2007-635 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number. P20070635 Date Issued: Monday, December 24, 2007
This is to certify that work requested to be done as shown by Permit Number P20070635
has been completed.
Tax Map Number. 523400-226-012-0001-071-000-0000
Location: 340 CLEVERDALE Rd
Owner. ROBERT & EILZABETH BIRCHENOUGH
Applicant: ROBERT & EILZABETH BIRCHENOUGH
This structure maybe occupied as a:
Septic Alteration Residential
By Order of Town Bowl
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20070635 Application Number. A20070635
Tax Map No: 523400-226-012-0001-071-000-0000
Permission is hereby granted to: ROBERT & EILZABETH BIRCHENOUGH
For property located at: 340 CLEVERDALE Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: ROBERT &EILZABETH BIRCHEN
Septic Alteration Residential
340 CLEVERDALE Rd
CLEVERDALE,NY 12820 Total value
Contractor or Builders Name/Address Electrical Inspection Agency
Plans &Specifications
2007-635
SEPTIC ALTERATION RESIDENTIAL
$25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday, October 12,2008
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the of Qu b ry; rida , October 12, 2007
SIGNED B for the Town of Queensbury.
Director of Building&Code Enforcement
For an EPA homeowner's guide: fjttp://www.epa aov/nodes/pubs/homeowner Quide long customize df
____________________---__-____ y - `
2Z �' 12
f— FFICE USE ONLY ; ' Date
TAX MAP NO. PERMIT NO. ERMIT FEE 2S 065� 01 W
APPROVALS: ZONING TO CLERK Stamp
___________, --- --- - -- -- - -- - --- -
APPLICATION �
FOR SEPTIC DISPOSAL SYSTEM PERMIT:
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT. ff j /� q
OWNER: > 2) ` /�E'iT_?��lt iC-G�72(�X7UC�� _ INSTALLER: ( .kdA1QI�L.t + f�-��-��
ADDRESS: ��o Csl'2jz O-L 1 ADDRESS: �� �LX' i. 1`t,Ul-
PHONE NO PHONE NOS. 0
LOCATION OF INSTALLATION:.SLf o I✓ie,,i oko-.i . �
ESIDENCE
YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION:
BEDROOMS
1980 or older ® X 150 gallon per bedroom = SS 0 GARBAGE GRINDER
1981 -1991 L—J X 130 gallon per bedroom = 0 INSTALLED? Yr�S
1992-present X 110 gallon per bedroom = 0 SPA OR HOT TU5
INSTALLED?�_
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE SLOPE I(13 %
✓ SOIL NATURE: SAND� LOAM CLAY OTHER 1
✓ GROUNDWATER: AT WHAT DEPTH?5.5'E 3.5' BEDROCKIIMPERVIOUS MATERIAL: AT WHAT DEPTH? IN`4
✓ DOMESTI(�WATER SUPLY:
MUNICIPAL WELL (If well:water supply from any septic system absorption is:( ft)
✓ PERCOLATION TEST: RATE IS JJ PER MIINUTE PER INCH(TEST TO BE COMPLETED BY LICENSED
PROFESSIONAL ENGINEER OR ARCHITECT)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed
professional engineer or architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: 1 S 00 GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for
each garbage grinder, spa or whirlpool tub.
SYSTEM TYPE:
❑ABSORPTION FIELD(WITH NO. 2 STONE) Total length ft. Each trench X
❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? . Size?
`91 ALTERNATIVE SYSTEM Bed or other AX 2A W j (
❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval
granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant,shall be void.
I have d the regul 'o s with respect to this application and agree QUESTIONS? CALL 761-8256 OR EMAIL
to abi by these a d requirements of the Town of Queensbury codesP-c3ueensburv.net
San' Sewage Ds I Ordinance. Lis: al VISIT OUR WEBSITE FOR MORE INFORMATION
www.gueensburv.net
ignat V
of; a so esponsible Date
UTown of Queen bury - Community Development Office• 742 Bay Road, Queensbury, NY 12804
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: ILI-P am,Lpm Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: PERMIT NO.:
LOCATION. INSPECT ON: 1/
RECHECK:
Comments and/or diagram
Soil Type: Sand Loam Clay
Type of Water: Munid { Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft,
Abso tion Field: Total lengthft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field Pit
Opening Sealed: Y N Partial
End Ca
In Outlet Pipes&Baffles I Y N
Location Se rations 741.1-Z G' 0z
Foundation to tank ft.
Foundation to absorption
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
Syggm Use Status:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
� - Zj
Septic Inspection Report
Office No. (518)761-8256 Date Inspectoon request received:
Queensbury Building&Code Enforcement Arrive: 1,1 N am/pm; Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: rcke—i"1604 PERMIT NO.:
LOCATION: '• r - � ` INSPECT ON: ~ -
RECHECK:
Comments and/or diagram
Sal Type: Sand Loam/Clay
Type of Water: Municipal Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total len ft.
Length of each trench € L,^�'
Depth of trenches ft.
Size of Stone
Seepaae Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field Pit
Opening Sealed: Y N Partial
End Ca
Inlet/Outlet Pipes&Baffles I Y N
Location Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Status:
Approved
----��a--- Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: 'c°3J am/pm Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _;CVP
NAME: PERMIT NO.: _C� _
LOCATION: INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand Loam Clay
Type of Water: Munia 1/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Bulldlp2 to tank
Tank to Distribution Box
Distribution Box to Field Pit
Opening Sealed: Y N Partial
End Ca
Inlet/Outlet Pipes&Baffles —Y—NLocation/ Se rations Tank CJ k-k -
Foundation to tank ft.
Foundation to absorption ft. hs l�wr.� 'r1s cv-'e"-
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y N A!,
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Status:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
/ 1 6I)a
Septic Inspection Report
Office No. (518) 761-8256 Date Ins Dn request received:
Queensbury Building&Code Enforcement Arrive: 2w am/pm Depart: am/pm
742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials: L ---
NAME: -` PERMIT NO.:
LOCATION: INSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand Loam/Clay
T)W of Water: Municipal Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Leno of each trench ft.
DepLh of trenches ft. �
Size of Stone
Seepage Pits: Number pI,- X,'
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field Pit
Opening Sealed: Y NJ Partial
End Ca
In Outlet Pipes&Baffles Y N
Location Se rations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System U'a s•
�- Approved
Partial Approved and needs to be re-inspected, please call the Building&Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
S
t ✓7V/
DELAWARE OPERATIONS, INC.
8-12 Dietz Street,Suite 303,Oneonta,New York 13820• Phone 607-432-8073/FAX 607-432-0432
Town of Queensbury Board of Health
Town Council
742 Bay Road
Queensbury,New York 12804
Re: Orenco Wastewater Treatment Plant
[Irish Bay]
To Whom It May Concern:
Norm Schreib asked that I relay the issue that came up on the proposed Irish Bay wastewater
system and how we are using the Orenco system to mitigate a fast perculation situation. The LA
Group had done a series of percolation tests as part of the application process for an APA permit
and NYSDEC SPDES permit. About 20%of the area had percolation rates faster than 2-Minutes..
We had a number of discussions with the APA technical staff,Shaun LaLonde and the NYSDEC
Region 5 office on how best to mitigate the small area affected by the rapid percolation rates.
We dismissed a peat system, as we have unearthed a number of peat biofilters that were used for
odor control at large wastewater treatment plants and were uneasy about long term maintenance.
The inability to inspect the core of a secondary treatment system was not acceptable to us. This
left soil augmentation and or some other type of treatment system.Kathleen Suozzo,P.E.has had
experience with the Orenco system and recommended this for Irish Bay.
In a joint meeting with NYSDEC,NYSDOH,and the APA we discussed the pros and cons of the
soil augmentation and the enhanced treatment. In concept,everyone agreed that removing 60%-
90%of the organic and solid levels prior to discharge had greater environmental benefit than soil
augmentation. We all left the meeting with the understanding that the treatment system would be
submitted in the final application.
Irish Bay will be submitting this design to NYSDEC for permit review before the end of the year.
Please let me know if you need any additional information.
Sincerely,
-`--- L AWARE opERA'riONS, INC.
J es Suozzo,P.E.
JS
Cc: Randy Galusha,P.E.-NYSDEC-Region 5
Shaun LaLonde,P.E.-APA
Mike Shaw,P.E.NYSDOH
Norm Schreib,P.E.-Wastewater Technologies
S
' 9-l4-07; 1 :39PM; ;315 7988486
O znA Cou A HFALT DEPARTmENT
` 800 Park Awns; Uftea,New York f1fof
JOSEPH A.GRMO ERIC W.FAIssT,MPH,RX.
-ONMA COUMi"i'EXECUTIVE — — DIRECTOR OF ENM0NbUNTALIftAMHSMVXMS
Phone;(315)798 5064 yet Fax;(315)798-6496
December 5,2005 � a
Timothy M. Hogan, P.E.
Hogan Engineering P.C.
301 Black River Boulevard
Rome,Now York 13440
RE: Delta Lake Estates, Community Wastewater Disposal System
Proposed Business/Commercial Development
Dear Mr.Hogan:
Pursuant to our discussions of Dec 5 e County Health Department has '
reviewed your proposal to devel 14% a i<f . ommercial development on the
properties of Delta Lake Esta
The Health Department water em proposed, and find
that the plans,as submi a ,meet the ' re ' ement that any
further development o the to Lake Es � ai, jvision b by a 'Community
Wastewater Disposal yst
The de-centralized '`'"..�,�#ev�ter t� yo and your client,
therefore, meets the ' tent eelh a Estates and the
Oneida County He Dep lrch 29, 198 th Oneida County
Clerk's Office in the B ok o ;4�U
As such, this Department a and me tho ater ollection and treatment
supplied by the proposed tewa systemR tur y Orenco Systems,Inc.,
meets this Department's goal c ty wastewater disposal
system installed with a minimal nrcnvI}MI adjacent to these properties.
The Orenco system uses a tight septic system followed by a recirculating filter followed by half
shell infiltrators for soil absorption. This allows the bulk for the treatment to take place in a
controlled environment resulting in a 95%treatment level of the wastewater before the
wastewater is sent to the seepage/half shell system. Thus the wastewater goes into the dispersion
field already has the water quality at the level conventional systems give as a final product.
.Because your proposal is for a commercial establishment,Public Health Law has no special
requirements as to ownership and operation. If your proposal related to a residential .
development,then,under state law, the system's ownership and/or operation would be required
to be either through a transportation corporation or a municipal entity.
"PROMOTWG AND PROT13CrINc THE Hau.TH OF ONEInA CGIVTY"
r+ `g-t a,0>7; 7 :39AM; ;31 5 7986486
If you have any questions or if the Health Department can be of any further service on this
matter,please contact me at(315)798-6400.
Very truly yours,
Raymond ara, Esq.
Assistant County Attorney
CC: Eric Faisst,Director of Health
Nicholas DeRosa,Director of Environmental Health
John Dunn,Principal Public Health Sanitarian '
—Ioseph Robertaccio P.E. Public Health Engineer
Louis Ferrara P.E.,Public Health Engineer
Richard Corelle P.E.,NYSDEC—Utica
Joseph Homberger,Permits Administrator,NYSDEC—Utica.
Kevin Lewis,Oneida County Soil and Water Conservation District
Town of Lee Town Board
Town of Lee Planning Board
Fred Machia,Managing Partner,Delta Lake Estates
CV"
1odM M=%M�i W M1�
Onondaga County Health Department
!+ GoryRbl(tltiP.E
Division of Environmental Health d
art Mcrr4mmy s"d
r ad. 4 Piro Swmus%New Yodk 13202 Bureau d Pubic Heelh B g111el l
0=*EMX*A
�.o�9oY.Ad (31v'3435.6601
March 16,2007
G. Norman Schreib,P.E.
Wastewater Technologies Inc.
PO Box 171
Three Mile Bay, New York 13693
Re: Approval of Sewage Disposal Plans
JOSEPH SCUDERI PROPERTY
F.L. 88—East Lake Road
Tax Map#013-01-12.0
Town of Spafford
Dear Sir:
Enclosed please find (1) copy of the approved plan and a completed specific waiver form for the
above project. One copy of the approved plan is being retained for our permanent files.
The approved replacement disposal system shall consist of an Advantex Treatment Unit and 270
square foot bottomless sand filter as shown on the plan approved 3/16/2007.
The approved plan is for the service of the existing four (4) bedroom dwelling maximum. If a
larger dwelling is constructed, a revised plan must be submitted and approved.
Ve yours,
4(:: 70
Jeffrey A.Ti ,P.E.
PUBLIC HEALTH ENGINEERING
JAT/
cc: Town of Spafford
Rich Abbott, City of Syracuse
STATE OF NEW YORK
DOE DEPARTMENT OF HEALTH
Geneva District Office 624 Pre-Emption Road Geneva, New York 14456-1334 (315)789-3030 FAX(315)781-0831
February 12, 2007
Charles Gambino RE: PRIVATE SEWAGE
1 Pinewood Lane Gambino Residence
Perkasie PA 18944 (issuance of Specific.Waiver- Proposed WWTS)
Huron.M -Wayne County
Dear Mr. Gambino:
This letter is to advise you that your Application for Specific Waiver in accordance with New York State
Sanitary Code Part 75.6(b)has been received and reviewed by this office. In accordance with New York
Code of Rules and Regulations Title 10, Part 75,Appendix 75-A.10(c)Engineered Systems,the request
for Specific Waiver has been granted. The Waiver has been granted for the following requirements,of
Appendix 75-A not met due to site constraints:
1. Table 2 - Property line setback requirement is 10'. Only 7' is provided at the east and 5'to the
south.
2. Table 2-Well setback-200'is required, only 100' is provided. However, public watermain was
instilled in December and is now available.
3. Basal area requirement for a pressure system is 1650 sq.ft. Only 448 sq.ft. is provided.
4. Pump chamber is required to provide one day's storage (330 gallons). Only 70 gallons is
provided. Dial out alarms are provided.
The SpOcific Waiver has been issued for the plans consisting of the following components:
1. Orenco Advantex AX-20 NSF Standard 40 Class 1 Aerobic Treatment Unit
2. Pump station with 70 gallons storage and dial out high water alarm system
3. 8' x 26' pressure dispersal field
The Specific Waiver has been granted because the application has met the following requirements of
Appendix 75-a.10 (c):
1. The system has been designed by a licensed design professional.
2. The Engineer's Report contains an environmental assessment that demonstrates that the
proposed wastewater treatment system design will cause no adverse environmental impacts,and
will be an improvement over the existing system on the project site.
3. The construction of this system must be supervised by the design professional and certified in
writing to this office.
r
Issuance of the Specific Waiver is granted on condition:
v
1. That the wastewater treatment system be constructed in strict accordance with the
approved documents.
2. That the facilities.shall be completed within 5 years of this date. If construction is not completed
within 5 years of the approval date, the waiver will expire, and re-application to this office will be
required.
3. That the construction/installation of the facilities shall be under the supervision of a
person or firm qualified to practice professional engineering in the State of New York under the
Education Law of the State of New York.
4. That a representative of this office be contacted to inspect the system prior to backfill.
5. That the professional engineer shall certify to this department that the construction/installation
of the facilities have been under their supervision and that the works have been fully completed
in accordance with the approved documents.
6. That a service contract shall be maintained with the aerobic treatment unit manufacturer's
representative which provides for, at a minimum, semi-annual inspections as long as the system
is in use. Written confirmation of the inspection results shall be provided to the owner and the
Huron Town Code Enforcement Officer.
7. That a copy of the service contract is to be submitted to the Huron Town Code Enforcement
Officer and this office prior to use of the system.
8. That the water use for the property is strictly limited to 330 gallons per day.
9. That water saving fixtures be used in the home. The use of jacuzzi tubs, or showers using more
than 2.5 gallons per minute, is strictly prohibited.
10. That the home to be served shall have no more than three bedrooms.
One set of the completed documents is being retained for our files. Distribution of the remaining plans
is indicated below.
V
ery y rs,
Hartsough, P. .
Senior Sanitary Engineer
HLH:jm\62-07
enc.
pc: iAfeatewater• - =" e9en )
Huron Town Building Department -Attn: Mr. Gallant, CEO (w/plans & Gen 152)
GIFFORD ENGINEERING
Geotechnical&Geoenvironmental Services
April 2,2007
Mr.David Hatin
Town of Queensbury
742 Bay Rd
Queensbury,NY 12804
Re: Request to Perform Subsurface Investigation for Septic System,Birchenough Residence, 340 '
Cleverdale Rd,Cleverdale,NY,File No.06102
Gentlemen:
Thank you for meeting with us at the referenced site on Friday March 30`h. We met with Dr. and
Mrs. Birchenough as well as representatives from the Contractor, Mulholland Enterprises to
discuss the existing septic system. A sketch of the existing system that was prepared by the
previous owner is attached. We discussed the Town's protocol to address new systems and repair
of existing systems.
As you know,the Birchenough's are in the process of installing a basement under their residence.
During the construction,the Contractor noticed that the septic system appears to have some leaks
and is not fully effective. I have reviewed the sketch of the existing system with the Contractor
and would like to investigate the system further to determine its condition and usefulness. At the
same time I would like to excavate deep hole test pits and perform percolation tests to aid in the
design of a new system, if needed.
If I can be of further assistance in this matter, please contact me.
Trul ours,
Giff d Enginee 1
rego P ifford P D PE
resi nt
cc Quinn Mulholland
Dr. &Mrs. Birchenough
�r
875 Pearse Road Niskayuna,NY 12309-2909 Tel:(518)382-2545 Fax:(518)382-5494
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vc—mir r LUC A I IUN HHIUR - UNt( 1 ) UAY STORAGE
TO CONSTRUCTION AND SURGE CAPACITY
NOTIFY ENGINEER
?"Fog REPLACE AS DIRECTED 2" PVC SCHED 40 OR
BY E INEER SDR 26 a
40 h Nti
/� A).) ^> 36*Maplel ( f�
/Metal tter IR _ t I /_Apprpk. Proper Linesee Note — ]�/ v�
13
Grofe
�t 344.9 Goroge & I Shd I IDock not
Pa
°I Aportment _ I I (( I '
I shown
FF=Asphblt/Grovel I 3ao.9� 1 M wl 0 MIN. House
I FF-335.7
I ( 1 \ I Bosement=325.B t !
$ : Conc. olk I
Covered
1 i s 1 1 1 1 1 P I I Porch
3 I LL1 I \ 1 1 1 1 11 C C.
N. A/ r I Lead
101' (16Q'
kPi
.: l _
1 Excovatia _ I Pipe
I ; I ` (1 '�`Ivtt 1 , ircn
� W � � I l \ � ` i \ \.►s `�, ��°pry
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M M
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v
PVC SCHED 40 OR
SDR 26
4" PVC SCHED 40 OR 1,500 GALLON FIBERGLASS
CAST IRON GRAVELLESS TRENCH SEPTIC TANK(5 BEDROOMS)
VERIFY LOCATION PRIOR (13) TRENCHES X 20 FEET LG.
TO CONSTRUCTION SEE DETAIL
NOTIFY ENGINEER 50% RESERVE LEGEND
GENERAL NOTES: NOTES: AREA ---,--_-__- ---_ ------
1. PLAN INFORMATION PROVIDED BY GIFFORD ENGINEERING. 1. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. 87 CONTOUR
LINE
2. PLAN PROVIDED ELECTRONICALLY BY AZIMUTH SURVEYING. PROPERTY LINES SHOWN ON THIS TOPOGRAPHIC MAP ARE FOR _..................................97 PROPOSED COf
.._ OFFSET LINE
3. NORTH ORIENTATION BASED ON MAGNETIC READING AT TIME OF ORIENTATION PURPOSES ONLY AND ARE AS PER EXISTING SURVEYS . • • . " • .0. . • . . • TEST PIT
SURVEY. PREPARED BY COULTER AND MCCORMACK THAT WERE PROVIDED . . . . . . . .0. . . • . PERC. TEST
4. UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES HAVE BY OWNERS. — — PROPERTY ue
BEEN SHOWN FROM SURFACE LOCATIONS AND MEASUREMENTS — — — RIGHT-OF-wI
DRA
OBTAINED FROM A FIELD SURVEY,THEREFORE THEIR LOCATIONS 2. LEGEND: c — — ROA
CURTAIN
EDGE OF Roy
MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE IPF=IRON PIPE FOUND —— —
' "'"" EDGE Of DR"
OTHER UTILITIES WHICH THE EXISTENCE OF ARE NOT KNOWN. IRF=IRON ROD FOUND . . . . . . . . . . . . . . . MARKER
SIZE, TYPE AND LOCATION OF ALL UTILITIES AND STRUCTURES . . . . . . . WELL
MUST BE VERIFIED BY PROPER AUTHORITIES PRIOR TO ANY AND wA'fER SERM,
ALL CONSTRUCTION. CALL DIG SAFE 800-962-7962 PRIOR TO ANY w«-w- 64-- as-- "TANi DRA
EXCAVATION.
5.NO DRIVEWAYS, ROADWAYS OR PARKING AREAS SHALL BE
CONSTRUCTED OVER ANY PORTION OF THE SEPTIC SYSTEM. fo�c
1 SEPTIC PLAN
t".x I REF'.
4" PVC SCHED 40 OR 1 ,500 GALLON FIBERGLASS
CAST IRON SEPTIC TANK(5 BEDROOMS) TEST PIT LOGS
VERIFY LOCATION PRIOR TEST PIT LOGGED BY B. ROSENTHAL OF GIFFORD ENGINEERING ON 05/7/07.
TO CONSTRUCTION AND TOTAL: (60) ORIFICES NOTIFY ENGINEER MANIFOLD HOLE LOCATED 6:00 POSITION TEST PIT EXCAVATED BY BOBCAT MINI EXCAVATOR OPERATED BY MARK
REPLACE AS DIRECTED 2" PVC SCHED 40 OR 1-1/2" PVC SCHED 40 (20) ORIFICES PER LATERAL MULLHOLLAND ENTERPRISES.
I I BY EIGINEER PIPE
SDR 26 a
4, �"� ,� „o h rx n „N 1" PVC SCHED 40 TP i 1 f
I ��ti y� ' W PIPE 0.0 - 0.4 BROWN,MOIST SANDY TOPSOIL
/� / "� ^) 3s"Mopie -- ------ -L 0.4' - 3.0'BROWN,MOIST SILT AND SAND, TRACE GRAVEL, ML, WITH COBBLES
m8 I Q c> /Metal tter !RF / Apprak. Proper y l�esJee Note _ v -----____- AND ROCK FRAGMENTS,PROBABLE FILL WITH OCCASIONAL LAYERS
\ I O iRF O T I�� , c L
/� 7 , / - / I 6:00 LOC DRILL DIA HOLES
Grote -----------2 4 3.0 - SILT, PROBABLE NATIVE.
__ (4 6.00 LOCATION
' F GREY,WET CRUSHED STONE
I / ( I FF= O i 2>, --- -- I I 0
-� _ 6 0'BROWN WET SAND AND GRAVEL SOME SM
' hl 344.9 cor°ge & I Sh d I I I I� , 'I END OF TEST PIT 6.0'. WATER SEEPING AT 3.5'.NO EVIDENCE OF MOTTLING.
/ ' I I.I (20) 24 DRILL fHOLESK 12' IT TYPICAL @'
wl Apartment I m / i I / po Shown of r � 6:00 LOCATION 4 FLUSHING ASSEMBLY
I '
-- (SEE DETAIL)
------- TP-2-10" I (20) pza DRILL 4' 0.0'-FF- 0.5'BROWN MOIST SANDY TOPSOIL6:00 LOCATION
40.9�Asp It/Grovel
House I rn I I / c Lij ------------ 0.5'-2.0'BROWN,MOIST SILT AND SAND, TRACE GRAVEL,ML,WITH COBBLES
FF=335.7 I I I I U -
•Bosement=325.8 ` (20) #24 DRILL DIA HOLES 2• AND ROCK FRAGMENTS,FILL.
nc. Wol I 1
1 2"N s:ao LocaTloN ------------ 2.0'-2.5'DARK BROWN,MOIST TO WET SAND AND SILT WITH ORGANICS, SM,
7"LI fD Par I , I I I ( _f -------- 2- PROBABLE ORIGINAL GRADE.
u (20) #24 DRILL DUA HOLES 4' 2.5'-6.0'BROWN, MOIST TO WET SAND AND GRAVEL, SOME SILT, SM,NATIVE.
Coch
c C. ' I I I s:oo LocanoN -----_------ END OF TEST PIT @ 6.0'. WATER SEEPING AT 5.5'. NO EVIDENCE OF MOTTLING.
1---- Pine I (20) #24 DRILL DIA HOLES 2' 4'
q/� r I 6:00 LOCATION TP-3
(Q� ` \ " 1. 1' o ru on �I I 101 (16Q M�N. Eq. Leos ------------ BROWN, MOIST SANDY TOPSOIL.
_ / /�-1- Excovotion Pipe - _
_ �/ i / (20) #24 DRILL DIA HOLES 2•
I I1pr 1 �` - l ' 4' 0.5'- 1.5'BROWN MOIST SILT AND SAND TRACE GRAVEL ML FILL WITH COBBLES.
l � I ' I ( ` II - , 1 ' \ ��y 6:00 LOCATION ------------ 1.5' -3.0'+/- PLASTIC OVER DRY CRUSHED STONE. PROBED WITH ROD,UNABLE
I I °" itch \ \.y3s �`>ar 7 p� l o / / / 1
14" ° i TO DIG THRU STONE WITHOUT HOLE COLLAPSING.
I (20) �2a DRILL ow HOLES 2• 4'
6:00 LOCATION END OF TEST PIT AT 3'.NO WATER ENCOUNTERED.NO EVIDENCE OF MOTTLING
I U -
H use ADVANTEX AX20 4' PERC TESTS
I I /��� 1500 GALLON FIBERGLASS 6:00 LOCATON D�' HOLES
2
N� 2" PVC SCHED 40 OR RECIRCULATION TANK
SDR 26 ONE(1 ) DAY STORAGE 41 PERC TEST#l: 34 MINANCH
( ) (zo) p2a oRlu DIA HOLEs 2•
4" PVC SCHED 40 OR SURGE CAPACITY 6:00 LOCATION
CAST IRON GRAVELLESS TRENCH DISPERSAL PUMP _ -_ --_ PERC TEST#2: 18MINANCH
VERIFY LOCATION PRIOR R TRENCHES X 20 FEET LG. STATION e e e .-.- 4,
(zo) �2a oRlu Dla HOLES
( ) 6:00 LOCATION
TO CONSTRUCTION SEE DETAIL ------------ GRAVELLESS DESIGN CALCULATIONS
NOTIFYENGINEER 50% RESERVE LEGEND -----='_-- -� - - - - - �
AREA (20) #24 DRILL DL4 H0LEs 2
GENERAL NOTES: NOTES: --__ 6:00 LOCATION
CO 4' DESIGN FLOW = 5 BEDROOMS 110 GPD/PERSON
"" "'" 97 CONTOUR LINE
1. PLAN INFORMATION PROVIDED BY GIFFORD ENGINEERING. 1. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. -----_------
97 PROPOSED CONTOUR ---------_ _ = SSO GALLONS PER DAY
2. PLAN PROVIDED ELECTRONICALLY BY AZIMUTH SURVEYING. PROPERTY LINES SHOWN ON THIS TOPOGRAPHIC MAP ARE FOR OFFSET LINE (20) #24 DRILL DIA HOLES 2
3. NORTH ORIENTATION BASED ON MAGNETIC READING AT TIME OF ORIENTATION PURPOSES ONLY AND ARE AS PER EXISTING SURVEYS . . . . . . . . . . . . . . . . TEST PIT 6:00 LOCATION PERCOLATION RATEM = 34.0 MINS/INCH (SEE SOIL DATA SHEET)
SURVEY. PREPARED BY COULTER AND MCCORMACK THAT WERE PROVIDED PERC. TEST
4. UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES HAVE BY OWNERS. -•- PROPERTY LINE SLOPE DESIGN APPLICATION RATE _
BEEN SHOWN FROM SURFACE LOCATIONS AND MEASUREMENTS - - - RIGHT-OF-WAY 2.12 GAL/DAY/SQ FOOT
OBTAINED FROM A FIELD SURVEY,THEREFORE THEIR LOCATIONS 2. LEGEND: C CURTAIN DRAIN REQUIRED SEEPAGE TRENCH AREA = 550 GAL/DAY
MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE IPF=IRON PIPE FOUND ----------- EDGE OF ROAD
OTHER UTILITIES WHICH THE EXISTENCE OF ARE NOT KNOWN. IRF=IRON ROD FOUND
- ••.. ' .•••• ••"•.• ."' EDGE OF DRIVE 2.12 GAL/DAY/SO FT
SIZE, TYPE AND LOCATION OF ALL UTILITIES AND STRUCTURES . . . .•• • • • . • MARKER = 260 SO FEET
MUST BE VERIFIED BY PROPER AUTHORITIES PRIOR TO ANY AND WELL ACTUAL TRENCH SIZE = 1 FT * 260 LINEAL FT
ALL CONSTRUCTION. CALL DIG SAFE 800-962-7962 PRIOR TO ANY -sw -n -sw -n - WATER SERVICE LINE
EXCAVATION.
G•9- C-s- C-9-- C-9- CURTAIN DRAIN SOLID
=
5. NO DRIVEWAYS, ROADWAYS OR PARKING AREAS SHALL BE GRAVELLESS TRENCH 260 SO FEET
CONSTRUCTED OVER ANY PORTION OF THE SEPTIC SYSTEM. M■M■ M M■■■■11111111 50% RESERVE AREA
1 SEPTIC PLAN 2 PRESSURE DISTRIBUTION DETAIL 3 TEST PIT LOGS AND DESIGN CALCULATIONS
1"=20' REF: NTS REF: NTS REF:
Shallow Gravelless Drain Field Detail
-- 40'
12:o0
A O'CLOCK
HOLE t SKY
3'
GRAVELLESS SYSTEM
A CONSTRUCTION CRITERIA
9:00
O'CLOCK -+- 3:00
1 . STAKE OUT GRAVELLESS AREA IN ACCORDANCE WITH SITE PLAN. HOLE HOLE CLOCK
2. ALL ABOVE GROUND VEGETATION SHALL BE CLOSELY CUT AND j GROUND
REMOVED. TREE STUMPS SHALL BE CUT FLUSH WITH GROUND
AND ROOTS SHALL NOT BE REMOVED. NOTE`
SEE LATERAL DETAIL
6:00 FOR HOLES TO BE
3. DOSING PUMP/SIPHON DISCHARGE LINE FROM PUMP/SIPHON CHAMBER HOLEcK DRILLED AND
HOLE LOCATION
TO THE POINT OF CONNECTION WITH DISTRIBUTION PIPING HEADER
SHALL BE INSTALLED.
4. PLOW AREA TO A DEPTH OF SEVEN (7) TO EIGHT (8) INCHES
PARALLEL TO CONTOUR. THE PLOW THROWN SOIL SHALL BE
UPSLOPE. NO VEHICLES ARE ALLOWED ON PLOWED GROUND.
CONSULTANT SHALL REVIEW SITE.
NOTE: 5. PLACE FILL MATERIAL ON PLOWED AREA. CONSTRUCTION 6 LATERIAL PIPE DRILLING DETAIL
1 . NO FILL WILL BE IMPORTED TO SITE OTHER THAN EQUIPMENT SHALL NOT BE ALLOWED ON PLOWED AREA UNTIL AT
SAND FOR LEACHFIELD LEAST SIX (6) INCHES OF FILL MATERIAL IS PRESENT. NTS REF:
2. THREE(3) FOOT OF SEPARATION IS MAINTAINED CONSTRUCTION SHALL NOT TAKE PLACE DURING TIMES OF HIGH
FROM BOTTOM OF TRENCH TO GROUNDWATER SOIL MOISTURE CONTENT.
6. BUILD FILL MATERIAL DEPTH TO TOP ELEVATION OF GRAVELLESS AREA
PER GRAVELLESS CROSS SECTION AND ELEVATION DRAWINGS. THE FILL
MATERIAL DEPTH SHALL BE CONSTRUCTED TO TOP ELEVATION
AND HAND LEVELED.
7. EXCAVATE GRAVELLESS TRENCH IN ORDER TO ACCOMMODATE THE REVISION 3, DEC. 13, 2007: AS-BUILT
HALF SHELL. REVISION 2, NOV. 15, 2007: REVISED TRENCH SPACING FROM 5' TO 4'
8. PLACE LATERAL PIPEING IN TRENCH AND HALF SHELL PVC LATERAL REVISION 1 , SEPT 18, 2007: PER TOWN COMMENTS
WITH HOLES PLACED UP. PIPE LATERALS SHALL BE LEVELED WITH
A LASER. DATE: AUGUST 1 , 2007
COVER HALF SHELL WITH SAND. /8" ORIFICE DRAWN: GNS
EXISTING __ BIRCHENOUGH
CHECKED:
AND FINAL INSPECTION CPORT 9. SYSTEM SHALL BE TESTED PRIOR TO COVERING BY CONSULTANT. PROJECT: NY1 102
GRADE . . . . . . . . .
10. AFTER TESTING, COVER ENTIRE GRAVELLESS AREA WITH NATIVE PVC ORIFICE SHIELD SCALE: AS NOTED
. .. SOIL/TOPSOIL (NO CLAY) IN ORDER TO SUPPORT VEGETATION
ORIFICE SHIELD DETAIL- 6:00 O'CLOCK POSITION CONTACT ENGINEER TO
NATIVE BACKFILL ' 1" THREADED PLUG PER GRAVELLESS CROSS SECTION DRAWING. FIELD VERIFY ALL SITE PLAN AND DETAILS
1" BALL VALVE 1 1 . THE ENTIRE GRAVELLESS AREA SHALL BE SEEDED OR SODDED IN LOCATIONS PRIOR TO 340 CLEVERDALE ROAD CLEVERDALE, N.Y.
12" DIX PIP PIPE, 45' ELLS OR SWEEP ORDER TO PROVIDE A VEGETATION COVER. CONSTRUCTION
CUT IN HALF
1" DIX PVC PIPE, E APPROVED BY
OF SHEET
1/8" HOLES AT
2' - 6' ON CENTER s`PI' SCHREIB ENGINEERING PC .
f*�0�A NOR�yy,4
12' -� % CONSULTING ENGINEERS
3 MIN. SEPARATION W A APPROVE DATE
TO GROUNDWATER SOUTH SHORE ROAD
Section A-A Profile-Flushing Assembly Detail �� c9 THREE MILE BAY, NEW YO R K
scale:none scale:none OF 2
4 SHALLOW GRAVELLESS DRAIN FIELD DETAIL 5 GRAVELESS SYSTEM NOTES 7 ORIFICE SHIELD DETAIL
REF: INTS RE60 NTS REF: DRAWING NO . : NY1 1 02 - 1 - 1 REVISION 3
J:\NY1102-1A_S1_R4-BDR_A.dwg, 12/14/07 04:52: 16 PM, HP DesignJet 500 24 by HP.pc3
Approximate Area Of Select Fill, (12'x8'x8"+/-), Place ��� — - �, START — UP & MAINTENANCE —ADVANTEX
2" Dia Sch 40 PVC Filtrate Return 3%8" Sand Or Pea Stone, Level And Compact Fill / ,ed
Pipe, Set At 1/4" Per Ft Slope Minimum Finish Grade, Backfill With Sand Or Pea 1, The treatment units shall be installed in accordance with the Orenco Installation
1" Dia Sch 40 PVC Pod Feed Pipe, Stone. Rake Smooth & Grade To Drain, °
u In tall To Drain Back To Pump Surface With Bark Mulch Or Pea Stone o°go °. Guide for AX Treatment Systems.
AdvanTex AX20cw Pod w/Anti-Floatation Flanges, Locate
Unit Between Risers & Across Tank. Set Unit Level, :.:o. o: 2, All treatment modules shall. be equipped with anti-flotation flanges unless
Both Ways With Top 2" Above Finsh Grade %/� /� /� Stop 8" Of Sand Or Pea there is a demonstration that flotation is not a ro'clem on a articular site
30" Did x 72" High PVC Final Discharge Stone, Level And Compact p:C p p
Anti-Floatation Flanges Bolted onto unitor that on alternative system has been approved by the Agency,
Pump Basin w/1' Splice Box Grommet ° ° ° i
'FBAX3072+5` ;e'. 1b On Sc' d Base ° ` °° ��% 4oa ° // 3 STAKTUi SHALL BE i--- ORh1ED BY WASTEWATER TECr NL�OhIFS INC
Splitter Ball Valve
AssemblyRSV"O ,
( ) Continue to Place 3/8" Sand Or Pea one 4 The treatment units shall be operated in accordance with the Orenco Installation
1500 gallon, 2 Compartment, °o° °m° °e° In 12" Lifts, Compacting As Material Is Guide for AX Treatment System-
Orenco �Qg°
Orenco Fiberglass Tank e e o Placed. Level Surface At Top Of Tank. 5, In accordance with State of New York rules the owner of a property where
24" Did x 36" High PVC Riser i rX TM
?"r
Over 22" Did opening In Tank (°e° e °e° e °e° �� oho °•.cGo � an Advantex system has been installed shall have a valid maintenance
�go. ° j/ contract In force at all times, The minimum length of any contract shall be
4" Did Sch 40 PVC Sewer Pipe, °m° e °e° e °a° Th °° T d d
With 4" Did PVC Tee. Set At i / ---"" ° ° - for a period of one(1) year, he inspection shall be performe in accord
/4" Per Ft Slope Minimum /°�° °e° °�° °e° °�° �rk coo°oa ° °°°° with the manufacturers Operation and Maintenance Manual
The firs nspel- air s a,, be completed no later ,run 6 months ofFc
Inlet 0S 3.0' lacing the system In service, The second inspection shall be completed
Discharge Pipe To Force Carefully Place 3/8" Sand Or Pea tone Up To p y y p p
Main And Discharge Fields Flange Level. Work Material Under Tank To Leave / no later than 12 months after placing the system in service, Subsequent
2" Did Sch 40 PVC Filtrate Discharge No Voids, Compact Material As It Is Placed. ' inspections shall be completed at least once per year based on the date
z e S 1 4" r inim m e e o e Pipe _et At / Per Ft Slope M u °o c° o °° o c° o a c° when the system was first placed In ser vice,
Recirculating Pump Set-Up °°°°°°°' °°°°° °°
30" Did x 36" High PVC Riser Place 12" (6" On Ledge) Of 3/4" Crushed °Q�o� °���� °
e e e 0.5'
Over 24" Dio opening In Tank Base Material. Level Surface And Compact. °°oa //
° / 3/8" Pea Stone May Also Be Used.
3 4" Elect. Conduit Connection -
1.0' 6.0' 1.0, /1 -
�- ---j d Excavation & Backfill Detail AijFV Ai EX AX — 2-'
- Operation & Maintenance Requirements
/
Plan View %ice
AdvanTex type systems are backed by a limited one(1) year warranty,
%�
As part of the of the warranty and approval requirements an ongoing Operation &
Maintenance Contract for the AdvanTex system is required.
24" Dia Fiberglass Insulated stated in
Optional 6%6" Preasure Treater: Lid (FL30G12) Control Panel Mounted On
Londescape Timber Border Finish Grade, Backfill With Sand Or Pea 24" Dia x 96" High PVC Final Discharge Outside Wall Or Pedistel
Stone. Rake Smooth & Grade To Drain, Pump Basin, Set Plumb On Solid Base (VCOM-AXB1 HT SA)� --Alarm Uahf & Audible Alarm
n Once Area A iacent To, Eis'em To P,ov'ce 24" Dia Fiberglass Insulated Surface With Bari :, �cr, Or Pea Stone 30" Did PVC Riser Optionai 6"x6" Preasure Treated --
Positive Drainage Away From Area Lid ic] Fi 2-4BU C RRAX3036+R+S
( ) AX 20 W Pod Vent ( ) Landescape Timber Border SEASONAL WINTER OPERATION
N O JL Eli S ° TESTING
N.. oZLho FOR WINTER/SEASONAL OPERATION, IF ALL TANKS, CHAMBERS, RISERS AND EORCEMAINS SHALL BE
0`•• � Q.bo �' �'• °Q°° Phone Line ADVANTEX SYSTEMS NOT BE USED, THE WATERTIGHT AND FIELD TESTED FRO WATER-TIGHTNESS
.Vo. Electrical Splice Box (SB4) FOLLOWING SHALL BE DONE
o. o,.: o.00,; C. IN CONTROL PANEL, TOGGLE DISPERSAL
24" Did PVC Riser °, n °8 °' 8.° SBCS075 C❑NDUIT
°, � AX 00 CW Pod Discharge Pipe To Force
Seal Pipe Penetration SEAL PUMP SWITCH TO THE MANUAL
(RU2436) Main And Discharge Field POSITION, OPERATE PUMP UNTIL Maximum AHoWed WosteWater Strength
In Foundation Wall —� -
4" Did Sch 40 PVC Sewer DISPERSAL PUMP STATION S LOWERED
/— • ot' °•..fa GRAVELLESS DISPERSAL SYSTEM - Residential and other
I / o•Ue 1 /4" Pcr Ft Slope •'•.v°•. 2„n'a Scl',O PVC Flex P;ae T,'� p^I i,•-�,� —_�
__ a NT SUS THA.- P
Min. w/ Inlet Tee ;fig °gg ;4io Assemaiy Between Pump 4'+/- To Bottom " MOTOR TOP IS EXPOSED.
low strength domr,°tic was:ewater
Basin And Force Main
b. NOTIFY WASTEWATER R TE 0 GIES BED 5 < �30 mg/1
Inlet Power Feed L E CHNOLO TSS < 150 mg/1
--� 6"To 8"Sand Or Pea 3/16" Dia�Weep Hole To Recirc Pump INC. OF- NON—U`=;E AND FOLLOW THEIR O&G < 25 r1g/l
Sewer Line Cleanout Stone, Level And Compact
to Backdraln To Disch Pump INSTRUCTIONS." FLOW SHALL BE LIMITED TO A MAXIMUM OF 550 GALLONS PER DA
-
�Invert Elevation At Foundation Wall Anti-Floatation Flanges Finis Ground w THE SYSTEM IS DESMNED FOR DOMESTIC WASTEWATER
To Be Field Determined And Verified I Bolted Onto Unit -Control Float Assembly NO HAZARDOUS MATERIALS, PAINT, ANTIBGTICS,I ( (I I I I I I (MF3A Y, B, R)
DR HOUSEHOLD TRASH SHOULD BE DISPOSED OF INTO THIS ONSITE
-2'bia Sch 40 PVC Hose & Control Panel Power Feed: (Main Panel - Both Pumps May Activate At The Same Time) WASTEWATER TREATMI NT SYSTEM.
1500 Gal, 2 Compartment, Valve Assembly (HV20OBCX-DB)
Fiberglass Tank Circuit 1=Controls, 20a Bkr, 1 15v, 1 Ph, 50Hz (3ea Wires 10AWO Stranded-120vac)
. 'Cc Bk,, ' 'Sv, 1 Ph, 501 z (3ec 'Nires 10A,,% S;,nded-'20vac) -
NOTE: See Tank Section D t I O Final Discharge Pump Set-Up Phone Line= Std Analog, Common Line, Outdoor 4 Conductor(Rodlo Shack 278-386)
For Control Float Settings Mod. Ouick Jack(Rodio Shack 279-355, 2Ft Line Cord(Radio Shack 279-334) ADVANTEX PARAMETERS I
Control Panel -c. =ump/rioats: (Wires For Each Pump Location) 1. his plan set is based upon the expected flows and waste strengths
Floats: 4 Wires, 14AWG Stranded (3eo Feed, lea Common Return) dated 08/06/07 for the purpose of serving Birchenough. Any
Pump: 3 Wires 12AWC Stranded (3ea Hot, Netrual, Ground) changes in usage that would affect flows or waste strength requires
SyStern Section View c review by this designer.
-- 2. Once a facility is placed into operation, the flows and waste strengths
p� to the facility should be monitored. If flow or any of the influent
Recirculating Pump Set-Up 'ontrol Ck Electrlccl Requirements waste strengths exceed those listed in the plan set, measures should
be taken to reduce these parameters to those listed. Otherwise
additional treatment capacity and plant expansion will be
Tecesscry.
pp 3. Co not dispose of toxics or chemicals into the system. Examples:
AdvinTex
AX20cw
� 1 o d
� IFb e Tonk ,--
\ / ° \� _ sha poo, ast epers, cs, or rnywax strippers for l noleum, carpet\VJ l B � c s (J`' �/ �J` f� ro @�, �+ shampoo, waste products, or an other toxins.
9 J GARBAGE DISPOSAL 4. 'Water softener brine discharge is strongly prohibited from being
_ GARBAGE DISPOSAL SHALL NOT discharged into the AdvanTex advanced treatment system. Failure
NTS BF PERMITTED to adhere to this policy will void Orenco's warranty.
_ Orenco Systems®
WTI AX20cw MIB EGT k CPC 3BR RevO 105 - Incorporated
PUMP RATING CONDITIONS
WASTEWATER
PUN% S--A- oN -o T-x FILTER TECHNOLOGIES INC.
FLOW(GPM) 29
HEAD(FEET) 21WTI
Controls and Alarms TOWN OF QUEE Y
30" Di Fiber lass Lid w 2" Insulation Shall be l sted per UL 508 Panels shall be repairable in the field without the use of soldering irons o TEXTILE FILTER TO DISPOSAL FIELD
24" Did Fiberglass Lid w/2" Insulation g / substantial disassembl Panel shall be Orerco Systems, Inc, Model VCOMM-AXBI control panel meeting SEPTIC TA1`�T1K FLOW(GPM) 33 BUILDING & D
And Lid Bolts (FL24G12-4BU) And Lid Bolts (FL30G12) Y� Y p g
the followlr� MATERIAL: CONCRETE OR � � MAIN OFFICE
24" Dia x J6" High PVC PVC Splice Box With 30" Dio x 36" High PVC Access Riser g FIBERGLASS HEAD(FEET) 20 Reviewed 13 PHONE: 877-212-3219
FAX: 802-893-6605
Access Riser (RU2436) 4 Cord Grips (SB4) (RRAX3036+R+S) w/RSV Bracket & Splice 1 VerlComm , Remote Telemetry Unit ATRTU 100 36/18 VAC (center tap transformer), 8 digital CONSTRUCTION SPECIFICATION: Date: NEW YORK OFFICE
Conduit Seal Kit SBCS075 Box Grommet (G1) Installed p g p g' p g p DOSE VOLUMES PHONE: 315-649-2222
( ) inputs, 4 analog nuts, 4 dl Ital outputs, 0 analog outputs, on board modem (2400 baud), LED ERR APPENDIX 3-A
3/4" Did PVC Conduit With 1" Did Sch40 PVC Discharge Assembly in input and out ut Indicators 1 year batter backu of data and program ram settle WATER TIGHT CONSTRUCTION _ FAX: 315-649-2222
Bond Riser To Tank Adapter With el i :e e P P y battery p p 9 g`
Glued Joints, To Control Panel �� r;/Pipe Gramm._ G L) Id Ins,a D=SIGN FLOW < 66 / GA-/JA F cuLAT oN oCs_ = i s cALLc�s
Supplied MA320 A �a A,Dr, Typ.) x CAPACITY = -1500 GALLONS
�2 "Pink Board nsul. 2, Motor-Start Contactors 120 VAC: 14 FLA, 3/4 h 60 HZJ 2,5 million cycles at FLA (10 million of DISPERSAL DOSE = 33 GALLONS INCONJLNCTION WITH
4" Dio. Sch 40 PVC Sewer Pipe Bond Riser To Tank Adpt With \ By Others If Needed p'
With 4" Dio PVC Inlet Tee MA320 And ADH100 (Typ.) -�� 50% of FLA). 240 VAC: 14 ELA, P hp, 60 Hz; 2,5 million cycles at ELA (10 million at 50% of FLA,
To Outside Of Tank Ref. Point I1 To AX Pod Inlet
p ( ) � ������ ENGINEERING ,
� �, °
6' To 1r• over Top of Tank 3 Toggle Switches Single-pole switch,, a�atic On, with spring loaded, momentary, manual On 20 MANDATORY REGULATORY REQUIREMENTS
Tank Adapter (PRTA30) A, I hp. SECONDARY TREATMENT UNi rS(STU ) CONSULTING ENGINEERS
11„
20"+/- Emergeney storage Vol, 20' Cast Into Tank (Typ.} 4, Control Circuit Breaker 10 A, OFF/ON switch, Single pole 120 VAC, double pole 240 VAC, DIN ADVANTEX TREATMENT UNIT P.O. BOX 171
Appro*I,nately 422 gaffs. 20" Top of RSV THREE MILE BAY, NEW YO R K
Ball Cage rail mounting with thermal magnetic tripping characteristics 1. THE SYSTEM SHALL BE DESIGNED, INSTALLED AND
5'+/- Operating Surge Vol. 22" OPERATED IN ACCORDANCE WITH THE MANUFACTURERS
Approximately 177 gals. - HW Alm Fit =
5 pump Circuit Breakers 20 A,OFF/ON switch, S'��nle ool•e, 120 VAC, double pole 240 VAC. DTN REQUIREMENTS
- GVR Fit 3 Float Control Assembly roll mounting with thermal magnetic tripping characterisrtics, 2. a GGTU CH L- INITIAL PROVIDED
EIVANCE CONTRAe� FOR
29° THE STU SHALL BE PROVIDED TO THE TOWN OF HURON.
3g"+j- Minimum Liquid Vol, (MF3A Y, G, W) 3. THE MAINTENANCE CONTRACT SHALL BE IN FORCE FOR
ea Approximaley 1153 gals. LW Alm/RO Fit 6 Fuse 120 VAC Primary, 36 VCT @ 0,85 A Secondary. THE LIFE of THE SYSTEM.
Turbine Effluent Pump 4. WASTEWATER TECHNOLOGIES INC.(WTI) SHALL SUPPLY
32"
(P300511) 7 Transformer 250 VAC, 1 A. TOWN OF CLEVERDALE A COPY OF YEARLY
1500 Gal, 2 Comp Septic/ Recir Tank MAINTENANCE REPORT. AFTER THE INITIAL THREE(3)
(Tank Comp = 1000d / 500g ) Biotube Pump Vault YEAR MAINTENACE CONTRACT AND SUBSEQUENT YEARS,
32" (PVU68--9425-L) 8, Audio Alarm 80 dB of 24 in, (610 mm), warble tone sound WTI SHALL NOTIFY THE TOWN OF CLEVERDALE IF DATE: AUGUST 1 , 2007
CONTRACT IS NOT RENEWED. DRAWN: ONS
5. THE DETAILED REQUIREM NTS OF SUCH MAINTENANCE. ERCHENOUGH
9 Visual Alarm 7/8 in, (22 mm) diameter red lens, Push to sllence NEMA 4, 1 W bulb, 120 VAC. E LED E u0 E cE. CHECKED:
6. THE CURRENT AND FUTURE HOMEOWN[_RS PROJECT: NY1102
T , ',r.•nel Enclosure Measurss 155 In� r� g- x 13,3 r,,De x 6 7 �eep t
(384 rnm� x 338 �^T- x 1?G SCALE: AAS `,.OTED
23 mm), NEMA 4X rated. Constructed of IJV resis Cant fiberglassi hinges and latch are stainless steel.` _ CONTACT ENGINEER To S TE PLAN
Excavate 12"+/- Beyond Tank Footprint, Backfill With Clean, Place 12" Min, (6" Min. On Ledge) Of Crushed Stone, FIELD VERIFY ALL
3" Minus Gravel To Tank Top. Bed And Backfill Around All Level And Compact Entire Surface. Tank Shall Be Placed LOCATIONS PRIOR TO 340 CLEVERDAEE CEEVERDAEE, N.Y.
Pipes, Pod & Risers With Clean, 3/8" Sand Or 3/8" Pea Stone. Level, Well Seated, And Un-damaged. Vacum Test Or Fill CONSTRUCTION
Grade Surface To Drain And Cover With 2" Of Bark Mulch. With Clean Water, Note Depth To Surface, 24 Hrs Note Any Drop, NOTES : INSTALLATION
APPROVED BY
❑RENC❑ ADVANTEX TREATMENT SYSTEM SHALL BE INSTALLED PER MANUFACTURERS REC❑MMENDATI[INS WTI SHEET
� 4F NEW
AdvanTex 1 i gC , Fiberq ass Two Compartment, Septic Recirc Tank— JBr AND AN AUTH❑RIE'ED ADVANTEX DEALER.- I ��aoRM,�tio�� � o )
NTS �. �� S AR _P ❑F THE ��� E�C� ADu��T:�'-X �KEATN-� SYSTEM S�A�_ BE F� ��ERMED ?" c�� s ��
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