1.2 1.2
SETPH.VAR\Caroll Motta-Replacement Wastewater System to Lake,Line&Dwelling—11-7-16
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF SCOTT CARROLL AND CHRIS MOTTA
RESOLUTION NO.: ,2016
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, Scott Caroll and Chris Motta have applied to the Local Board of Health for a
variance from 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 at 73 Brayton Lane, Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing
on Monday, November 21St, 2016 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Scott Carroll and Chris Motta's sewage disposal variance application
concerning property located at 73 Brayton Lane, Queensbury(Tax Map No.: 239.12-2-86) 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' of the applicant's property as required by law.
Duly adopted this 7th day of November, 2016,by the following vote:
AYES
NOES
ABSENT:
11111111111111 D
ern"
, 1IIIVIIIIIIII
ENVIRONMENTAL DESIGN
PARTNERSHIP,LLP
October 31,2016
Town of Queensbury Board of Health 0 10 le
742 Bay Road
Queensbury,NY 12804
RECEIVED
Attn: John Strough, Supervisor I NOV 0 1 2016
Re: Carroll-Mona Wastewater-73 Brayton Lane QUEENSBURY
BOH Variance Request SCLERK'S OFFICC
Dear John: ��
Submitted for your distribution are nine sets of a Board of Health wastewater system variance application
for a single family residence located at 73 Brayton Lane. Owners Scott Carroll and Christine Mona are
proposing to replace their existing waterfront wastewater system and are requesting a Board of Health
variance for the tank system setback. The application documents include the following:
• Replacement Wastewater System For The Carroll/Motta Residence- 73 Brayton Lane
Sheet WW-I Wastewater Variance Plan
Sheet WW-2 Existing Conditions Plan
Sheet WW-3 Giants Details
Sheet WW-4 Wastewater Details
• Queensbury Town Board of Health Application for Septic Variance
• Application Fee-$100 check
I am available to meet with you and/or other Board members to further discuss this proposal prior to the
public hearing. Thank you for your consideration of this request.
Sincerely, ` '...F141410
Dennis MacElroy,PE
Environmental Design Partnership
Attachment
Cc: Dave Hatin
Scott Carroll-Christine Mona
900 Route 146, Clifton Park,New York 12065 phone(518)371-7621 -fax(518)371-9540
—
Town of Queensbury Building & Codes Office Use Only
SEPTIC VARIANCE APPLICATION Received:
Tax Map ID:
Submittal: 1 original&8 copies of the completed application package Permit No.:
Permit Fee: $
Approvals:
Owner Scott Carroll&Chris Motta Owner's Agent Dennis MacElroy
Address 65 Queen Anne Drive Address 4 Glens Falls Tech Park, Box 5
Slingerlands NY 12159 Glens Falls,NY 12801
Phone 518 229-3831 Phone 761-0317/376-4485
Directions to Site: Rt.9L to Assembly Point Road,0.2 mile to Brayton Lane on right #73
Distance from well on property to septic system (if applicable) NA feet
Is it possible to install a conforming septic system on this property? Yes / No
If YES, please explain and attach diagram:
Does proposed system meet setback requirements for distance from wells &septic systems on neighboring properties?
Yes _No If NO,please explain:
Is proposed system to be installed over a parking area? Yes No
Section of the Sanitary Sewage Ordinance from which you are seeking the variance: (example: leaching system will be 89 ft.
from well in lieu of required 100 ft. separate distance):
V-1 Claws Tank located 43'from shoreline vs.50'required
V-2 Pump Tank located 8'to property line vs.10'required
V-3 Claws Tank/Pump Tank located 7'from dwelling vs. 10'required
Town of Queensbury Building&Codes Septic Variance Application 518-761-8256
14st the names,parcel aft-cases. and tax map numbers of all adjoining property owners. You may obtain tax map numbers
from the Assessor's Office as well as tie names and addresses:
North Name Joseph 6 49nr,RouFier - --
- Address re erten tame Lake ewe.m t 2845
Tax Map Cr 239,52-2-65
South Name: sz wt.,-meaty s cans riicxo
Address :4FFalldtsR conuen,NV iCSO
Tax Map ID aa3 ;2467
East Name: Lake Ceorse
Address
Tax Map lD _
West Name: ac 1.,t-AneTto-er : t%A4vc sat">t(LE
Address jzoi "Zeo-aEVECr Rp, Bag-PA:Wkt W( IZ53t3
Tax Map NJ -act 8AA
OWNER STATEMENT
1,we do hereby relieve the Town of Queensbury from any Ilabitties cn the plumbing and septic system located at
I,we realize that putting tie ems,septic thnk,or teaching system less than the required 50 feet from the
may iraas,risk spott6on
Ownera'rint Name: Sem Carrottlynarke,Matta
Owner-Signature: l it d1'F"^ :-� Date: /0/3dne:
l
NEIGHBOR OR TENANT RELEASE STATEMENT (it appgcablej
I, we do hereby relieve the Town of Queensbury from any babiiities on the plumbing and septic system located at
I,we realize that putting the septic tank or ieachiig system less than the required feet from the
may increase risk of pollution.
Neighbor or Tenant-Print Name:
Neighbor or Tenant-Signat€rre: Date:
r i
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. Location map showing the site within the Town of Queensbury; i
2. 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(streets,steep slopes, lakes,wetlands,etc.)
f) Location of all wells and septic systems on neighboring properties
g) Adjacent ownership
h) All properties within 500 feet.
A sample plot plan and location are shown below
.1, 0 isig. :
\_ ,Sample Loralion Map I Hii.,‘
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Town of Queensbury Building&Codes Septic Valiance Application 518-761-8256
rues page PinuueS me fvrrt7iorizauo r w AU eii 'VC!rt rum, enigu umiu r to yraula+n c, rumen 140w r nn VIM resew, 41 4-4
permit responsibilities and agreement to provide documentation required.
Complete the fgilovring if the OWNER is ung an Agent
owners Name: Scan CarrallCr 1s ne Motta
Designates: Dent':Weary as agent regarding Septic Variance for
Tax Map ID: 739 ,a7act
OWNERS SK3NATURE:(?f'`..ul -c- / t �'}/ ti ){.,"�1'(~r Date: JD/3//112
i 3 \J
Engineering fee Disclosure: Applications may be referred to file Town consulting engkieer for review of septic deisrp, storm
drainage,etc. as determined by the Town Board of Heater Fees for engineering review services will be charged directly to the
applicant
Authorization far Site tits: By signing this page and submitting the application materials attached, herein. the Owner.
Applicant and his/her/,heir 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 perms may be required for construction or alteration activity subsequent to approval by the Town Board a'
Heat. It is the applicants responsibility to obtain any additional perm.
Official Meefrig Minutes Disclosure: Its the practice of the Town Board of Health to have a designated stenographer tape
record the proceedings of the meetings resulting from appbcation, and thatminutes transcribed from those tapes constitute the
offal record of all proceedings. if them is a discrepancy between such record and the handwritten minutes taken by the
designated stenographer, tie handwritten minutes shall be deemed the official record.
11 if* undersigned, have thoroughly read and understand the instructions for submission: agree to the submission
fission
requirements and completed the checklist_
PRINT NAME OF OWNER: :;col cf` tt*te r1a V r
,�//� (� C, v
SIGNATURE OF OWNER 0.-11. .o . �F -- /0/3,/l6
DATE:
PRINT NAME OF AGENT: °'''''``
SIGNATURE OF AGENT: �� :c- 1-12t 7`t
DATE: \O 1-1e0
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eee tee. one
Le1S OmRGf "Wi 14},iW k t V-1 CLARUS TANK TO SHORELINE L�
VARIANCE REMIESPIS
43'PROPOSED VS 50'REQUIRED \\ x
V-2 EFFLUENT PUMP TANK TO PROPERTY LINE \ ^r �y
gg A' t t [tea' B'PROPOSED VS 10'REQUIRED
P
V-3 EFFLUENT PUMP/SEPTIC TANK TO HOUSE 0 IL g
T'PROPOSED VS 10'REQUIRED Nc
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`' AGNL'3 RODUER L(1 v pi h N.
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- r �.--' .,�-- ., ..�'AS D4nf• �8 (LAXEWATER SUPPLY/ /�'� EI ^J 1F/!Z
fu
LAKE GEORGE
(HAPPIS15A1O U1 wzN
N Rul
Qac,*' APPROXIMATE W .�
T1P SS \ .�ooK SHORELINE W E F
J a`� H Z�w
\'•�.; \1 �1 I�- � e _ _ _ ABSORPTION BED 16 \a Y_t �° E� N�4
SITE,TACAIRON
SCALE: --2000' /y
PIES BASS OF DESIGN 0 7' j z 40
PROJECT: CARROLL/MOTTA RESIDENCE ,§s ?.I I 4 F N
REGULATORY AUTHORITY: TOWN OF OUEENSBURY v:e d \ ^\ H^ 012F a
WATER SUPPLY, EXISTING WATER SUPPLY IS MGM LAKE GEORGE.NO CLARUS ZF 4SO a 02 LL Z
NEIGHBORING WELLS EXIST WITHIN 100'OF THE PROPOSED ABSORPTION FlELD. eHorave V AOh \ 10, 02 z
SOES: THE EXISTING SITE SOILS IN THE AREA OF THE ABSORPTION FEW � i H STs. $' 9 kT LAKE �W�-i Z UA
UA
ARE A LOAMY TOPSOIL TO A MEDIUM/TTNE SAND WITH NO OBSERVATION OF rnzr - 8ET8 LCK A1"y O W 0 O
GROUNDWATER. REFUSAL(LEDGE)WAS ENCOUNTERED IN EACH TEST NO LE m YH\
RANGING MGM 16'TO 42, SUPPLEMENTAL FILL SOILS WM BE ADDED AS � -lit
NEEDED TO COMPLY WITH VERTICAL SEPARATION STANDARDS. lea AST\ •ri 1p�qp �L p G9"(� Q! �'
FLOW RATE: THE DESIGN IS FOR A FOUR BEDROOM FLOW RATE OF 11D ! m/ pb
GALLONS/DAY X 4-44O GALLONS PER DAY C� \, 'D I/ 5 .5]FPH"J.O fA Il 1�'I1 O Bi W W
SEPTIC ITANK: 1000 GALLON(MHNJ... SR` 1' \.r s CA kYA t4R0001 /1 y \ 'Z
ENHANCED TREATMENT UNIT,**; IN ETUPLACEIS OF A CONVENTIONAL ± 7-19.239.12-2d7
SEPTIC TANK A ClARUS FUSION 450 EN IS SPECIFIED TO PROVIDE ENHANCED ` _ (LAKE WATER SU!'PLY/ //��.i� \j173 O ,1z,wOr z
TREATMENT CAPABIUTES,THIS UNIT IS SIZED FOR A 450 GALLONS PER DAY 8 \ W �/ W W
FLOWRATE AND COMPLIES WITH NSF 40 CERTIFICATION STANDARDS.SEE PLAN t—E E,Y is \` r
SHEET WW-3. -
PUMP/CONTROL ASSEMBLY. THE SIMPLEX PUMP UNIT MOULDS PUMPS MODEL � L2 y �� EFFLUENT PUMP TANK.
3885 OR EQUAL)SHALL BE INSTALLED IN A C I.D.PRECAST CONCRETE PUMPo - _ SEE DETAIL )
CHAMSP.S.
ER.THE CONTROL PANEL SHALL BE A 71.E-DOSED PBY SJE
RHOMBUS �,a LOCATED WITHIN A MECHANICAL SPACE WITHIN THE RESIDENCE.THE / 1 � m
PROGRAMING OF THE PUMP/PANEL AND FLOAT SETTINGS SHALL BE t( ( 7p" PE OR PVC FORCE W
COORDINATED WITH THE ENGINEER DURING THE'START-UP'OPERATIONS. / MAIN INSTALLED AT /� E
CONSTANT SLOPE TO PROVIDE E- a4
ABSORPTION SYSTEM: TREATED EFFLUENT DISCHARGED FROM THE FUSION 450 L1ef DRAINBACK TO PUMP TANK g -4 c�
SHALL BE DISPERSED TO A WASHED.CRUSHED STONE ABSORPTION FEW AS IB-
DETAILED
yDETAILED ON PUN SHEETS WW-1 AND WW-4, DUE TO THE HIGH QUALITY OF
EFFLUENT AN APPLICATION RATE OF 0.6 DAL/SF/DAY IS PROPOSED. �\ // PROPOSED RETAINING �( W
\\ ,' WALL AS NEEDED 7 E-4 's`GLII
BB7F.R f -8OX.PRECAST CONCRETE
DE DETAIL
1. NO NEIGHBORING WATER SUPPLY WELLS EXIST WITHIN 100'OF THE
PROPOSED ABSORPTION FIELD, 2
2 THE PROPOSED RETAINING WALL SHALL BE CONSTRUCTED OF MATERIALS
OF THE OWNER'S CHOOSING. A RETAINING WALL OF MANUFACTURED $
BLOCK SHALL BE DESIGNED BY OTHERS. GRAPHIC SCALE t 47
3. FINISHED GRADING OF IN ABSORPTION FIELD AREA SHALL DIRECT
FRfi�/ZLy6]}'
SURFACE RUNOFF AWAY OM THE ROADSIDE OF THE RESIDENCE
LAQ I
4. VENTING OF THE CRUS FUSION TANK SHALL CONFORM WITH THE (JJ O z
MANUFACTURER'S RECOMMENDATIONS JQ M
30 25 20 15 10 5 0 15 3C 60 6 _II LCL-j c �i
(IN FFFT) un
1 INCH = 30 FT.
6
L A K E G E 0 R 0 E
0 p
OCTOBER 14,2Di6 Wz m
NOT PIT DATA PRUIECT cli
P CEL DESCRIPTION:THE EMOTING SEPTIC SYSTEM CONSISTS OF AN LOCATION E- z 94
UNDERSIZED SEPTIC TANK,A SMALL EJECTORPUMP AND AN UNMOWN -159
DISPERSALSYSTEM. BASED ON AN EFFORT TO MAINTAIN A DISPERSAL M
FIELD AS FAR MOM THE LAKE FRONT AS POSSIBLE AN AREA 0
E GO 0 R 0 E
UPORADIENT AN INCLUDING THE EXISTING DISPOSAL ARE WAS 0 J
INVESTIGATED. TEST PITS WERE EXCAVATED IN THE AREA OF THE j
PROPOSED WASTEWATER SYSTEM AND LOGGED BY DENNIS MACEL!tOY,
PE.THE SOIL LUIS OF THESE EXCAVATIONS ARE AS FOLLOWS: 00
TEST PIT A-NORTHEAST CORNER,NEAR WOODEN WALKWAY
0":e TOPSOIL
e is MEDIUM SAND,BROWN
MEDIUM/FNE SAND-BROWN.ORIGINAL NATIVE SOIL EXISTING HOUSE
26*1 REI`USAI-
16* 26
SEWER LATERAL z
NO OB!BMVATION OR INDICATION OF GROUND WATER �.M"5� 5 RIDGE dRO.Q
,WZUfg
TEST PIT 02 SOUTHERLY SIDE.ADJACENT TO RETAINING WALL JOBF-Rat'll"R Z in
wo.39301-�- X 1-to
0*:2' TO SOIL r�lOr 235r 10-2-55 w
r 19" LOAMYSkND-ORANGISH BROWN
is'. REFUSAL \\ // VICIIQITY PARCEL MAP WQ
NO OBSERVATION OR INDICATION OF GROUND WATER SCALE:I"-2000'q LAKEGEORGE E-4 E IL
ME-aLa SOUTHERLY EDE,6'+/-TRENCH DOM SLOPE
(HARRIS f5A'r) z
Z
z
C*:21 (UPPER) IN 0
W To: (LOWER) TOPSOIL TO SANDY LOAM 14
16-/21-+ REFUSAL a. E- <
NO OBSERVAIRCLI OR INDICATION OF GROUNDWATER APPROXIMATEU2
W
LOCATION OF EXISTING a IL
TEST PIT-R NORTHERLY SIDE,ADJACENT TO RETAINING WALL AT ABSORPTION FIELDti to
BASE OF SLOPE APPROXIMATE LOCATION CD J Z tai
0*-To' TOPSOIL OF EXISTING SEPTIC 1.4 190
10'-36' LOAMY SAND-BROWN TANK AND EFFLUENT E- ca I-a
FILL s ILSM UJI
REFUSAL z cq z
3e. III. PUMP TANK I z IL
w0 5
NO OBSERVATION OR INDICATION OF GROUND WATER
ESLPIT-Ai UPPER AREA
O•-2, TOPSOIL OVER 00 PARKING/bRIVEWAY Cl (10 z td
2"-le SHOULDER STONE TO CRUSHED STONE 0 0
582yy
le 42' LOAMY SAND
FILL OILSM z w
1.W
42*. REFUSAL 51 So'Fr LAKE
NO OBSERVATION OR INDICATION OF GROUND WATER K
C TEST DATA • E-
OCTOBER 2016
z
o
c1l: z
P RC TEST ANALYSIS-THE PROPOSED FIELD AREA WILL REQUIRE THE T,,,Fvj OLBAkl
ABUTON OF FILL SAND(WEENWORY'RED DIRT)OVER THE COSTING 'Ak�Cl
SOULS TO COMPLY WHO THE VERTICAL SEPARATION STANDARDS THE BOOK 4e77PAGf
FILL SOIL WILL HAW A 6-7 MINUTE+/-PERC RAM THE NATIVE 239-12-1417
SOIL BELOW HAS A PER RAM IN THE DESIGN RANGE OF 10-M
MINUTES IN
TREATED PER CH, THE PROPOSED APPLICATION AM OF THE HIGHLY
MOE E ENT FROM THE CI-ARUS TREATMENT UNIT IS PROPOSED 'PS APPROXIMATE LOCATION
AT 0.8 GALLONS PER MMUTE, OF
EXISTING
FORCE MAINZ v
Z 0
E-i E-
In I—I
r z
0
GRAPHIC SCALE
MAP REOINSMOF
Z
ABL SURVEYING PLI-C,DATED JULY 3L 2016 6�
BASE INFORMATION'SURVEY MAP FOR CHRISTINE M.MOTTA 0
Lij o
AND AND BCD"K.CARROLL AT 73 BRAYTON LANE*.BY -j
30 25 20 15 10 5 0 15 Io ba 6 -11
v) w
(IN FEET) r V)
1 INCH = 30 FT.
MAR ri
UNE
FUSION CONTROL PANEL I,
(LOCATE PANEL WITHIN A, r:
cl?
HOUSE AS PER OWNER) m RANS_ z
MAANR NMt
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NOT TO SCALE E- � I "a
F�QN�45�QTY�PICAL PROFILE z M. Z:i
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NOT TO SCALE �4 co 5
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OPTIONAL DECOM�ROCK DIRDGMTO
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NOTE 2 THE!NLET/OUTLET PIPE, .9
k 1)DIMENSIONS Y AND-E-ARE TO THE BOTTOM 0
2)THE OVERALL HEIGHT DIMENSION"H"IS TO THE TOP OF THE NARROW
z AD-TER RING, NOT THE RISER LID
3)A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE
PURCHASED SEPERATELY.
E 0
SYSTEM L, —W H I - z
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PUMP DETAILS 0 co
FUSION 450 DIMENSIONS & EXCAVATION DETAILS AIR (n
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NOT TO SCALE
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SCALE: SHEET TEELE REPLACEMENT WASTEWATER SYSTEM FOR THE
AS SHOWN WASTEWATER CARROLL/MOTTA RESIDENCE
DETAILS
RECORD OF WORK DATE By 73 BRAYTON LANE
YARN"NO-JOUKIN 11/j/16 TOWN OF QUEENSBURY WARD= COUNTY, NEW YORK
TO am TAXMAP M# 239.12-2-86 OCTOBER 27, 2016
SHEET NO. ENVIRONMENTAL DESIGN PARTNERSHIP, LL
ROUTE 146 CLIFTON PARK,N.Y.12065 (518)3711-761r,
WW-4 k ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING
QNSY LWATMWARR8R\0AZRS3URy%MyTOM LANLNNMTA-CARML\dg\L$PLN-MMA-CMUMLL*g Oct 31,M6 034IN71%