
I
11.70
11.77~
I
_1.53
11.85
3
f 1.33 - }
= f
1.8125
Flow z 1.41 f
_
1.41-
1.41
_�
1.41
1.41
1.41 '
1.47
1._48�-
1.48
1.48
1.49--
'! .-49
1.50
Head _ 't4.43 10.40
--Flow
--1.
x
10.40
# 0.4f
--
10.41
_
-- - -
; # 0.42
-
1 #
# 3
1 # 37
r
11 44
11 50 f f 57
1
1 # 6411.71
_
_ --
f 1.79
$
1.5625
1.4375
1. 4ti
--
Head 10.54
Flow 1.41
40
-
10.54
1.41
_
¥
1. 40
10.54
1.41
I --
1 40
10.55
1.41_
T
1.40
10.55
1.41
1. 40
10.56
= 1.41
1. 46
1 t A7
1.47
1. 47-
11.53
1
;
--1. 47
# 1.59�
`1.48 =
1. 48
11.66
1.49
1.48 =
11.72
1.49
1. 48
11.80
1.49
1.49
1 f .87
1.50
;
f .1 3 `
11.95 4
89.09`
9
10
1.3125
Head 10.20
# #3.2G
# 0.2fl
o.2a
10.21
10.22 i
11.10
_4f3
11.16
11.22
-1 # _2z3
11.35
11.42
11.49
s
_
11.57
^
=
Flew 1.39 1
1.39-
1.39
1.39
1.39
1.39
,,,
1.45
1.45
1.46
1.46
1.47
1.47
1.4$
67.971
F
I
r
Flow'
345 3'g
,Total
pm
LOWER DRAINFIELD
-Length-of force main (ft.)
_
-490.0
Dia. force main (in.)_ - -- - ---
- --
-
5.0
-
Loss in force main (ft.)
_
3.4
Fitting losses (ft.)_
4.0
Loss in discharge assembly (ft.) 1
21.4
Total Losses (ft.) 3
27.E
Elevation (ft_) `
7891
7840.5
50.5
Required head (ft.)
-
78.00
volume forcemain
3
719.7 gal
Volume Manifold
-
26.1'ga1
5x volume laterals _
_
1982.5 gal
minimum dose volume
s
2702.1 gal
Operating Point: � 345 gpm
Lateral # Squirt = 4riice Plates
' 78 feet
6i
3
�11
71
10.52t
1.85
12
_
�-- � �
°!o Difference
8' -
'I oA
1.5825
_
in Flow 1 9.25%1
9----
10.54
1.4375
104
10.2
1.3125
- a
_ 1
r
_ t= 1
11a`a;
■
v Yy •�
p � �
33633
F 'y&/DNRL
Gl
` is 1
UPPER DRAINFIELD
Length of force main (ft.)
f
I
404.01,
Dia. force main (in.) _
7
6
Loss in force main
2.736
Fitting losses (ft.)
4.0
Loss in discharge assembly (ft.)
21.95
.
Total Losses (ft.)
T27.3
Elevation (ff.) 7891 1
7840.51
Required head (ft.)
�50.5
77.8
volume forcemain
593.4gal
f
Volume Manifold
45.7 gal
5x volume laterals
1982.5gal
minimum dose volume #
�-
2575.8 gal
x
Operating Point: 1342 gpm Lateral #
'Squirt Orifice Plates
'78 feet
1
10.71
3
2i
10.27511
1.8125
% Difference
3
10.181
1.5625
in Flow 8.53% i
10.06 !
1_375
I
--44
5
_ _
10.42
1.3125
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. 2192-02 BP NO. 14183
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: RED SKY RANCH NORMAN GOLF COURSE WEST RESTROOM FACILITY TAX PARCEL NO. 1941-222-01-001
LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO. 45-02 PHONE: 970-845-2528
DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 406-586-2289
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE RESTROOM FACILITY
1500 GALLON CONCRETE SEPTIC TANK, 1000 GALLON DOSING TANK, D-NITE UNIT 837 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 27
PRESSURE DOSED INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN DATED MAY 2, 2002.
SPECIAL INSTRUCTIONS: INSTALL EXACTLY AS DEPICTED ON THE ENGINEER'S DESIGN SIGNED AND DATED 5/2/02 BE SURE TO MAINTAIN ALL
APPLICABLE SETBACK REQUIREMENTS. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET
WEATHER. THE ENGINEER IS RESPONSIBLE FOR THE FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL
THE ENGINEER HAS INSPECTED AND APPROVED IT. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE
SEPTICSYSTEM HAS BEEN INSPECTED AND APPROVED.
ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: JUNE 3, 2002
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: 837 SQUARE FEET (VIA 27 PRESSURE DOSED INFILTRATOR UNITSAS PER DESIGN )
INSTALLED CONCRETE SEPTIC TANK: 1500 GALLONS LOCATED 75 DEGREES AND 13 FEET FROM THE NW CORNER OF THE BUILDING.
INSTALLED DOSING TANK: 1000 GALLONS LOCATED 75 DEGREES AND 5 FEET FROM THE 2ND COMPARTMENT OF THE SEPTIC TANK
COMMENTS: ENGINEER'S FINAL CERTIFICATION RECEIVED AN JUNE 23, 2003. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE THE RED
SKY RANCH NORMAN GOLF COURSE RESTROOM ON THE 6TH HOLE.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE TE F E F ROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVA DATE: JULY 31, 2003
LL-[--uuc uD; Z>Z;r I- HUM: ERGLE COUNTY ENV HER 9703288788
T0:914065862335 P:1"1
Incomplete Applications Will NOT Be Accepted.
(Site -Plan MUST be attached)
9 I��CY"W I SDS Permit #1
Building Permit # _JrI1 h~3
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE'S"CO 81631
Eagle (970)328-8755, Fax (970)328-0349, E1 Jebel (970)927-3823
tlt****•k**ityt*sir*7ttIF�IF9t**atlt**it******:*.*#*�t�Ar.#;9t*:Ai.t4.iriFz�k,+k*,�*.*�_,9r�k*k*�E*****,fir**CIF******�ttkk�ir#
FEE SCHEDULE
* APPLICATION FEE $350.00
* THIS FEE INCLUDES THE ISDS PERMIT- TE EVALUATION JPERCOLATION TEST,
* SOIL PROFILE OBSERVATION) AND FINAL INSPECTION
* ADDITIONAL FEES., MAY BE CHARGED. A.. ''INSPECTION,ZS
* PRE -CONSTRUCTION' SITE VISIT OR`'CONSTJLTATION S 'NEEDED CE,S.SARY, OR A
* REINSPECTION FEE $47.00
* . PRE -CONS
MAKE ALL REMITTANCE PAYABLETRUCTION SITE VISIT FEE $85.00
TO: -."EAGLE COUNTY TREASURER^
*.�r**,r*#**.******* SuRE
PROPERTY OWNER:
evelo.ment Com any
MAILING ADDRESS: P.O. Box 9.59 Avon, . C0.8162.0 845-2528
PHONE:
APPLICANT/CONTACT PERSON Thomas J.=.Kalle.nb.ach P. E.
PHONE406)586-2289
LICENSED SYSTEMS CONTRACTOR: Jamie Pappas:
PHONE`,
845-2528
COMPANY/DBA. Vail Resorts, Inca ADDRESS: P-0. Box,959 Avon Co 81620
PERMIT APPLICATION IS FOR: (fi)} NEW IIVSTAL•LATION (}) ALTERATION ( } REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:�JO
Legal Description: Sec.22, T4s, R8W, Red Sky,Ranch Subdivision
Tax Parcel Number: 19 412 21- 0 0 6
Lot Size:
Physical Address: 1.5 Miles S of I-30@ Red Sky Golf Course West Side
BUILDING TYPE: Sk
(Check applic.abl.e category) Road
( ) Residential/Single Family
( ) Residential/Multi-Family* Number of Bedrooms
kX) Commercial/Industrial* Number of Bedrooms
Type
*These systems require design by a Registered Professional Engineer
TYPE OF WATER SUPPLY: (Check applicable category)
( ) Well ( ) S ring ( ) Surface
kX) Public Name f i
APPLICANT SIGNATURE: +
Date: s 7 oL
AMOUNT PAID: 35b RECEIPT
CHECK #: 0 DATE: Q
CASHIER:
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE:800-225-6136
www.eagle-county.com
July 31, 2003
Vail Resorts Development
Attn: Jamie Pappas
P.O. Box 959
Avon, CO 81620
EAGLE COUNTY
RAYMOND P. MERRY, REHS
Director
RE: Final of ISDS Permit #2192-02, Tax Parcel #1941-222-01-001. Property location:
Red Sky Ranch Norman Golf Course West Restroom Facility, 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: Informational Brochure, Final ISDS Permit
cc: files, July 2003 Chrono file
OLD COURTHOUSE. BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX (970) 328-8788
TDD: (970) 328-8797
TOLL FREE: 800-225-8136
www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: June 3, 2002 .
TO: Vail Resorts Development
FROM: Environmental Health Division
Raymond P. Merry, REHS
Director
RE: Issuance of Individual Sewage Disposal System Permit #2192-02. Tax Parcel
#1941-224-02-002. Property Location: Red Sky Rd., Wolcott, CO., Norman Golf
Course West Restroom Facility.
Enclosed is your ISDS Permit #2192-02. Please obtain a field copy of the engineer design
stipulated on the permit from the 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
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
F L U I D Y N E
Scientists Engineers - Inventors
June 23, 2003
Eagle County Environmental Health Department
Ray Merry, Director
500 Broadway
P.O. Box 179
Eagle, CO 81631
Subject: Red Sky Ranch West Norman Restroom Certification of Completion
Dear Ray:
Please accept this letter as confirmation of completion of the components serving the
Red Sky Ranch West Norman Restroom. The individual system is comprised of a 1500
gallon septic tank, a 1000 gallon dosing tank, the Eliminite ® and an absorption 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 to assure the distribution of wastewater through the absorption system (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 Phil ips for homas J Kallenbach, P. E.
Cc: Jamie Pappas
, .- .-. , , 1.. r— ,. .__ - ,— - 1 _ r __ JI VL fli'Y:
'V' A i t. ,Rr7V C p T_ v� V E t_ u R MF..
May 28, 2002
Raylldferry
Eagle County Department of Env11O=ental Health
PO BOX 850 ....
Eagle, CO 81631
�qr i`du. YI�y
As you requested. I am vv_r_ ti-ng this letter to c� th_t th4 tsxro Coif Course Resi�aams
at the 1.lormau Calf Cc�uxse at y Ranch will trot he meted
xIWY• under Tee .loxes Or
Greeils. The drainfields have been ecifically Iodated to be out %O�a under Golf Course
Please call me during the day at 845-2528 if,
more detail. ou would IIke to go over this information in
Vail worts Development �.On1pninv i
�yti�I
Project Manager
VWI Roearta bevalopmer�t rou any • 137 Denehnm:k Road : FPvaC vntco Rvx Y59 a Avon. %aioraeto $I62C�(�Sy • vi
t ill CftD-ZN)O -tax lYlUI M4 _2 ; 1-
Vail • Breckenpidga • ICayst'onao . Beaver Crae.ka Daah '-m'- .
B OP iriflu■ Armpxrnann . R 1 Q0.5 ua.,.,hm ems.
T eT '.4 Q£„ nt,I t L_trc
V A! L R E S C' R T S D E V E L 0 P M E N T C Q M P A N Y
May 29, 2002
Ray llyle y
Eagle County Department ofEv ronmentoa Health
PG BOX 850
Eagle, CO 81631
Dear Mr. Merry
As you requested 1 am writing this letter to confrm the location of the two Golf Course
Restrooms at the Norman Golf Course at Red Sky Ranch. The Restroom on, the west side
of the Norman Golf Course Titled "West Norman Golf Course Restroorn" on the
FluicXn.e Engineering plans dated May 2, 2002 will be located bemreen. tbw.-- � d
the-�T-� The Restroom on the east side of the Norman golf Course Titled "East
Norman Golf +Course Restrooln', on the Fluidyne Engineering plans dated May 2, 2002
will be located between the 12'h Careen and the 13"h Tee.
Please call me during the day at 845-2528 if you would like to go over this Wormatior in
more detail.
Sincerely
Vaill Resea-ts Development Company cc; Bill Kcnnedy
eammule:4pappas
Project Manager
Wiir Rr.so nTr
'Vail Resorts Development Company - W Unchmark Road - Post Office Box 959 - ApoN Colorado 8102D-09; 4 . (970) 845-2535 • fax (970) 845-2555 • v,�w.snaw aom
-- Vail - Bre4eni-ijo - KeyatontP - Beaver C;reei3O - Bachelor Guiah'" - Arrowhead -filed Sky lunch"
Wf=) P17 t 71:;PM Tfl : FAGI F cni INTY FW0 HFAI TH PAGE: 1
F L U 1 D Y N E
Scientists - Engineers - Inventors
May 7, 2002
Ray Merry
500 Broadway
Eagle, CO
81631
Dear Ray:
Included in this submittal are the design plans and design report for the two restroom's
ISDSs on the west side of the Red Sky Ranch of Wolcott, Colorado. These restrooms
are associated with the Norman Golf Course. Plan sheets C10.0 to C10.3 show the
design criteria for the East Norman Golf Course Restroom Wastewater Treatment
System. Plan sheets C11.0 to C11.3 indicate the design parameters of the West
Norman Golf Course Restroom Wastewater Treatment System.
If any questions arise during your review please feel free to call Thomas Kallenbach,
P.E. or myself at Fluidyne, Inc..
Sincerely,
Adie Phillips
Cc: Jamie Pappas
Vui 1d,)i cuuj muir 11f Al rrib M Oa0 GOJO IIUIUY]le -)-)4 KAI lYlLKKI Igun/un
901DIn , I zas� •vlq aor 1 ":6 IV sooZr09ie0
V A I L rR E S Q R T 5 D E V E L O P M E N T C Q-M P A N Y
June 20, 2003
JU$tin Buchauau
Fluidym
25 N. Willson Avc. Suite F
Bozem,m, MT 59715
Fax; 406-5BO-2335
Dear l'ust�.;
,cos you are aware we have completed the uecessaty t%Ut4g requiT=Onts f;v the West
XOrnt = Resta oom located an the Grog Norman Golf Course at Red SIc.V Ranch. i have
completed the testing reguirem=ts as iw . ted'by Fluidnye Xne. The water.Vahtms test
and v0dRoativu of squirt test is disatt93ed below.
1000 =d 11500 Gallon Tank:
A hater tightness test was coaducted over a. 2 da-yperiod from February I7—Trehraaxy 19,
2003. There was tto measurable drop in water level. Thus itWcati ng no measurmble
Ieak iA the STtic-Maso Tani-.
Although this testing was performed in the winter the system was built in the Fall of
2002.
Oa FcbruarY 19, 2003 a squirt test war perro td on this system, Each lateral squirted
approximatly 5 feet above the Mshit assembly.
Please feel free to call me d rh2g the day if Carl provide you with any further
inffirmation.
Thank you,
V0 its Development company
,1A &/L,
Ze Pappas, Project Maaaaw
VAIL NtspnT;
Va11 lia,ada Dua)epmem Comp®y . 1$7 8ewe4maric Rand • 1'oel (HF'ica Ear 9S9 • Avuu, Colorado 81620-0059 • (970) 80-2535 • fur (970) NUMB. wsvw.�rdc tom
— _
v411 • ETA1'ZSisCIPilLvc . KnanlnnA . R-..w.. f".e.,Lw.
VUL&OVID AUIN A;J1 PhA UD DOD ZJJ3 liulUylle +)3 MI RhKKI I0UH/UUU
F L U I D Y N E
Scientists - Engineers - Inveniors
June 23, 2003
Eagle County Environmental Health Department
Ray Merry, Director
500 Broadway .
P.O. box 179
Eagle, CO 31631
Subject: Red Sky Ranch West Norman Restroom Certification of Completion
Dear Ray:
_ - --Please-accept-this-letter-as confirmation -of -completion- of the components -serving -the
R�d_uky Ranch West Narmari Rested -tam.._ The lndJ. m is a~nmr►ri erl of {j.0..:.....-•--
gallon septic tank, a 1000 gallon dosing tank, the Eliminite V and an absorption 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 close tanks and a squirt
test to assure the distribution of wastewater through the absorption system (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,
Arlie Philips for lho�masJ Kallenbach, P. E.
Cc: Jamie Pappas
71 AI n� tram- nnr I. ram. �=MNA 7n.1 r�l r �I r�.III e 11-Fl rI i nn . R
F L U I D Y N E
Scientists - Engineers - Inventors
Norman Golf Course Restrooms: Individual Septic and Disposal
System Design Report
Introduction
Vail Resorts Development Company is in the process of developing Red Sky
Ranch, a planned community consisting of 87 residential lots and two
championship golf courses in Eagle County, Colorado. Additionally, the
community will host two clubhouses and several small maintenance related
facilities. The purpose of this report is to provide site and engineering data
necessary to obtain a permit to construct an individual septic and disposal
system (ISDS) proposed to serve two restrooms for the Norman Golf Course.
Description of Facility
The proposed ISDS will provide wastewater disposal for a two golf course
restroom buildings located in the west side of Red Sky Ranch. The facilities will
be distinguished as the East Norman Golf Course Restroom and the West
Norman Golf Course Restroom. The facilities will accommodate men's and
women's restroom accessible to golf course patrons and operations and
maintenance personnel.
Wastewater Generation
Tee times will be scheduled in groups of four players spaced at 10-minute
intervals during an eight -hour day. Consequently, the maximum number of
players passing the restrooms is 192 per day. If every player used the toilet (1.6
gal/flush) and sink (0.4 gal/wash), golfers would account for a maximum daily
wastewater flow rate of 384 gal/day. This is clearly an unrealistic scenario and
used only to illustrate the maximum possible flow. A better estimate will expect
50% of the golfers passing by to utilize the restroom facility for a total daily flow
rate of 192 gal/day. However, as described below, the system has been
designed to handle flow rates exceeding this predicted daily maximum.
The design flow rates of the system are 384 gallons per day (GPD).
Site Information
Sheets C10.0 (East Norman Golf Course Restroom) and C11.0 (West Norman
Golf Course Restroom) provide pertinent site information such as layout of the
proposed ISDSs, topography, separation distances from property boundaries,
surface water, roads, etc.
2
During the course of field investigation at Red Sky Ranch, 40 soil pits have been
opened and examined. All pits have been greater than eight feet deep with many
excavated beyond 9 feet. The soils investigation has resulted in a detailed log of
each soil horizon in every pit describing physical, textural and chemical
characteristics. Each pit was individually evaluated for depth to groundwater,
depth to bedrock and suitability for utilization as a wastewater treatment and
disposal medium.
Soil Pit # 20 is located close to the East Norman Golf Course Restroom. Soil Pit
#309 is located near the West Norman Golf Course Restroom. In general, soils
at Red Sky Ranch display gentle to moderate slope, north aspect, loams in the
upper horizons grading to clay loams with depth, acidic conditions, moderate
percolation rates and good root penetration. Further, bedrock is generally below
the limit of the excavation and there is no indication of a groundwater table to the
depth of the pit. Methods employed in the depth to groundwater assessment
have been detailed in a previous submittal to Eagle County and are incorporated
here by reference. Absorption field area was determined by soil type and with
percolation tests conducted in similar soil at various locations. Calculated
application rate is 0.76 gal/(day*ftz). The soil pit logs are seen in Table 1.
TABLE 1: Soil Pit Logs (#20 and #309)
Soil Profile Data
Pit No.: 20 Client Name:Red Sky Ranch Job No.:,
Lot No.: Location: East Norman Golf Course Restroom Date: 12/21/01
)rizon Depth
Thickness
Texture Color
RXN CF%Mottled
Roots
Structure
A 0-42
42
Fragile Clay Loam 10YR 3/2
0 0% No
yes
med med strong ang blocl,
Bt 42-65
23
Crumbly Clay Loam 2.5 YR 4/3
0 20% No
yes
strong medium prismatic
C2 65-115 '
50
Clay 2.5 YR 7/1
3.5 45% No
yes to 106"
structureless
Soil Profile Data
Pit No.: 309 Client Name: Red Sky Ranch Job No.:
Lot No.: Location: . West Norman Golf Course Restroom Date: 07/20/00
Horizon Depth
Thickness
Texture
Color
RXN CF%Mottled
Roots
Structure
A 0-18
18
Loam
7.5YR 4/4
0 20% No
yes
weak medium granular
Bt 18-24
6
Loam
7.5YR 4/4
0 50% No
yes
structureless
C1 24-108
84
Sandy Loam
7.5YR 4/4
0 75% No
yes to 77"
structureless
System Design
As described above, the projected maximum daily wastewater flow is 384 GPD.
Utilization of common and readily available components, however, results in a
F L U 1 D Y N E
Scientists - Engineers Inventors
3
system capable of handling flows far in excess of the predicted value. Sheets
C10.0 to C10.3 and C11.0 to C11.3 provide engineering details of the proposed
system. Hydraulic analyses are provided on C10.3 for the East Norman Golf
Course Restroom and the C11.3 for the West Norman Golf Course Restroom.
The hydraulic analysis shows the East Norman Golf Course Restroom system
will discharge 45.7 gal/min. Discharge variation across the entire piping network
will be 2.44%, well below the generally accepted variation of 10%. A low
difference in orifice discharge indicates a uniform application rate and even
dispersion of effluent. The system, at design flow, will discharge 2.1 times per
day with 182.2 gallon doses resulting in a application rate of 0.36 gallons per
dose per ft2.
The hydraulic analysis shows the West Norman Golf Course Restroom system
will discharge 47.4 gal/min. Discharge variation across the entire piping network
will be 3.05%, well below the generally accepted variation of 10%. A low
difference in orifice discharge indicates a uniform application rate and even
dispersion of effluent. The system, at design flow, will discharge 2.0 times per
day with 189.0 gallon doses resulting in a application rate of 0.373 gallons per
dose per ft2.
Absorption trenches will be constructed with infiltrator chambers. A control panel
equipped with audible and visual high water alarm, elapsed time meter, event
counter and manual override switch will be installed in the restroom's electrical
and mechanical closets.
F L U I D Y N E
Scientists Engineers Inventors
6UULUJ LGaits UN tiUr] T5-.0 lad UUUZ/Uu/90
V A I L R E S O R T S D E V E L O P M E N T C O M P A N Y
June 20, 2003
Justin Buchanan
Fluidyne
25 N. Willson Ave. Suite F
Bozeman, MT 59715
Fax: 406-556-2335
Dear Justin:
As you are aware we have completed the necessary testing requirements for the West
Norman Restroom located on the Greg Norman Golf Course at Red Sky Ranch. I have
completed the testing requirements as instructed by Fluidnye Inc, The water -tightness test
and verification of squirt test is discussed below.
1000 and 1500 Gallon Tank:
A water tightness test was conducted over a 2 day period from February 17 February 19,
2003. There was no measurable drop in water level. Thus indicating no measuueable
leak in. the Septic/Dose, Tank.
Although this testing was performed in the winter the system was built in the Fall of
2002.
On February 19, 2003 a squirt test was performed on this system. Each lateral squirted
approximatly 5 feet above the flushing assembly.
Please feel free to call me during the day if I can provide you with any further
information.
Thank you,
VYiePapppas,
rts Development Company
J Project Manager
VAIL IR&bt'MTV
Vail Resorts Devolopm,ent Company - k87 Benchmark Road -1'Ost Ofi"ice 13ox 959 • Avon, Colorado 81620-0059 - (970) 845-2535 • Fex (970) &1.5-2555 . www.vrde.com
Wil • BmAetaridge • Koyetonci" . Beaver Creak" . bachelor Gulch® • Arrowhead" - Red Sky Raaaoh" �^
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2192-02 Tax #1941-222-01-001 OV G R JOB NAME_ Red Sky Ranch Norman Course VAIL RESORTS
West Golf Course Restroom L/
JOB NO. 0- /Y
LOCATION
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DATE)STARTED
DATE COMPLETED
DATE BILLED
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TOTAL MATERIAL
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MISC. COSTS
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5 5�f OF PLAN515 NOT' FOE CON5TPUC 1ON UNL�55 FFOICT MiIMF 5FA, ANn
iNAM 15 A FlYW HHT, ANP A VAX MP\,Mif 15511213Y FA6�� COUNTY
I,
VIFONMM& NSA TH MPAP MM,15 P05tP WT
1 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DMSION
1 P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone_(970i329-8755
I
COPY OF PERMIT MUST RE PASTEL? AT INSTALL 4TION SITE PERMIT NO. 2192-02 BP NO. 14183
j
f
OWNER. FAIL RESORTS DEVELOPMENT PHONE. 970-U--2528
MAILING ADDRESS: P.O. BOX 959- AVON C O 91620
APPLICANT. THOMAS J. KALLEN13ACH PHONE:406-586-22S4
SYSTEM LOCATION: RED SKY RANCH NL)RN N14 GOLF COURSE WEST RESTROOM FA LCi ITY TAX PARCEL NO. 1941-222-01-001
i
LICENSED INSTALLER: BAIL RESORTS DEVFLOPMENL JAMIE PAPPAS LICENSE NO. 4 -tit 1�HCiIr'E: 970 845-2528
i
i
DESIGN ENGINEER: FLUIDYNE ENGIN`FFRlNG THON AS J- IC.ALLENB.ACH PHONE NO. 406-586-2289
I
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: hMI1N,1I-M. REQiiIRE.MENTS FOR THE RESTROO I FACILITY --
I
V-
1500 GALLON CONCRETE SEPTIC TANK, 1000 GALLON DOSING TANK, D-NITE UNIT, L37 SQUARE FEET OF ABSORPTION AREA CREDIT,
i
IiIA ?T PRESSURE DOSED INFILTICATOR UNITS AS PER ENOTNEFR'S DESIGN DATED MAY 2 2002
SPECIAL INSTRUCTIONS: INSTALL E)[ACTLY AS DEPICTED ON THE ENGINEER'S DESIGN SIGN D AND DATED 5! 1)2 BE Svu TO MAINTAIN ALL
i
APPLICABLE SETBACK REQUIREMENT5. RAKE ALL TRFNCH SURFACES TO PREVENT THE SMEARJNG OF SOILS AND DO NOT INSTALL_ IN RET
`<t'E AATIIER. THE ENGINEER IS RE.5PO-NSIBLE FOR THE FINAL IN +PEf-TION. DO NOT BACK FTLL ANY PART OF THE tNSTAL AT QN- tTTIL
THE ENGINPFR HAS INSPECTEIf AND APPROVED rr THE BUILDING CERTIFICATE OF OCCUPANCY %VILL NOT IF, ISSt ER NTIL THESEPTIC
I
SYSTENI HAS BEEN INSPECTED AND APPROV
EIti'VIRCl1vTMENTAL IIE.XLTH APPROVAL: DATE: JUNNE i ;00;
CONDITION& -- -
I, ALL INSTALLATIONiS MUST COMPLY W ITH . KEQL 1Ft£MEhTS �EA<3LETY INDWIDUAL SEWAGE DISPOSAL SYS1E141 Rl GLI ATIGNS,
ADOPTED PURS1 A4T TO UtHORMY GRANTED IN 25-10-104, 1973, AS AMENDED.
j 2 THIS PERMIT IS VALID ONLY F'UK f-TJNNL II0N IU SrTKUCtURE5 WHICH HAVE FULLY C )UPL1ED WITH COLTNTY ZONII G AND BUILDING
j REQUIREMENT& CONNECTI011. TO. OR USE WITH ANY DWELLING OR STRuMR6 NOT APPRG%'TD Bii THE ZONING AND Bt iL wr, DEPARTmE'N S SHALL
AUTOMATICALLY BE A V-MLATION OF A REQUtRF-mE qT OF THE PERMi`I. AND WILL RESULT IN PIOT14 LEGAL ACTION AND REVOCATION OF TH£ PERAIA-
I 3. CHAPTER IV, SECUON 4-W21v REQUIRES ANY PERSON %VT10 CONSTRUCTSALTERS OR INSTALLS AN INDIVIDUAL SEWAGE T7iSPUSAL SYSTEM TO
BE LICEN'SFD.
FINAL APPROVAL OF SYMNI (TO BE COMPLETED BY D;SPLCTOR}
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WCTH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SY'TI.H REGULATION'S UNTIL THESYSTML
IS AFMCJVEU riuoR vo covEki'4G AtiY rONTION Of THE SYSTEM.
i
i
INSTALLED ABSORPTION OP. DISPERSAL AREA: SQUARE FEET (VIA )
I
INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET WCHCS
FROM
INSTALLED TANK:' GALLONS IS LOCATED DEGRL S AND FEET DES
FROM
COMMENTS:
ANY ITEM Nisi MEETING R€QUIR€NLEN I S WILL SE CORRF'.C'TED --EMU AFf ROYAL. f3F S!`STE11 IS AfADE ARRANG€ A RUI`iSPFSi ION VYH€!1 VCNtK IS
COMPLETED.
j
ENVIRONMENTAL HEALTH APPROVAL DATE:
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WASH WATF,,., 1�I ATM[ N-r 5Y5TOE M
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INSULATE BOTTOM OF LID
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/ / / /\!\/!rr'/r 1!''rr t�lr�r ;r� - D _ •r a-- s - ' p -► i + .� ► lr�r /!,!/i \!/r,r/ �Sr! r;irlr/r�, rrr�r'r ;, r rr
FILTER FABRIC
MIRAFI 140N (OR
\rr� /r�r/ �r�!// • a - ° - Q - - v - - - _ - - - EQUIVALENT)
d -• a - ' d• d • - a - d - .- e . - � - -
=\1\�1
d14.
G a
470 SCH 40 PVC a v ° a ' d Q 1" TO 1 1/2" GRAVEL FILL
TO SEPTIC TANK d ° e AROUND ENTIRE TANK 2'
v d v - - MINIMUM WIDTH
D-WE UNIT
PROVIDED BY FLUIDYNE Inc. INSTALLED BY
CONTRACTOR USA PATENT N0. 5534147 & N0. 5676828
D—NITE UNIT COMES COMPLETE AND READY TO INSTALL ���l LB BOD5
FROM
SCH 40 PVC / DAY
CONTRACTOR TO MAKE CONNECTION TO 4" SEPTIC TANK 1 1
RETURN LINE AND 1 1/2' DOSE LINE. ALL OTHER PIPING FROM DOSE TANK.
SHOWN ON D—NITE UNIT IS PROVIDED BY FLUIDYNE Inc- SLOPE TO DRAIN.
j
j 28" I.D. RISER GREEN FIBERGUESS, INSULATED, =0 GAL -ON PRECAST CONCRETE DOSE TANK
1= GALLON PRECAST BETE DUAL COMPARTMENT SEPTIC TANK
LOCKING LID (TYP OF ALL LIDS)
FINISHED GI nF INSULATE BOTTOM OF LIDS (TYP) _____ - _-____
VA - - - WATER TIGHT
JUNCTION BOX °
1 1/2" PVC UNION
DRILL 3 16'0 WEEP HOLE
e AT
y
4'� SCH 40 PVC RETURN LINE SLOPE 1/4" PER FOOT 1 1/2-0 SCH 40 PVC ELBOW
TO D—NITE UNIT SLOPE TO DRAIN
FROM D—NITE DRAIN INSTALL
• 4'� SCH 40 PVC
TEE WITH 12" STUB DOWN
--------------------------------------
2" THICK EXTRUDED CLOSED CELL, 1 1/2"0 SCH 40 PVC
18' BELOW USE TEE OR SUBGRADE INSULATION (TYP)
LIQUID LEVEL CONCRETE BAFFLE
"-HIGH WATER ALARM
PRESSU=WER ON
CID CID
4'0 SCH 40 PVC FROM a
PRESSURE SEWER OF
RESTROOM SLOPE 1/4' PER
FOOT 4' D—NITE TIMER DN IFF
A DETAIL
C6.0 SCALE: 3/f=1'
4"0 SCH. 40 PVC
RETURN LINE
TO SEPTIC TANK
EAST NORMAN GOLF COURSE RESTROOM 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 N0. 5534147 AND N0. 5676$2$
DOSE PUMP: HYDROMATIC SKHS 50 SEWAGE EJECTOR PUMP
DOSE PUMP CONTROLS: SJE RHOMBUS SIMPLEX CONTROL PANEL MODEL N0. 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 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. 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 T7 DRAIN.
QUICK RELEASE COUPLING
`-2'0 SCH 40 PVC FORCEMAIN
SLOPE TO DRAIN
DRILL 3/16"0 WEEP HOLE
2' SCH. 80 PVC
-FLOAT
SWITCH
t'i(iVY-tiAG =
4.I F 1OFF d
O
N v
04
• T
CONTRACTOR TO PROVIDE TANK BEDDING IN
ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
CONTRACTOR SHALL SUFFICIENTLY BED PIPING INTO AND
OUT OF TANKS TO PREVENT SETTLING.
1 1/2"0 SCH. 40 PVC DOSE LINE
FROM DOSE TANK
D-NITE UNIT
0
J
ti
GRUNDFOS KP 250 SUBMERSIBLE
EFFLUENT PUMP (TYP ALL LOTS)
HYDROMATIC SKHS 50 SEWAGE --�
EJECTOR PUMP
RAW SEWAGE LINE
FROM RESTROOM >
4 1000 GALLON PRECAST
1500 GALLON PRECAST CONCRETE DOSE TANK
CONCRETE SEPTIC TANK
GRUNDFOS KP 250 SUBMERSIBLE
EFFLUENT PUMP TO D-NITE UNIT
INSTALL 'PIGGY -BACK' FLOATS T
RECIRCULATION PUMP FOR LOW WATER
CUT-OUT
HYDROMATIC SKHS 50 SEWAGE
EJECTOR PUMP TO DRAINFIELD
FORCEMAIN TO
DRAINFIELD
mm
NOTE`
FORCEMAIN: APPROX. 50' OF 2"0 SCH 40 PVC. SLOPE TO DRAIN.
MANIFOLD: 1 1 /2'b SCH 40 PVC CENTER MANIFOLD 20' IN LENGTH
TOP VIEW OF MAMFOL D AND LATERAL
LATERALS: (3) 1 1/2„0 SCH 40 PVC 56.25' LONG PLACED ON 10' CENTERS
ORIFICES. (11) 3/16 ORIFICE oPER ATERAL DRILLED 5-0 �O.C, ,DRILL IN A�MANNER ,
-----� 1 1/2
'+b SCH $0 PVC UNION .,L.,H THAT AFL $J��{tS ARE REMOVED rr{TIiQ'�iT DnMnG{{`ry Ti i� {r`,niu ,CE.�. -
J '`` ABSORPTION FIELD LAYOUT y__
WITH ORIFICE PLATECHAMBERS:27 CHAMBERS, 6 END CAPS
--------- ------------- 2' X 1/2' REDUCING COUPLINGT -�1DRAINFIELD FLOAT ASSEMBLIES: 3 ANCHOR MINI-FLOATST------------------------, ,
2'0 SCH 40 PVC FORCEMAIN
1. PVC TO BE JOINED w/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER
MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED.
FITTINGS PRMED w/ COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER -
_� ;
i ---------------J---------------1----------- --- AND REPLACED AI COL
A�i1��J CXrCIVSE i i 1 3
------------------ E THE C I tt ; I
C _ ' 1 1/2-0 SCH 40 PVC TEE t 1
1` 15• I 25 2. ORIFICES SHALL BE DRILLED ON CROWN OF PIPE //12 00 EXCEPT EVERY 5711
l )
1 1/2' SCH 40 PVC MANIFOLD ORIFICE WHICH SHALL BE DRILLED AT BOTTOM (6:00) FOR DRAINAGE. INSTALL
SPLASH PLATE BELOW EACH ORIFICE DRILLED ON PIPE BOTTOM.
1 1/2 0 SCH 40 PVC LAIERAL } } '
'j ; \ ALL FLUSHING VALVES BEFORE THE DRAINFIELD S R ! i d , I
l� ----- 3_ F USHIN LVE MUST
BE OPEN,,BBE nRE�} 1 D�R�AIN I I 7P�R�EpS7�SURIZED FO Cn
TUC fD THE SO THAT VL�1\IS IS PVI\VET! FROM TI ,L PIPING NE rF t111\f\. - - - '-
I 4. TRENCH BOTTOMS ARE TO BE LEVEL s ,
5. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE AT CONTRACTORS EXPENSE.
CONTRACTCu TO TEST SEPTIC TANK & DOSE TANK FOR WATERTTGHTNESLS
~ AN 1' I I
N S
I `-------- -- -- -----------------------------------------------
ALLOWABLE �OSS IS LESS THAN I 24 HR .
INSPECTION PORT (TYP) ;T 1 x 1
; ; 7. SLOPE ALL PIPES TO DRAIN.
.._. _ PLATE S I
P SEGMENT/ ORIFICES ORIFICE
' LACED INSIDE SCH 80 PVC UNION I I
`—--------------- f---------------1---------------- '-------------- LATERAL MANIFOLD LENGTH PER DIAMETER
PER PLATE
25• 1/8" TO 316" NUMBER LENGTH L D R i fz GR 5 I 'f
IN THICKNESS 1. iV JV.2J 11 -3/4
_ 2 10' 56.25' 11 7/8
TOP VIEW OF MANIFOLD AND LATERAL /
_ 3. 0 56.25' 11 N A
_ SZi
' f
------------ ! 1 1/ SCH 40 PVC MANIFOLD
C3.0 SCALE: 1 4��=1' _
{
1 �
I / „ .lFICE DRILLED ACCORDING TO
` \------------------ 1 1/2 SCH 40 PVC ELBOW UNION PLATE ORIFICE DRILLING SCHEDULE I i
---
,1------------------------ r- T--- ! - ;
_
_
L---------- -------------- ---- ---------------------- {{ 1
I 7 s
--
to
i 25'
ILL
THREADED CAP APPROX 1' BELOW : \\\ \\\
SURFACE TO BE 4!.aRuED WITH A PIECE `� I #4 ,MBAR i 1 1/2"� SCH 40 PVC LATERAL
J
10
OF #4 REBAR, FOR LOCATION W/
tom_;''
1
s ' METAL DETECTOR, (REBAR IS APPROX. \
0
2' BELOW FINISHED GRADE). 6'd GR LAR VALVE BOX (ORBIT PART O
\ %—
ivfl. U21 OR tt,tUi`YAI`E1NT) G'vtrc
1
f FLUSHING VAL USE PVC 6'0 PIPE TO
1
�r . �1r Dn „c WITH-
1 1 2' SCH 40 THREADED CAP EX{�ND Y(tLYI .,.,X f��.,H _=
/ \ FIN13HED GRADE.
1 1 2a SCH 40 THREADED UNION
/ THE STANDARDINFiL TOR >-
I � T'RATCR QTAI'�.�j a
" 1 1/2' SCH PVC TEE. "•' "
I 1 1 /2 SCH 4V 45' uL"�D
(9 REQ'D AT EACH TRENCH)
I �\ � r9
�tCEMAiN TENCH MA L
LAST ORIFICE POINTED DOWN (6: 00). SEE NOTE 2. r
w cm
C 1 1/2' SCH 40 PVC BALL VALVE " 75= _
CLOSED DURING NORMAL : 6 0 PVC PIPE FOR INSPECTION PORT NuitS:
j OPERATION_ SEE NOTE 6_ I W/ CIRCULAR VALVE BOX FLUSH WITH 1. SCARIFY TRENCH B07T0M AND SIDE WALLS WITH HAND RAKE. m o u�—,
I FINISHED GRADE — ONE PER LATERAL" � `�,
1'iv�TAtL STANDARD iNFitTrcATurt 2 TO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONAL Z —
END PLATE BORE 2' HOLE TO OR MACHINERY SHALL NOT BE ALLOWED ON INFILTRATIVE Y Q
-x i w n♦r♦r i { iAin _ _ _ SURFACE
—ME.ev, - V LL
AL�Orr n AQ A PASSAGE' OF F�USl iuvv ` \ JUrcFACE OF GKAiIvr 1ELD i KtlVt,nElf
i LLJ
LINE. 1 1/2' SCH 40 PVC SLOTTED
I FLUSHING LINE. SLOTS TO BE CUT
Lu
I 3 16' WIDE & 4' O.C. ON BOTTOM_ PIPE SUPPORTED BY
\ n " ' . TIE.> 2„ MAIN { E I
/ PLASTIC ZIPPIPE u
NG MUST
BE FREED OIF LARGE QOf
! 1 { ! f I I
4 CLEAN GRAVEL I I
" ROCKS, SHARP ROCKS, _ . -; .: �� : ; ; I
SPLASH PLATE UNDER 1 1/2 SCH. 40 PVC -=t_.<_.. _, _ - -_�� 0R SAND 1 J
SEE NOTE 2. LATERAL TREE STUMPS, LOGS, ''ram%' -`' ��-
LAST ORIFICE 5_ `. r: _ `,r phi 4" CLr�s, r_gA>,rf - Q. I !
& OTHER UNSUI T A[SLt '->`� _ _ ' "�.r:. EA N v{ YES _ -
/� OR SAND
' DO NOT CAP END. DEBRIS_ 1
I STANDARD INFILTRATOR
CHAMBER. I i i
V- L)t I AIL C U
�;w
E C3.0 SCALE: 3/8"=1' 1 j W
VARIES TO MAINTAIN ELEVATION ! }
NFa SFcT !
ci I w
IIVIa[SfiIIC ! \ l \\ \\ \/ I € t
I ELEV. 8006.00/\
%` VARIES TO MAINTAIN ELEVATION ----------------
a I 1
it i
DRAINFIELD � l f
TRENCH DETAIL ' ` ►�' I
r MOUND NATIVE ! I
�� \ BACKFILL TO - 3-
\/\//\y//\ \l\� \ �/\//
\ / / /\ COMPENSATE '
EXISTING `��\ FOR SETTLING
GRADE
1
/2"0 SCH_ I j E
40 PVC LATERAL
\// \//\%\ \
36
11 DETAIL F
a DEML
F
C3.0 SCALE: 3/8"=1' C3.0 SCALE: 3/8"=1'
f
— — —
f
A
B
C
D
E
F
G
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iydrau(1c Aq allysis
WEST Norman Restroom,
--- -- --
Rod Sk Ranch -
�
-
INFILTRATION'PERCOLATION FIELD CONSTRUCTION
PART1-GENERAL
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 ENCLOSED AREAS, SOLVENT CEMENTS
ANY ACTIVITY ON OR ABOUT THE INDICATED ABSORPTION FIELD AREA IS
SHOULD BE USED WITH CARE; AVOID 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 FINE-TOOTH SAW AND A MITRE BOX TO
SITE WILL BE SELECTED AT THE CONTRACTORS EXPENSE. CONTRACTOR IS
AVOID ROUGH OR UNEVEN CUTS.
i
RESPONSIBLE FOR ALL EXPLORATORY FEES, PERMITTING COSTS,
PROFESSIONAL FEES AND LIQUIDATED DAMAGES.
STEP 2. SMOOTH THE CUT END WITH A KNIFE, FILE, OR SANDPAPER.
I
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
I
BACKFILLING, DRESSING AND CLEANUP OF THE SITE.
REMOVED WITH A CLEANER RECOMMENDED BY THE SOLVENT CEMENT
j
MANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE
11 SITE PROTECTION f
PAPER AIDS IN THE DEVELOPMENT OF A BETTER BOND.
1.2.1. BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA_ DO NOT
STEP 4. CHECK THE FIT OF THE SECTIONS 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 OF 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 COUPLING 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 I
TO SOFTEN THE BELLED END CASING SOCKETS THAN IS NECESSARY TO
PREPARE THE SOCKETS OF A MOLDED COUPLING.
PART 3 -EXECUTION k
STEP 6. PRIMER SHALL BE APPLIED TD THE OUTSIDE OF THE PVC
1
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 OF SOLVENT CEMENT TO THE INTERIOR
WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO CONSTRUCTION
SURFACE OF THE SOCKET: THE USE 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 COAT OF SOLVENT CEMENT TO THE OUTSIDE
WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS
SURFACE OF THE SPIGOT END OF THE 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 DEPTH OF THE SOCKET WHILE BOTH THE
ORDER TO PREVENT UNNECESSARY COMPACTION AND SOIL DAMAGE, IT IS
INSIDE SOCKET SURFACE AND OUTSIDE 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
STEP 10. TWIST CASING 1/8 TO 1/4 TURN THEN HOLD THE SOCKET AND
CONSTRUCTION METHODS SHALL BE EVALUATED BY THE ENGINEER FOR
CASING SECTIONS TOGETHER FOR AT LEAST 15 TO 20 SECONDS OR UN11L
APPROVAL
AN INITIAL SET TAKES PLACE_
3.1.2 TAKE NECESSARY MEASURES TO ENSURE THAT VEHICULAR TRAFFIC
OR OTHER ACTIVITIES WHICH MAY CAUSE SOIL COMPACTION ARE
STEP 11. WIPE THE EXCESS CEMENT FROM THE SOCKET. A PROPERLY
PROHIBITED FROM DAMAGING THE INFILTRATION AREA. ANY DAMAGE TO
CEMENTED JOINT MOULD SHOW A BEAD OF SOLVENT CEMENT AROUND
THE INFILTRATION AREA WILL BE REPAIRED IN A MANNER ACCEPTABLE TO
THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THE
THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
SOCKET.
3.1.3 THE ELEVATION OF EACH CELL BOTTOM IS PROVIDED ON THE
STEP 12. TO INSURE A STRONG BOND, A JOINT SHOULD REMAIN
PLANS. LATERAL CELLS SHALL BE EXCAVATED LEVEL AT THE SPECIFIED
UNDISTURBED UNTIL AN INITIAL SET IS REACHED (TABLE 1).
ELEVATION.
3.1.4 IF SOIL SMEARING OCCURS, WORK SHALL CEASE UNTIL THE SOIL
TABLE 1. SOLVENT CEMENTING OF BELLED END CASING - APPROXIMATE
DRIES SUFFICIENTLY SMEARED SOIL SHALL BE REPAIRED IN A MANNER
INITIAL
SET TIMES*
ACCEPTABLE TO THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
3.2 PRESSURE NETWORK CONSTRUCTION
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
*DEVELOPMENT OF FULL OPERATING STRENGTH REQUIRES CURE PERIODS
WITH ASTM D2855, STANDARD PRACTICE FOR MAKING SOLVENT -CEMENTED
ABOUT TEN TIMES LONGER THAN SHOWN EY THIS TABLE.
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
3.4 PRESSURE TESTING/SYSTEM PURGING
SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE). I
3.4.1 PRESSURE TESTING/SYSTEM PURGING
3.2.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH
ONCE THE SYSTEM HAS BEEN CONSTRUCTED TO THE POINT OF TESTING
INFILTRATION CELL TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN
AND PURGING, THE SYSTEM IS TO BE PURGED AND PRESSURE TESTED IN
ACCORDANCE WITH SECTION fl2221 TRENCH EXCAVATION AND BAGKFILL
THE PRESENCE OF THE ENGINEER USING THE FOLLOWING PROCEDURE
FOR PIPELINES & APPURTENANT STRUCTURES, OF THESE SPECIFICATIONS.
FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3
1. FILL THE DOSE TANK WITH CLEAN WATER -
INCHES.
3.2.4 CONSTRUCT MANIFOLD AND LATERALS AS SHOWN ON THE PLANS.
2 BE CERTAIN ALL FLUSHING VALVES ARE OPEN_
3. FILL THE DOSE TANK TO THE LEVEL WHICH ACTIVATES THE DRAINFIELD
3.2.5 LATERAL ORIFICES ARE TO BE 3/16 INCH DIAMETER. ORIFICES
PUMP(S) AND ALLOW THE LATERALS TO PLRGE- REPEAT UNTIL ALL
SHALL BE DRILLED ON THE TOP OF THE PIPE EXCEPT THAT EVERY FIFTH
FOREIGN OBJECTS HAVE BEEN DISCHARGED FROM THE FORCE MAIN AND
ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THE PIPE TO ALLOW
LATERALS
FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 18 INCHES FROM
THE BEGINNING OF THE LATERAL ORIFICES ARE TO BE DRILLED IN A
4. DRILL 3/16' ORIFICE IN THE CLEANOUiT CAP OF EACH LATERAL
MANNER THAT MINIMIZES DEVIATION FROM SPECIFIED DIAMETER AND
MAINTAINS A SHARP EDGE. ALL BURRS, CUTTINGS AND/OR OTHER
5. FILL THE DOSE CHAMBER TO THE P011117 WHERE THE PUMP(S)
MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE
ENGAGES_ THE ENGINEER SHALL BE PRESENT DURING PRESSURE TESTING
WITHOUT DAMAGING THE ORIFICE.
OF THE INFILTRA11ON CELLS, TO MEASURE THE DIFFERENCE IN DISCHARGE
3.2.6 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTED ACCORDING TO
1N THE LATERAL ENDS.
PLANS. ALL FLUSHING VALVES SHALL BE OPEN.
6. REPLACE CLEANOUT CAP ON EACH LATERAL WITH NEW, UNDRILLED
3.2.7 THE DISTRIBUTION NETWORK SYSTEM SHALL BE CONSTRUCTED ON
CAPS.
THE BOTTOM OF THE CELLS.
3.5 CHAMBER INSTALLATION
3.2.8 EACH LATERAL IS TO BE COVERED AND SECURED TO THE
3.5.1 INFILTRATOR CHAMBERS, STANDARD CAPACITY, SHALL BE USED TO
CHAMBERS IN THE CELLS BEFORE FINAL BACKFILLING AS SHOWN ON THE
PLANS (SEE SECTION 3-5 CHAMBER INSTALLATION). ONCE THE SYSTEM
COVER THE LATERALS.
HAS BEEN COVERED, IT SHALL BE PURGED AND PRESSURE TESTED, (SEE
3.5.2 USING A HOLE SAW, CUT ONE HOLE IN EACH END PLATE. THE
SECTION 3.4 PRESSURE TESTING/SYSTEM PURGING), AND APPROVED BY
HOLE SHALL BE SIZED SO THAT LATERALS PASS WITH LESS THAN 1/4
THE ENGINEER.
INCH OF CLEARANCE
3.2.9 EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN
3.5.3 AN END CAP SHALL BE SECURED TO THE FIRST CHAMBER WITH 4
MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING INSTALLED. AT
SELF DRILLING SCREWS. THE DISTRIBUTIOI LATERAL SHALL PASS
TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF PIPE
THROUGH THE HOLE IN THE END CAP ANC THE CAP SHALL BE RETAINED
SHALL BE CLOSED BY A PLUG OR OTHER MEANS APPROVED BY THE
BY A SLIP X SLIP COUPLING ON THE L.ATRAL
ENGINEER. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS
THAT HAS ENTERED THE LINES IN THE PROCESS OF CONSTRUCTION. ANY
3.5.4 THE DISTRIBUTION LATERAL SHALL BE SUSPENDED FROM THE
FOREIGN MATERIAL REMAINING IN THE DISTRIBUTION SYSTEM AFTER
CHAMBER USING PLASTIC 'ZIP' TIES.
CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE.
3.5.5 STARTING FROM THE FIRST CHAM90E ADD ADDITIONAL CHAMBERS
3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE
DOWN THE LENGTH OF THE LATERAL. FULLY ENGAGING INTERLOCKS AND
SECURING WITH 4 SELF DRILLING SCREWS. SPLASH PLATES SHALL BE
JOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE
INSTALLED BELOW ALL DOWNWARD POINTING ORIFICES. DISTRIBUTION
INTEGRITY OF THE JOINT WILL BE A FUNCTION OF THE THOROUGHNESS OF
LATERALS SHALL BE SECURED TO EACH CAMBER.
THE JOINING TECHNIQUES. THE MATERIALS AND TOOLS REQUIRED
INCLUDE (AWWA, 1981):
3.5.6 AFTER THE LAST CHAMBER IS INSTALLED, SECURE AN END CAP
TO THE LAST CHAMBER WITH 4 SELF DRILING SCREWS. THE DISTRIBUTION
1 . AFINE-TOOTHED SAW
1.
LATERAL, AND FLUSHING LINE SHALL PASS THROUGH HOLES IN THE END
A MITRE BOX
CAP AND THE CAP SHALL BE RETAINED BY A SLIP X SLIP COUPLING ON
3. A SMALL KNIFE, FILE, OR BEVELING TOOL
THE LATERAL.
4. FINE-GRAINED, ABRASIVE PAPER j
5. CLEAN, DRY CLOTH OR PAPER TOWEL ;
3.5.7 BACKFILL CHAMBERS, MANIFOLD AND RISERS CAREFULLY WITH
6. CLEANER AND/OR PRIMER CAPABLE OF IMPARTING COLOR.
NATIVE SOIL AS SHOWN ON THE PLANS.
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
151)5 ne5ign Criteria
Facilitq: West Norman Golf Course Festroom at lamed 5kq Fanch
Festroom Wastewater Generation
Plagcr5: 192 pl Fgcr5/ da( C I ,6 colon/ flush + 0.4 gallon/
wash) - 304 gallons/ dale
Total Wastewater Generation : 384 gallons/ dau
Soil Application rate: 0,16 gallon/ ( fV *- flail) Based upon sod type and treated wa-A
ewater
Gravel Absorption Area required: ( 304 gallons/ dal) / ( 036 gallon
/ ( W *- JA) - 505,3 fe
Infiltrator reduction: 507-: 5050*-O,50) - 252,6 ft2
reduction for nosing: 257-: 252,6-(252,6*-0,25) -1695 W
Number of Infiltrator Chambers required: 189.52/ 15.5 fj2/ chamber
12 chambers
tual Number of Chambers in Pe5ign: 21
CONCRETE STRUCTURES:
1. CONCRETE SPECIFICATION:
STRENGTH: 4000 psi AT 28 DAYS
AGGREGATE 3/4' MAXIMUM SIZE
CEMENT: TYPE 11 SULFIDE RESISTANT
540 lbs / cu yds
SLUMP: 3' MAXIMUM SLUMP
AIR ENTRAINMENT: 5% TO 7%
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 11GHTNESS 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 BACKFIL.L 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
BUM 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
50
48
46
44
42
38
36
34 -
Q 32 '
30
'a 28
a 26
x 24
22 -
20
18
16
14
12
10
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 10 10 117 11 12 12 13 13
0 5 0` 5 0 5 0 5
F10W Q Ill
System Curve - - - SKHS50
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. 2193-02 BP NO. 14181
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: RED SKY RANCH NORMAN GOLF COURSE EAST RESTROOM FACILITY TAX PARCEL NO. 1941-224-021-002
LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO.45-02 PHONE: 970-845-2528
DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 406-586-2289
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE RESTROOM FACELITY
1500 GALLON CONCRETE SEPTIC TANK, 1000 GALLON DOSING TANK, D-NITE UNIT, 837 SQUARE FEET OF ABSORPTION AREA CREDIT,
VIA 27 PRESSURE DOSED INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN DATED MAY 2, 2002.
SPECIAL INSTRUCTIONS: INSTALL EXACTLY AS DEPICTED ON THE ENGINEER'S DESIGN SIGNED AND DATED 5/2/02. BE SURE TO MAINTAIN ALL
APPLICABLE SETBACK REQUIREMENTS. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET
WEATHER. THE ENGINEER IS RESPONSIBLE FOR THE FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL
THE ENGINEER HAS INSPECTED AND APPROVED IT. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC
SYSTEM HAS BEEN INSPECTED AND APPROVED.
ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: JUNE 3, 2002
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: 837 SQUARE FEET (VIA 27 PRESSURE DOSED INFILTRATOR UNITS AS PER DESIGN
INSTALLED: CONCRETE SEPTIC TANK: 1500 GALLONS IS LOCATED 11 FEET FROM THE NORTH WEST CORNER OF THE BUILDING AND 14 FEET
FROM THE SOUTH WEST CORNER OF THE BUILDING.
INSTALLED: DOSING TANK: 1000 GALLONS IS LOCATED 5 FEET WEST OF THE SEPTIC TANK
COMMENTS: FINAL ENGINEER CERTIFICATION RECEIVED ON 6/23/03, AND THE CONTRACTOR'S AS -BUILT DRAWING WAS RECEIVED ON 6/26/03.
THIS SYSTEM IS SIZED TO ACCOMMODATE THE EAST NORMAN GOLF COURSE RESTROOM.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE F PROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL DATE: DULY 14, 2003` `--
•• •� � -- ------•.J.Jr FrLur'I: r_H1aLt k_uuN 1 Y LNV HER 9703288788 T0:914065862335 P:1/1
Incomplete Applications Will NOT Be Accepted.
(Site Plan MUST be attached)
ISDS Permit # ( "�
Building Permit' # *+,
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
Eagle (970)328-8755, Fax AG0(970)328-03491 E1 Jebel (970)927-3823
* FEE SCHEDULE
*
APPLICATION FEE $350.00
* THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION -(PERCOLATION TEST,
* SOIL PROFILE OBSERVATION) AND FINAL`INSPECTION �r
ADDITIONAL FEES.. MAY BE. .CHARGEA.IF,A REINSPECTION,IS NECESSARY, OR A
* PRE -CONSTRUCTION SITE VISIT OR'CONSULTATION I$'NEEDED'
* REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00
* MAKE ALL REMITTANCE PAYABLE TO: n EAGLE COUNTY TREASURER
n
PROPERTY OWNER: Dev.elo ment C_om any
MAILING ADDRESS•P.O.. Box .9.59.Avon, _ CO &162.0 845-2528
• PHONE:
APPLICANT/CONTACT PERSONThomas J..Kallenbach,..P E 406)586-2289
PHONE.
LICENSED SYSTEMS CONTRACTOR: J,amic Pip, as-
pHONEc
COMPANY/DBA: Vail Resorts, Inc. ADDRESS: P.O. Box 959 Avon CO 81620
PERMIT APPLICATION IS FOR: OC) NEW INSTALLATION { ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE -DISPOSAL SYSTEM:
Legal Description:
Tax Parcel Number:
Physical Address:
BUILDING
k X)
Sec 22, T4s, R8W, Red Sky. Ranch. Subdivision
122 9444-6- Ua U 0 Lot Size
.1.5 Miles S.of I-30@ Red Sky Golf Course West Side
TYPE: (Check applicable Cate o Road
Residential/Single Family 9�
Residential/Multi-Family*
Commercial/Industrial*
*These systems require design by a Registered
of Bedrooms
of Bedrooms
Engineer
TYPE OF WATER SUPPLY: (Check applicable category)
( ) Well ( ) S ring ( ) Surface
(xg) Public Name f i
APPLICANT SIGNATURE:
Date: S 7 02
AMOUNT PAID- RECEIPT # �%
C
CHECK #: DATE -
CASHIER:
— CASHIER:
Number
Number
Type _
Professional
Sky
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE:800-225-6136
www.eagle-county.com
July 14, 2003
Vail Resorts Development
Jamie Pappas
P.O. Box 959
Avon, CO 81620
EAGLE COUNTY
RAYMOND P. MERRY, REHS
Director
RE: Final of ISDS Permit #2193-02, Tax Parcel #1941-224-02-002. Property
location: Red Sky Ranch Norman Golf Course, East Restroom Facility, 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: Informational Brochure, Final ISDS Permit
cc: files, July 2003 Chrono file
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX (970) 328-8788
TDD: (970) 328-8797
TOLL FREE: 800-225-8136
www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: June 3, 2002
TO: Vail Resorts Development
FROM: Environmental Health Division
Raymond P. Merry, REHS
Director
RE: Issuance of Individual Sewage Disposal System Permit #2193-02. Tax Parcel
#1941-224-02-002. Property Location: Red Sky Rd., Wolcott, CO., Norman Golf
Course East Restroom Facility.
Enclosed is your ISDS Permit #2193-02. Please obtain a field copy of the engineer design
stipulated on the permit from the 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
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
F L U 1 D Y N E
Scientists Engineers - Inventors
June 23, 2003
Eagle County Environmental Health Department
Ray Merry, Director
500 Broadway
P.O. Box 179
Eagle, CO 81631
Subject: Red Sky Ranch East Norman Restroom Certification of Completion
Dear Ray:
Please accept this letter as confirmation of completion of the components serving the
Red Sky Ranch East Norman Restroom. The individual system is comprised of a 1500
gallon septic tank, a 1000 gallon dosing tank, the Eliminite ® and an absorption 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 to assure the distribution of wastewater through the absorption system (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 P illips for homas J �Kallenbach, P. E.
Cc: Jamie Pappas
d
LU
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t
ul-'
e" I
___ .. .+c 1 _1 - 7O{' 1 M 1— . S S SAS S Sr — a -- S S — . — — r
H • =,Qa Y11 It:)Jhi f I -d A1NI IU J d1c-)r1d : tJI WdL f :20 3m P-oop--d?-1,uk
May 28, 2002
Ray YMerry
Eagle Comty Department of Environmental Health
PO Box 850
Lagle, CO- 81631
As you requested I am vvri ftg this. Iptter to- CWA= that the two G011-Corse Rest ooms
at the Norman Golf Course at Red Sky Ranch vah 110t ve 00ns cted t odor Tee Boxes or
Grechs. The drainflelds have been Specifically located to be out 1•rOm
play. under GolfGolfCourse
Please call me during the day at 845-2528 if you would like to go over this gig. rmatic�rt in
more detail.
S. LnC$Tfiljf
Vail worts Develo ]li ent C.01 n; n y, f
4G: D1a I iy
fkmwey
,. � a�,pas
PTOJO4 ArImager
YIWI Resorts 13eva1opmarIt Cmnpany • 137 Denc!6..s:k Road _ rv4t C�c@ Box �5� + Rvab, GuioratiU sIb2U
_ i��Y • tYr4+% i7��7-soya � igac !�'fU1 Y" - - -
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V A! L R E 5 0 R T S V E L C P M E N T C Q M P A N Y
May 29, 2002
Ray Meier
Eagle County Department ofEaNdronnoental Health
PG Box 850
Eagle, co 81631
Lear Mr. MmTy
As you requested I am writing this letter to confirm the location of the two Crolf Course
Restroo ms at the Norman Golf Course at Red Slay Ranch. The R.estroom on the west side
of the Norman Gold' Cow —se Titled "West NO. -man Golf Corse Resucio&' on the
Fluii gne Engixaeering plans dated May 2, 2002 will to located between the 5 h Caen and
the 6 Tte. The Restroom on the east side of the Norman Coll' Course Titled "Fast
Norman Golf Course R69tr6om?' on the Fluidyne Engineering plans dated May 2, 2002
will be located between the 12"' Green and the 13`' Tee.
Maio call me during the day at 845-2528 if you would like to go over this information in
more detail.
Sincerely
Vail Resorts Development Company Go; bill Kennedy
We Pappas
Project Manager
44ir Rcsan�ar
Vail Resorts Development Company . �37 Unchmark Rona - host office Box 959 - Avon, Cglorado 8100-0950 - (970) 845-2535 • fL)x (970) 845.2555 • wWw.snox apm
Vail - Brecmenrihe - Key^atone2 • Beaver t: wk* - Bachelor Gui&' - Arrowhead -iced Sicy Raw h' 0
F L U I D Y N E
Scientists - Engineers - Inventors
May 7, 2002
Ray Merry
500 Broadway
Eagle, CO
81631
Dear Ray:
Included in this submittal are the design plans and design report for the two restroom's
ISDSs on the west side of the Red Sky Ranch of Wolcott, Colorado. These restrooms
are associated with the Norman Golf Course. Plan sheets C10.0 to C10.3 show the
design criteria for the East Norman Golf Course Restroom Wastewater Treatment
System. Plan sheets C11.0 to C11.3 indicate the design parameters of the West
Norman Golf Course Restroom Wastewater Treatment System.
If any questions arise during your review please feel free to call Thomas Kallenbach,
P.E. or myself at Fluidyne, Inc.
Sincerely,
Adie Phillips
Cc: Jamie Pappas
F L U 1 D Y N E
Scientists Engineers - Inventors
Norman Golf Course Restrooms: Individual Septic and Disposal
System Design Report
Introduction
Vail Resorts Development Company is in the process of developing Red Sky
Ranch, a planned community consisting of 87 residential lots and two
championship golf courses in Eagle County, Colorado. Additionally, the
community will host two clubhouses and several small maintenance related
facilities. The purpose of this report is to provide site and engineering data
necessary to obtain a permit to construct an individual septic and disposal
system (ISDS) proposed to serve two restrooms for the Norman Golf Course.
Description of Facility
The proposed ISDS will provide wastewater disposal for a two golf course
restroom buildings located in the west side of Red Sky Ranch. The facilities will
be distinguished as the East Norman Golf Course Restroom and the West
Norman Golf Course Restroom. The facilities will accommodate men's and
women's restroom accessible to golf course patrons and operations and
maintenance personnel.
Wastewater Generation
Tee times will be scheduled in groups of four players spaced at 10-minute
intervals during an eight -hour day. Consequently, the maximum number of
players passing the restrooms is 192 per day. If every player used the toilet (1.6
gal/flush) and sink (0.4 gal/wash), golfers would account for a maximum daily
wastewater flow rate of 384 gal/day. This is clearly an unrealistic scenario and
used only to illustrate the maximum possible flow. A better estimate will expect
50% of the golfers passing by to utilize the restroom facility for a total daily flow
rate of 192 gal/day. However, as described below, the system has been
designed to handle flow rates exceeding this predicted daily maximum.
The design flow rates of the system are 384 gallons per day (GPD).
Site Information
Sheets C10.0 (East Norman Golf Course Restroom) and C11.0 (West Norman
Golf Course Restroom) provide pertinent site information such as layout of the
proposed ISDSs, topography, separation distances from property boundaries,
surface water, roads, etc.
I In
K
During the course of field investigation at Red Sky Ranch, 40 soil pits have been
opened and examined. All pits have been greater than eight feet deep with many
excavated beyond 9 feet. The soils investigation has resulted in a detailed log of
each soil horizon in every pit describing physical, textural and chemical
characteristics. Each pit was individually evaluated for depth to groundwater,
depth to bedrock and suitability for utilization as a wastewater treatment and
disposal medium.
Soil Pit # 20 is located close to the East Norman Golf Course Restroom. Soil Pit
#309 is located near the West Norman Golf Course Restroom. In general, soils
at Red Sky Ranch display gentle to moderate slope, north aspect, loams in the
upper horizons grading to clay loams with depth, acidic conditions, moderate
percolation rates and good root penetration. Further, bedrock is generally below
the limit of the excavation and there is no indication of a groundwater table to the
depth of the pit. Methods employed in the depth to groundwater assessment
have been detailed in a previous submittal to Eagle County and are incorporated
here by reference. Absorption field area was determined by soil type and with
percolation tests conducted in similar soil at various locations. Calculated
application rate is 0.76 gal/(day*ft2). The soil pit logs are seen in Table 1.
TABLE 1: Soil Pit Logs (#20 and #309)
Soil Profile Data
Pit No.: 20 Client Name: Red Sky Ranch Job No.:
Lot No.: Location: East Norman Golf Course Restroom Date: 12/21/01
Horizon Depth
Thickness
Texture Color
RXN CF% Mottled
Roots
Structure
A 0-42
42
Fragile Clay Loam 10YR 3/2
0 0%
No
yes
med med strong ang blocky
Bt 42-65
23
Crumbly Clay Loam 2.5 YR 4/3
0 20%
No
yes
strong medium prismatic
C2 65-115
50
Clay 2.5 YR 7/1
3.5 45%
No
yes to 106"
structureless
Soil Profile Data
Pit No.: 309 Client Name: Red Sky Ranch Job No.:
Lot No.: Location: West Norman Golf Course Restroom Date: 07/20/00
Horizon Depth
Thickness
Texture
Color
RXNCF%Mottled
Roots
Structure
A 0-18
18
Loam
7.5YR 4/4
0 20% No
yes
weak medium granular
Bt 18-24
6
Loam
7.5YR 4/4
0 50% No
yes
structureless
C1 24-108
84
Sandy Loam
7.5YR 4/4
0 75% No
yes to 77"
structureless
System Design
As described above, the projected maximum daily wastewater flow is 384 GPD.
Utilization of common and readily available components, however, results in a
F L U I D Y N E
Scientists - Engineers Inventors
0
system capable of handling flows far in excess of the predicted value. Sheets
C10.0 to C10.3 and C11.0 to C11.3 provide engineering details of the proposed
system. Hydraulic analyses are provided on C10.3 for the East Norman Golf
Course Restroom and the C11.3 for the West Norman Golf Course Restroom.
The hydraulic analysis shows the East Norman Golf Course Restroom system
will discharge 45.7 gal/min. Discharge variation across the entire piping network
will be 2.44%, well below the generally accepted variation of 10%. A low
difference in orifice discharge indicates a uniform application rate and even
dispersion of effluent. The system, at design flow, will discharge 2.1 times per
day with 182.2 gallon doses resulting in a application rate of 0.36 gallons per
dose per ft2.
The hydraulic analysis shows the West Norman Golf Course Restroom system
will discharge 47.4 gal/min. Discharge variation across the entire piping network
will be 3.05%, well below the generally accepted variation of 10%. A low
difference in orifice discharge indicates a uniform application rate and even
dispersion of effluent. The system, at design flow, will discharge 2.0 times per
day with 189.0 gallon doses resulting in a application rate of 0.373 gallons per
dose per ft2.
Absorption trenches will be constructed with infiltrator chambers. A control panel
equipped with audible and visual high water alarm, elapsed time meter, event
counter and manual override switch will be installed in the restroom's electrical
and mechanical closets.
F L U I D Y N E
Scientists - Engineers - Inventors
IUUre] ( aas5 -UN f1Ur j vs;s lud Co0Zi0Z/90
V A I L R E S O R T S
June 20, 2003
Justin Buchanan
Fluidyne
25 N. Willson Ave. Suite F
Bozeman, MT 59715
Fax: 406-5S6-2335
Dear Justin:
D E V E L O P M E N T C O M P A N Y
As you are aware we have completed the necessary testing requirements for the East
Norman Rest>room located on the Greg Norman Golf Course at Red Sky Ranch, I have
completed the testing requirements as instructed by Fluidyye, Inc. The water -tightness test
and verification of squirt test is discussed below,
1000 and 1500 Gallon Tank;
A water tightness test was conducted over a 2 day period from February 17 —February 19,
2003. There was no measurable drop in water level. Thus indicating no measureable
leak in the Septic/Dose Tank.
Although this testing was performed in the 'winter the system was built in the Fall of
2002.
On February 19, 2003 a squirt test was performed on this system. Each lateral squirted
approxaimatly 5 feet above the flushing assembly.
Please feel free to call the during the day if Y can provide you with any further
information.
Thank you,
Vail esoarts Development Company
'A�
Jamie Pappas, Project Manager
VAIL RCSOhYa'
Vail Resorts Aevelopmont Company - 137 Benchmark Road - Post Office Box 959 . Avon, Colorado 81620.0959 . (970) &1-5-2535 . fax (970) 845-2555 • wwWvrde.-Com
Vail . Biwkenridge - I aptone® - Beaver Cseekm • Bachelor GulthQO - Arrowhead" • Red Sky Ranch...
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JOB NAME_ Red Sky Ranch Norman Course VAIL RESORT_,`
East Golf Course Restroom
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APPLICANT: THOMASJ. KALLENRACH -- PHONES C/6-386-2289
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INSTAI.tA'n()N 14FRFHY GRANTED FOR THE FOLLOWING- MI INi%jt?M REQIUMEMENTS FOR TILE RESTROOM FACILITY
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I S00 GALLON CCI�I'�`R 71P SEPTIC TANK. 1000 GALLON DOSIN43 TANK. D-N'ITE LlNfT, $37 SQUARE FEET OF ABSORPTION AREA CREDIT.
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SYSTE i HAS REFN I . PFC`TF.D AND APPRO F
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FfN`AL APPROVAL OF SYSTEM! [TO BE C'OMPLEWD BY INSPECTOR): ^ % � /! �( �/ �j � / �i
NO SVSTE_M SHALL SE D€EME01`0 BE IN COMPLIANCE WITH THE EACLE COUNTY EN-D 11)VAL SEvlAG[ DISPOSAL SYSTEM RECLLdTK7?Y$ LttiTIL THES1i5Tfikt Cl / /. � Pjt CI IC I / / /, � _5 ! ►! Y 12 VCsl al N
IS APPROVED PRIOR TO GOf`ESUNG ANY PORTION OF THE: SYSTEM. V / // l / i! / ► C� V
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28" I.D. RISER GREEN FIBERGLAS3,INSULATED, 100Q GALLON PRECAST CONCRETE DOSE TANK
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EAST NOR" GOLF COMSE RESTROOM NOTES:
SEPTIC TANK: 1500 GALLON PRECAST CONCRETE SEPTIC TANK
DOSE TANK: 1000 GALLON PRECAST CONCRETE DOSE TANK
D—KITE UNIT: PROPRIETARY NITROGEN REMOVAL SYSTEM. SUPPLIED BY FLUIDYNE Inc.
USA PATENT No. 5534147 AND No. 5676828
DOSE PUMP: HYDROMATIC SP 40 SEWAGE EJECTOR PUMP
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
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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.
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SUCH THAT ALL BURRS ARE REMOVED WITHOUT DAMAGING THE ORIFICES.
CHAMBERS: 27 CHAMBERS, 6 END CAPS
DRAINFIELD FLOAT ASSEMBLIES: 3 ANCHOR MINI -FLOATS
1: PVC TO BE JOINED w/ PRIMED SOLVENT/CEMENT WELD . JOINTS. PRIMER
MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED.
o =
FITTINGS PRIMED w/ COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER
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+ ORIFICE WHICH SHALL BE DRILLED AT BOTTOM (6:00) FOR DRAINAGE. INSTALL
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SPLASH PLATE BELOW EACH ORIFICE DRILLED ON PIPE BOTTOM,
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4. TRENCH BOTTOMS ARE TO BE LEVEL
r m G7
5. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE AT CONTRACTORS EXPENSE.
6. CONTRACTOR TO TEST SEPTIC TANK & DOSE TANK FOR WATERTIGHTNESS.
ALLOWABLE LOSS IS LESS THAN 1" IN 24 HRS.
7. SLOPE ALL PIPES TO DRAIN.
TYPICAL UPON PLATE ORIFICE PLATE DR21. SCHEDULE
f
PLACED INSIDE SCH 80 PVC UNION SEGMENT/ ORIFICES
ORIFICE
I
I
INSPECTION PORT (TYP)
LATERAL MANIFOLD LATERAL PER
PLATE
3
0
------------r-------------------------------T----------------r---------------,--_-------------T------------
i
----.--------------------------�
+ t t
t `
NUMBER LENGTH LENGTH LATERAL
r 1 /8A TO 3/16"
DIAMETER
-
I
r t
IN THICKNESS 1. 10' S6.25' 11
N A
,
I
2. 10' 56.25' 11
1
€ I
--------------
3 56 11
1 13/16
--------------------J_
--------------------�
— ------ —__—_------ —-------------J--_--- —1--
A, DETAIL
j
N
C30 SCALE: 1 /4"=1 s
f \ ,,'
\� ..r.rr a, .,,,.,ter. +r
RIFICE DRILLED errnnDING TO
0
75'
NOTES:
1. SCARIFY TRENCH BOTTOM AND SIDE WALLS Vv1TH HAND RAKE.
2. TO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONAL
OR MACHINERY SHALL NOT BE ALLOWED ON INFILTRATIVE
SURFACE OF DRAINFIELD TRENCH
10'
N
UNION PLATE ORIFICE DRILLING SCHEDULEit
\� THREADED CAP APPROX. 1" BELOW
j
#4 REBAR SURFACE TO BE MARKED WITH A PIEC
\ i
OF #4 REBAR, FOR LOCATION W/
m
t
tI
\� METAL DETECTOR, (REBAR IS APPROX.
r
600 CIRCULAR VALVE BOX (ORBIT PART
\ 2' BELOW FINISHED GRADE).
I
NO. 53021 OR EQUIVALENT) OVER
FLUSHING VALVE. USE PVC 6'0 PIPE TO
EXTEND VALVE BOX FLUSH WITH
1 1/2A SCH 40 THREADED CAP
I
+
FINISHED GRADE.
i
1 1 /2- SCH 40 THREADED UNION
I
1 1 /2 SCH 40 PVC TEE.
2' SCH 40 45 1 1 ' BEND
/
°�°
a
Lu
1
LAST ORIFICE POINTED DOWN (6:00). SEE NOTE
2.
6"0 PVC PIPE FOR/ INSPECTION PORT
1 1/2- SCH 40 PVC BALL VALVE
CLOSED DURING NORMAL
Aj
w/ CIRCULAR VALE E BOX FLUSH WITH
OPERATION.` SEE NOTE 6.
coo
p
FINISHED GRADE +ONE PER LATERAL
INSTALL STANDARD INFILTRATOR
;
END PLATE. BORE 2' HOLE TO
°C
'
ALLOW PASSAGE OF FLUSHING LINE.
1 1/2-0 SCH 40 PVC SLOTTED
=
r
' FLUSHING LINE. SLOTS TO BE CUT
PIPE SUPPORTED BY i
PLASTIC 'ZIP' TIE.
3/16 WIDE & 4' O.C. ON BOTTOM.
1 1/2-0 SCH. 40 PVC LATERAL
SPLASH PLATE UNDER
f
LAST ORIFICE. SEE NOTE 2. I
lI
DO NOT CAP END. ,
+ €
STANDARD INFILTRATOR [
.ri
CHAMBER. I
r
r I
I
FORCEMAIN TRENCH DETAIL ' i
s
_ DRAWELD a
a TRENCH DETAIL
w w MOUND NATIVE a
0° BACKFILL TO -
w o \\ \\\/�\/j\\f/%f/\\ COMPENSATE
Y Q EXISTING fj\\\f��tf/\ffj\ff�
GRADE FOR SETTLING I
3
/\\ +
> a _ YO MAIN ¢ j\\jf\/j _// \ \ ��/�
r
z r
PIPE BEDDING MUST a-o co
BE FREE OF LARGE a 47 CLEAN GRAVEL I
ROCKS, SHARP ROCKS, _ .}., .. - _ .: - R S _
TREE STUMPS, LOGS, =.. w, =:r:. = r- 40 PVC LATERAL
& OTHER UNSUITABLE _ = v GRAVEL
->~; -.�. _ ...: ..t.�:. -�... - ...„.. = � CLEAN 36
DEBRIS.,;--r _ .-�'� Y, t; : OR SAND
C DETAIL D DETAIL
C3A SCALE: 3/8"=1' C3.0 SCALE: 3/8"=1'
e
INFILTRATION/PERCOLATION FIELD CONSTRUC11ON
PART 1-GENERAL
PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING
PROCESS SHOULD BE ACCOMPLISHED AS LISTED BELOW (AWWA, 1981).
1.1 DESCRIPTION I
BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAY
PRESENT A HEALTH HAZARD IN ENCLOSED AREAS, SOLVENT CEMENTS
ANY ACTIVITY ON OR ABOUT THE INDICATED ABSORPTION FIELD AREA IS
SHOULD BE USED WITH CARE, AVOID 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 FINE-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 WITH A KNIFE, FILE, OR SANDPAPER.
I
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
I
MANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE
1.2 SITE PROTECTION 1
PAPER AIDS IN THE DEVELOPMENT OF A BETTER BOND.
1.2.1. BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT
STEP 4. CHECK THE FIT OF THE SECTIONS 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 OF 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 COUPLING 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 CASING SOCKETS THAN IS NECESSARY TO
k
PREPARE THE SOCKETS OF A MOLDED COUPLING.
PART 3-EXECUTION j
STEP 6. PRIMER SHALL BE APPLIED 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,
STEP 7. APPLY A THIN COAT OF SOLVENT CEMENT TO THE INTERIOR
CLEARLY, THE LOCATION OF INDIVIDUAL COMPONENTS OF THE
WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO CONSTRUCTION
SURFACE OF THE SOCKET. THE USE 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 COAT OF SOLVENT CEMENT TO THE OUTSIDE
WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS
SURFACE OF THE SPIGOT END OF THE CASING
THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO
STEP 9. INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY
WITHSTAND THE LOADING OF SUCH EQUIPMENT. DAMAGE CAUSED BY
INTO THE SOCKET TO THE ENTIRE DEPTH OF THE SOCKET WHILE BOTH THE
SUCH ACTION WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. IN
INSIDE SOCKET SURFACE AND OUTSIDE SURFACE OF THE CASING ARE
ORDER TO PREVENT UNNECESSARY COMPACTION AND SOIL DAMAGE, IT IS
COMPLETELY COATED WITH WET CEMENT.
RECOMMENDED THAT EACH CELL IS CONSTRUCTED INDIVIDUALLY, AND
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 1/4 TURN THEN HOLD THE SOCKET AND
APPROVAL
CASING SECTIONS TOGETHER FOR AT LEAST 15 TO 20 SECONDS OR UNTIL
AN INITIAL SET TAKES PLACE.
3.1.2 TAKE NECESSARY MEASURES TO ENSURE THAT VEHICULAR TRAFFIC
STEP 11. WIPE THE EXCESS CEMENT FROM THE SOCKET. A PROPERLY
OR OTHER ACTIVITIES WHICH MAY CAUSE SOIL COMPACTION ARE
CEMENTED JOINT SHOULD SHOW A BEAD OF SOLVENT CEMENT AROUND
PROHIBITED FROM DAMAGING THE INFILTRATION AREA. ANY DAMAGE TO
THE INFILTRATION AREA WILL BE REPAIRED IN A MANNER ACCEPTABLE TO
THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THE
THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
SOCKET.
3.1.3 THE ELEVATION OF EACH CELL BOTTOM IS PROVIDED ON THE
STEP 12. TO INSURE A STRONG BOND, A JOINT SHOULD REMAIN
PLANS. LITERAL CELLS SHALL BE EXCAVATED LEVEL AT THE SPECIFIED
UNDISTURBED UNTIL AN INITIAL SET IS REACHED (TABLE 1).
ELEVATION.
3.1.4 IF SOIL SMEARING OCCURS, WORK SHALL CEASE UNTIL THE SOIL
TABLE 1. SOLVENT CEMENTING OF BELLED END CASING - APPROXIMATE
DRIES SUFFICIENTLY SMEARED SOIL SHALL BE REPAIRED IN A MANNER
INITIAL
SET TIMES*
ACCEPTABLE TO THE ENGINEER AT THE CONTRACTOR'S EXPENSE.
3.2 PRESSURE NETWORK CONSTRUCTION
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
*DEVELOPMENT OF FULL OPERATING STRENGTH REQUIRES CURE PERIODS
WITH ASTM D2855, STANDARD PRACTICE FOR MAKING SOLVENT -CEMENTED
ABOUT TEN TIMES LONGER THAN SHOWN BY THIS TABLE.
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
3.4 PRESSURE TESTING/SYSTEM PURGING
AT THE CONTRACTOR'S EXPENSE. (SEE SECTION 3.3 PREPARATION OF PIPE
SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE).
3.4.1 PRESSURE TESTING/SYSTEM PURGING
3.2.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH
ONCE THE SYSTEM HAS BEEN CONSTRUCTED TO THE POINT OF TESTING
INFILTRATION CELL. TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN
AND PURGING, THE SYSTEM IS TO BE PURGED AND PRESSURE TESTED IN
ACCORDANCE WITH SECTION 02221 TRENCH EXCAVATION AND BACKFILL
THE PRESENCE OF THE ENGINEER USING THE FOLLOWING PROCEDURE.
FOR PIPELINES & APPURTENANT STRUCTURES, OF THESE SPECIFICATIONS.
FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3
1. FILL THE DOSE TANK WITH CLEAN WATER -
INCHES.
3.2.4 CONSTRUCT MANIFOLD AND LATERALS AS SHOWN ON THE PLANS.
2. BE CERTAIN ALL FLUSHING VALVES ARE OPEN.
3. FILL THE DOSE TANK TO THE LEVEL WHICH ACTIVATES THE DRAINFIELD
3.2.5 LATERAL ORIFICES ARE TO BE 3/16 INCH DIAMETER' ORIFICES
PUMP(S) AND ALLOW THE LATERALS TO PURGE. REPEAT UNTIL ALL
SHALL BE DRILLED ON THE TOP OF THE PIPE EXCEPT THAT EVERY FIFTH
FOREIGN OBJECTS HAVE BEEN DISCHARGES FROM THE FORCE MAIN AND
ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THE PIPE TO ALLOW
LATERALS
FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 18 INCHES FROM
THE BEGINNING OF THE LATERAL ORIFICES ARE TO BE DRILLED IN A
4. DRILL 3 j16' ORIFICE IN THE CLEANOUe CAP OF EACH LATERAL
MANNER THAT MINIMIZES DEVIATION FROM SPECIFIED DIAMETER AND
MAINTAINS A SHARP EDGE ALL BURRS, CUTTINGS AND/OR OTHER
5. FILL THE DOSE CHAMBER TO THE PONT WHERE THE PUMP(S)
MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE
ENGAGES. THE ENGINEER SHALL BE PRESENT DURING PRESSURE TESTING
WITHOUT DAMAGING THE ORIFICE.
OF THE INFILTRATION CELLS, TO MEASURE 1HE DIFFERENCE IN DISCHARGE
3.2.6 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTED ACCORDING TO
IN THE LATERAL ENDS.
PLANS. ALL FLUSHING VALVES SHALL BE OPEN.
6. REPLACE CLEANOUT CAP ON EACH LATERAL WITH NEW, UNDRILLED
3.2-7 THE DISTRIBUTION NETWORK SYSTEM SHALL BE CONSTRUCTED ON
CAPS.
THE BOTTOM OF THE CELLS.
3.5 CHAMBER INSTALLATION
3.2.8 EACH LATERAL IS TO BE COVERED AND SECURED TO THE
3.5.1 INFILTRATOR CHAMBERS, STANDARD CAPACITY, SHALL BE USED TO
CHAMBERS IN THE CELLS BEFORE FINAL BACKFILLING AS SHOWN ON THE
PLANS (SEE SECTION 3.5 CHAMBER INSTALLATION)- ONCE THE SYSTEM
COVER THE LATERALS.
HAS BEEN COVERED, IT SHALL BE PURGED AND PRESSURE TESTED, (SEE
3.5.2 USING A HOLE SAW, CUT ONE HOLE IN EACH END PLATE. THE
SECTION 3.4 PRESSURE TESTING/SYSTEM PURGING), AND APPROVED BY
HOLE SHALL BE SIZED SO THAT LATERALS PASS WITH LESS THAN 1/4
THE ENGINEER.
INCH OF CLEARANCE.
3.2.9 EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN
3.5.3 AN END CAP SHALL BE SECURED TO THE FIRST CHAMBER WITH 4
MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING INSTALLED. AT
SELF DRILLING SCREWS. THE DISTRIBUTION LATERAL SHALL PASS
TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF PIPE
THROUGH THE HOLE IN THE END CAP AND THE CAP SHALL BE RETAINED
SHALL BE CLOSED BY A PLUG OR OTHER MEANS APPROVED BY THE
BY A SLIP X SLIP COUPLING ON THE LATERAL
ENGINEER. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS
THAT HAS ENTERED THE LINES IN THE PROCESS OF CONSTRUCTION. ANY
3.5.4 THE DISTRIBUTION LATERAL SHALL BE SUSPENDED FROM THE
FOREIGN MATERIAL REMAINING IN THE DISTRIBUTION SYSTEM AFTER
CHAMBER USING PLASTIC 'ZIP' TIES.
CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE
3.5.5 STARTING FROM THE FIRST CHAMBER, ADD ADDITIONAL CHAMBERS
3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE
DOWN THE LENGTH OF THE LATERAL. FULLY ENGAGING INTERLOCKS AND
SECURING WITH 4 SELF DRILLING SCREWS. SPLASH PLATES SHALL BE
JOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE
INSTALLED BELOW ALL DOWNWARD POINTIIZ ORIFICES. DISTRIBUTION
INTEGRITY OF THE JOINT WILL BE A FUNCTION OF THE THOROUGHNESS OF
LATERALS SHALL BE SECURED TO EACH CHAMBER.
THE JOINING TECHNIQUES. THE MATERIALS AND TOOLS REQUIRED
INCLUDE (AWWA, 1981):
3.5.6 AFTER THE LAST CHAMBER IS INSTALLED, SECURE AN END CAP
TO THE LAST CHAMBER WITH 4 SELF DRUNG SCREWS. THE DISTRIBUTION
1. A FINE-TOOTHED SAW
LATERAL, AND FLUSHING LINE SHALL PASS THROUGH HOLES IN THE END
2. A MITRE BOX
CAP AND THE CAP SHALL BE RETAINED E3Y A SLIP X SLIP COUPLING ON
3. A SMALL KNIFE, FILE, OR BEVELING TOOL
THE LATERAL.
4. FINE-GRAINED, ABRASIVE PAPER
5. CLEAN, DRY CLOTH OR PAPER TOWEL
3.5.7 BACKFILL CHAMBERS, MANIFOLD ANID RISERS CAREFULLY WITH
6. CLEANER AND/OR PRIMER CAPABLE OF IMPARTING COLOR.
NATIVE SOIL AS SHOWN ON THE PLANS.
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
15V5 Pc5ign Criteria
Facility: Fast Norman Golf Course FeAroom at red 5kq Fanch
Ve5troom Wastewater Generation
player5: 192 players/ day C 1,6 gallon/ flush + 0,4 Olonl
wash) - 584 gall on5/ dag
T� U Wastewater Generation : 304 gallons/ day
5oil Appl ieation rate: 0.76 gallon/ (ft2 *- day) Payed uWn soil +ape and Ire" wa5t
ewaLer
Gravel Absorption Area Feauired: ( 384 gallons/ day) / C 0.76 gallon
/ C fy � day) - 505,3 ft2
Infiltrator Feduction: 50 : 505,3-C 505,30,50) - 252,6 ft2
Feduction for no5inq: 25% : 252,6-(252.6*-025) -189,5 W
Number of Infiltrator Chambers Feauired: 169.52/ 15,5 W/ chamber
12 chambers
WA Number of Chambers in ne5ign: 27
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 7%
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
B. 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 NTH 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
BUM 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 East Norman Golf Course Bathroom
30
-�
'
27
_
Pinup Operating Point
-
24
21
1
18
�
-
a
-�
w
1
12-
9-
6-
3
i
i
0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74
76 78 80
Flow (gPm)
System Cove - - - SP40
01
i