SEP-000806-2016TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-000806-2016 Date Issued: Monday, April 23, 2018
This is to certify that work requested to be done as shown by Permit Number
has been completed.
SEP-000806-2016
Tax Map Number:
Location:
Owner:
239.12-2-86
73 BRAYTON LN
Scott Carroll, Chris Motta
Applicant:Dennis MacElroy
This structure may be occupied as a: Residential Septic Alteration
By Order of Town Board
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
Planning Board or Zoning Board of Appeals.
Director of Building & Code Enforcement
TOWN OF QUEENSBURY
t �� 742 Bay Road.Queensbury,NY 12804-5904 (518)761-8201
_ - Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000806-2016
Tax Map No: 239.12-2-86
Permission is hereby granted to: Scott Carroll
For property located at: 73 BRAYTON LN
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
Owner Name: Scott Carroll Septic Disposal-Residential $0.00
Owner Address: 65 Queen Anne DR Total Value $0.00
Slingerland,NY 12159
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
Residential Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,December 2,2017
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensb before the piratittiionk5;
Dated at the Toy of Quee // 2,2016
SIGNED BY: ,y for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT Office Use Only
DATE No./etyCt�E2T(o Received
Tax Map ID
TAXUAaID Z'J9 _t2—Z— S/o Permit No. SSP Ob-W1lo
Permit Fee
LOCAT/ONOFINSTALLATI.OrN ZS �SL/�.�-ETb/N LAKE Approvals:
APPLICANT (/GdCT L.�Pe121Z6�J.JG341�1�1 37T� PHONE/E-MAIL 'Z29--*pj�,3j
ADDRESS `5 Qu.E£tA +q�N>r 1f"�1�IE c�L1r1G�r2LP>ti�j IVY 121
INSTALLER/BUILDER: 1�� PHoNEIE-&ix S30031E ONIQ-IMB
wnliISNawo d0 NMOl
ADDRESS:
OWNER J^vf's Ard PHoNEIE-PA 910Z C Z AON J
Address 012 A fl M U—B ww 'LII
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 1 p8j1 -I'J 1'\L PHONE :J� S
RESIDENCE INFORMATION -' F%-A-rcA L£J LW A V -O114C-W- 1c2V9Z
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed Y n-N
1981-1991 Spa or Hot Tub installed _Y !N
1992-Present'IF' 1 1 C> A-Pic>
PARCEL INFORMATION
Topography Flat rolling _Steep slope _%slope
Soil Nature Sand _Lcam _Clay _Other
Groundwater At what depth? 1IR! -+-
Bedrock
Bedrock/Impervious Material At what depth? > 10 —�tZ�
Domestic Water Supply 4(r Municipal _Well(if well,water supply from any septic system absorption is_ft.)
Percolation Test Rate: Jd2r-Mm=L per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION A-t'5C>
Tank Size air gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) L 141t T
System Type Absorption field with#2 stone Total length ft.;Each trench x
Seepage Pit with#3 stone How many: ;size
Alternative System Bed or other type? 5e O inF cot- ►tom 4E'P E7j
Holding Tank System Total required capacity? Tank size #of tanks
Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer
allow systems to be covered until such time as an As-Built plan is received &approved. The installed system must match the septic system
layout on file-no exceptions.
DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or
failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations
and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: n469TA Date:
Signature: Date:
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
INSPECTION WORKSHEET (SEP-001530-2018)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:SEP-000806-2016Case Module:Permit
Inspection Date:03/02/2018Inspection Status:Partial Pass
Inspector:John O'BrienInspection Type:Septic
Job Address:73 BRAYTON LNParcel Number:239.12-2-86
Lake George, NY 12845
Contact TypeCompany NameName
Engineer\[Environmental Design Partnership\],
Primary OwnerCarroll, Scott
AgentMacElroy, Dennis
Granted PermissionCarroll, Scott
Primary OwnerMotta, Chris
Checklist ItemPassedComments
Building Inspector NotesNOVerified field with force main to D box, not ready for pump test, will
need to call for re check, engineer has been checking job daily
Please provide engineer asbuilt report in order to close permit out
. dated 2/28/18
3/2/18 Septic System Not Approved
-Spoke with the engineer DENNIS MacELROY at the counter. He will
get the as-built and report into us in the next couple of weeks.
Soil Type: SandNO
Soil Type: LoamNO
Soil Type: ClayNO
Type of Water: Municipal / Well WaterNO
Waterline separation distanceNO
Well separation distanceNO
Well Casing Lengt: 50ft +/-NO
Absorbtion Fields: Total LengthYES28x20 absorption bed with 1 1/2" force main from Claris ZF 450
Septic system field above flood plainYES
Length of Each TrenchNO
Depth of TrenchesNO
Size of StoneNO
Seepage Pits: NumberNO
Size:NO
Stone Size:NO
Building to TankNOSee specs
Tank to Distribution BoxNO
Distribution box to Field / PitNO
Opening Sealed:YES
Mar 02, 2018Page (13)
INSPECTION WORKSHEET (SEP-001530-2018)
Checklist ItemPassedComments
End CapYESLooped
InletOutlet Pipes & BafflesYES
Manholes 12 or less below gradeNO
\[Provide extension collar if Yes\]YES
Locations / SeparationsNOAs per specs
Foundation to TankNO
Foundation to AbsorptionNO
Separation of PitsNO
Conforms as per Plot PlanYESSee specs dated 11/23/16
Engineer Report and As-BuiltNOWill provide
ETU Maintenance Contract providedYES
Location of system on propertyYESTank right side bed at top of hill, right of driveway
System Use StatusYES 3/2/18 Septic System Not Approved
-Spoke with the engineer DENNIS MacELROY at the counter. He will
get the as-built and report into us in the next couple of weeks.
O'Brien, John (Inspector)
Mar 02, 2018Page (14)
I
ENVIRONMENTAL DESIGN
PARTNERSHIP,LLP
November 23,2016 �n
Town of Queensbury Building&Codes D E 6 E � v E D
742 Bay Road
Queensbury,NY 12804 my Z 3 �c'+13'!j
Attn: Dave Hatin
TOWN NG&CODES Y
Re: Carroll-Motta Wastewater- 73 Brayton Lane
Dear Dave
Submitted for your review is a septic disposal permit and plan for the referenced property on Brayton
Lane. This project recently received required variances from the Board of Health.
The application documents include the following:
• Replacement Wastewater System For The Carroll/Motta Residence
Sheet WW-/ Wastewater System Plan
Sheet WW-2 Existing Conditions Plan
Sheet WW-3 Clarus Details SEP-000806-2016
Sheet WW-4 Wastewater Details 239.12-2-86
Carroll, Scott & Chris Motta
• Queensbury Septic Disposal Permit 73 Brayton Lane
• Application Fee-$40 check Residential Septic Alteration
Thank you for your consideration of this application. Should you have any questions regarding this plan
please contact me at my Glens falls office(761-0317).
�Sincerely,
tee\
Dennis MacElroy, PE
Environmental Design Partnership
Attachments
Cc: Scott Carroll-Christine Motta
900 Route 146, Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540
RESOLUTION APPROVING SCOTT CARROLL AND CHRIS MOTTA'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: BOH 37,2016 D E C E Q V
INTRODUCED BY: Mr. Doug Irish NOV 2 2 2015 D
WHO MOVED ITS ADOPTION
SECONDED BY: Mr. Brian Clements TOWN OF QUE
BUILDING &CODES Y
CODES
WHEREAS, Scott Carroll and Chris Motta filed an application for variances from
provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance,Chapter 136 to replace
their existing waterfront wastewater system,with the:
1. Clarus tank of the new system to be located 43' from the lake shoreline in lieu of the
50' setback required;
2. Pump tank of the new system to be located 8' from the property line in lieu of the
10' setback required; and
3. Clarus tank/Pump tank of such new system to be located 7' from the dwelling in
lieu of the 10' setback required;
on property located a Queensbury,and =FILECOPY
WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance requests on Monday,November 21", 2016,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 239.12-2-86
Carroll, Scott& Chr s MOas '2016
73 Brayton Lane
RESOLVED,that Residential Septic Alteration
1. due to the nature of the variances, the Local Board of Health determines that the
variances 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 variances is necessary for the
reasonable use of the land and is the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
applicants; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Scott
Carroll and Chris Motta for variances from the Sewage Disposal Ordinance to replace their existing
waterfront wastewater system,with the:
1. Clams tank of the new system to be located 43' from the lake shoreline in lieu of the
50' setback required;
2. Pump tank of the new system to be located 8' from the property line in lieu of the
10' setback required; and
3. Clarus tank/Pump tank of such new system to be located 7' from the dwelling in
lieu of the 10' setback required;
on property located at 73 Brayton Lane, Queensbury and bearing Tax Map No.: 239.12-2-86,and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and
BE IT FURTHER,
2
� L
RESOLVED, that this approval Resolution shall not be effective until 30 days after such
notice to the Adirondack Park Agency and shall be subject to any lawful action by the Adirondack
Park Agency during such period.
Duly adopted this 21"day of November,2016,by the following vote:
AYES . Mr. Metivier, Mr. Clements,Mr. Irish,Mr.VanNess, Mr. Strough
NOES . None
ABSENT: None
3
��I
x �I� t`F>� VARIANCE REQUESTS
4 ; SEPTIC PLOT PLAN
c( - ' t ,l ✓ ��.� .�\ g�;�\S�t yt` (%�.�� REQUESTED VARIANCES WERE GRANTED BY I HAVE SEEN OR OBSERVED ALL OBJECTS w
rPi h ti SAi¢s't.EUB6E J i } 3 Ir\ , �, (C TOWN OF QUEENSBURY BOARD OF HEALTH RESOLUTION t
_ / /l ••, \ \ BOH 37,2016 DATED NOVEMBER 21, 2016 SUCH AS HOUSES, WELLS, TREES, FENCES, ETC x z Z C 2
' < -i '1 ( _ lvI Il ' l -•% �R, � \ v-, CLARUS TANK TO SHORELINE SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY E-I
yd°�� MEASURED THE DISTANCE SET FORTH ON THIS DIAGRAM. w y; a
z y \ \ 43' PROPOSED VS 50' REQUIRED
/lyj0� i }4� �., 1Ir\ Y-2 EFFLUENT PUMP TANK TO PROPERTY LINE !`�� ��Z' Z 0 N Z
�tca ,9 z ��i\ -� �I ' 8' PROPOSED VS 10' REQUIRED CORNEP.CONC. N�1 //�
,may. (LOCA �t -:� 1 \ -1i I REnvAu NATURE DATE rO 1�� W
>Ir ' �?zy'� �' 7'f (r,nQA _• � _ 1, _Y g a V-3 EFFLUENT PUMP/SEPTIC TANK TO HOUSE oOG� I-'-I ^ '1 W
00
T PROPOSED VS 10' REQUIRED U w�
LANDS WF
ii
AGNES ROtIULIER z _
JOSEPIYRODUER toSCAPw
' t •' - an.' ,��:j' z�` s� �\ BOOK 3530 PAGE32 N
TA-00.233.12-2-65 ,w Q
(LAKE WATER SUPPLY) U)
A _ N
is n' t -- - 9 x 111""11 a
y
I
/N
-a to c, s LAKE GEORGE W J
cn '
(HARRI5 DAY)
�
Z- L
wood VAULT r W
I J
SILT FENCE, TYP �oo�r APPROXIMATE SHORELINE W r
�\ , — - -•)9>] 2ND A ,• V
r�.% o3 DCCT: % ■
ABSORPTION BED , .0• V
PEI
28'X20'-560 SF V-1 t1
FILE COPY W a
2 STORY
`�L OWIDING \ Q
SITE LOCATION MAP 9// titi
SCALE: 1" = 2000' /1 a
a
WASTEWATER SYSTEM: eAsls of DESIGN 0 7' CC) J Z
PROJECT: CARROLL/MOTTA RESIDENCE 2s - 1 1 Q G N
REGULATORY AUTHORITY: TOWN OF QUEENSBURY 00� s � a N L L a
WATER SUPPLY: EXISTING WATER SUPPLY IS FROM LAKE GEORGE. NO J� rPdrO+ CLARUS ZF 450 z /�m� � 1-' r. Z
PROPANE TANr \ 1O� W Z Q
NEIGHBORING WELLS EXIST WITHIN 100' OF THE PROPOSED ABSORPTION FIELD. O Rp 'S / S w ® W V) `� LU 'J+ J
SOILS: THE EXISTING SITE SOILS IN THE AREA OF THE ABSORPTION FIELD h `I-s, T L IG'I w y
P s \ F LAKE
G zi
ARE A LOAMY TOPSOIL TO A MEDIUM/FINE SAND WITH NO OBSERVATION OF GRAVE il\ $r \�SFrBACK C\2
GROUNDWATER. REFUSAL (LEDGE) WAS ENCOUNTERED IN EACH TEST HOLE PARK.G ,�� .A V-2 I"^ W Z Z (D t7
RANGING FROM 16" TO 42". SUPPLEMENTAL FILL SOILS WILL BE ADDED AS PrBz� 0 . ,�,. Ap DIE C IE IT RSI t T��y1I O �. �/ d' Z
NEEDED TO COMPLY WITH VERTICAL SEPARATION STANDARDS. Pr y� ,� li S b�q u v n.1 `yJ A �! W z '
FLOW RATE: THE DESIGN IS FOR A FOUR BEDROOM FLOW RATE OF 110 2j .mds - A LANDS WF 1 r F—I rx+ W o
GALLONS/DAY X 4= 440 GALLONS PER DAY �� � 0 5TEFH,NJ.OLEARY O W z
Prlt CARLA/AROCC/ 3 A/0 1" n F a
SEPTIC TANK: 1000 GALLON (MIN.)*** \li■ I'10V 1 ' L'ii. Z s
\\ 0
500K 4,577 PAGE/O d V.� � � ' �
ENHANCED TREATMENT UNIT***: IN PLACE OF A CONVENTIONAL /P6 > �+ rAVIV.239./2-2-B7 w Z O
SEPTIC TANK A CLARUS FUSION 450 ETU IS SPECIFIED TO PROVIDE ENHANCED g _�� UTP (LAKE WA TER5UPPLYJ m O Z
TREATMENT CAPABILITIES. THIS UNIT IS SIZED FOR A 450 GALLONS PER DAY 0 r- E- E"I W 1% W
FLOWRATE AND COMPLIES WITH NSF 40 CERTIFICATION STANDARDS. SEE PLAN N TPds TOWN OF QUEENSBU
SHEET WW-3. \I/ BUILDING& CODES
L� ?2 EFFLUENT PUMP TANK
PUMP/CONTROL ASSEMBLY: THE SIMPLEX PUMP UNIT(GOULDS PUMPS MODEL SEE DETAIL
3885 OR EQUAL) SHALL BE INSTALLED IN A 4' I.D. PRECAST CONCRETE PUMP p- / 3
CHAMBER. THE CONTROL PANEL SHALL BE A TIME-DOSED PANEL BY SJE
RHOMBUS LOCATED WITHIN A MECHANICAL SPACE WTHIN THE RESIDENCE. THE R d ry Z 7
PROGRAMING OF THE PUMP/PANEL AND FLOAT SETTINGS SHALL BE / 11" PE OR PVC FORCE Q 2 W o
COORDINATED WITH THE ENGINEER DURING THE'START-UP' OPERATIONS. MAIN INSTALLED AT
CONSTANT SLOPE TO PROVIDE J E-1 a �, \ CDM
ABSORPTION SYSTEM: TREATED EFFLUENT DISCHARGED FROM THE FUSION 450 GlP� DRAINBACK TO PUMP TANK 2
SHALL BE DISPERSED TO A WASHED, CRUSHED STONE ABSORPTION FIELD AS (—
DETAILED ON PLAN SHEETS WW-1 AND WW-4. DUE TO THE HIGH QUALITY OF
EFFLUENT AN APPLICATION RATE OF 0.8 GAL./SF/DAY IS PROPOSED. / PROPOSED RETAININGW a W Y z
\/ WALL AS NEEDED TO�p�VVIV�� OFQU N( I E-4 3 m
C Y' U- a
BUILDING & F O
#1 PRECAST CONCRETE' o
IN 0 / D-BOX. SEE DETAIL Reviewed 61��/ !/ / � q
1. NO NEIGHBORING WATER SUPPLY WELLS EXIST WITHIN 100' OF THE 0 g
PROPOSED ABSORPTION FIELD. / Date: 1� 1' ( 7�
2. THE PROPOSED RETAINING WALL SHALL BE CONSTRUCTED OF MATERIALS1---
OF THE OWNER'S CHOOSING. A RETAINING WALL OF MANUFACTURED /
BLOCK SHALL BE DESIGNED BY OTHERS. GRAPHIC SCALE f �-
3. FINISHED GRADING OF THE ABSORPTION FIELD AREA SHALL DIRECT I
SURFACE RUNOFF AWAY FROM THE ROADSIDE OF THE RESIDENCE. 239.12-2-86 SEP-000806-2016 ^ o
4. VENTING OF THE CLARUS FUSION TANK SHALL CONFORM WITH THEr �/� j.� ii ._I w 0
z
MANUFACTURER'S RECOMMENDATIONS. Carroll Scott & Chris MOtta "
73 Brayton Lane 3Q 25 20 15 10 5 0 15 30 60 U ^II w
Residential Septic Alteration (IN FEET) to 5
1 INCH = 30 FT.
w xm
L A K E G E O R G E T
SOILS ANALYSIS-TEST PIT DATA W l`/J
OCTOBER 14, 2016 x Z CQ
PROJECT z
PARCEL DESCRIPTION: THE EXISTING SEPTIC SYSTEM CONSISTS OF AN LOCATION F-I
UNDERSIZED SEPTIC TANK, A SMALL EJECTOR PUMP AND AN UNKNOWN W 9,
DISPERSAL SYSTEM. BASED ON AN EFFORT TO MAINTAIN A DISPERSAL p
FIELD AS FAR FROM THE LAKE FRONT AS POSSIBLE AN AREA 0 n P
UPGRADIENT AND INCLUDING THE EXISTING DISPERSAL AREA WAS
INVESTIGATED. TEST PITS WERE EXCAVATED IN THE AREA OF THE O F J
PROPOSED WASTEWATER SYSTEM AND LOGGED BY DENNIS MACELROY, o G r u O O j W
PE THE SOIL LOGS OF THESE EXCAVATIONS ARE AS FOLLOWS: p�' w 11
TEST PIT 81 - NORTHEAST CORNER, NEAR WOODEN WALKWAY V wnr
0" - 4' TOPSOIL W = M
4" - 16' MEDIUM SAND, BROWNr l a+ _^N
18' - 26' MEDIUM/FINE SAND - BROWN, ORIGINAL NATIVE SOIL EXISTING HOUSE CORNERCONC.
'26"+ REFUSAL RERVALL
SEWER LATERAL �p� ��/► � N/v Z
NO OBSERVATION OR INDICATION OF GROUND WATER RIDGE ROAD V 1 I� �• Lo Q
LANDS N/F W %.o j
AGNES ROULIER V 1 Z N
TEST PIT 3 SOUTHERLY SIDE, ADJACENT TO RETAINING WALL JOSEPH RODUEw
R NDscnr
BOOK 3530 PAGE 32
0' - 2" TOPSOIL TA1(0.239.12-2-55
to
2' - 18" LOAMY SAND - ORANGISH BROWN ops /'V C it
(LAKE WATER SUPPLY) `^\ O F�-I
18"+ REFUSAL VICINITY PARCEL MAP W a N
NO OBSERVATION OR INDICATION OF GROUND WATER - SCALE: 1" = 2000' t F"
LAKE GEORGE �E—+I O. W
TEST PIT 43 SOUTHERLY SIDE, 6'+/- TRENCH DOWN SLOPE O `' 19 w0,% (11ARRI5 BAY) �4 E-1 Z
A
WOOD VAULT
0' - 21" (UPPER)
- 16" (LOWER) TOPSOIL TO SANDY LOAM
16 °r
16'/21'+ REFUSAL
NO OBSERVATION OR INDICATION OF GROUNDWATER APPROXIMATE 51 '°o• F ops Aon � W Q a
LOCATION OF EXISTING 3� 'Q DecK IL L
TEST PIT#4 NORTHERLY SIDE, ADJACENT TO RETAINING WALL AT ABSORPTION FIELDa3 a
BASE OF SLOPEs2. 6 Q
0. APPROXIMATE LOCATION � J Z t)
o• - 10" TOPSOIL O in
10" - 3s' LOAMY SAND- BROWN °a /' OF EXISTING SEPTIC J"'CQ a
FILL SOILS(?) oy 25Toev TANK AND EFFLUENT
36"+ REFUSAL ti BUILDING PUMP TANK r,
NO OBSERVATION OR INDICATION OF GROUND WATER ( ti \ - W j J
o I Pa zm 2 �
TEST PIT#5 UPPER AREA � \ r, CQ Z
NTS 26s F�-I 11 fes■
O' - 2' TOPSOIL OVER OLD PARKING/DRIVEUTP WAY po � 41Z
2' - 16" SHOULDER STONE TO CRUSHED STONE yp rr/r0 0�' Ztl
PROPANE TANK N o �•
16" - 42' LOAMY SAND / \\ SO W 0 "/ W W
FILL SOILS(?) Qo / li
42'+ REFUSAL s`' 'c. Rr LAKE (� \� W
NO OBSERVATION OR INDICATION OF GROUND WATER GRAY G /// � \ SETBACK ^ / ? Z
SOILS ANALYSIS-PERO TEST DATA iaf � z — co V E-E E W W
OCTOBER 2016 A
Tplp - �� s L4NO5 N/F
PERC TEST ANALYSIS- THE PROPOSED FIELD AREA WILL REQUIRE THE vT � e` ', STEPHEN).OLEARY
ADDITION OF FILL SAND (QUEENSBURY'RED DIRT') OVER THE EXISTING /+ • CARLA IAROCCI
SOILS TO COMPLY WITH THE VERTICAL SEPARATION STANDARDS. THEA �I/ BOOK 4,577 FACE/06
FILL SOIL WLL HAVE A 6 - 7 MINUTE +/- PERC RATE THE NATIVE rn✓a /+ 7—AVID.2,55-12-2-67
SOIL BELOW HAS A PERC RATE IN THE DESIGN RANGE OF 10- 30 Ali UTP (LAKE WA 7-ER5UPPLYJ
MINUTES PER INCH. THE PROPOSED APPLICATION RATE OF THE HIGHLY 0 /+
TREATED EFFLUENT FROM THE CLARUS TREATMENT UNIT IS PROPOSED 7n/5
TO BE AT 0.8 GALLONS PER MINUTE. APPROXIMATE LOCATION
12 0 OF EXISTING FORCE MAIN m m
j Z t- N,
Ld _ Zp
H Q a Y F
X Z 3
c.s / =ire
w O 0
/ a
e
W < V
m >42
S-
/ GRAPHIC SCALE N
MAP�� O
BASE INFORMATION 'SURVEY MAP FOR CHRISTINE M. MOTTA / O Z I
ABL ,
SURVEYING, PLLCAND SCOTT K. ADATED JULY 31, 2016AT 73 N LANE', BY Q M
30 25 20 15 10 5 0 15 30 60 0
(IN FEET) (n
1 INCH = 30 FT.
a
xm
AIR
FUSION CONTROL PANEL RED LINE BLOWER
(LOCATE PANEL WITHIN POWER V
HOUSE AS PER OWNER) CORD W �
AIR LINE FTi C%2
LOCATE PANEL TO PANEL F•1••1
WITHIN HOUSE ADAPTER E--1 �+
w ^W
_
PANEL
RED AIR PANEL O ^ U J N Z
NE
O O J h W
BLOWER \ �� RUBBER U W r
RISER AND LID Tn Pia BLUEELBOWS rU), W a M N
C
BLUE AIR LINE rw W Qom,, _ ^
LINE _' p4 jQ7yi N (o 0
CLEANOUT Z
' - TO DRAIN FIELD N
BUILDING O W E-1 Q r
SEWER LINE AIR LINES O F-1 d } W
n
FUSION TREATMENT UNIT pq
� W � Q
a W
�\ Daa
FUSION 450 AIR PUMP DETAILS � Z
FUSION 450 TYPICAL PROFILE N❑T TO SCALE Z F Z
N❑T TO SCALE
P, W �
w0 � �
W�
�j�
84 3/4 U Z c.� Z 41 Z
o� � W w
�
OUTLET w � �� Z ;
M _ TYPICAL RISER CONFIGURATION N O Q Z
INLET OUTLET N 1N � W N E E LuW
H E $
ILlim m
OPTIONAL DECORATIVE ROCK CONFIGURATION
L O \
uj
W O
3
NOTES: U A o
a 1) DIMENSIONS "I" AND "E" ARE TO THE BOTTOM OF THE INLET/OUTLET PIPE. c
\ 2) THE OVERALL HEIGHT DIMENSION "H" IS TO THE TOP OF THE NARROW o
`OLo In ADAPTER RING, NOT THE RISER LID.
`r 3) A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE
PURCHASED SEPERATELY.
EXCAVATING DIMENSIONS If1
SYSTEM L I W I H I I I E z J
FUSION 450 7'-1" 3'-8" 5'-2" 4'-4" 3'-10" TYPICAL INTERIOR CONFIGURATION O I
W Q Z
FUSION 450 DIMENSIONS & EXCAVATION DETAILS AIR PUMP DETAILS 0 � W
NOT TO SCALE Q =
NOT TO SCALE �
a
GENERAL.NOTES:
A
6" MIN. THICK IMPERMEABLE +• srRTQswLrcHHfmYi•AMWsR.DlTYIBCWsac10Ff.MIURAWFnTULcX /mlw
smENT siarcE Am FT31WE wweu,¢¢gmuT NNOWFM A6LL
CLAY BARRIER TO BE INSTALLED L Irsrs YM LE,stn•(+■®aO WYQoaah m+Yur.wa,rte usl Btol ug zy3'LAY wTmmx w SiFR r al pq F�
AROUND VERTICAL PERIMETER OF V msv(ts W 4 W wa s a,OWN®mBmc FABi(OO l 3,w m EV4 I.+..F 0
ABSORPTION FIELD. 45 MIL POLYPROPYLENE 4T FNx£ASIDaIS WO NTE 1 TL TR°IT .KM Ru WOR•TR LUT IIOE— O
LINER CAN BE USED IN PLACE OF CLAY wrAs w s potavn■v w a m 19a IQm rtE rFOxna rw.v>�aFtaaro mlxxr a,APsc >'cQ
BARRIER UPON APPROVAL BY ENGINEER. a TfE 0mot mz v ar ma swz ff as■n A I■m■r w K EDB■axon TIE m¢sMu a Taollm otx tN:
(OSIS tp TfE1RY 4E Q'TE B60C cv
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3:1 SLOPE OR FINISHED GRADE TO , z
RETAINING WALL, NON-WOVEN FABRIC 4" PVC PERFORATED #1 D-BOX x, a
AS NEEDED SHEETF IE- DRAIN WAY ® +W
FROM FIELD LATERALS Q,� tm p
DRAINAGE SWALE. COVER 6' MIN n rLoxM o■Mxx RED rM A w NNBw A aT FDac svU.,or TOam M AaE p■tm IRT a'Io¢tvx O Idle IN
,lW W IP�i aPIN MIA FRT H1Y0➢E HMZ MD 9�90N.BLLD«QR p 1fE IOM S 9EfT F!®G NO � N Z
BLEND GRADE INTO COVER TIER s W0 mxa0Rva1 a tma nmPn ro TfE■Yarn E _
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OR ROCK REN UOMOOO POST
12'THICK WASHED
APPROXIMATE CRUSHED STONE BED `a s¢n r oR u
EXISTING STONE 3COW POS S N icor uN
EXISTING GRADE ()'TO 1j' STONE) REFER TO SHEET WW-4 WALL TO BE REMOVEDEXISTING r f V
WALL TO BENE REMOVED 28 FOR FILL SPECIFICATIONS PLAN I-II ///JJJ qqq
MOVEN 211(tE QUAU r, � Ir of
OEOTIX 3+10 Idr EWAI.1 F�r.�.{y�'
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4REE NSTAUAn0.N.OT.T 67
NOT TO SCALE 1 It T_ Fq
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BLEND TO 6" MIN. THICK IMPERMEABLE
EXISTING GRADE CLAY BARRIER TO BE INSTALLED
AROUND VERTICAL PERIMETER OF PROPOSED RETAININGa
FINISHED GRADE TO ABSORPTION FIELD. 45 MIL POLYPROPYLENE WOVEN WALL AS NEEDED n�+ u�nis uRaB co
AZ
SH[ETFFABRIC INSTALLATION NOTES: coLOW DRAIN LINER CAN BE USED IN PLACE OF CLAY � 01X0
AWAY FROM FIELD BARRIER UPON APPROVAL BY ENGINEER. amOmc TTBm AQe0w1t• lBLE FASFm RnaN wsnNc Ecc Ana C 14 0 N
NON-WOVEN FABRIC snrmr w Lor¢PER TxN TlZ TQ°'sapu a PosIBLE (�
2 FllFlt COIN ro E rAsiDm SELTiELY ro 1wA■taE I (Imo/1�
FDICE tON TD 9'IG]EMf.Y K'N TP NQ if0 /F���� l(p]AI•
5'LTOX. OIUVATE—,BURY IL 50.T YON.FABRIC bK ® �,
e PERFORATED S pa,u�� i1FR O ,nxa OW�� MO BA-/aMPACT IXGIM EMM r
PVC LATERALS 6" MIN ,1lY swL ff aWRAFTm m sc MaEz ram xo . W Z `d
03
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\' + Z
IITEMPORARY)T a
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TmT T13 SCALE y i 6u W
O
`..-- _e--`'— --• _, ,_ •A V ''- = 24"FRAME AND COVER TO BE w V
—' '——• �. - HEAP DUTY PLASTIC FRAME AND PRECAST PLASTIC
ISM
COVER ASSEMBLY BY ZOELLER RISER A ZOELLER In O p®�
/ - OR EQUAL OR EQUAL AS E E !3 ISI
APPROXIMATE FIX FLOAT BRACKET NECESSARY
REFER TO SHEET WW-3 EXISTING GRADE = TO TOP OF TANK OR
FOR FILL SPECIFICATIONS EXTEND CLAY BARRIER - RISER SECTION.
12" THICK WASHED 18" MIN. INTO 12' f
CRUSHED STONE BED �
EXISTING GRADE PRECAST CONCRETE
TO 11' STONE) ••�••• PUMP CHAMBER (4 FT DIAMETER) E
wT W/24"OPENING BY EUTOPIA
OPTIONAL, ENTERPRISES OR EQUAL
>1 fn . TIMER •• [�] p
® D SECTION Ria Of• •OVERRIDE GUIDE RAIL LL.I ^ T/� m
/'l ♦ SYSTEM FLEXIBLE BOOT E"1 V 1 ro
NOT TO SCALE 00
FLOAT
'•� ALARM BY CONERY TYPE CONNECTOR (fYP)
MANUFACTURING
FILL SYSTEMS STANDARD NOTES -H 4: ROBE TO CONTROL PANEL hI O
• AT HOUSE
A.IN THOSE CASES WHERE TESTS FAR HIGH GROUNDWATER DETERMINATION AND SOIL PERCOLATION AS PROWDED FOR IN M D __ TO CLARUS TANK Y
THE APPENDIX INDICATE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADE7f/A7E FDR AN INSTALLATION.A Flu - UNION ;•PVC AT 1%MIN. --"- r-( O
SYSTEM MAY BE UTILIZED,PROWDED THE FOLLOWING SPEonCA7IAVS ARE MET. FINAL APPROVAL OF FILL SYSTEWS SHALL X : DISCONNECT W _
NOT BE GRANTED UNTIL THE FILL/S/N PLACE AND THE SY37EW EVALUATED ACCORDING TO THE ADMINISTRATIVE Q ROWSIONS M THIS ORDINANCE 4„ coV 1 Q
Ya TURN BALL VALVE DRAIN BACK
a THE DE51GN AND INSTALLATION OFA FILL SYSTEM SHALL COMPLY WMTH THE FOLLOWING SPECIFICATIONS` VALVE FOR COIR CLIMATES 0
AND SEASONAL APPLICATIONS J
7) THERE MUST BE AT LEAST TWD(Z)FEST M NATURALLY OCCURRING SOL(THREE(3)FEET WMTIHIN 7000 FT M INCE I—_III O <
CEOiRGE)OVER AN INPIRWOUS LAYEL FLOW 1 ' III—III O
2) THE MAXIMUM ALLOWABLE EXISTING NATURAL GRONND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE ZEN(10) �- - 0 '- I BALL CHECK VALVE O
PERCENT. TO DISTRIBUTION BOX
3) WHEN PLACING FZLL ON TM M EVS77NG GRADE ORGANIC DEBRIS INCLUDING LEAVES ROOTS,AND OTHER PLANT I 4 1-1/2-PVC -I I I-
FORMS SHALL BE REMOVED PRIOR 7O THE PLACEMENT OF THE RIIL AND THE NATURAL SOIL PLOWED OR SCARIFIED. 1 1�2"PJC FORCE MAIN -I SCH-40 AI I I I
4) THE SOIL USED FAR FILL SHALL BE WELL GRADED LOAMY SAND,OR WELL GRADED LOAMY SANDY GRAVELS AND I TIMER I_I I I
SHOULD CONTAIN A MAZUM M TWELVE OH2)PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO _ ENABLER SOLID OB,.ECT LARGER THAN THREE C3)INC ES
W DIAMETER AND THE ALL SHALL BE ALLOWED 7a STABILIZE FLOAT
NATURALLY FOR AT LEAST SIX(8)MONTHS OR BE MECHANICALLY COMPACTED. -I •y' CRUSHED STONE BACKFILL TO
_ L�4•::�;'..::-'•: w•:'.'.: ;.Y. +'•'." III—I SPRINGUNE OF PIPE(IVP.)
S) SUFF7CENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM M THREE(3)FEET BETWEEN ANY TRENCH BOTTOM AND .•y ., .: .�:;�•�
71
MAvmum INCH SEASONAL GRDI/NDwmm TIH/S SEPARATION MUST BE THREE(3)FEET wT HRN 7000 FEET OF LAKE -I �. .. •.. I I-I I(- O
IBLE EFFLUENT PUMP; _
B) ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN RILL SYSTEWS. SUBMERS8 MIN CRUSHED STONE III= NOTE L;j O Z
MODEL 38BS BY GOULDS PUMPS =I LEVEIJNG FOUNDATION _ -ALL PIPE CONNECTIONS TO USE .__I
7) A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSMW IN THE UP-SLOPE DIRECTIONM AND OR APPROVED EQUAL PRESSURE FITTINGS. {�
Q
SUFFICIENT LENGTH TD DIVERT SURFACE AND SHETT WATER RUNOFF AROUND THE FILL SYSTEM. CONTROL PANEL TO BE TIME DOSE W
e) THE TM M THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO ALLOW NATURAL SURFACE I I-I I I_I I I-III III I t IN;I I— -I I I i i I I ,III--I I' L MOELFS CONTROLLED BY SJE RHOMBUS V/ W
RUNOFF,AND SEEDED. _
B) SIDE SCMES OF 7NE FILL SHALL BE STONED TD A SLIME NOT STEFINEER. ONE(1)VERTICAL AN THREE(3) SIMPLEX PUMP PIT Q
HORIZONTAL UNLESS RETAINED L A GRADED TO AS ORDERED BY ENGINEER. N
rlOr Tn SCALE
_ r