SEP-0417-2018 / low TOWN 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-0417-2018 Date Issued: Tuesday, July 3, 2018
This is to certify that work requested to be done as shown by Permit Number SEP-0417-2018
has been completed.
Tax Map Number: 296.6-1-10
Location: 5 MANNIS PL
Owner: Daniel McNutt
Applicant: IBS Septic
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 j 4
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the
Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
. r� 4 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: SEP-0417-2018
Tax Map No: 296.6-1-10
Permission is hereby granted to: IBS Septic
For property located at: 5 MANNIS PL
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: Daniel McNutt Septic Disposal-Residential $0.00
Owner Address: 5 Mannis PL Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
IBS Septic
2 WARREN ST
Glens Falls,NY 12801
Plans&Specifications
Residential Septic Alteration
$ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday,July 2,2019
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of ueensbury . d ,July 2,2018
SIGNED BY: 41" for the Town of Queensbury.
Director of Building&Co.e Enforcement
n
` SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only
w 742 Bay Road,Queensbury,NY 12804
rown atrZeensburt p:518-761-8256 www.queensbury.net
Permit#: ` 7 ��
Tax Map ID#: �� '� ��� Permit Fee: $ [S ; Invoice#:
Project Location: J Mann eS 7 i & Septic Variance? Yes No
Primary Owner(s) 1 61,1 6cri.-Arz 1
Mailing Address b pil a r\ray pr% li
Phone & Email I, , �, �3 " 3 I !Q IM ,p n firma
J J4d L J LUti.J J Installer/Builder
Mailing Address J� �+ TpC3flfJ31, OsUtiNBISR_
Z. w^{� �l�,rr P� c . Cvlvii'u L.:Ni:4f 1�-vc.LOPiviLl'l I
Phone & Email J 9 -6_0 f cf ®`- 8
Engineer E•\4'9 \ c \\ I
Mailing Address )3 q 64 PtIhe ; (}, T 19n,S PBi�l.j
Phone & Email 51 -1y-1-0- 6 V y G 1.--1�
Contact Person for Building&Code Compliance: kr�� Phone: 5 13'j 1 V)
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
cj;://
1980 or older 150 Installed? (circle one)
1981-1991 130 Spa or Hot Tub Yes N
Installed? (circle one)
1992-Present 110 (� Li- (.l()
PARCEL INFORMATION: �J
Topography at Rolling Steep Slope %Slope
Soil Nature Sand Loam Clay Other
Groundwater At what depth?
Bedrock/Impervious material At what depth?
Domestic Water Supply _Municipal =Well (if well,water supply from any septic system absorption is(OO ft.) -
Percolation Test Rate: per minute per inch (test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION:
.�V
Tank size C al.Ilons (min.size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub
System Absorption field with#2 stbne Total length?O ft.; Each Trench !j 0 ft.
Seepage Pit with#3 stone How many: ; Size:
Alternative System Bed or other type:
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 and approved.
The installed system must match the septic 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 known 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: i/1J`, i e 1t((
DATE: 6~1 9 VI r
SIGNATURE: DATE: 6-1
d )
Town of Queensbury Building&Code Enf cement Revised March 2018
GRADING NOTES GENERAL NOTES 296.6-1-10 SEP-0417-2018
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM McNutt, Dan
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM WARREN COUNTY TAX MAP AND NOT FROM ACTUAL 5 Mannis Place
TOPOGRAPHIC SURVEY INFORMATION Residential Septic Alteration
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. LEGEND
ALL BARE-EARTH AREAS SHAD_ BE SEEDED AND MULCHED AS SOON AS IS REASON- — - - -- -- — PROPERTY LINE
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE ______________ 10'-0" PROPERTY LINE SETBACKS
2'-O" 4'-0" 2'-0" _ SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER _______
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE E -E E E UNDERGROUND ELECTRIC SERVICE Nod DESCRIPTION I DATE
OVERFILL TO ALLOW REVISIONS
FOR SETTLEMENT SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT — SANITARY SEWER
TRAPS, SHAD_ BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. w —M w WATER SERVICE
�j/ ,\/��" //� ,\//, NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT 3
�� OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND Ln
a EARTH UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) Z a
Q " BACKFILL GEOTEXIILE FABRIC FEET EITHER SIDE OF THE SWAL.E OR DITCH CENTERLINE, AT A RATE OF 25 SEWAGE DISPOSAL SYSTEM NOTES
_ 0 -
� w 2 MIN. POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. LLI o a z
� oz
o p 4" PERFORATED THERE SHALL BE NO (MANGE ON THESE PLANS IN ADVANCE OF OR DURING �" Z
M ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE _ } W o
Z LATERAL G�J(QELINES FOR URBAN ROSION SEDIMENT CONTROL TOWN BUILDING INSPECTOR. Q v
0 a f
��� FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION MATERIAL STANDARDS AND INSPECTION REQUIREMENTS o 0 U_
'o p0DOo � p oo. INSITU MATERIAL �,`\_ 3/4" TO 1 1/2" SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE Q a o Z
(IMPERVIOUS LAYER) z' WASHED CRUSHED STONE DEPARTMENT OF HEAL11H WASTEWATER TREATMENT STANDARDS - INDIVIDUAL ""� E W
HOUSEHOLD SYSTEMS APPENDIX 75-A. ° F- o a
6'-0'
w �
N, TEST PIT INFORMATION SEPTIC TANK TO BE SLAT ON A LAYER OF COMPACTED PEA STONE OR WASHED = �_ N o o a o � �
_ _ GRAVEL.
LEVEL TRENCH BOTTOM _ - D o -j o
_ F_q - TEST PIT INFORMATION TAKEN - 12 JUNE 2018 BY SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. a�i z �', > a
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE " ,. Z 2 > �, 00°o� < Z
- INLET 12 BELOW FLOW LINE, 6 ABOVE FLOW LINE a a �, v ir
W
TRENCH E C TI SECTION — - OUTLET 14 BELOW FLOW LINE, 6 ABOVE FLOW LINE (� -v X U- _ � Q Q
ABSORPTION S TP '� 3" AIR SPACE ABOVE "T" TO TOP OF TANK � o o c u a o
N.T.S. CONCRETE OR STONE NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
MARKER ABOVE ALL 0-2" TOPSOIL CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
BURIED COVERS SOFTENER, SPAS, OR HOT TUBS SHAD_ BE DRAINED INTO THE SYSTEM.
I� ED RECOMMENDED. 2-30" MED BROWN/RED GRAVEL - DENSELY PACKED WORK IS TO BE AS SHOWN &
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A NOTED AND IN ACCORDANCE
30-65" LIGHT BROWN GRAVEL/SAND MIX CLASSIFIED BODY OF WATER. WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
INLET BAFFLE 12" MIN. 11OVER OVER ROOTS TO 28" HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM ASSOCIATION PUBLISHED
ALL STRUCTURES NO SEEPING OR STANDING WATER SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 RECOMMENDATIONS AND
!1 #QUAL 1 DISTRIBUTION BOX NO MOTTLING LINE PRESENT WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: GENERALLY ACCEPTED LOCAL
r �BY FORT MILLER OR 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. CONSTRUCTION INDUSTRY
II _ E
FROM SEPTIC- - r� THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO PRACTICES.
TANK 4 PVC ! 0 0 0 I ; FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
PERCOLATION TEST INFORMATION
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
ALL OUTLET INVERTS THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TON��ffl'
°° TO BE SET AT TEST PIT INFORMATION TAKEN - 12 JUNE 2018 BY PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
PEA EXACTLY THE SAME SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
GRAVEL ELEVATION. THE SEPTIC TANK.
\, (USE OF SPEED LEVELERS C4; 00
\ REQUIRED) PT- 1 THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS �
1 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
DISTRIBUTION B 0 X 1 st TEST V-48" 3rd TEST 2'-15" THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
' \ N.T.S. 2nd TEST 1 -58 FUTURE_ EXPANSION OR REPLACEMENT. d' V >-+
EXISTING TREE LINE �
LESS DWELLING IS
2 STO HAVE WATER SAVING FIXTURES, INCLUDING GPM , FLOW
T NO D T0:SHOWER HEADS, LOW WATER USE TOILETS SINK -
' I \ PT-2 RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE O Z
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
I
1st TEST 1'-53" 3rd TEST 2'-18" AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND •
+ 2nd TEST 2'-03" MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE '^'"+ CCU '0
' 10 BOTTOM OF THE SCUM LAYER IS WITHIN 3 OF THE BOTTOM OF THE OUTLET rA
+ 50'-O" MIN• BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY H
+ i -- - ------------= _ ' SEPTIC SYSTEM DESIGN CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS y
---- ---------- - SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. d a
CC3
O I DESIGN FLOW - EXISTING 4 BEDROOM HOUSE WITH WATER SAVING WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER ►� � U
I i --__- --- -- ----- ---- =_� o + FIXTURES AT 110 gpd PER BEDROOM = 440 gpd CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE r� • y
DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. r+ A-+
—I SEPTIC TANK - 1,250 gal TANK REQUIRED- REUSE EXISTING
-- CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.------- ---- - --
ABSORPTION FIELD - 1 TO 5 MIN. PERC. RATE - APPLICATION RATE
I ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A ' l I , ' 1.2 gal/day/sq. ft. - 440 gpd DIVIDED BY 1.2 gal/day/sq. ft. = DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR U
1 I I I 367 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL.. USE 4 LATERALS DISINFECTED AFTER BEING PUMPED OUT.
' o i NEW D-BOX AT 50 = 400 sq. ft. OF APPLICATION AREA. kn M
' N i I SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES (U H
+ i I ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
MAY CAUSE THE LLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED a)
+ ' I INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
I� O; � EXISTING 1,250 gal SEPTIC
+ I I DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
+ I TANK TO REMAIN-INSTALL NEW OUTLET "T" SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
+ I-LI
OR CLEANERS INTO SINKS OR TOILETS.
+ + I BAFFLE W/ GAS FILTER
I I I o EXISTING HOUSE WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC I I ---- ` BARRIER MATERIAL SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
� + I I{ ' _ _ REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
6" MAX.
NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
I ' O + _ - THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
0-00 6" MAX.
+ I r + Cb �vo SLOPE —p�� FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM i
12" MIN. ����O� THE ABSORPTION n FIELD.
2" MIN. TOWN OF QUEENSBURY
+ I I n_ n n n n r„} t� p �
BUILDING & COD S D T
V.4" PERFORATED PVC LATERAL,APPROX. LOCATIONReviewed B
OF EXIST. WELL SLOPE 1/16"-1/32" PER FT.
+ ----LEVEL TRENCH BOTTOM SEPTIC PLOT PLAN Date:
II HAVE SEEN OR OBSERVE ALL OBJECTS �0111
24" MIN. --INSITU MATERIAL SUCH AS HOUSES, WELLS, TREES, FENCES, ETC
I ' (IMPERVIOUS LAYER) SHOWN ON T UMENT.I HAVE PERSONALLY
I I MEA URED E SET FORTH ON TH DI G
-�1- -11— SIGN R DATE CAD FILE NAME
F- - —i_ ACAD\IBS\MCNUTT\C-1
ABSORPTION TRENCH PROFILE SCALE
N.T.S. AS NOTED
/ NOTES: THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
MANNIS PLACE
DO NOT INSTALL TRENCH IN WET SOIL D U V IE SHALL BE CONSIDERED TRUE ORIGINALS
DRAWING TITLE
RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. JUN 29 2018 J PLOT PLAN
END OF ALL DISTRIBUTOR PIPES MUST BE TOWN OF QUEENSBURY e AND SEPTIC
PLUGGED UNLESS INTERCONNECTED. COMMUNITY DEVELOPMENT
SLOPE DISTRIBUTOR PIPE @ 1/16"-1/32" PER FT. DESIGN
PLOT PLAN TOWN OF QUEENSBURY NOTES
NOT TO SCALE EPATMENT
Based on ourlLDING limited a aminat on compliance
with our comments shall not be construed as DRAWING No.
indicating the plans and specifications are in
full compliance with the Building Codes of C—New York State.
Pipeline Specialists J013: 5 intanc‘t Ptc,c-c_ )_c_....Ae_eii7,,S)S-'114/1,<%
TEAM SHEET
JP A CALCULATED
1 , DATE:
BY:
Everett J.Prescott,Inc. \SCALE: A \:-"\, *.'71/4,,,,, I,
1 , . .
. . .
, ,
,, .
i 4
1 4
! f 4 I 1
---tr.-) --;
f i„St I a • (.,- !
I :
I i
, 1
,,-•-•.--
t
I •
S
V.4-I, -1\i C., 1 • ___
I 1
i 4
1 .
. t-
I ; :
1 i
. . 2.•-• . '
i 1
, .
. ,... : - •44 - ' ::: ! -1-1-7F—t-1.-1- 1 t !--- ,
I ,, A:J.. • ,
^E
I
i '1
, 1
il 1
- •
;
it
i
I
' - f. . 1:
,. _I-: —:I.j! ,
- . 1 ' •
eril____a.,0 0 i_S: ri,c, :. ____:_, ,_ ;
. ,
f f
i
:
! .. . . .
. 1
k.) '
:
_i_., ,• ___
:<,
_ :___•_____, .. __
-, -, . 1 ). r ,, ,
i occA, j . :
—
•'
-1 4..ff . ;
--
. .
1 i
; .
' 1
j ---: •. .
1 :
. . i
1 .
• i I i -
-i II .......,- -, ,I„ _...i. _ i '.. •_.
_ - -;
, ; 1 i \ 1 ': 1
, r ,
, , „
, . ,._
__, ,. t; ,_
t
, ! I ! . \ ; I.
. ' ,
li 1 1 . i .
',.-,-.---'-- , --,...-
"----- - /11H
---; ! __„! . !:
1 •- 1-1--- I —r—
i .
i
/ : 1
1
. :
. . .
f 1 .
i 1: ' I !
:44-4
. . 7 '
-± L ''''. \
-A S tor,,,_ c it j. Ti,iff.: ___1 . 1 . : : :
,
! et(. __63,, FL. t,
i--v -.t,--
• ,` 1—'
I I ,
I r 1 1 c
.int ,, ,
I
I 4 4 1 1 t ' • I
.,
. :- - t . :
i —_i____ ,-_--;
I
i L•
—
I
--t- ---1 —I ! : 570 I , : :
$.
; 1 t, 1 1 __ : !:__J. „:. ___:,:______
.. : .• ,. .
---i---_ , ..
• ,,,
I I
____ ,,,.I,•. . ,,.-i;I1
i ,
—i;:
...,.i...
:
4it,,tL
0c1.. _
c„...i r
__ --;— t — , — —
0
. , ,•,:.i.
1 ; 1
I i r
.__
. _ .
...1•0if:,....i: : '_,
i 1 .
, 1 1
1 ..
-T".---;:-.. ...2-„,',' - - '• „- i -', : ] I , .,
I ,
! I 4
•• i -!
4 _• 1,4 : — •": i; „ :::4.-4 FL 444i44,:4 4
. ! • 4 ! 1______ _.—:.__ _ __._ :
. ,