BOTH-000314-2015TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000314-2015 Date Issued: Monday, February 26, 2018
This is to certify that work requested to be done as shown by Permit Number
has been completed.
BOTH-000314-2015
Tax Map Number:
Location:
Owner:
239.16-1-5
5 SIGN POST RD
Kate McCarthy
Applicant:Shawn McCarthy
This structure may be occupied as a: 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
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
OL Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: BOTH-000314-2015
Tax Map No: 239.16-1-5
Permission is hereby granted to: Shawn McCarthy
For property located at: 5 SIGN POST RD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Tyne of Construction
Owner Name: Kate McCarthy Septic Disposal $0.00
Owner Address: 3 Cherry Tree LN Total Value $0.00
Saratoga Springs,NY 12866
Contractor or Builder's Name/Address Electrical Inspection Agency
Environmental Design Partnership
112 Sunset TR
Queensbury,NY 12804
Plans&Specifications
Septic Alteration
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 11,2016
(If a longer period is required,an application for an ex ns' n must be made to the code Enforcement Officer
of the Town of Quee before t xpr on d
Dated at the To of Qu s ,November 11,2015
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT BOTH 000 314-2015
Shawn & Kate McCarthy
DArE 5 Sign Post Road
G Residential Septic Alteration
7c7
TAX MAP ID Z9 .lea— I ✓ , - - -
Permit Fee
LOCATION OFINSTALLATIOApprovals:
APPLICANT `[JI+AWK*-VA-,M MG (..RjrrV }( PHONE/E-MAIL IGa t4Lf rn=gAK 6 r 4
ADDRESS 7J C,*4Qx E L.Avig 7n6vY �Z
c
INSTALLER/BUIL)ER: 1 PHONET/ 'I
ADDRESS: ��1" @ NOV 102015
OWNER jJa771G PHON /E-16hNN OF CZUEENSI3!JP.Y
BUILDING : CODES.
Address u _ - c _-� -
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: I lEyAVV {AA�� PHONE-6-76z.-'q'4 S5
RESIDENCE INFORMATION '•PA„-1 a
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older 1 p'1t Garbage grinder installed _Y ZIN
1981-1991 Spa or Hot Tub installed _Y _N
1992-Present
PARCEL INFORMATION
Topography Flat rolling _Steep slope 1?'1 /.slope
Soil Nature Sand Loam Clay Other
Groundwater At what depth?
Bedrock/Impervious Material At what depth? >�J
Domestic Water Supply Municipal We (if r u any septic system absorption is_ft.)
Percolation Test Rate: 10 per minute per inch (test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size - gallons(minimum size 1,00 allons,add 250 to s to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length ft.; Each trench x
Seepage Pit with#3 stone How many: —;size
Alternative System e r other type? 17! t'EP C4aabH�1 �TeN£ —'z71'B*F
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.
DECLARATIoiv: 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 a 'de by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: 1 Date: 11—&—Y✓
Signature: 1 /AG.V0MT- F;&-%Z .Date: W-Ca—\'5
1�CIr"�H'r
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
INSPECTION WORKSHEET (SEP-000736-2018)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:BOTH-000314-2015Case Module:Permit
Inspection Date:02/15/2018Inspection Status:Failed
Inspector:John O'BrienInspection Type:Septic
Job Address:5 SIGN POST RDParcel Number:239.16-1-5
Lake George, NY 12845
Contact TypeCompany NameName
Contractor\[Environmental Design Partnership\],
Granted PermissionMcCarthy, ShawnMcCarthy, Shawn
Primary OwnerMcCarthy, KateMcCarthy, Kate
ApplicantMcCarthy, KateMcCarthy, Kate
ApplicantMcCarthy, ShawnMcCarthy, Shawn
Checklist ItemPassedComments
Building Inspector NotesYESFor verification of tank system/ and pump chamber
Absorbtion Fields: Total LengthYESSee plan bed system with 4" perf pipe 2" force main
Size of StoneYES# 2 stone
Engineer Report and As-BuiltNOEngineer asbuilt report to be provided. Spoke with D. MacElroy about
installation of system and providing as-built, some issues with system
being worked out. To provide asbuilt in near future. Date: 8/9/16
ETU Maintenance Contract providedNOTo be provided by engineer
Location of system on propertyYESRear of cottage
System Use StatusNO 1/30/18 Final Inspection Not Approved
-Submit Engineer?s Report and As-Built
2/15/18 Follow Up Not Approved
-Called Dennis MacElroy and left message for him to call me
regarding the status of the engineer?s report and as-built that needs to
be submitted ASAP!
O'Brien, John (Inspector)
Feb 15, 2018Page (14)
Vin rig SOILS ANALYSIS - TEST PIT DATA TEST PIT #2 SOUTH END, SLIGHTLY UPSLOPE FROM TP 1 to
OCTOBER 9, 2015
£�. 0 - 6" FOREST DUFF, ORGANIC MATERIAL W p
PARCEL DESCRIPTION: THIS SIGN POST ROAD PARCEL SITS ALONG THE EASTERN w COQ2
SHORELINE OF DUNHAMS BAY. THE EXISTING SEPTIC SYSTEM CONSISTS OF A 6 - 26" LOAMY SAND - ORANGISH BROWN, WITH FRACTURED ROCK
SEPTIC TANK AND AN UNKNOWN DISPERSAL SYSTEM. BASED ON AN EFFORT TO W to
PLACE A DISPERSAL FIELD AS FAR FROM THE LAKE FRONT AS POSSIBLE AN AREA 26 - 60" MEDIUM/FINE SAND WITH SOME ROCK
UPGRADIENT OF THE DRIVEWAY WAS INVESTIGATED. TEST PITS WERE EXCAVATED Q+'
IN THE AREA OF THE PROPOSED WASTEWATER SYSTEM AND LOGGED BY DENNIS NO OBSERVATION OR INDICATION OF GROUND WATER W W
a� MACELROY, PE. THE SOIL LOGS OF THESE EXCAVATIONS ARE AS FOLLOWS: [-1 k
� a 0
PERC TEST ANALYSIS - THE PROPOSED FIELD AREA WILL REQUIRE THE ADDITION U1 N Z
TEST PIT1 - NORTH END
OF FILL SAND (QUEENSBURY "RED DIRT") OVER THE EXISTING SOILS TO CREATE A Z
0 h -
0 - 6" FOREST DUFF , ORGANIC MATERIAL LEVEL BED AREA. THE FILL SOIL WILL HAVE A 5 MINUTE +/- PERC RATE. THE rT, 0 1-71 , W
NATIVE SOIL BELOW HAS A PERC RATE IN THE DESIGN RANGE OF 8 - 10 w U Mr >
6 - 28" LOAMY SAND WITH FRACTURED ROCK ORANGISH BROWN MINUTES PER INCH. THE PROPOSED APPLICATION RATE OF THE HIGHLY TREATED
EFFLUENT FROM THE CLARUS TREATMENT UNIT IS PROPOSED TO BE AT 1.2 W
28 - 60" MEDIUM/FINE SAND - BROWN, WITH SOME ROCK GALLONS PER MINUTE. W H =,U)
BOULDER HIT - WEST EDGE OF TRENCH - NOT LEDGE E--i cul (h CO a
O NO LEDGE, NO OBSERVATION OR INDICATION OF GROUND WATER Tn Ii lR a
c. Q IPF W.-J
sm zocATION LANDS OF BOTH 000 314-2015 H to
RICHARD & ELNA FAUCHER p o Shawn & Kate McCarthy Nlu
0 o IPF 5 Sign Post Road Q
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Residential Septic Alteration >- W� Z F
SITE LOCATION MAPmm
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1 INCH = 20 FT.
WASTEWATER SYSTEM: BASIS OF DESIGN o
PROJECT: MCCARTHY RESIDENCE O cv
REGULATORY AUTHORITY- TOWN OF QUEENSBURY
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WATER SUPPLY: EXISTING WATER SUPPLY IS FROM LAKE GEORGE. NO W
NEIGHBORING WELLS EXIST WITHIN 100'. ,,,777���
SOILS: THE EXISTING SITE SOILS IN THE AREA OF THE ABSORPTION FIELD ARE
A LOAMY SAND TO A MEDIUM/FINE SAND WITH FRACTURED ROCK. NO N }
OBSERVATION OF GROUNDWATER TO A 5' DEPTH. ✓_'
FLOW RATE: EXISTING 3 BEDROOM HOME WITH LOW FLOW
FIXTURES = 3 X 110 GAL/BDRM/DAY = 330 GAL. 0 Z
SEPTIC TANK: 1000 GALLON (MIN.)*** rNy ti
ENHANCED TREATMENT UNIT***: IN PLACE OF A CONVENTIONAL W W M N
SEPTIC TANK A CLARUS FUSION 450 ETU IS SPECIFIED TO PROVIDE ENHANCED FfF...q wU) c
TREATMENT CAPABILITIES. THIS UNIT IS SIZED FOR A 3 BEDROOM FLOWRATE Q IPF fi a
AND COMPLIES WITH NSF 40 CERTIFICATION STANDARDS. SEE PLAN SHEET LANDS OF w"j
FORCE MAIN CONNECTION
ASORPTION SYSTEM: TREATED EFFLUENT DISCHARGED FROM THE FUSION 450 RICHARD & ELNA FAUCHER 0 D TO #1 DISTRIBUTION BOX 3. N Z LA
SHALL BE DISPERSED TO A WASHED, CRUSHED STONE ABSORPTION FIELD AS �- (REFER TO DETAIL) w {y1
DETAILED ON PLAN SHEETS WW-2 AND WW-4. DUE TO THE HIGH QUALITY C C
OF EFFLUENT AN APPLICATION RATE OF 1.2 GAL./SF/DAY IS PROPOSED.
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STATION (REFER W h Q
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FOUNDATION LINE O 0.21 3C / 0.? V]O Z O Z
CHH W w w
Lake George 6 00 'y"A � PS�rP��0 �vE \ PROPOSED ABSORPTION
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2) THE OVERALL HEIGHT DIMENSION "H" IS TO THE TOP OF THE NARROW d nWN� o k
cO ADAPTER RING, NOT THE RISER LID. W m
3) A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE
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PURCHASED SEPERATELY. -imi 77
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EXCAVATING DIMENSIONS
SYSTEM L I W I H I I I E
FUSION 450 7'-1" 3'-8" 5'-2" 4'-4" 3'-10" TYPICAL INTERIOR CONFIGURATION z
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AIR PUMP ®ETAS Z
FUSION 45 IMENSI NS EXCAVATION DETAILSa
NOT TO SCALE C-) W
NOT TO SCALE Q-C) =
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PROPOSED BOULDER 0 O�
FRAME AND COVER TO BE HEAVY RETAINING WALL r r, �''
DUTY PLASTIC FRAME AND COVER PRECAST PLASTIC (DESIGNED BY OTHERS) FINAL GRADE F�-1 w
ASSEMBLY BY ZOELLER OR EQUAL RISER BY ZOELLER
OR EQUAL AS
FIX FLOAT BRACKET NECESSARY NON—WOVEN FABRIC �+
TO TOP OF TANK OR 3' MIN 6" MIN. COVER W W
RISER SECTION. VERTICAL /
12 t SEPARATION // / j N z
TO GROUNDWATER +. :: ••. F�1 �p
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SYSTEM FLEXIBLE BOOT / W
0 0 BY CONERYMANUFACTURING
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O O :'. MANUFACTURING
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-H .5,: AOBE TO SEFTC TANK / PVC DISTRIBUTING PIPES E-� V� G
O UNION CRUSHED STONE BACKFILL TO // r z
rri SPRINGUNE OF PIPE (TYP.) / 12" THICK WASHED CRUSHED //��
2 ••' DISCONNECT / �/ ' N a
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a
Y4 TURN BALL VALVE DRAIN BACK i/
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AND SEASONAL APPLICATIONS I=III- APPROXIMATE EXISTING GRADE "^'" �•, N
Flow NON—WOVEN FABRIC '� ' r. ►'L'i Q r
-— O _ — I BALL CHECK VALVE
TO DISTRIBUTION BOX 1 -,/2"" PVC =1I I- ' E L
/2" PVC FORCE MAIN -1 '.� sQH-� III=1 SECTION A: A ABSORPTION BED F, Z
— z —
�I PUMP OFF I II I III1 NOT TO SCALE W
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SUBMERSIBLE EFFLUENT PUMPS; 6'MIN CRUSHED STONE III=
MODEL 76 BY ZOELLER PUMP =1 LEVEUNG FOUNDATION _ III—III NOTE:
COMPANY OR APPROVED EQUAL T- ALL PIPE CONNECTIONS TO USE a
I I _ _ —III—III- PRESSURE FITTINGS J z (�
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_C)SIMPLEX PUMP PIT Q � aWCQ 20
NCT TO SCALE N0 PE JOINTS TO BE SEALED WITH 0 aQ ()r. -
TRANSITION FROM SIDR7 TO ASPHALTIC MATERIALS OR EQUIVALENT. a R rit
4" PVC SDR 26 AS REQUIRED CONTRACTOR TO INSTALL O^ W W
2" STYROFOAM BLUE BOARD 2. INVERT ELEVATIONS OF ALL Rq U Z
W
OVER TOP OF D-BOX OUTLET PIPES MUST BE EQUAL. 0 Z
J. THE SLOPE OF OUTLET PIPES1:4P4 02 3
GRADE BETWEEN THE DISTRIBUTION BOX W HE W o W
AND THE DISTRIBUTOR LATERALS
SHOULD BE l/8' PER FOOT.
Z REMOVABLE COVER EXTEND INSULATION 2'
BEYOND TOP OF BOX
IN ALL DIRECTIONS � o
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BAFFLE W
INVERT W ~
INLET 2"MIN ELEV. r,
-� CONTRACTOR TO USE SP®LEVELERS W U E-, � 3
O O OUTLET AS SUPPUEO BY FORT MILLER TO W q 1
EQUALIZE FLOW. ^ 3
INSULATE FORCE MAIN 2' _44 a F-I o
AND 4" PVC PIPE N
WHERE COVER IS LESS W
THAN 4'
12" MIN CLEAN SAND OR PEA GRAVEL0
FORCE MAIN CONNECTION TO D—BOX •• 3 o
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SLOPE o CONTAINMENT J
AREA L L
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SECTION POSTS (1 Ib/If MIN.) F�+yi ^F�-� Z{ Q
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WOVEN WIRE MESH RENFORCEMENT /� /1 `) W
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(IF NECESSARY) MIN. 14 GAUGE W V Z o
WITH MAX. 6" OPEN114G SEDIMENT CONTAINMENT AREA _
GENERAL NOTES: 5' MIN (10'PREFERRED) 0 1 Z
SILT FENCE ASSEMBLY Qi o 13
1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT.FROM TOE OF SLOPE, 10 Fi.PREFERRED,TO PROVIDE ADEQUATE AREA FOR (SEE INSTALLATION NOTES) W (,y E-I W w W
SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA 1(�E-Q�
2 POSTS MAY BE 1.25"x1.25'(MINIMUM)HARDWOOD,TYPICALLY.FOR WIRE MESH BACK USE 2'x2'NOM.HARDWOOD,OR SIM 7 OR ✓
'U'POSTS(11b per If).SILT FENCE SHALL BE WOVEN GEOTEKTILE FABRIC(GEOTEX 2130 OR EQUAL).
3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT.OR 6 FT.POST SPACING,AND MAY OR MAY NOT HAVE MESH REINFORCEMENT.SENSITIVE
TOE OF SLOPE }}
AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE a z m
4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6'BELOW GROUND.THE FENCE SHALL BE INSTALLED WITH THE
POSTS ON THE SEAM SIDE OF THE FABRIC. LL Z
\ n N
5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE FLOW 0 W
UNDISTURBED ~ �O
SLOPE MAXIMUM + GROUND O 1-4OaNm GD'(�)(�) INSTALLATION NOTES: \
2.125 v l
o \
41
75 1. GE07MLE FABRIC MND WOVEN B1REMESH TO BE FASTENED RETAIN EXISTING VEGETATION, O r
5:1 OR FLATTER 1DO SECURELY TO FENCE POSTS WITH WIRE DES OR STAPLES. IF POSSIBLE F in rX W
3 p-
6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Ya ACRE PER 1DO FEET OF FENCE WITH 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE
MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE,AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION:AND FENCE WITH TIES SPACES EVERY 24'AT TOP AND MID .L—
THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER SECTION. EXCAVATE TRENCH, BURY SILT FENCE FABRIC
AND BACKFILL/COMPACT EXCAVATED EARTH
7. MEASURES SHALL BE INSPECTED EVERY SEVEN(7)CALENDAR DAYS,AFTER EACH RAINFALL OF.5'OR MORE WITHIN A 12 HOUR 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER m
PERIOD,OR DAILY DURING PROLONGED RAINFALL MEASURES SHALL BE CLEANED AND REPAIRED/S REQUIRED. THEY SHALT.BE OVERLAPPED BY SIX INCHES,FOLDED AND 4-
STAPLED cn
8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE—OAF OF THE MEASURE HEIGHT.SEDIMENT SHALL BE DISPOSED OF SECTION
AS UNSUITABLE MATERIAL 4. MAINTENANCE SEAL BE PERFFORMED AS NEEDED AND
MATERIAL REMOVED WHEN'BULGES'DEVELOP IN THE SILT
FENCE Lo
SILT FENCE DETAIL CSILT FELE — TEWORARY) oz
NOT TO SCALE I
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