SEP-000375-2017 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-000375-2017 Date Issued: Monday, July 3, 2017
This is to certify that work requested to be done as shown by Permit Number SEP-000375-2017
has been completed.
Tax Map Number: 296.10-1-33
Location: 56 WINCREST DR
Owner: Elaine Huntington
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
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
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000375-2017
Tax Map No: 296.10-1-33
Permission is hereby granted to: IBS Septic
For property located at: 56 WINCREST DR
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
Tvceof Construction
Owner Name: Elaine Huntington Septic Disposal-Residential $0.00
Owner Address: 56 Wincrest DR 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
$40.00 PERMIT FEE PAID-TIES PERMIT EXPIRES: Friday,June 29,2018
(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 116INS y J 17
SIGNED BY: l•,cW�_I/ /•VJ for the Town of Queensbury.
Director of Building&Code Enforcement
Community Development Office
Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 14
Office Use Only ��7
TAX MAP NO. ILO• I U 1--33 PERMIT NO. S -ODO �5 PERMIT FEE ID• V l�
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE YVORK BEGINS.APP CATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.
OWNER: „,,hC n -hk INSTALLER:
ADDRESS: ADDRESS: 2 G
PHONE NOS. PHONE NOS.
LOCATION OF INSTALLATION: ,C L It
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS Gallons per bedroom) GARBAGE GRINDER
1980 or older X 150 = INSTALLED?
1981-1991 X 130 SPA OR HOT TUB
1992-present X 110 - INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT RO ING_ STEEP SLOPE_ °/,SLOPE_
✓ SOIL NATURE: SAND '� DAM CLAY_ OTHER_
✓ GROUNDWATER: AT WHAT DEPTH?
✓ BEDROCK/IMPERVIOUS MATERIAL: AT W DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL_ WELL(if well:water supply from any septic system absorption is: ftl
✓ PERCOLATION TEST: RATE IS to PER MINUTE PER INCH[mpg (Test to be completed by a licensed professional
engineer or architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All IrTc c!6al sewage disposal systems must be designed by a licensed professional engineer or
architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: u„5GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub.
SYSTEM TYPE:
ABSORPTION FIELD(WITH NO.2 STONE) Total length 1 L ft. Each trench L X r�O
D SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size?
❑ALTERNATIVE SYSTEM Bed or other type?
❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?_
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,artq'permit or approval
granted which is based.upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant,shall be void.
I have read the re ons with respect to this application and agree to
abide by t a requirements of the Town of Queensbury QUESTIONS 7 CALL 761-8256 OR EMAIL
Sanitarya posal Ordinance. codesOgueensburv.net
Signa r on Responsible Date VISIT OUR WEBSITE FOR MORE INFORMATION
www.aueensburv.net
"im-w
hill II II, hiiiiiiiiiiii,
GRADING NOTES GENERAL, NOTES,
RECOMMEND ALL ACCESS
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION' SHOWN ON THIS DRAWING IS TAKEN FROM
& CLEANOUT OPENINGS WARREN COUNTY TAX MAP AND NOT FROM ACTUAL
FINISH GRADE
APPROXIMATE BE RAISED TO 6' BELOW EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
TOPOGRAPHIC SURVEY INFORMATION
FINISH GRADE.
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
uj
io
F.F09 ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- PROPERTY LINE
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE
' "
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER 10 -0PROPERTY LINE SETBACKS
dAL;KS
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
10 UNDERGROUND ELECTRIC SERVICE
3
- No.1 DESCRIPTION i DATE
LIQUID LEVEL
v ss —ss —ss —ss SANITARY SEWER
MIIIIIi. SLOPE SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
PE :.5� I REVISIONS
CONCRETE OR STONE
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
Isj1/4" PER FOOT MIN. SCOPE
1/8' PER' MARKER ABOVE ALL GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. _w 7 _w _w WATER SERVICE
FOOT BURIED COVERS ,III IIi!,I Ih 11,1111,!J!Ii 111,11 111111111 Ill IiIIIII IIIIIIIIIJIL1,11i111111 II, llok li-Ailli"d '!aJUIPPd1 u. IIS
SEPTIC TANK RECOMMENDED. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING 1! E/P EDGE OFPAVEMENT Lo
BY FORT MILLER OR INLET OUTLET uj
OVER SEED AND MULCH WHEN THE INVERT' SLOPE -EXCEEDS 2% ALL SWALES AND
EQUAL BAFFLES UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) @
0-
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, ATA RATE OF z
< W U
Lj SEWAGE! DISPOSAL SYSTEM NOTES z <
INLET BAFFLE 12" MIN. OVER OVER POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED.
z
000 ALL STRUCTURES
THERE SHALL BEN CHANGE ON THESE PLANS IN ADVANCE OF OR DURING 1 W 0 < z
#1 DISTRIBUTION BOX ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
BY FORT MILLER OR GUIDELINES FOR URBAN.EROSION * SEDIMENI CQNTRQL V)
TOWN BUILDING INSPECTOR U
MINIMUM 2x WIDTH EQUAL 0
z g a
< _j V)
MAXIMUM 4x WIDTH FROM SEPTIC 4" PVC FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUC1101% MATERIAL STANDARDS AND INSPECTION REQUIREMENTS <
TANK 0
SWALES AND DITCHES. c�>
SHALL COMPLY WITH!., THE LATEST EDI-nQN(S) OF THE YORK STATE
0 u-
vau u 0
OUTLET INVERTS DEPARTMENT OF HE WASTEWATER TREATMENT STANDARDS INDIVIDUAL
0 00 0,00 nz �
�0 one
PROVIDE 3" SAND OR-----0o0oI O&P60000 HOUSEHOLD SYSTEM� APPENDIX 75-A.
TO BE SET AT E
0
cr: 0
PEA GRAVEL UNDER TANK PEA EXACTLY THE SAME BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED U na.
P TEST PIT INFORMATION SEPTIC TANK TO < c -
0
ELEVATION. 00`17 0 w
GRAVEL GRAVEL. -a �x 0
00
(USE OF SPEED LEVELERS z
SEPTIC TANK DETAIL 04 C-4 N 0 0
rz
<
REQUIRED) TEST PIT INFORMATION TAKEN - 19 JUNE 2017 BY 000
-cr,
SEPTIC TANK TO
A HAVE SCH 40 PVC "T" AT INLET AND OUTLET.
ETHAN P. HALL RUCINSKI HALL ARCHITECTURE
4- z
fit f
- INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE
c r-r, 5 z
0 z 0 <
> cc
- OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE Z < Z
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK F—
DISTRIBUTION BOX 3" AIR SPACE ABO�E "T" TO TOP OF TANK a_ _j
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE ; -0 L<LL < <
ill
TP-1 0 c n
N.T.S.
0
M AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. n x
NO ROOF, FOOTING, FLOOR, C
OOLING WATER, BACKWASH DRAINS, ETC., SHALL BE 01, E
0-5" TOPSOIL CONNECTED TO THE- SEWATUBSSSHALLNBESDRAiNED
. ONWATER I1 II�ll ryW 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
SOFTENER, SPAS, ORHOT INTO THE SYSTEM. 6,111 dM+
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
5-14" LIGHT BROWN LOAMY SAND
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
THERE: SHALL BE N6 CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
NECESSARY TO ACHIEVE A STABLE FOUNDATION. 14-64�` MEDIUM BROWN LOAMY SAND CLASSIFIED BODY OF WATER. WORK IS TO BE AS SHOWN &
1 NOTED AND IN ACCORDANCE
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY NO SEEPING OR STANDING WATER HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM WITH MANUFACTURER'S
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
NO MOTTLING LINE PRESENT SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
WITH
RECOMMENDATIONS AND
SEPTIC SYSTEM DESIGN 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE L -1/16" PER FOOT, CAP ALL ENDS, GENERALLY ACCEPTED LOCAL
PERCOLATION TEST INFORMATION 3 CONSTRUCTION INDUSTRY
THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
1 PRACTICES.
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
DESIGN FLOW - EXISTING 4 BEDROOM HOUSE WITH, WATER SAVING TEST PIT INFORMATION TAKEN - 19 JUNE 2017 BY MAINTENANCE CAN 'RESULT IN CLOGGING OF THE TANK AND LSEWAGE BACKUP INTO
RUCINSKI HALL ARCHITECTURE
FIXTURES AT 110 gpd PER BEDROOM 440 gpd ETHAN P. HALL THE HOME DC/OR/
SEWAGE OVERFLOW ONTO THE OUD!N
URFACE. FAITOPERIODICALLY CLANA TICTNCOMMONLY RESTCLOGGING OF SOIL
SURROUNDING THE ;ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
SEPTIC TANK - PROVIDE NEW 1,250 gal TANK (IN RESIDENCES WHERE A
THE SEPTIC TANK.
GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF
CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION PT- 1
BAFFLE) 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS 00
list TEST ls-3330 3rd TEST 11-5011 MAY BE ADDED TIO:; THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF ('14
APPLICAT;ON RAI HEALTH, TOWN OF :QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
ABSORPTION FIELD 1 TO 5 MIN. PERC. RATE 2nd TEST 13-461) 4TH TEST l'-52"
1.2 gal/day/sq. ft. 440 gpd DIVIDED BY 1 2 gal/doy/sq. ft. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
2' WIDTH 'ER LATERAL. USE 4 LATERALS P FUTURE EXPANSION OR REPLACEMENT.
367 sq. ft. OF TRENCH REQ'D. AT
TION �,AREA.
AT 50' 400 sq, ft. OF APPLICATION
DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
PT- 2 > c*
LES§ 3HAN 2 GPM' SHOWER HEADS, LOW WATER USE TOILETS, ,SINK FLOW'
:2 PRE RESTRICTORS. ,OBSERVE WATER CO SERVAT`ION 'PRACTICES.
-SOAKS DROPPED 12 ,INCHES LESS THAN 10,'MIN.
59"
TEST -'
1 st TEST V-441" 3rd :1 - 'SEPTIC TANK SHALL BE-INSPECTED ANNUALLY .TO.DETERMINE' SCUM AND SLUDGE
2 a
2nd TEST 11-5611 4TH TEST ' 2'--7:01" ACCUMULATION BY THE HOMEOWNER OR A 'QUALIFIED ;SEWAGE HAULER. THE
NOTE: AMOUNT OF BUILD7-UP NOTED AT EACH INSPECTION, SHOULD I BE RECORDED AND,
RAISE EXISTING 4" PVC ,=WASTE LINE TO MAINTAINED BY THE HOMEOWNER. THE
TANK SHALL PUMPED WHENEVER THE
'BOTTOM
E 0 OF 12"± BELOW EXTERIOR GRAD BOTTOM OF THE SCUM LAYER 18 WITHIN �3".'� THE 'BO OF THE OUTLET
FOUNDATION WALL TO ALLOW FORAPPLY_ - ;
BAFFLE OR SANITARY "T". THE PUMP�OUT CLEARANCES 'ALSO � TO ANY
SHALLOWER INSTALLATION OF NEW j
SEPTIC TANK CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS 'IN MOST 'TANKS
_C$
2 4'-0" 2 SHOULD BE PUMPED OUT EVERY TWO TO -THREE YEARS: 4J
L -1
WHEN SEPTIC TANK IS ,PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
CONNECTION TE
OVERFILL TO ALLOW )N AND !OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
NEW D-BOX -_ 4-1
FOR, SETTLEMENT DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. q)
CRACKED OR'BROKEN LINES MUST BE REPAIRED OR REPLACED,
10
INSTALL NEW ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
7\
1,250 gal 50 -0
PLASTIC DISINFECTED AFTER BEING PUMPED OUT.
x
SEPTIC TANK < EARTH—
BACKFIL GEO TEXTILE FABRIC C,�
0 SEP,TIC TANK �ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
r) UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND ==A \10
2" MIN.
ARE
THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
MAY'
4" PERFORATED INTO THE ABSORPTION FIELD, RESULTING, IN PREMATURE FAILURE.
00
REMOVE EXISTING LATERAL 0!
tOF EXCESS
SEPTIC TANK D NOT DISPOSE : GREASE OR FAT INTO THE SEPTIC
(LID EXIST. 32" SYSTEM. DO NOT 'POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
c\j
0 OW CLEANERS INTO SINKS OR TOILETS.
FROM GRADE) 0 oc)0
On—, INSITU MATERIA
�060 0- LAYER) —---------------- 3/4" TO 1 1/2"
(IMPERVIOUS TANKS ARE TO BE ABANDONED IN THE
AYER) WASHED CRUSHED STONE WHENEVER SEPTIC EVENT OF PUBLIC
EXISTING HOUSE
SEPEIRS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
LOCATION
RErOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
-- LEVEL TRENCH BOTTOM NO, VEHICULAR 'TRAFFIC OR PARKING SHALL BE,ALLOWED ON ,ANY PORTION OF
ABSORPTION;
Sp
T TIONIFIELD OR THE SEWAGE DI OSALSYSTEM.
0 FINAL GRADESHOULDBE GRADED SO AS TO,'.DIVERT ANY RUN-OFF AWAY FROM
THE �BSORPTION FIELD.
SEPTIC
PLOT PLAN
I HAVE SEEN OR i OBSERVED ALL OBJECTS
ABSORPTION TRENCH SECTION
SUCH AS HOUSES, WELLS,TREES FENCES, ETC
N-T.& FILE COPY SHOW" DOCUMENT,I HAVE PERSONALLY
EXISTING GREY BARRIER MATERIAL I DISTANCE SET FORTH ON TH DIAGRAM
WATER SYSTEM
TO BEA 6" MAX. RE
6" MAX.
'SLOPE
-1:0WIN OF QU
01 , 1. , 1 .1
I 1 00
12" MIN. 0 0 ?5c
MIN. G & i7h
BUILIDIN
-0. n n
NOTES: CAD FILE NAME'
Rev ew
CD er] By
7 ACAD\IBS\HUNTINGTON\C-'1'
DO NOT INSTALL. TRENCH IN WET SOIL
0 4" PERFORATED I PVC LATERAL :4 -Dal SCALE
S NOTED
SLOPE 1/1 /32" PER FT A
IIIJI]IIIIIII, I ill I IJ Ill 111111111 11 I'll, )11,11 Ill I,dill 11011,11111,lill A'Ili,,III Ill Ill 11111911l IL
RAKE SIDES AND BOTTOM OF TRENyH PRIUH TO PLACING GRAVEL OR STONE. —LEVEL TRENCH BOTTOM
-THE SEAL BELOW SEAL DRAWN BY
iv ISAN ORIGINAL
--AND IS IN RED INK. :ONLY SEALS IN RED INK
END OF ALL DISTRIBUTOR PIPES MUST BE 24" MIN. /,—INSITU MATERIAL
HALL BE CONSIDERED TRUE ORIGINALS-
(IMPERVIOUS LAYER) -S
PLUGGED UNLESS INTERCONNECTED.
DRAWING TITLE
E
SLOPE DISTRIBUTOR PIPE @ 1/16"_�,1/32" PER FT.
p
SITE ,.. PLAN
il�_El F=F= El P IL
ABSORPTION TRENCH PROFILE �� AND :. SEPTIC
PLOT PLAN
N.T.S. Ap
-A
DESIGN
40T TO SCALE
NOTES
1A,6296.10-1-33 70
SEP-000375-:ZO17I
DRAWING No.
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