1.1 1.1
WASTEWATER-SEWEWSetPFFChant System With Absorption Field to Well&Restate Approval of2011—InAPA-9-12-2022
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF SEAN CHANT
RESOLUTION NO.: ,2022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is
authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal
Ordinance, and
WHEREAS, Sean Chant has applied to the Local Board of Health for a variance from Chapter
136 to install an Enhanced Treatment Unit (ETU) septic leaching system as part of a replacement
onsite wastewater treatment system (OSWTS) approximately 50' from the existing well in lieu of the
required 100' setback on property located at 22 North Lane in the Town of Queensbury, and
WHEREAS, by Local Board of Health Resolution No.: BOH 16,2011, a variance was granted
to the prior property owner to install an absorption field 0' from a watercourse (wet area) in lieu of the
required 100' setback as part of the prior owner's plan to replace the OSWTS, a permit was issued to
construct the system, and an Agreement was entered into with the Adirondack Park Agency(APA)to
implement the plan; however, the permit expired and therefore the Applicant is also applying for
written Town approval for the variance to install the replacement OSWTS design previously
authorized by Resolution No.: BOH 16,2011, i.e., to locate and install the OSWTS/absorption field 0'
from a watercourse(wet area) or within the wetland as a replacement area cannot be provided,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing
on Monday, September 26t", 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Sean Chant's sewage disposal variance application concerning property
located at 22 North Lane in the Town of Queensbury(Tax Map No.: 226.19-1-60) and at that time all
interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice
to neighbors located within 500 feet of the property as required by law.
Duly adopted this 12t'day of September, 2022,by the following vote:
AYES
NOES
ABSENT:
RESOLUTION APPROVING SANDRA POULOS' APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCE
RESOLUTION NO.: BOH 16,2011
INTRODUCED BY: Mr.Ronald Montesi
WHO MOVED ITS ADOPTION
SECONDED BY: Mr.John Strough
WHEREAS, Sandra Poulos filed an application for a variance from provisions of the Town
of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install an absorption field 0'
from a watercourse (wet area) in lieu of the required 100' setback on property located at 22 North
Lane in the Town of Queensbury, and
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health conducted a public hearing concerning the
variance requests on Monday, May 161h, 2011,and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW, THEREFORE, BE IT
RESOLVED,that
1. due to the nature of the variance, the Local Board of Health determines that the
variance would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variance is necessary for the
reasonable use of the land and is the minimum variance which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
applicant; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves Sandra Poulos' application
for a variance from the Sewage Disposal Ordinance to install an absorption field 0' from a
watercourse (wet area) in lieu of the required 100' setback on property located at 22 North Lane in
the Town of Queensbury and bearing Tax Map No.: 226.19-1-60.
Duly adopted this 16 1h day of May, 2011,by the following vote:
AYES: Mr. Strough,Mr. Brewer,Mr. Stec,Mr. Metivier, Mr. Montesi
NOES: None
ABSENT:None
2
e
John O'Brien
From: Garry <grobinsonpe@gmail.com>
Sent: Tuesday,August 30,2022 9:34 AM
To: John O'Brien
Subject: Fw: E2008-0294
Attachments: E2008-0294-20130318-JMB-L-F-SAcover-Poulos-sas.pdf
John,
I don't know if this works or not. If it does not work give me a call and I will get something more
specific.
GR
Garry Robinson, P.E.
Consulting Engineer
114 Monument Drive
Schuylerville, NY 12871
Phone & Fax: 518-695-3655
Cell: 518-796-4265
Email: grobinsonpeQ-gmail.com
------ Forwarded Message ------
From "Purzycki, Alicia J (APA)" <Alicia.Purzycki(@-apa.ny.gov>
To "GRobinsonpe(U-)-gmail.com" <grobinsonpe(a)-gmail.com>
Cc "Burth, John M (APA)" <John.BurthRapa.ny.gov>
Date 7/26/202211:52:38 AM
Subject E2008-0294
Hi Gary,
As discussed, the provided 2-sheet set of plans titled "Proposed Replacement Wastewater Treatment
System for the Poulis Residence" prepared by EDP dated last revised June 24, 2011 is consistent
with the E2008-0294 authorized plan set. In order to comply with term 1 of the executed settlement
agreement (see attached) please obtain written Town approval to install the replacement OSWTS
design as previously authorized and submit written certification that the OSWTS design was installed
in accordance with the plant set. Please let me know if you have any questions, thanks
Alicia
Alicia Purzycki, P.E.
Professional Engineer 2
NYS Adirondack Park Agency
PO Box 99
1133 NYS Route 86
Ray Brook, NY 12977
Work Cell: (518) 817-5722 alicia.purzycki c(r7apa.nV.gov
www.apa.ny.gov
1
STATE OF NEW YORK: ADIRONDACK PARK AGENCY
-------------------------------------------------------------X
In the matter of the apparent
violations of Executive Law
§ 809 (2) (a) and 9 NYCRR Part
578 on lands owned by: SETTLEMENT AGREEMENT
Agency;F'
SAMRA POTJLOS
Respondent, on property located in r APR i 6 21013
the Town of Queensbury, Warren County
(Tax Map Parcel 226.19-1-60)
ADIRONDACK PARK AGENCY
LUA: Moderate Intensity Use
-------------------------------------------------------------X
WHEREAS:
1. Pursuant to Executive Law Section 809 (2) (a) , a permit is
required from the Adirondack Park Agency prior to the
undertaking of any land use and development involving
wetlands in a Moderate Intensity Use land use area in the
Adirondack Park.
2 . Pursuant to 9 NYCRR Part 578, a permit is required from the
Adirondack Park Agency prior to the excavation of, deposit
of fill in, or construction of any road or structure in a
wetland in the Adirondack Park.
3. Tax Map Parcel 226.19-1-60 ("Lot 600) is an approximately
.34 acre pre-existing property located entirely within a
wetland in a moderate Intensity Use land use area. Lot 60
is improved by a pre-existing single family dwelling with
an 8.75 square foot footprint and a pre-existing wastewater
treatment system, both located in wetlands.
Respondent is the current owner of Lot 60, as described in
a deed recorded in Book 3133, Page 157, in the Warren
County Clerk's office.
4. Agency investigation reveals that, in 2008, Respondent's
agent replaced the pre-existing piers supporting the single
family dwelling on Lot 60 with a cement foundation,
constructed a gravel driveway and footpath to the dwelling,
and filled wetlands surrounding the dwelling with topsoil.
This new land use and development resulted in the
Adirondack Park Agency File E2008-294
March 18, 2013 Settlement Agreement
Page 1
excavation and filling of wetlands on Lot 60.
No permit was obtained from the Agency prior to this
excavation of, deposit of fill in, and construction of a
foundation and driveway in a wetland.
5. On March 22, 2011, Agency staff received from Respondent a
plan, entitled "Proposed Replacement Wastewater System for
the Poulos Residence, " prepared by Environmental Design
Partnership, LLP, and dated March 15, 2011, for replacement
of the wastewater treatment system located on Lot 60. On
July 6, 2011, the Town of Queensbury Town Board approved
implementation of this plan.
6 . Respondent desires to resolve this matter and agrees to be
bound by the terms of this Settlement Agreement.
NOW, THEREFORE, THE AGENCY AND RESPONDENT AGREE AS FOLLOWS:
1. By December 31, 2013, Respondent shall implement the plan
described in Paragraph 5 above for replacement of the
wastewater treatment system on Lot 60. Within 30 days of
replacing this wastewater treatment system, Respondent
shall submit to the Agency written certification by a
design professional (i.e. licensed professional engineer,
licensed architect, exempt licensed land surveyor) that the
plan was implemented as approved.
2 . By December 31, 2013, Respondent shall disconnect all pipes
associated with the pre-existing on-site wastewater
treatment system on Lot 60.
3 . Respondent, her successors or assigns may replace the
single family dwelling on Lot 60 on the same footprint as
the existing structure without an Agency permit. Any
expansion in footprint of this dwelling or replacement
structure shall require a permit from the Agency.
4. The violations referenced herein shall be deemed to be
finally resolved with respect to Respondent upon the full
execution of this Settlement Agreement.
Adirondack Park Agency File E2008-294
March 18, 2013 Settlement Agreement
Page 2
Dated.. Apr-1') I7 2013
Ray Brook, New York
ADIRONDACK PARK AGENCY
By:
T rq deFranco Ma Lino
Executive Director
STATE OF NY
SS:
COUNTY OF
On this 7 day of r in the year before me, the undersigned, a Notary
Public in and for said stage personally appeared Terry deFranco Martino, personally known to me
or proved to me on the basis of satisfactory evidence to be the individual whose name is
subscribed to the within instrument and acknowledged to me that she executed the same in her
capacity, and that by her signature on the instrument, the individual, or the person upon behalf
of which the individua* acted, executed the instrument.
Rc�tary SUSANA.STnElr7F
Notary Public-State of New Vr:.rN
Qualified in Franklin County
No.OIST6229306
Commission Expires Oct,12,201 q
AGREEMENT
Respondent agrees to the terms set forth in this Settlement
Agreement to resolve the matter of Adirondack Park Agency File
E2008-294 .
By: Sandra Poulo
STATE OF
SS:
COUNTY OF
On this day of in the year L3, before me, the undersigned, a Notary
Public in and for said Stale personally appeared , personally known to
me or proved to me on the basis of satisfactory evidence to be the individual whose name is
subscribed to the within instrument and acknowledged to me that she executed the same in her
�-qp which
a� ty' and that by her signature on .�he instrument, the individual, or the person upon behalf
o !.bthe i7d.'vidual to , e_xecuted the instrument.
f , 1
ota7olic
0 0 -'
X407,
CH
Adirondack Park Agency File E2008-294
March 15, 2013 Settlement Agreement
Page 3
GARRY ROBINSON, P.E, LETTER OF
CONSULTING ENGINEER .,�.�►�N fi��j'�,,,�L •
114 Monument Drive, Schuylerville,NY 12871
Phone and Fax: (518) 695-3655 DATE: JOB NO,:
xB:
-,
TO: t
?�✓�i'.L(���I1 , ram? f cf 5r� f� ;�`..
NAc\o
l�J
COQUELN88URY �V
e CLERKS OFFICE
WE ARE SENDING YOU Attached ❑ Under separate cover via
the following items: c+
Shop Drawings ❑ Prints Plans ❑ Samples Other
❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Computer 4edia
COPIES DATE DESCRIPTION
THESE ARE TRANSAUTTED as checked below:
❑ For approval For your use ❑ As requested ❑ For review and comment
❑ PRINTS RFTUjKNED.AFTER LOAN TO US ❑ Other
REMARKS:
- v
1
COPY TO: SIGNED:
C0mP"d9MUMts%GRForm XGRTRAN
2 ,
Office Use Oniv�Q�v! s
SEPTIC VARIANCE
Permit#: (7-.
APPLICATION Permit Fee: rr--O�-K Anne)And
'own of Cj`uccn<bun
Invoice#: �� QUEEN
SBURY
742 Bay Road,Queensbury,NY 12804 \T- r
P:518-761-8256 www.aueensbury.net Approvals: \� ,A
Submittal: 1 (one) original & 8 copies of the completed application package
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
Section 1:
Contact Information:
Property Owner(s): // Owner's Agent:
Address: Address: f� -���` ' " � '
Phone#: ��" _ 1.� Phone#: ^f, '�
Email: S e Email: X'D, Also 0--dp
t
Section 2•
Site Information:
Site Address: � s' Ila Tax ID#: 2 p,??t f
Directions to Site:
Section 3:
6tPt-07
Distance from well on property to septic system (if applicable) ' feet '0A1 C*1,,6�
Awl 4-5 !:tip �i
Section 4:
sy�
Is it possible to install a conforming'septic system on this property? 5 Yes No
If YES, please explain and attach a diagram:
Section 5•
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? Yes ❑ No If No, please explain:
Section 6:
Is the proposed system to be installed under a parking area? ❑Yes No
Section 7•
Section of the Sanitary Sewage Ordinance from which you are seeking 1the variance(i.e. leaching system wiB be 9 ft.
from well in Iieu of required 100 ft.) •� U r`y `` r�n }�, jam, 5 )l,sa,.r /,��
.G26t5ed DeIc�fi'ilT�f`L621�
Septic Variance Application
,.- ) j%a417� ems.. la-�Me) °Ao
PLEASE ATTACH THE FOLLOWING TO YOUR,APPLICATION:
1. A location 'Map showing the site within the Town of Queensbury
2. A plot plan showing existing and proposed features of the property, including:
a. Lot dimensions
b. North,arrow and scale: 1 inch=40 feet
c. 'Location &dimensions of existing and proposed buildings, showing setback distances and
uses
d. Parking layout to scale (if applicable)
e. Physical features(street, steep slopes, lakes,wetlands, etc.)
f. Location of all wells and septic systems on neighboring properties
g. Adjacent ownerships
h. All properties within 500 feet
A sample plot plan and location are shown below:
t
t
Septic Variance Application Revised December 2021
r.
Section 8•
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this
information from the Town of Queensbury's Assessor's Office:
North Name
Ad dress
Tax Map ID 2ZL 1 q- ,3 -
South Name &r+A Zan e, ' U)h &d&
Address
Tax Map ID
East Name ,_�1"' a
Address Afer4O�A4 _
Tax Map ID
West Name + �77C1�2,
Address ®r zawacre'A2a...
Tax Map ID
Section 9•
OWNER STATEMENT
I/Wedo hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
PA 44 I/We realize that putting the well, septic tank or leaching system less than the required rr 0 feet
from.the I �j may increase the risk of pollution.
Owner---Print Name:
Owner—Signature: r:��2e& Date:
Section 1.0:
NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) /YX
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
I/We realize that putting the well, septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Neighbor/Tenant-Print Name:
Neighbor/Tenant-Signature: Date:
Septic Variance Application Revised December 2021
Section 11•
AUTHORIZATION AND SIGNATURE PAGE
This.page includes the Authorisation to Act as Agent form, engineering fee disclosure, authorization for site
visits,"other permit responsibilities and agreement to provide documentation required.
Complete the following.if the OWNER is using an Agent:
Owner's Name: le ' }Z
"Designates: a as agent re ar.ding the Septic Variance for-
Site,Address: 1f
Tax Map#:
Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic
design, storm drainage,etc.-as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the
Owner,Applicant and his/her/their agent hereby authorize.the Town Board of Health, building and code
Enforcement.Officers and Town Engineer to'enter the subject properties for the purpose of reviewing the
application submitted.
Please Note: Other permits may be required-for construction or alteration activity subsequent to approval by
the Town Board of Health. It-is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure: it is the practice of.the Town.Board of Health to Have a designated
stenographer tape record the proceedings of the meetings--resulting from the application, and that the
minutes transcribed from thos-e,tapes constitute the official.record of all proceedings. .If there is a discrepancy
between such record and the.handwritten minutes taken by the designated stenographer,the handwritten
minutes shall be deemed the official record.
I,the undersigned, have thoroughly read-and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER--PRINT NAME:-
. -
OWNER—SIGNATURE: nS'� �;-� DATE: $/01 - Z
AGENT—PRINT NAME:
01
AGENT--SIGNATURE: DATE: "
Septic Variance Application Revised December 2021
8/1r9122,12:57 PM 1
+ � f
E
Selected Parcel: 226.19 1-60 r
FI® 2208
NEWNUMBER 226.19-1-60 7,Yt
GISACRES 0.343095988035202 trttl
tom+
RPS ;� �,"�_ t M (a�
".i�'? '�'D.a� >,$ex,is c.=5i'�k� 4.'
SV4..22�:'i,9f 7�88�ia,-. ,�W.--�-`•�. W,. -4l'r..'s'` 'w"u _S...T 0"n"EYy"1`�' $ �' 2 ^:
tl1VER. TQ&tN202�Fa1r:iLYrTRtIST z;SSL 22G.T9 G2k. yam. SSL 22tr.tft f G3
A�. „ eR,VHQt�;aSJ�IAUGh'1'!OWNEkx THQr1�as.�v�av�;xv 1
Legend
3�� A Fn1�'.�Fti idl ✓j� � 1 VYtf•CII., � .:. '� �sS'9ti -! S 34 ^y +g `���3 ..
. ,a.as 'S ak44..�"��-' �.r l,_r •,� ���:��`� t :sy �� s", .r}.+sfy��,� �_
Utf 1�R: TQBtt"!ZQ2?Ffit�1LYT.RUST.
• Layer List
;11 N ®Waterlines a .
26.11 _t
Q4*►I ER JOHN hl: 'WEN :���� p Waterbodies X�
M Streams
0 Flood Zones
_. 0 Critical Environmental Areas F
p Mapped DEC Wetlands
QitvNER'JQI'�N r ®Mapped APA Wetlands
•. , f
'®'NWI Wetlands 1 ,
i'
f .x.
_ Measure
�` 48L::22S �t .�QiES.R$`a�NRlST1At�LECLE
QVVNER CHRlS77NE LECCE="1} Y E ;
F Buffers & Abutters --- ---
,r
Draw _ 4
���,��,�� ,�y ���`��� "•�,�.,�i,� ` ,� ti � � �-�Print -Tools._-w�._--�._ �..�
_. /LS 2 itf
e�w
..,.• "i1 �1 id4.:.4�5$ {�..7 .�O„,;y'!,�.++_r7
*''}.'VER7SR;4QI EYPALLEtu' t7t.4"VER 1R.11N I
fiSL:•226.7p-�^�°5 �.aGSL c2t.l i b9 x1F,�i1r.(� 8' 4
QY'}NER:"1. UI:B KiLLEEtY � .."$QVI`1YEt ^LESLtE S MLLEi1Y X
3 so
httpsJ/gbygis.queensbury nettwebapp/default.html?pid=226.19-1-60 1/2
LANDS N/F OF
JOHN E. KELLY III
9
S76*04'00"E
t
RETAINING E0 CONSTRUCTED
FROM TREATED _LUMBER AND
(3) PURAFLO TION PEAT
(WEEPING) WITH TO TF
STONE BED BELOW. TOP OF MOD
DISPERSAL BED TO BE A MINIMUW
150.00'
PROPOSED IOW GALLON
PUMP CHAMBER
PROPOSED 1000 GALLON PRECAST
TOP OF COVER=97.3t
CONCRETE SEP11C TANK
�i����""-��������•
TOP OF TANK-96.5t
TOP OF COVER-97.3t
INV IN-95.0t
OUT-94.0t
TOP OF TANK=96.5t
INV
INV IN=95.St
10' MIN. TO PROP. LINE
50' MIN. TO WELL
INV OUT=95.2t
AREA OF REPORTED EMSTING SEPI
V MIN. TO HOUSE
10' MIN. TO PROP. LINE
TANK AND OISPERSAL SYSTEM
I
50• MIN. TO WELL
'
10' MIN. TO HOUSE
1
�4' PVC BUILDING SEWERt,
10' MIN. TO HOME
AREA
a 344f
ACRES
LANDS N/F OF
LORI ANN SPARANO 1
I
I 1
/ FAI 1
1 i i I At
EXISTING WELL ,
r 1
„OI APPR0XIMA T£ i
to 1 LOW AREA \ i
(WE 7)r4\
j
1
a 77' TO I.P.F.
- - N76 il4'00"W - - , «�,mT
Ql�
NORTH LANE
,
SITE & SEPTIC SYSTEM LAYOUT PLAN
100' RADIUS LF = EXIST. LEACHING SYS.
VACANT WELL SEPARATION ST = EXIST. SEPTIC TANK
TYP' I PROPOSED W = EXIST WELL
I FOOT PRINT VACANT PS = PUMP STATION
LEACH41' 614L NG S�
de
oe Ole
T-1
HOUSE I ( I
/ TYP. I / I
� I VACANT
f
®I WELL
I ®TYP. I — — _----- — —— — —
NORTH LANE
7F
VACANT �
VACANT I I \1V
VACANT �j I [L]F
SCALE: 1"-10 FEET
0
S
LANDS N/F OF
SCOTT B. DUBIN
BOOK 1433 OF DEEDS AT PAGE 251
IT IS IMPERATIVE THAT THE OWNER PROVIDE QUAUTY MAINTENANCE FOR THIS SYSTEM. SEND AS LITTLE GREASE
AS POSSIBLE TO HOUSE DRAINS. MONITOR ZABEL FILTER AND CLEAN AS REQ'D. I.E. REMOVE STRAINER St HOSE
CLEAN THEN REPLACE MONITOR SEPTIC TANK AND CLEAN TANK WFEN THE DEPTH 70 THE SLUDGE LAYER IS
10" BELOW THE BOTTOM OF THE OUTLET BAFFLE AND THE DEPTH FROM THE BOTTOM OF THE SCUM LAYER IS
3" ABOVE THE BOTTOM OF THE OUTLET BAFFLE OR GENERALLY EVERY 3 TO 5 YEARS.
HOMEOWNER SHALL FOLLOW THE OPERATION & MAINTENANCE INSTRUCTIONS PROVIDED IN TFE PURAFLO
OWNER'S MANUAL AND IT IS RECOMMENDED THAT THEY CONTRACT WITH A CERTIFIED PURAFLO MAINTENACE
CONTRACTOR TO PROVIDE A YEARLY MAINTENANCE CHECK ON THE SYSTEM.
NOTES:
1.) SEPTIC SYSTEM DESIGN IS BASED ON PURAFLO PEAT FIBRE BIOFILTER AS MANUFACTURED
BY BORD NA MONA. AN ALTERNATIVE MANUFACTURER OF AN EQUIVALENT PEAT MOSS
TREATMENT SYSTEM, F PROPOSED. MUST BE APPROVED BY THE DESIGN EEINGN*ER.
2.) EQUPMENT FOR THE PEAT MOSS SYSTEM IS TO BE PROVIDED BY A PURAFLO R ITATIVE.
3.) SYSTEM INSTALLATION TO BE COMPLETED BY A MNSTRACTOR WHO HAS RECEIVED TRAINING
FOR THE INSTALLATION OF THE PURAFLO PEAT FIBRE BKWILTER SYSTEM.
4.) SYSTEM INSTALLATION TO BE MONI7nRED BY PUI%FLO REPRESENTATIVES FROM EMMONS
PUMP AND CONTROL, MC. CONTRACTOR TO PROVOE ADEQUATE NOTICE OF CONSTRUCTION
DATES TO EMMONS PUMP.
5.) EMMONS To CERTIFY THAT CONSTRUCTION OF TIC PEAT FIBRE BIOFILTER SYSTEM IS ACCEPTABLE.
CERTIFICATION TO BE 70 THE TOWN OF GREEWEID AS WELL AS THE OWNER -a ENGINEER.
6.) IT IS RECOMMENDED THAT A YEARLY MAINTENAGREEMENT BE PURCHASED BY THE
OWNER FOR MAINTENANCE OF THE PURAFLO SYSIML THE MAINTENANCE WOULD INCLUDE
CLEANING THE EFFLUENT FILTER, TESTING THE PUMP. INSPECTING THE PURAFLO UNITS AND
LOOKING AT THE ENTIRE SYSTEM FOR POTE]N71AL'PROBLEMS. AREA CONTRACTORS CAN
PROVIDE THIS SERVICE FOR A SMALL FEE
x
REPLACEMENT SYSTEM VARIANCE NOTES
SIMILAR TO THE EXISTING SYSTEM, THE REPLACEMENT SYSTEM
CANNOT MEET THE CURRENT REQUIREMENTS FOR SEPARATION
FOR NEW SYSTEMS. THE PROPOSED SYSTEM IS TO BE A FILL
SYSTEM THAT IS CONSTRUCTED IN A WETLAND. THE
ENHANCED TREATMENT UNIT (ETU) IS BEING PROVIDED FOR
BETTER TREATMENT OF THE SEWAGE PRIOR TO DISCHARGE TO
THE WETLAND. THE SEPARATIONS THAT WE CANNOT MEET
ARE: DISTANCE FROM THE ETU SYSTEM TO THE ONSITE (OUR)
WELL, DISTANCE FROM THE ETU TO A WETLAND (AS WE ARE
BUILDING IT IN A WETLAND). IN ADDITION` THERE IS NO ROOM
TO PROVIDE A REPLACEMENT AREA FOR THE ETU WITHOUT
NEEDING MORE VARIANCES AND AFFECTING NEIGHBORS WELLS
AND DECREASING THE SEPARATION TO OUR WELL IT IS NOT
EXPECTED THAT ANY ISSUES WILL RESULT FROM THESE
VARIANCES, HOWEVER, WE RECOMMEND THAT THE ONSITE
WELL BE TESTED FOR TOTAL COLIFORM (TC) NOW AND AFTER
THE SYSTEM IS IN USE EVERY 4 MONTHS FOR THE FIRST
YEAR. THE SAMPLE RESULTS WOULD BE TAKEN TO INSURE
THAT THE WELL WILL NOT BE IMPACTED BY THE ONSITE
SYSTEM. AFTER ONE YEAR HAS PASSED WE RECOMMEND
THAT A TC SAMPLE BE TAKEN EACH YEAR. IF TC TEST IS
POSITIVE AT ANY TIME, OWNER SHOULD CONSIDER A UV
DISINFECTION SYSTEM FOR THE WELL DISCHARGE.
BY FILING FOR A PERMIT FROM THE TOWN TO CONSTRUCT
THIS ONSITE SEPTIC SYSTEM, THE OWNER OF THIS PROPERTY
IS CERTIFYING THAT HE UNDERSTANDS THIS SITUATION, ANY
LIMITATIONS THAT RESULT FROM CONSTRUCTING THIS SYSTEM
AND ACCEPTS THE POSSIBILITIES OF POTENTIAL IMPACTS —
WELL WATER MAY NEED TO BE TREATED — AND
RESPONSIBILITIES THAT COME WITH IT.
SEPTIC SYSTEM LAYOUT f Njj LOCATIONS.
PRIOR TO CONSTRUCTION, THE CONTRACOR SHALL
PREPARE THE SITE (CLEAR THE SITE) FOR THE
CONSTRUCTION OF THE SYSTEM AND PHYSICALLY
ENSURE THAT THE EDGE OF THE ENHANCED
TREATMENT UNIT (EDGE OF SEPARATION) AREA IS 100
FEET FROM THE NEIGHBOR ON THE WEST SIDE
(226.19-1-59) AND THE NEIGHBOR ON THE EAST
SIDES (226.19-1-62) WELLS.
ALTERNATE ADVANCED TREATMENT UNITS USE
ALTERNATE ENHANCED TREATMENT UNITS (ETU) MAY
BE UTILIZED BY THE OWNER FOR THE TREATMENT OF
SEPTIC TANK EFFLUENT. ANY CHANGE WOULD BE
SUBMITTED TO THE BUILDING DEPARTMENT IN THE
PERMIT APPLICATION FOR CONSTRUCTION. THE
SEPARATION FROM ALL WELLS WOULD NOT BE
AFFECTED BY THE USE OF A DIFFERENT ETU. IN
ADDITION THE LEVEL OF TREATMENT W OLD NOT BE
COMPROMISED.
VARIANCE REQUEST:
WE ARE REQUESTING A VARIANCE OF THE SEPARATION
FROM THE WELL ON OUR SITE TO THE PROPOSED
SEPTIC LEACHING SYSTEM TO BE LOCATED ON OUR
SITE. THE VARIANCE IS TO REDUCE THE SEPARATION
FROM 100 FEET TO 50 FEET. IN ADDITION THE SEPTIC
SYSTEM IS TO BE BUILT IN A WETLAND AND AS SUCH
WE REQUEST A VARIANCE FROM 100 FOOT SEPARATION
TO 0 SEPARATION.
NO VARIANCES ARE REQUESTED AFFECTING NEIGHBOR'S
PROPERTY OR WELLS.
A SIMILAR VARIANCE WAS GRANTED IN 2011 BY THE
TOWN FOR THIS SYSTEM AND A PERMIT WAS ISSUED
TO CONSTRUCT THE SYSTEM, HOWEVER, ?HE PERMIT
HAS EXPIRED AND THERE WAS NO WELL ON THE SITE
AT THAT TIME. THE PREVIOUSLY APPROVED RESOLUTION
IS BOH 16, 2011.
CONTRACTOR NOTIFICATION:
THE CONTRACTOR SHALL CONTACT THE DESIGN
ENGINEER PRIOR TO THE START OF CONSTRUCTION TO
ENSURE COMPLETE UNDERSTANDING OF SYSTEM DESIGN
INTENT.
IF DIFFERING SITE CONDITIONS FROM THOSE PRESENTED
IN THIS PLAN ARE ENCOUNTERED, THE CONTRACTOR
SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK BEING COMPLETE'10.
GARRY ROBINSON, P.E. PHONE: 518-695-3655
EMAIL- grobinsonpeOgmail.c om
t TAGSEVIK LIE
x
,r-7 .1 1 ..
A
,s w
L3
x
«
0�
«
W0
91
ds
LJ
SITEk
Y
Q
J
w
LD
Q�
0
w,
47
s es 7 Y a a
L»-
,x
T
w
IQM LAW
V
M
A
A sox
`
,m�c>
w
Y
«
Q
w a
J
«
CHM THEE Law
a
a
x to
a
w x
a
Plw ,NEE
LAW
a
n
es s a x
a H tt
M
«
a
,s
x owstrur
LIE
ie? mc) a a w
n r
SITE
LOCATION MAP
NOT TO SCALE
�/AP •
1) MAP ENTITLED: MAP OF A BOUNDARY SURVEY, LANDS NOW OR
FORMERLY OF SANDRA POULOS" DATED OCTOBER 8, 2007 AS
PREPARED BY DARRAH LAND SURVEYING PLLC.
1) MAP ENTITLED: PROPOSED REPLACEMENT WASTEWATER SYSTEM FOR
TIME POULOS RESIDENCE" DATED MARCH 15, 2011 AS PREPARED BY
ENVIRONMENTAL DESIGN PARTNERSHIP. LLC..
LEX100.
w --- DENOTES EXISTING TOPOGRAPHIC CONTOUR
N/F DENOTES NOW OR FORMERLY
O.H.U.L DENOTES OVERHEAD UTILITY LINES
I.P.F. DENOTES IRON PIPE FOUND
ELEC. DENOTES ELECTRIC SERVICE
Pr1+ ,111wr acsc IP1 m
THE WASTEWATER SYSTEM SERVING THE EXISTING 3 BEDROOM HOUSE
AT 22 NORTH LANE IS REPORTEDLY NONCONFORMING WITH CURRENT
STANDARDS AND NONCOMPLIANT IN HORIZONTAL AND VERTICAL
SEPARATION DISTANCES DUE TO THE LOW LYING AREA TO THE REAR
AND SIDE (WEST) OF THE HOUSE IT IS PROPOSED TO CONSTRUCT A
REPLACEMENT WASTEWATER SYSTEM /N THE SIDE YARD AREA. IN
ORDER TO ACH/EVE THE REQUIRED VERTICAL SEPARA7701V TO
GROUNDWATER LEVEL IT WILL BE NECESSARY TO RAISE THE ABSORP77ON
FIELD AREA BY IMPOR77NG FILL. BY RAISING THE ABSORPTION FIELD
AREA IT WILL BE REQUIRED TO ADD A PUMP TANK AND ASSEMBLY TO
THE OVERALL WASTEWATER SYSTEM.
SOLS DA7 A.•
774E EXIS77NG SOILS CONSIST OF A LOAMY SAND TO A SANDY SILT WITH
GROUNDWATER EFFECTIVELY AT GRADE AT 774E LOWEST POINT OF THE
PROPERTY NEAR THE FRONT PROPERTY LINE. BASED ON OUR ASSUMED
ELEVATION DATUM (FIRST FLOOR = 100.0) THE GROUNDWATER LEVEL IS
AT 95.Ot.
THE BASIS OF THIS SYSTEM IS THE USE OF ENHANCED TREATMENT
UNITS (ETU) TO PROVIDE A SECONDARY LEVEL OF EFFLUENT TREATMENT
PRIOR TO DISPERSAL TO THE SOIL TREATMENT SYSTEM. THE
BIOFTLTRATION PEAT FIBER MODULES WILL BE INSTALLED WITHIN A
PRESSURE TREATED WOOD BOX' CONTAINMENT STRUCTURE. EFFLUENT
FROM THE SEP77C TANK WILL FLOW TO A PUMPING UNIT WI4ICH WILL
PUMP A SPECIFIED DOSE TO EACH OF THE THREE MODULES.
FILL AREA: BASED ON THE OBSERVED GROUNDWATER LEVEL OF 95.0
IT IS PROPOSED TO PROVDE A LOAMY SAND FILL (PERC RATE. • 5-8
M/NAINCH) UP TO AN ELEVATION OF 98.0 TO COMPLY WITH VERTICAL
SEPARA7701V STANDARDS THE FILL WILL BE CONTAINED WITHIN THE
PRESSURE TREATED . BOX' RETAINING WALL SYSTEM TO RESTRICT THE
FILL AREA FROM EXTENDING INTO ADJACENT LOW AREAS" A PLANTING
BERM WITH SHRUBS AND HERBACEOUS PERENNIALS SHALL SURROUND
THE BOX.
BERM TAM*
PRECAST CONCRETE SEP77C TANK OF 1000 GALLON (MIN.) CAPACITY
(UTOPIA ENTERPRISES OR EQUAL).
NEAP rAW AID PIMP A.4sEalKr
PRECAST CONCRETE PUMP TANK OF 1000 GALLON CAPACITY (UTOPIA
OR EQUAL) WITH A SEWAGE EFFLUENT PUMP(GOULDS PUMPS MODEL
3885 OR EQUAL). 774E OPERATION OF THE PUMP SHALL BE
CONTROLLED BY A 'TIMED DOSE CONTROL PANEL' (SjE RHOMBUS OR
EQUAL). THE PUMP CONTROLS SHALL BE LOCATED ON THE EXTERIOR
OF 774E HOUSE WHILE THE ALARM SHALL ALSO BE LOCATED WITHIN
THE HOUSE.
Aee�oNp"Lw FIEM
THE ABSORP71ON FIELD SHALL CONSIST OF A CRUSHED STONE BED
AREA WITHIN THE CONTAINMENT BOX ABOVE THE FILL SOILS. THE BED
SHALL CONTAIN 3 PEAT MODULES RECEIVING 'WEEPING' EFFLUENT FROM
EACH OF THE MODULES OVER AN AREA OF 330 SF MINIMUM. THE BED
AREA SHALL BE TOPPED TO THE SPECIFIED FINISH GRADE WITH FILL
INCLUDING A COVER MATERIAL, I.E. TOPSOIL AND SEED, OR MULCH.
Lands
of
Sean
Chant
22 North
Lane
— Assembly
Point
TOWN OF QUEENSBURY
COUNTY OF WARREN
STATE OF NEW YORK
ONSITE SEPTIC SYSTEM - SITE PLAN
AREA PLAN - SEPARATIONS
APPROX. SCALE: 1 "-60 FEET
REV. I DATE NOTE
DATE B-12-22 I SCALE: AS NOTED
GARRY ROBINSON, P.E.
CONSULTING ENcfflvEHt
DWG. NO.: gdm tmptia.d"
SHEET 1 OF 2
sysum BASIS OF DESIGN
THE EXIST►M!G WASTEWATER SYSTEM SERVINGTHE POULOS
RESIDENNCE OV NORTH LANE IN THE TOWN OF QUEENSBURY iS 40+ )'EARS IN AGE MID OF
DESIGN
1. SIZE SEPTIC TANK N ACCORDANCE WiTH APP11CA8<E LOCAL AND STALE SEWAGE HANDLING
DISPOSAL REGUlAl10NS
MEDIA SPECIF1CATiONS
F11"
1. LOCAL AND STALE REGULATIONS AND ANY PURAFLO RELATED REGULATIONS
ERIOIs'�N G�%� �� A� �IE�
b1 N 1/a MIt
s4V�- {m nwar rasrs
w wic asnw �o maw
lNVCER7AIN CONf'K,Y/RATUON. THIS PLAIN PROPOSES A NEW REPLACEMENT WAS7><lYA7ER
AND TYPICALLY, THE SEPTIC TANK SHOULD HAVE A USABLE
1. PEAT FiBER ISRESIDUEOFERIOPHORUMI (COTTON GRASS) PLANTS. CAREFULLY EXTRACTED
MUST BE
SYSTEM TO SERVE E RESIDENCE ONE PROPERTY. IN AN EFFORT TO PROVIDE A
VOLUMETRIC CAPACITY EQUAL TO OR GREATER THAN TWO TIMES THE DAILY DESIGN FLOW
FROM RAISED BOG PEATS (OTHER NATURAL RESIDUES AND PEAT FINES ARE PRESENT N SMALL
OBSERVED.
wawa
MORE HfGHLY TREATED EFFLUENT FOR DISCHARGE TO TFiE NATIVE OVERBURDEN IT IS
PROPOSED TO ADD 7O THE TREATMENT TRAIN A SECOA04RY TREATMENT COMPONENT PRIOR
2. AN EFFLUENT FILTER (TYPICALLY A ZABEL FILTER - MODEL A300) SH10" BE INSTALLED ON
THE SEPTIC TANK OUTLET PIPE TO PREVENT GREASE AND SOLIDS CARRYOVER INTO THE PUMP
QUANTITIES)
2. THE MINIMUM VERTICAL SEPARATION DISTANCE (VSD) BEiIIIIEEN THE PAD BOTTOM AND
1) ATMMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SIZE PLAN IN A
SCHENATiC "4NNER 04SiED ON NY STATE GL40LA ES FOR EROSION AMID
TO EFFLUENT DISCHARGE TOE DISPOSAL FIELD. IT IS PROPOSED TO DOSE THE SEPTIC
TANK.
2. MOISTURE CONTENT IS 50 - 7OX
THE SHWT MUST BE MAINTAINED. THE MINIMUM VSD 70 ROCK OR IE7NESS CONDITIONS SHALL BE
SEDWAIENT COMYROL ff ASLEBE AC
'
TANK EFFLUENT A PURAFLO PEAT BIOFIL7ER WHERE ADVANCED TREATMENT OCCURS DUE
36 NOES AS THE SYSTEM IS LOCATED WHIM 1,000 FT. OF LAKE GEORG .
L004730NANDy 7aO�
E SIGN coM/rROL DEVICES Df7PE7AcnA UPON
DEPE
E 7 EPEA
TO PHYSICAL. CHEATREA AND MICROBIAL PROCESSES TF41T ARE OPTIMIZED IN E PEAT
TREATED EFFLUENT DISPOSAL WILL OCCUR BY GRIMY FROM/ E PEAT
INSTALLATION
3. MINIMUM ORGANIC CONTENT ON ANHYDROUS BASIS IS 95X
3. THE PAD MUST BE LEVEL AND AT A UNIFORM ELEVATION. THE MODULES ARE PLACED ON
FEUD iONS THE O R SHWA BE RESPON FOR
AIPLE>ICONDfl THESE MEASURES AS REQUIRED 1Q PR0IECT 111E SITE
MODULES TO A DISPOSAL PAD ABOVE E OVERBURDEN: THIS ADDED TREATMENT STEP
MODULES O A THE
1. SEPTIC TANKS SHOULD BE HATER-1K;HT AND CONFORM TO APPLICABLE LOCAL AND STALE
4. WATER ABSORPTION CAPACITY, 72 HOUR TEST. IS 400 - 700%
THE PAD AND MUST BE LEVEL AND AT THE SAME ELEVATION AS EACH OTHER FOR EQUAL
DISTRIBUTION OVER THE PEAT MEDIA. THE MINIMUM EDGE DISTANCE BETIEE14 MODULE AND
Y L
2) SLOPES SHILL TYPICALLY BE GIRAOED AT A MAXINRAII OF 3: t (3 HQRr2 t
3. (37GrwTm
.
WILL PROVIDE EFFLUENT QLALITY OF SECONDARY' TREATMENT IN
� IN 900 AND SS. THIS MORE HNTGMLY TREATED EFFLUENT WILL PLACE LESS
SEWAGE HANDLING AND DISPOSAL REGULATIONS.
5. AVERAGE AIR FILLED POROSITY (AFP) IS 51% (PORE VOLUME 95X)
SIDEWALL IS 12 INCHES. UNLESS THE STONE IS CONTAINED BY A LINED RETAINING WALL
VLOPE INT}BN , C d: Flu. AREAS UNLESS O ►EOF-
ON PLANS
••
r rK
BURDEN ON THE SOIL TREATMENT SYSTEM/ IN E PROXNI/I1Y OF THE LAKE
2. INSTALL SEPI TANK ON UNIFORMLY FiRM AND STABLE COMPACTED GROUND. CRUSHED STONE
_l
IS RECOMMENDED TO PROVIDE UNIFORM SUPPORT TO TANK BOTTOM.
6. CATION EXCHANGE CAPACITY (CEC) - 124 MEQ/1000
4. MMAR>wl DEPTH OF STONE N TIFF PAD d 8 INCHES.
3) SHALL BE A
YPERMNABE RME
DESIGN STANQ4RDS NEW YORK STATE DEPARTMENT OF HEALTH (IONYCRR APPENDIX
75A), WASTEWATER TREATMENT STANQ4RDS - INDMIDLIAL HOUSEHOLD SY57EMM. NOTE
3. A WAiER-TKW RISER SHOULD BE INSTALLED OVER THE OUTLET TO PROVIDE ACCESS FOR
FILTER MAINTENANCE. DESLUDGING ETC.
7. SURFACE AREA: 1 CUBIC METER - 20 MILLION SQUARE METERS
DIMENSION
5 THE PAD ONElHS1QH (LE, THE PAD WIDTH) IN 10 FEET THE LENGTH IS 33'.
THE0
AND UTILITY GRADE FESCUE
ADT EXCEED SOW
TWIT THE PURAFLO TRATION SYSTEM iS APPROVED AN 40
4. ALL JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED.
S. HIGH PH BUFFERING CAPACITY. -
THE PAD IS BE INSTALLED ON CONTOUR. FLAT STIES. )FIE
PADS LONG OMETff E AND TRENCHES SHOIAD BE PERPEIDIQIUIR 1D THE HYDRAULIC
4) SEEDED AWM S/MLL BE FULLY COVERED 1WTH A LEAN STRAW OR ARACH
AND AS SUCH COMPLIES WITH E STANDARDS OF E FEBRIAARY 2009 NYS DEPARTMENT
GRADIENT LONG. NARROW PADS ARE STRONGLY RECOMMENDED. ESPECIALLY FOR F11.L SYSTEMS.
AATERMI_ i ORDERED BY THE 04GWAM P OR M/NKWALm; A
OF HEALTH APPENDIX 75 A.
5. BACKFILL AND GRADE AROUND THE SEPTIC TANK TO PREVENT INFILTRATION OF SURFACE
9. HIGH T MPERATUIRE BUFFERING CAPACITY
_
BIOOEiOOAGAerE NE/TING
TOWN OF QI/EETfSe<!R1' ORDINANCE -CHAPTER 136: SEWERS AND SEWAGE DISPOSAL -
WATER.
6. PAD SYSTEMS ALL STONE MUST BE COVERED WITH ER FABRIC OR ACCEPTABLEOR
SHA AREAS *MCH D WONSTRATE M'
OTHER EROSION
PART 1, ON-S11E SEWAGE DISPOSAL SYSTEMS
E
ALTERNATIVE PRIOR TO BACKFlLLING, THE STOW IS AT A 45 DEGREE
IS TOO EXTEND
r n ra wa Ton
BIOFILTER MODULES
1. THE PEAT TREATMENT MEDIA IS CONTAINED N PRE -ASSEMBLED POLttET YLENE MODULES OR
ANGLE UP THE SIDE OF THE MODULES ABOVE THE WEEPING HOLES AND THE FABRIC
IS TO BE ATTACHED TO THE SIDES OF THE MODULES TO PREVENT SAND FROM
5) TOPSOIL AND SEID SHALL BE REAPR" TO ANY AREAS WFAC7H FAIL TO
ESTABLISH AS A REst&r OF IN►TML APPLICATION.
7
PROU£CTED FLOW RATE: BASED ON A THREE (3) BEDROOM COUNT MID NYS DOH
WITH
CONTAINERS APPROXIMATE DIMENSIONS BEING 7.08 FT. LONG BY 4.58 FT. WIC£ BY 2.5 FT.
PERMEATING THE STONE.
STM/QARDS FOR POST 1991 WATER SAVING FIXTURES O 110 GALLONS PER 114Y PER
TALL/bEEP.
7. A MINIMUM OF 6 NCHES OF FILL MUST COVER THE STONE PAD AND/OR 1RETIC HES. FiL
6) SILT FENCE 04NM M SMALL BE PLACED WY MV ALL AREAS OF EXPOSED
SLOPES TO CONTROL SOIL. EROSION DURIMG AND AFTER
ar r.
E
BEDROOM, HA AVERAGE ONLY FLOW (AHAVE BEEN C#"WED TO TE IS 330 GALLONS ALL GAR84GEFMMJRES DISPOSAL
SAVING F7XTt1IRES. NO GARBAGE DISPOSAL OR
���
1. DOSING d TYPICALLY REGULATED FROM A CONTROL PANEL WITH PROGRAMMABLE )VIER. LOW
1.
Z EFFLUENT FROM 1FE FOIiC£ MAN iS DISTRIBUTED 70 THE MODULES NA A FLOW SPLITTING
MANIFOLD WITH PRESSURE EQUALIZING ORIFICE PLATES. EFFLUENT IS OIS7PoDI17ED OVER THE
MUST BE SUITABLE/ WORKABLE MATERIAL (PREFERABLY NOT SAND) FREE OF LARGE OR
DAMAGING OBJECTS. FINAL 6 INCHES OF f1l.L SHOl1LD BE SUITABLE TOP5011. CAPABLE OF
T) VCHICULAR TDEPOSITSSOOF' SWILL BE �AND OWSPECYED
Bow
NOT TUB WITHIN E RESIDENCE
WATER CUT-OFF FLOAT SWITCH AND HIGH WATER ALARM.
PEAT MEDIA BY A PRE -INSTALLED RECTANGULAR GRID WITH LARGE DIAMETER OPETANGS TO
SUPPORTING VEGETATION.
TFMSAND: sN-r 1 NOT
DEPOSITED PUT 7N EUP ANY SIGIMIFiGVVT
w<
SEPTIC TANK: THE REQUIRED CAPACITY FOR A THREE BEDROOM/ FLOWRA7E IS f000
GALLONS. THE TANK FOR THIS SYSTEM IS A TWO COMPARTMENT 1250
Z THE LOW WATER CUT-OFF SWITCH SHOULD ENSURE THAT THE PUMP REMAINS COVERED AT
ALL TINES AND IS USUALLY SET AT APPROX. 18 INCHES ABOVE THE TANK BASE THERE
PREVENT CLOGGING` THE EFFLUENT CHARGES THE GRID USING THE VELOCITY GENERATED BY THE
ORIFICE PLATES; IT IS NOT A PRESSURIZED DISTRIBUTION GRID.
8. FILL (AT OR ABOVE GRADE) SYSTEMS CAN BE INSTALLED WHERE PERMITTED BY THE
REGULATIONS. THE DESIGN MUST ENSURE THAT THE EFFLUENT DOES NOT 0 THROUGH
CC HE SHML BE L
DEPi06T75 OCCUR THEY SFNLL BE CLENrED UP A5IMIEDIA1ELr.
GALLON PRECAST CONCRETE TANK WITH BAFFLE BY UTOPIA ENTERPRISES OR EQUAL AND
SHOULD BE STORAGE CAPACITY ABOVE THE HIGH WATER ALARM FLOAT EQUAL 70 OR GREATER
3. MODULES ARE PRE -ASSEMBLED AND CAN HAVE:
THE
FILL MATERIAL CONFINING THE DRANFIELD.
AN EFFLUENT FILTER AT E DISCHARGE OUTLET. THIS CAPACITY DOES NOT INCLUDE E
USE OF A GARBAGE GRINDER (NOR IS ONE ADVISED) OR A HOT TUB/SPA. ADO/TiONAL
THAN ONE QUARTER OF THE DAILY DESiGNI FLOW. THE FLOW EQUALIZATION ZONE (BEiIIEENI THE
a) WEEP -HOLES AT THE BASE FOR DRAINAGE TO PAD (BLUE MODULE COLOR CODE)
CAPACIiY WILL BE REQUIRED iF THESE COMPONENTS ARE INCLUDED AV E HOUSE DESIGN.
LOW WATER CUT-40FF AND HIGH WATER ALARM FLOATS SHOULD BE APPROXIMATELY HALF THE
b) NO WEEP -HOLES (SEALED UNITS) FOR PIPING TO OTHER DISPERSAL SYSTEM (THI MODULE
9. N GENERAL, PAD SYSTEMS N FILL SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 5 X
`� sw....wea...-s... Posts W�,r
FIL AN EFFLUENT POLYLOK MODEL -1
DAILY FLOW 70 AVOID NUISANCE ALARM ACTIVITY. A 1000 GALLON PUMP TANK IS USUALLY
ADEQUATE FOR A TYPICAL 3-4 BEDROOM DOMESTIC APPLICATION.
COLOR CODE)
C) PARTIAL WEEP -HOLES WITH PPE ON SEALED END 70 SAMPLE CHAMBER (GREEN MODULE
AND TRENCH SYSTEMS INFiLL SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN IOX
AM 41111111111M!11/ =9NRG: AM OVARMMW MeWtq=
AM �
{w Imm' M•�• 1101
`EFFLUENT 'B4�lMlATL!'
INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC TANK
COLOR CODE)
NO SYSTEM SHOULD BE INSTALLED ON SLOPES GREATER THAN 5OX
A1'iTl.T
3. THE DOSING RAZE SHOULD 8E BETWEEN 5 lb iS GPM PER MODULE PER CYCLE THE
SELECTED PUMP (TYPICALLY 1/2 HP) SHOULD OPERATE WITHIN THIS RANGE FOR THE GIVEN
IT IS MPORTANT 70 WH SHOW K>}HMODULESMODULES ARE NEEDED FOR A PAR7IGA./1R 1fPE OF
DESIGN. 7 M
to. A 30X REDUCTION IN HORIZONTAL SET -BACKS (15 FT. OR GREATER) IS RECOMMENDED BY
I. THE FGLLOMNVG IS A LIST OF EROSION/ AND SEDN ENT CONTROLS TO BE USED
ON 1FIS SITE OIMHNNG CONSTRIiCTNON:
�' �"�"` MM C� . 3L
��`
EFFLUENT PUMP Pff AM PUMP ASSE]MISLY. SEPTIC TAW EFFLUENT SHALL FLOW TO A
f000 GALLON PRECAST CONCRETE PUMP TANK OR EOlA4L. HOUSING A PUMP ASSEMBLY
SYSTEM CURVE IT IS NECESSARY TO DEVELOP AN APPROXIMATE SYSTEM CURVE IN ORDER TO
MODULE IS DESIGNATED BY A PAINTED TRIANGLE ON THE MODULE UD. THIS
PROJECT SHALL USE TWO BLUE MODULES AND ONE GREEN! SAMPLING MODULE
BIRD NA MC�NA.
A)
��a�
�UM w
AND CONTROLS FUN? TIMIED OF E L>zAT E EFFLUENT PUMP SHALL BY
OEiERMINE THE ANTICIPATED DOSING RATE A DRAW DOWN TEST SHOULD BE DONE N THE FiELD
CLEARING AC7/N7E$ SHALL BE OduE ONLY IN AREAS MFIEI7E
-LAND Tr NCT PTIES SHALL
AND SHALL PROGRESS AS NW RE* gRK is
ABLEDOSING
A T L
HYDCROMATIC OR EQIAAL. CAPABLE OF 15 GPM AT A TDH OF f0 FEET. THE CONTROL
TO VERIFY THE EXPECTS PUMP PERFORMANCE
SAMPLE CHAMBER
SITE PREPARATION & INSTALLATION & SITE RESTORATION
NEEDED.
PANEL WITH AUDIBLE ALARM/ AND REMOTE LIGHT SWILL BE LOCATED WITHIN MECIIANC-41
SPACE OF E HOUSE E PUMP CONTROLS SHALL INCLUDE A TIMED DOSE
4. THE DOSING VOLUME SHOULD BE APPROXIMATELY 5 TO 15 GALLONS PER MODULE PER CYCLE
1. GREEN MODULE(S) ADJACENT 70 A SAMPLE CHAMBER HAVE HALF OF THEIR EFFLUENT PIPED
I. ALL CONSTRUCTION METHODS MUST CONFORM TO LOCAL AND STATE SEWAGE HANDLING AND
DISPOSAL REGULATIONS.
-USE CF STABILIZATION FABRIC FOR FILL SLOPES 1V 3H OR GIREATETt.
-PERWANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE
SILT FENCE CE DETAIL
(APfPItOXiMA7ELY ? HOURS PER CYCLE) WHICH DELIVERS A DOSING IKX.t/AIE O'FROM
FOR O(AMPLE. A 2 HOUR DOSING INTERVAL FOR A 360 GPO THREE MODULE SYSTEM WOULD
ONE END OF THE BASE OF THE MODULE 1H1ROUx;♦1 THE SAMPLE CHAMBEi� THEREFORE.
HYDROWULCHIM GRASS SEEDING 7EC#NWQUE
0
APPROXIMATELY 10 GALLONS PER MODULE (3) PER DOSE. REFER 7O E
RESULT N 12 DOSES AT 30 GALLONS PER DOSE. THIS EQUATES TO 10 GALLONS PER MODULE
PER DOSE.
THERE ARE NO VEEP HOLES ON THE END W THE MODULE FEEDING THE SAMPLE CHAMBER. THE
_ _
WOODED 97M AVOID HAVING EAVOIDABLE. OF 6 INCH DIAMETER OR GREATER WI7FIN1
B) STRUCTURAL PRACTICES FOR THIS SITE INLYUDE
USWG ILT
NOT TO SCALE
MANUFACTURERS DESIGN NOTES -SHEET 2.
CHAMBER ESSENTIALLY PROVIDES ACCESS TO THE SAMPLE PIPES FOR PERFORAAWE TESTING
ANY UNCOLLECTED EFFLUENT EXITS TIFF SIDLEIL).CHAMBER 1FItdlGH HOLES N THE
THE DR FlAIN E]D AREA. GRIND OUT WHEN UN
-4NLET PROTECTION �TION
OUTLET PL TECDON USING SIT FENCES
• A BIOFILTRA7ION SYSTEM OF MODULES
5 F THE FORCE MAIN IS SET UP TO DRAIN BACK. THE DRAIN BACK VOLUME SHOULD BE
FACTORED INTO THE DOSING CALCULATIONS
BASEPURPOOR OFTH
BASE OR SLOE OF THE SIMPLE CHAMBER (SEE DETAIL).
3. CONTRACTOR MUST PROVIDE FOR ADEQUATE ACCESS FOR CORRECT INSTALLATION.
STABILIZED COA S1RM71ON OUT POINT
CONFINNG BNOFIBEROUS PEAT BY PEOMFLO WASTEWATER TREATMENT SYSTEMS SWILL
2 THE CONTRACTOR SHALL BE RESPORMBLE IV INSPECT AND MAINTAIN
FOLLOW E EFFLUENT PUMP ASSEMBLY. E DESIGN/ FLOW FROM THREE BEDROOMS WILL
6. N SOME CASES DOSING ON DEMAND IS ACCEPTABLE. USING A ONE OR TWO FLOAT SYSTEM.
DISTRIBUTION TO ORAMFIELD
4. MACHINERY MUST NOT 7RAMOM THE DRMIFELD AREA AND SHOULD NEVER TRAVERSE AN
S7OIKHWA7EIR EROSON AND SEDNIIEINT CONTROLS ON A DAILY BASIS
REQUIRE THRRE MODULES THE MODULES SWILL RECEIVE THE TWED DOSED EFFLUENT
THE DRAW DOWN SHOULD EQUATE TO APPROXIMATELY 5 TO 15 GALLONS PER MODULE PER
1. WHEN A PAD IS USED AND THE MODULES ARE PLACED ON TOP OF THE STONE PAD. THE
EXPOSED/EXCAVATED DRAINFiELD AREA.
AND FOLLOWING FILTRATION THROUGH E PEAT WILL DISPERSE IT DIRECTLY TO THE
CYCLE.
TREATED EFFLUENT EIM THE MODULES VIA NUMEROUS WEEP HOLES AROUND THE BASE
DISPOSAL AREA BELOW THROUGH E MANUFACTURED WEEP HOLES A SAMPLING CHAMBER
PERIMETER OF THE (BLUE AND GREEN) MODULES. WHEN A REM07E DRANFiEID iS USED. SUCH
5. AVOID INSTALLATION UNDER WET SITE CONDITIONS.
SHALL BE PROVIDED IN ONE OF THE MODULES.
7. BUOYANCY CALCULATIONS SHOULD BE PERFORMED WHEN NECESSARY.
AS 7RO10ES ON CONTOUR. THE (WHITE) MODULES ARE SEALED (NO WEEP HOLES) AND THE
EFFLUENT EXITS EACH MODULE VIA TWO GRAVITY DRAIN LINES. THE EFFLUENT IS 1 *W PIPED
6. DO NOT SMEAR PAD/TRENCH BASE OR SIDEWALL DURING EXCAVATION.
AC MMIEW
9AIL FAD- TREATED EFFLUENT Fi?OA/ THE MODULES WILL LWc DISPERSED FROM/ WEEP
AND DISTRIBUTED TO THE REMOTE UNDER GRAVITY (WITH N-LINE SAMPLE CHAMBER)
HOLES IN E MODULES TO AN S' THICK CLEW CRUSHED STOW PAD. E STONE
INSTALLATION
EA ASSISTED
EANS
OR BY MEANS OF A PRESSURE ASSISTED SYSTEM.
7. SEED AND STRAW BIMCKFW.LFD AREAS AND PROVIDE EROSION) _PROlECT10N FOR 8Apa7.LED
A) CONSTRUCT TEiIPdi'ARr CONSTRtACTgN E7o1S
MATERIAL SHALL BE A CLEAN BROKEN STOW NV E 3/4- TO 1- SIZE: E PAD STONE
1. PUMP TANKS SHOULD BE WATER-1104T AND CONFORM TO APPLICABLE LOCAL AND STATE
AREAS N ACCORDANCE WITH LOCAL AND STATE SUNDARDS AND MAINTAIN UNTIL PERMANENT
SHALL BE COVERED WITH A FILTER FABRIC PRIOR TO BACKFXLING. E PAD SIZE SHALL
SEWAGE HANDLING AND DISPOSAL REGULATIONS.
PROTECTION/VEGETATION IS ESTABLISHED. SOD WHERE SPECIFIED.
B) INSTALL PERwE" SILT FEXIICES AS NECESSARY TV STABRU2r 1FE SITE
BE BASED ON AN APPLICATION RATE OF 1.0 GALLON PER DAY OR 330 SQUARE FEET.
E MODULES SHALL BE POSITIONED WITHIN THE PAD AREA AS DETAILED - REFER T17
INSTALL PUMP TAW ON AND STABLE COMPACTED CRUSHED STONE
8. L SHOULD BE GRADED In PR OF SURFACE WATER AND PROVIDE
C) BEGIN CLEARING AND GRtW8 MG OPERATIONS CLEARING AND GAI/BBING
SHEET f. E TREATED EFFLUENT WILL DISPERSE THROUGH E STONE TO THE FILL
SOILS AND AN"VE OVERBURDEN BELOW. E AREA ABOVE THE DISPOSAL PAD AREA SWILL
PROVIDE UNIFORM BOTTOM.
IS RECOMMENDED TO PROVIDE UNPORM SUPPORT TO TANK BOTTOM.
I
POSITIVE
POSITIVE DRAINAGE AWAY FROM THE ORAINFlELD AREA
THE AINFIALD
SMALL BE DONE IN AREAS WHERE EARWIVORK WILL BE PERFORATED AND
TNA O COTENCE WTHIN 14 DAYS AFTER
IN BE RETAINED BY A PRESSURE TREATED (OR EQUAL) GRAY WALL SYSTEM INSTALLED IN
3. A WATER-11GHT RISER SHOULD BE INSTALLED OVER THE PUMP/FLOAT ASSEMBLY FOR
CLEARING AND G
CONFORMANCE WITH THE MANUFACTURERS REOCAREMENTS E 84CKFXL MATERIAL USED TO
ACCESS/MAINTENANCE.
D) COM MYCE STE GRADING AND CONSTRUCIION
SURROUND THE MODULES ST•AL L BE A SENTiABLE SOIL MATERIAL (SANDY LOAM) WITH A TOP
COURSE OF ORGANIC MATERR AL TO SUPPORRT A SHALLOW` ROOTED GROUND COVER THE
4 BACKFILL AND GRADE AROUND PUMP TANK 70 PREiIEINT INFILTRATION OF SURFACE WATER.
T W SITE
E W90 � ACTIVITY HAS
�
MODULE COVERS WITH THEIR VENT HOLES SWLL BE LEFT EXPOSED TO PROVIDE FOR
TANK FRAMES AND COVERS14
FOR MO�7NOF
REQUIRED AIR TRANSFER 7O E BIOFXIER MATERIAL.
5. ELECTRICAL WINING SHALL BE INSTALLED UNDER DIRECT SUPERVISION OF A LICENSED
Tn BE HEAVY DUTY PLASTIC
F) CARRY OUT FINAL GRAWJr^ SEMW AND PLANTING
ELECTRICAL CONTRACTOR ACCORDING 70 NEC AND STATE AND LOCAL ELECTRICAL CODES, AS
FRAME AND COVER
APPUCABLE. ELEC CAL WORK IS TO BE INSPECTED BY A CERTIFIED ELECTRICAL
c) REaIOAE SILT FENIL1Nr;
INSPECTOR AND STICKER PLACED ON PANEL
ASSEMBLY BY POLYOK OR
EQUAL
H) REMOVE TEbovoto RY CONSTRUCTION Emm
6. ALL JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED.
r----------------------
SEPTIC TANK-24 f
-----------------�
� ��� LOAM
PUMP TANK-30"t
i
EXMIM
OPENING OVER PUMPS
_ _
r-PAVEME?IT� �SURFA
MAINTENANCE OF THE ONNSITE WASTEWATER SYSTEM/
WiLL INVOLVE BASIC (NVDERSTANDING OF E SYSTEM
COMPONENTS AND REGULAR INSPEC711ON OF THOSE
COMPONENTS BY THE OWNER OR HIS
REPRESENTATIVE. THE DES%W ENGINEER WILL
PROVIDE E OWNER WITH EDUCATIONAL INFORMMAM N
REGARDING THE OPERATION AND MAINTENANCE OF
THE WASTEW47ER SYSTEM UPON THE FINAL
INSTALLATION OF 7HE SYSTEU. THE PROPOSED
ONS17E WASTEWATER SYSTEM CONSISTS OF E
F'OlOWNNG`
. PRE -CAST CONCRETE SEPTIC TANK WIN
EFFLUENT FILTER
• PUMP TANK WITH DUPLEX PUMP ASSEMBLY
- DUPLEX PUMP CONTROLS WITH 'TIMED DOSE'
DISCHARGE
• PEAT FIBER BIOFXTRAIION TREATMENT AUNTS
• GRAVEL PAD ABSORPTION F7ELD
BASIC MAINTENANCE WILL INVOLVE ANNUAL
ONSPEC77ON OF E SEPTIC TANK WITH PLMIPING
RECOMMENDED DIM A 3 TO 5 YEAR BASES THE
EFFLUENT FILTER SHOULD BE INSPECTED
SEMI-ANNUALLY AND WASHED DOWN AS NEEDED.
UNDER NORMAL CONDITIONS E PUMP ASSEMBLY
SHOULD BE INSPECTED ANNUALLY W7H REGULAR
MONITORING OF E PUMP OPERATION THROUGH E
CONTROL PANEL DATA DISPLAY. BASW ON
MANUFACTURERS GUIDELINES E PEAT FIBER
MODULES SHOULD BE VISUALLY INSPECTED ON AN
ANNUAL BASIS
E OWNER WiLL BE PROVIDED WHIN MANUFACTURER'S
RECOMMENDED GUIDELINES FOR MAINTENANCE OF THE
SYSTEM COMPONENTS AND AN INFORMATIONAL
PACKET ON E DOS AND DON'TS* REGARDING E
OPERATION OF A SEP71C SYSTEM.
1. WHEN PLACING FiLL ON TOP OF EXISTING GRADE -
ORGANIC DEBRIS; INCLUDING LEAVES. R007S AND
OTHER PLANT FORMS. SHALL BE REMOVED PRIOR
TOE PLACEMENT OF E FILL AND E NATURAL
SON PLOWED OR SC4RNr".
2. THE SOIL USED FOR FiLL SWILL BE
WELL -GRADED L04MY SAND OR WELL- GRADED
LOAMY SANDY GRAVELS AND SHOULD CONTAIN A
MAXM&W OF 12X) OF SILTS OR CLAYS CONTAN LOG
ND ORGANIC DEBRIS TWELVE PERCENT (12 OR NO
SOLID OBJECT LARGER THAN THREE (3) INCHES IN
DAMETER, AND THE FILL SHALL BE ALLOWED TO
STABILIZE NATURALLY FOR A LEAST STX7Y (60)
DAYS THE PERC RATE OF E FILL SOILS SWILL
BE W E RANGE OF 5 TO 7 MINUTES PER INCH
FOLLOWING PLACEMENT. IN -PLACE TESTING SHALL
BE CONDUCTED BYE ENGINEER PRIOR TO
ACCEPTANCE OF THE FILL MATERAL_
3. SUFFICIENT FILL MUST BE INSTALLED 7O ENSURE
A MINIMUM OF THREE (3) FEET BE710YEEN THE
04W OF E STOW BED AND E MAXIMUM
SEASONAL GROUNDWATER LEVEL. i AVERVIOUS
MATERIAL OR BEDROCK( THIS SEPARATION IS TO
BE THREE (3) FEET AS E SYSTEM IS TO BE
INSTALLED WITHIN 1000 FEET OF LAKE GEORGE.
4. A CHANNEL OR DIVERSION SY57EM SWILL BE
PLACED ABOVE E FX L. AREA IN E UP -SLOPE
DIRECTION AND OF SUFFi 'fEKT LENGTH TO DIVERT
SURFACE AND SHEET WATER RUNOFF AROUND THE
FiLL SYSTEM.
3. E TOP OF FILL OVER THE LEACHING FACIJTY
SKILL BE CROWNED OR SLOPED TO ALLOW
ANTURAL SURFACE RUNOFF AND SWILL BE SEEDED.
8. SIDE SLOPES OF FILL SWM.L BE GRADED 7O A
SLOPE NOT STEEPER THAN ONE (1) VERTICAL. ON
THREE (3) HORIZONTAL EXCEPT INWERE RETAINING
WALLS ARE USED.
PLANING BERM
WITH SHRUBS AND,
HERBACEOUS
GROUND COVER
PRESSURE 71MMM LUMBER
REfAININC STRUCTURE WITH
off EG AL 'TIE- mw CONNECTIONS
3 TREATMENT MODULES, 711110 KUE MODULES TM VI EP HIES
AND ONE GREEN SAMPLING MODULE, DRAM INTO A 14Y BY 33' PAD.
(3) PURMFLO-
PERT MODULES
CL EM SOD FiLL WiTH r COINER
r- RETAINING BOX CONSTRUCTED OF TOPSOIL AND VEGETATION
FROM TREATED LIMBER + ■ E
11' HOPE 1-
MAIN MANIFOLD
-s rr.�•
����� �������>'� �������0
gip:'. 1�r'.i�Cr_1Firad,i.:'�_Iics... �v'i�ou �i::�✓t3'c?s.>�t :i7i�,."�-:i�S.l�v �•�f'3ji •��Y?.~. ::awt1'.•%s+.•�c..M
\FORCE MAN \-8 i*CRCRUSHED s1ONE
MN. ClE1N TO PUMP TANK
) FAIL
ABSORPTION BED SECTIONAL VIEW A -A'
SCALE: 1" - 5'
HOVE.
TREATED SLUM TO X DISCHARGED 11410 1
HOBS N THE 90170M OF EACH MODULE MiO
THE STOLE BED BELOW - SEE SITE PLAIN AND
SECTIONAL YENS FOR FURTHER OETALS
&#AX ULL AND UI R11LY COMPACT
COVER YAiERIAL GRADE AT NO
LESS THAN A 3:1 SLOPE: CAP NI1H
r iOPSOIL SEED AND STRAW FOR
EROSIO CONTROL 3
r-
TREATED UANBER -
RETANNG BOX TV.
ALL AROUND
PLANING BERM ALL AR
TVPU`{AL ALL AROUND-4! WE
X TALL
"00/FROM
PUMP
-�
FLL CANNOT BE PLACED OVER THE
COVER OF THE PEAT MOSS SYS7EJr1
MODULES TREY MUST BE LEFT
UNCOVERED S0 THAT )HEY MAY
BREATHE. SHRUIS AND OR 011ER
PLANiM MAY BE PLACED
AROUND iH BI TO PROVIDE A
SCREEN FOR 1HEI1L
PURAFLOW (MODULE
Is • • • •
1bCan•ct
is Vdby
%RAP-W* NW OIW
VDIT TNK 10
\FORCE MAN \-8 i*CRCRUSHED s1ONE
MN. ClE1N TO PUMP TANK
) FAIL
ABSORPTION BED SECTIONAL VIEW A -A'
SCALE: 1" - 5'
HOVE.
TREATED SLUM TO X DISCHARGED 11410 1
HOBS N THE 90170M OF EACH MODULE MiO
THE STOLE BED BELOW - SEE SITE PLAIN AND
SECTIONAL YENS FOR FURTHER OETALS
&#AX ULL AND UI R11LY COMPACT
COVER YAiERIAL GRADE AT NO
LESS THAN A 3:1 SLOPE: CAP NI1H
r iOPSOIL SEED AND STRAW FOR
EROSIO CONTROL 3
r-
TREATED UANBER -
RETANNG BOX TV.
ALL AROUND
PLANING BERM ALL AR
TVPU`{AL ALL AROUND-4! WE
X TALL
"00/FROM
PUMP
-�
FLL CANNOT BE PLACED OVER THE
COVER OF THE PEAT MOSS SYS7EJr1
MODULES TREY MUST BE LEFT
UNCOVERED S0 THAT )HEY MAY
BREATHE. SHRUIS AND OR 011ER
PLANiM MAY BE PLACED
AROUND iH BI TO PROVIDE A
SCREEN FOR 1HEI1L
PURAFLOW (MODULE
Is • • • •
1bCan•ct
is Vdby
%RAP-W* NW OIW
VDIT TNK 10
HH!> NE STmx
-
CHI
wvlty
104■w v+ Day (iAnumv-
st-W NOW as
A•on ST
Ube" Vaur r*wo
AsNM1!
Tipd.11n 3m w. vtL - III! iMera Ir
larwtr 0{kN
a~��
Nape
(,abed an
II*
Control Paul
T•�Oa Aiarw
to be
IME Faroe Nob
(to pumr.0 14at
iNomtws)
tfar Cold
dwates a
seas•nM
aP0111o•11000
■w_-.•r�.s-+s nS - rr�-,<+•.a.�_rst+�•+es � .�w�.r r_w i• NM CIA19N�
(d1M{1�0{1•. CaAst%wo 1 ati Atstdatltw KID I
corwam to "psoNMe we" a w sate rw"00m)
TYPICAL PUMP TANK DETAIL
NOT TO SCALE
NOTE&-
1. PUMP ASSBABLY Tiff BE A SIMPLEX SYSTE W.
2. VENT PUMP TANK BACK TO HOUSE STACK
MODULES 10 BE PLACED LEVEL. AND
AT THE SAME ElEVATHON IN ORDER
TO PROPERLY DOSE THEM
FLIER FABRIC OVER SiD E !
SIDES NOT UNDERNEATH Sy E
DO NOT PLACE UNOER MODULES 1rt
TD MNOOtLE �
TVP. ALL Sam ALL MODULES a Or CRUSHED.
WASHED sgum
� • ` LAD ..�.�ii
STONE BED SIX TO BE 1W WE BY 3r LONG
EiQSiMIG GRADE fs SEASONAL• HIGH GZOU W- AIER
1rt 7,C*
6rt
fr*
3Nrf
CONIiRACiOR TO ENSURE THAT TMMIER MALL SITS ON SOLD BASE )HAT NEL. WT SETTLE
SKINT PLAN 70 ENGINEER FOR APPROVAL PRIOR 70 CONS711111xi ON
PURAFLO MODULE AND LEACH PAD SECTIONAL VIEW
NOT TO SCALE
6• MN CRUSHM
STONE BED
aaftm b WftAbftW wd 8bb wpsdsN
TYPICAL SEPTIC TANK DETAIL
NOT TO SCALE TALK TO BE 1250 GALLON
PRECAST CONCRETE
ASSEM BLED , MODULE DETAIL
NOT TO SCALE
BACKFILL TM E MNNN.
EWAVAIED MATERIAL
FREE FROM ROCNLS
(COMPACIED UNDER
RROOAADDWWAAM WALXS a" M.
OR DRIVEWAYS) PIPE OUT.
4" MIN.
PVC OR HOPE FORCE
MAN (TVP) 2'+OD PPE COARSE SAND OR
PEA STOW BEDDENG
FORCE MAIN TRENCH DETAIL
NOT TO SCALE
11-1jr HOLE
DRILLED AT
NSTALL.AIM S•
FROM BOTTOM
"" NE1p HOLES ON
RILE HALF CONTAINING
PILE TttPE
ORLLFD AT WTAIU7ION
Elevation End View
Play
DRAM PPE
SAMPLE CHAMBER DETAIL
NOT TO SCALE
11-1jr HOLE
DRILLED AT
NSTALL.AIM S•
FROM BOTTOM
"" NE1p HOLES ON
RILE HALF CONTAINING
PILE TttPE
ORLLFD AT WTAIU7ION
Elevation End View
Play
DRAM PPE
SAMPLE CHAMBER DETAIL
NOT TO SCALE