SEP-0328-20108 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-0328-2018 Date Issued: Wednesday, June 13, 2018
This is to certify that work requested to be done as shown by Permit Number SEP-0328-2018
has been completed.
Tax Map Number: 302.18-2-35
Location: 16 BARBER AVE
Owner: JOHN FERRARO
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 nforcement
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-0328-2018
Tax Map No: 302.18-2-35
Permission is hereby granted to: IBS Septic
For property located at: 16 BARBER AVE
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: JOHN FERRARO Septic Disposal-Residential $0.00
Owner Address: 16 Barber AVE 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: Friday,June 7, 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 theexpiration date.)
Dated at the Town Queen ry; h s une 7,2018
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only
742 Bay Road,Queensbury,NY 12804
;:,r f(Zccnsbmr P:518-761-8256 ivww.gueensbpry.nr_t Permit#: � ZQ It
Tax Map ID#: c 2- - I f) 2 —< < Permit Fee: $ ; Invoice#:
Project Location: Septic Variance? Yes ✓ No
Primary Owner(s) -e
Mailing Address — .-
Phone & Email ) _ I L i ;r It
Installer/Builder
Mailing Address ► k.,1
Phone & Email OWN OF QUEEN SUR
Engineer tla.}= .
Mailing Address
Phone & Email
Contact Person for Building&Code Compliance: Phone:
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms X gallons per =total daily flow
per day bedroom Garbage Grinder Yes N
1980 or older 150 Installed? (circle one)
1981-1991 130 Spa or Hot Tub Yes N
Installed. (circle one)
1992-Present 110
PARCEL INFORMATION:
Topography at Rolling Steep Slope %Slope
Soil Nature L000r Sand Loam Clay Other
Groundwater At w at depth?
Bedrock/Impervious material At hat depth?
Domestic Water Supply _Municipal _Well (if well, water supply from any septic system absorption is_ft.)
Percolation Test Rate: per minute per inch (test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION:
Tank size 11 QJQ,6' gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub
System Absorption field with #2 stone Total length ft.; Each Trench 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.([,,,,d Y
PRINT NAME: '�( (� I DATE:
SIGNATURE: DATE:
Town of Queensbury Building&Code En orc�Mt
Revised%Aar <8
INSPECTION WORKSHEET (SEP-004261-2018)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:SEP-0328-2018Case Module:Permit
Inspection Date:06/13/2018Inspection Status:Passed
Inspector:John O'BrienInspection Type:Septic
Job Address:16 BARBER AVEParcel Number:302.18-2-35
Queensbury, NY 12804
Contact TypeCompany NameName
Granted Permission\[IBS Septic\],
Applicant\[IBS Septic\],
Primary OwnerFERRARO, JOHN
Contractor\[IBS Septic\],
Checklist ItemPassedComments
Building Inspector NotesYES6/12/18 Septic System Partial Approval
Remaining Item.
-Submit Ethan Hall’s Report and As-Built Septic
System Plot Plan.
6/13/18 Septic System Approved
-Received the engineer's report and as-built
Soil Type: SandYES
Type of Water: Municipal / Well WaterYESMunicipal
Waterline separation distanceYES
Absorbtion Fields: Total LengthYES210’
Length of Each TrenchYES6@35’
Depth of TrenchesYES18―-24―
Size of StoneYES#2
Building to TankYES4 inch sch40 pvc
Tank to Distribution BoxYES4 inch sdr35 pvc
Distribution box to Field / PitYES4 inch sdr35 pvc to 4 inch sdr35 pvc perforated
Opening Sealed:YES
End CapYES
InletOutlet Pipes & BafflesYES
Manholes 12 or less below gradeYES
\[Provide extension collar if Yes\]YES
Locations / SeparationsYESRight Side Yard
Foundation to TankYES14’
Foundation to AbsorptionYES22’
Jun 13, 2018Page (4)
INSPECTION WORKSHEET (SEP-004261-2018)
Checklist ItemPassedComments
Conforms as per Plot PlanYES6/12/18 Septic System Partial Approval
Remaining Item.
-Submit Ethan Hall’s Report and As-Built Septic
System Plot Plan.
6/13/18 Septic System Approved
-Received the engineer's report and as-built
Engineer Report and As-BuiltYES6/12/18 Septic System Partial Approval
Remaining Item.
-Submit Ethan Hall’s Report and As-Built Septic
System Plot Plan.
6/13/18 Septic System Approved
-Received the engineer's report and as-built
Location of system on propertyYES
System Use StatusYES6/12/18 Septic System Partial Approval
Remaining Item.
-Submit Ethan Hall’s Report and As-Built Septic
System Plot Plan.
O'Brien, John (Inspector)
Jun 13, 2018Page (5)
GRADING NOTES GENERAL NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM WARREN COUNTY TAX MAP AND NOT FROM ACTUAL
TOPOGRAPHIC SURVEY INFORMATION
AFTER
AIRMENT AOCONTRACTORP SHALL BE INSPECTED BY THE
RES OR CLOGGING•CH E ANY ILURE C GG NG SHALL BE IMMEDIATELY C CORRECTED. LEGEND FAILURES
LEGEN D
ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- —-- -- - -— PROPERTY UNE
CONCRETE OR STONE ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE
RECOMMEND ALL ACCESS MARKER ABOVE ALL SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER ---------------------- 10'-0" PROPERTY UNE SETBACKS
& CLEANOUT OPENINGSBURIED COVERS CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
APPROMMATE BE RAISED TO 6' BELOW �N g� RECOMMENDED.
GR�DE- E E -E E UNDERGROUND IC SERVICE No.� DESCRIPTION � DATE
FINISH GRADE
FINISH GRADE. —ss ss —ss ss SANITARY SEWER
SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT REVISIONS
LVER
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER WATER SERVICE ■INLET BAFFLE 12" MIN. OVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. —" " —"
n
to n ALL STRUCTURES
n #1 DISTRIBUTION BOX NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT 1�
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND N
BY FORT MILLER OR � �
I I EQUAL UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) @ W
}
" ( l FROM SEPTIC " M I FEET EITHER SIDE OF THE SWALE R DITCH CENTERLINE, AT A RATE OF 25 W 0 Q
�3 LIQUID LEVEL TANK 4 PVC O O 0 I ' POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. SEWAGE D I S P 0 S A L SYSTEM N 0 TE S v z
MIN. SLOPE - THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING LV o a z
1/4" PER FOOT ALL OUTLET INVERTS ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE �' o
MIN. SLOPE - «so GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL CONSTRUCTION, IMTHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE _ W
1/8" PER FOOT TOWN BUILDING INSPECTOR.
TO BE SET AT
SEPTIC TANK J EXACTLY THE SAME _
Z U 0
PEA
BY FORT MILLER OR INLET & OUTLET GRAVEL ELEVATION. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS V o
BAFFLES (USE OF SPEED LEVELERS SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE 0 0
EQUAL f-a z X ` REQUIRED) DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL Q Q Z
W_Q HOUSEHOLD SYSTEMS APPENDIX 75-A. o z
0
J o i-- X, o
DISTRIBUTION BOX TEST PIT INFORMATION SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED Q c - L o a
N.T.S. GRAVEL- __ _ N ( a Z o
04 NN 0 O g
MINIMUM 2x WIDTH - TEST PIT INFORMATION TAKEN - 16 MAY 2018 BY " ~ U W
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. Y �_° �� < o
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE - INLET 12 BELOW FLOW LINE, 6 ABOVE FLOW LINE CO J2 � �z ��� o Z) a
MAXIMUM 4x WIDTH " " o
Qz �
„ OUTLET 14" BELOW FLOW UNE, 6" ABOVE FLOW UNE Z �"- Q'N 00°D a < -Z W
PROVIDE 3" SAND OR '°oo°�°oo TP_1 3 AIR SPACE ABOVE T" TO TOP OF TANK V o v o N "'°' ,_ a ao
PEA GRAVEL UNDER TANK NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE o M 0 o o
0-18" DARK BROWN TOPSOIL CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER w n.T > E
SEPTIC TANK DETAILSOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
18-24" REDDISH BROWN COARSE SAND
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A WORK IS TO BE AS SHOWN &
24-46" RUBBLE FILL CLASSIFIED BODY OF WATER.
NOTED AND IN ACCORDANCE
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 46-54" TOPSOIL- NATIVE LAYER HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM WITH MANUFACTURER'S
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 RECOMMENDATIONS, TRADE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 54-74" REDDISH BROWN COARSE SAND WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: ASSOCIATION PUBLISHED
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16m PER FOOT CAP ALL ENDS. RECOMMENDATIONS AND
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR ROOTS TO 56" GENERALLY ACCEPTED LOCAL
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS - CONSTRUCTION INDUSTRY
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NO SEEPING OR STANDING WATER THE BEST DESIGNED AND INSTALLED EPT1C SYSTEM WILL EVENTUALLY FAIL TO PRACTICES.
NECESSARY TO ACHIEVE A STABLE FOUNDATION. 18" MAX. NO MOTTLING LINE PRESENT FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
MAINTENANCE CAN I- — RESULT THE
BACKUP THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. " c��(SZ� 6" MIN. PERCOLATION TEST INFORMATION SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
2 MAX. q��0o SLOPE
00_, )n,0o - 00,W OUR THE SEPTIC TANK.
TEST PIT INFORMATION TAKEN - 11 MAY 2018 BY THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR O
"� 87)0�c�00 Od o� ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
6 ot�'�cp�'0�] V4" PERFORATED PVC LATERAL, MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
SLOPE 1/16--1/32- PER FT. HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
THE AEXPANSION OR REPLACEMIENTLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR 11-14
NOTES: PT- 1 FUTURE
04
1. END OF ALL DISTRIBUTOR PIPES MUST BE 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED T0: N V 0
PLUGGED UNLESS INTERCONNECTED. LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW C4V •
PERCOLATION RATE OF 9'-32" RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
2. ALL LATERALS TO BE OF EQUAL LENGTH. USE APPLICATION RATE OF 0.90 PER APPENDIX 75-A m
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE o
STANDARD ABSORPTION TRENCH PROFILEACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE 0con
SEPTIC SYSTEM DESIGN AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
N.T.S. MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE . rn
BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET •
DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH STANDARD BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY ^ �
FIXTURES AT 130 gpd PER BEDROOM = 390 gpd CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS �L/ d
- EXISTING TREE TO REMAIN- SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. a) p4 c,_, � 4)
PROVIDE TREE WELL AS SEPTIC TANK - PROVIDE NEW 1,250 gal TANK (IN RESIDENCES WHERE A to O
NECESSARY TO AVOID SMOTHERING - GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER Cd a
OF TREE ROOTS WITH PLACED FILL �.� CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
O
BAFFLE) DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. CU •4 U
ABSORPTION FIELD - 8 to 10 MIN. PERC. RATE - APPLICATION RATE U� C�l a- 1:1.1 +b
0.90 gal/day/sq. ft. - 390 gpd DIVIDED BY 0.90 gal/day/sq. ft. = ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A ;> (U V�
434 sq. ft. OF TRENCH REQ'D AT 2' WIDTH PER LATERAL USE 6 LATERALS DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR +-) � < C/�
AT 40' = 480 sq. ft. OF APPLICATION AREA. DISINFECTED AFTER BEING PUMPED 'OUT. 0
ALL PROPOSED TRENCHES TO BE EXCAVATED TO A DEPTH 4)
ICU
WHICH REMOVES THE EXISTING TOPSOIL + RUBBLE FILL SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES CIS
_ -- LAYER. IMPORTED SEPTIC SAND FILL TO BE PROVIDED TO A ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND E �._..� r :
- I POINT OF 48" ABOVE THIS LEVEL NEW PERFORATED MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED 4U
LATERALS TO BE INSTALLED AT THAT LEVEL + IMPORTED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. U �
o ' i TOP FILL TO BE PROVIDED AS INDICATED ON THESE DETAILS 0
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS �+
2'-0" 4'-0" _ _ 2'-0" _ 15� MAXIMUM OR CLEANERS INTO SINKS OR TOILET'S. (U N
CROSS SLOPE WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
CL �^ ON SLOPED SITES SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
o --- -- f OVERFILL TO ALLOW = REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
-- ' FOR SETTLEMENT ■
`-- HOUSE GARAGE ' NO VEHICULAR TRAFFIC R PARKING SHALL BE ALLOWED ON ANY PORTION OF
_ THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
10, iv FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-O�gEYpFC"LAN, �
I ►AIN• 10' ' I EAR THE ABSORPTION FIELD. 1 HAVE SEEN OR OBSERVED ALL OBJEC-
o FILL �—UNTREATED BUILDING PAPER. SUCH AS HOUSES,WELLS,TREES, FENCES,
s OR GEOTEXTLE. SHO fTA
OCUMENT.I HAVE PERSONA
2" MAX.— FILE COPY co NCE SET FORTH ON T
I2N. ` 4" PERFORATED LATERAL �. DaTE .
I z LABELED AS FULLY MEETING sl s®�
I ASTM STANDARDS FOR USE IN !�V
I tDf ����° SEPTIC SYSTEMS.
i kon° OM9 0 L 3 4 TO 1 1 2
_ WASHED CRUSHED STONE 22
6'-0' (MAXIMUM DEPTH OF CRUSHED D E C E 9 V E
STONE SHALL NOT EXCEED 30") 1 CAD FILE NAME
PROVIDE THERE SHALL BE NO SUBSTITUTION OF TRENCH ACAD\FERRARO\C-1
c - - SAND FILL SEPTIC-,,,,,
WITH LEACHING CHAMBERS UNLESS �u JUN 0 7 2018 SCALE
-- APPROVED BY NYS DOH I AS NOTED
TOWN OF QUEENSBURY
BUILDING&C S I THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
\ Z i TOWN OF QU S r SHALL BE CONSIDERED TRUE ORIGINALS
DRAWING TITLE
PLOT PLAN EXCAVATE TO BELOW EXISTING BUILDING &
NOT TO SCALE TOPSOIL + RUBBLE FILL LAYER PLOT PLAN
Reviewed By: � �a��$ �
Date: _ ;� AND SEPTIC
MAXIMUM SEASONAL HIGH-11 - DESIGN
GROUNDWATER ELEVATION
4 a NOTES
STANDARD ABSORPTION TRENCH SECTION
302.18-2-35 SEP-0328-2018 DRAWING No.
N.T.S. Ferraro, John C-1
16 Barber Avenue
Residential Septic Alteration
GRADING NOTES GENERAL NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
EARTHWORK PHASE, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM WARREN COUNTY TAX MAP AND NOT FROM ACTUAL
TOPOGRAPHIC SURVEY INFORMATION
FAILURES CLOGGINGRY STORM .ANY CH SEDIMENT
AIILURE ORP SHALL BE INSPECTED BY THE CLOGGING SHALL BE IMMEDIATELY CORRECTED.FOR LEGEND
ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- - - - - - - PROPERTY UNE
CONCRETE R STONE ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE
REQ All ACCESS MARKER ABOVE ALL SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER ---------------------- 10'-0" PROPERTY LINE SETBACKS
CLEANOUT
OPENINGS BURIED COVERS CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
& CLEANOUT OPE�NNGS E E -E E O AS-BUILT 12 MAINE 2018
A�0 GRADE BE RAISED TO 6' BELOW � ED RECOMMENDED. UNDERGROUND ELECTRIC SERVICE No. DESCRIPTION I DATE
FINISH GRADE. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT ss ss —ss SANITARY SEWER
REVISIONS
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
Li INLET BAFFLE 12" MIN. MOVER OVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. " " —" WATER SERVICE
I..�
to ^ ALL STRUCTURES
#1 DISTRIBUTION BOX NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/�' EDGE OF PAVEMENT o
II ( BY FORT MILLER R OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND W N }
EQUAL UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4)
I " I I FROM SEPTIC 4" PVC I M FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 = J F a
�3 UCIIO LEVEL TANK h POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. SEWAGE D I S P O S A L SYSTEM NOTES TE S �- z Z
MIN. SLOPE �_ �' I THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING W o Q z
1/4"MI PER FOOT MIN. SLOPE Nair ALL OUTLET INVERTS ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO �W YORK STgjE CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE w M
1/8" PER FOOT ° j°°° TO BE SET AT GUIDCN_ES FOR URBAN EROSION & SEDIMENT CONTROL TOWN BUILDING INSPECTOR. ~ a 2 0
PEA—� EXACTLY THE SAME = Z
SEPTIC TANK ELEVATION. U a J N
INLET & OUTLET GRAVEL FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS Q =
BY FORT MILLER OR = BAFFLES (USE OF SPEED LEVELERS SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE o 0 0
EQUAL a REQUIRED) DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL Q Q Z
-'
HOUSEHOLD SYSTEMS APPENDIX 75-A. 0 o
�,.� F � o
E
p_r'`� DISTRIBUTION B 0 X TEST PIT INFORMATION SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED Q o 00 - u o Wa.
GRAVEL. 00 (0^ a z = O
J MINIMUM 2x WIDTH - N.T.S. TEST PIT INFORMATION TAKEN - 16 MAY 2018 BY 0_ - o o u o ui W
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. Y _° r o
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE (n r z � Z) a
MAXIMUM 4x WIDTH " " U ; 00 00 ' Q Z
" . Z � � Q p
LO LO aai U) w
o 00
- OUTLET 14 BELOW FLOW UNE, 6 ABOVE FLOW LINEof
PROVIDE 3" SAND OR��°��°oo TP-1 3 AIR SPACE ABOVE T" TO TOP OF TANK a o U o Q o
PEA GRAVEL UNDER TANK NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE o_c M o o E
0-18" DARK BROWN TOPSOIL CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER �w >>�w
SEPTIC TANK DETAIL 18-24" REDDISH BROWN COARSE SAND SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OFA WORK IS TO BE AS SHOWN &
24-46" RUBBLE FILL CLASSIFIED BODY OF WATER.
NOTED AND IN ACCORDANCE
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 46-54" TOPSOIL- NATIVE LAYER HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM WITH MANUFACTURER'S
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 RECOMMENDATIONS, TRADE
AS MANUFACTURED BY FORT MILLER R EQUIVALENT. 54-74" REDDISH BROWN COARSE SAND WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: ASSOCIATION PUBLISHED
400 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT CAP ALL ENDS. RECOMMENDATIONS AND
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR " GENERALLY ACCEPTED LOCAL
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ROOTS TO 56 CONSTRUCTION INDUSTRY
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS - 1 '--� II NO SEEPING OR STANDING WATER THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK PRACTICES.
NECESSARY TO ACHIEVE A STABLE FOUNDATION. 18" MAX. -i ,;, I(�i-�1;—,I I(�- _ NO MOTTLING LINE PRESENT
MAINTENANCE CAN RESULT IN CLOGGING OF TME TANK AND SEWAGE THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE.BACKUP FAILURE TO
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY - PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
2 MAX.
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. " 00D�oo SLOPE — 6" MIN. PERCOLATION TEST INFORMATION SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
Oo°o - oo,-, THE SEPTIC TANK.
TEST PIT INFORMATION TAKEN - 11 MAY 2018 BY THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR 0 O
" oGbc� Oct orb ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS 00
6 00CA-30B \-4m PERFORATED PVC LATERAL, MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF � N
SLOPE 1116m-1132m PER FT. HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. --+
THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
NOTES: P T-1 FUTURE EXPANSION OR REPLACEMENT. v� 00 O
1. END OF ALL DISTRIBUTOR PIPES MUST BE 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: >.1 •-+ (�
PLUGGED UNLESS INTERCONNECTED. LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW U •r-+
PERCOLATION RATE OF 9'-32" RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICE.
2. ALL LATERALS TO BE OF EQUAL LENGTH. USE APPLICATION RATE OF 0.90 PER APPENDIX 75-A cd cu
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE Z
STANDARD ABSORPTION TRENCH PROFILE
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE 0
SEPTIC SYSTEM DESIGN AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND ,
N.T.S. MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE 1:14 CAI
C/I .
rl •
BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET •�--+
DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH STANDARD BAFFLE R SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY Q /�
FIXTURES AT 130 gpd PER BEDROOM = 390 gpd CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
EXISTING TREE TO REMAIN SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS.
PROVIDE TREE WELL AS SEPTIC TANK - PROVIDE NEW 1,250 gal TANK (IN RESIDENCES WHERE A U0 O
NECESSARY TO AVOID SMOTHERING - GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER Cd s~ Oy
OF TREE ROOTS WITH PLACED FILL CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE O 3
rj BAFFLE) DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. 0 N
ABSORPTION FIELD - 8 to 10 MIN. PERC. RATE - APPLICATION RATE CRACKED OR BROKEN LINES MUST BE REPAIRED R REPLACED.10 4)
0.90 gal/day/sq. ft. - 390 gpd DIVIDED BY 0.90 gal/day/sq. ft. = ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A 4�
434 sq. ft. OF TRENCH REQ'D AT 2' WIDTH PER LATERAL USE 6 LATERALS DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR r--�
AT 40' = 480 sq. ft. OF APPLICATION AREA. DISINFECTED AFTER BEING PUMPED OUT. �•
ALL PROPOSED TRENCHES TO BE EXCAVATED TO A DEPTH a�
WHICH REMOVES THE EXISTING TOPSOIL + RUBBLE FILL SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
- -- LAYER. IMPORTED SEPTIC SAND FILL TO BE PROVIDED TO A ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
Ao ' POINT OF 48" ABOVE THIS LEVEL NEW PERFORATED MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED 4�
LATERALS TO BE INSTALLED AT THAT LEVEL + IMPORTED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. U
' " ► TOP FILL TO BE PROVIDED AS INDICATED ON THESE DETAILS cd
30'-O -'� DO NOT DISPOSE R EXCESS GREASE R FAT INTO THE SEPTIC ^
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS O
Vii; '►, '1 j; 2'-0" 4'-0" 2'-0" _ 15% MAXIMUM OR CLEANERS INTO SINKS R TOILETS. 4�
.,1 N
CROSS SLOPE WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
' cr 1►. ;i �;, ��! i1 ' ON SLOPED SITES SEWERS ARF INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
OVERFILL TO ALLOW = REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
' 0 1if ►i Eil ;j►1 �� 22'-0"
Y 11 j 14._0 JAOUSE GARAGE FOR SETTLEMENT' NO VEHICULAR TRAFFIC R PARKING SHALL BE ALLOWED ON ANY PORTION OF
THE ABSORPTION FIELD R THE SEWAGE DISPOSAL SYSTEM.
t
FINAL GRAD SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM �.
THE ABSORPTION FIELD.
36 - ` o EAR UNTREATED BUILDING PAPER,
" F- FILL �- R GEOTENLE. �®
' 2 MAX.— f D EC� E0 V E
4" PERFORATED LATERALLABELED AS FULLY MEETING ; �®
' I 91
STM STANDARDS FOR USE IN JUN 2018AS BUILT
' ' o cI09DOo C-4 SEPTIC SYSTEMS. '
1 polo p �o°o �� " " /
r 0 oQ---- � -�- 3 4 TO 1 1 2 T BUILDING 8 CODES Y
`D
WASHED CRUSHED STONE
6'-0' (MAXIMUM DEPTH OF CRUSHED Q
STONE SHALL NOT EXCEED 30") C.) \� CAD FILE NAME
PROVIDE SEPTIC-,,,, WITHE ER SHALL ENO SUBSTITUTION
OF TRENCH ACAD\FERRARO\C-1
- � SAND FILL
- APPROVED BY NYS DOH) SCALE AS NOTED
THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
SHALL BE CONSIDERED TRUE ORIGINALS
z' DRAWING TITLE
PLOT PLAN
EXCAVATE TO BELOW EXISTING
NOT TO SCALE TOPSOIL + RUBBLE FILL LAYER PLOT PLAN
�_ AND SEPTIC
MAXIMUM SEASONAL HIGH— - DESIGN
GROUNDWATER ELEVATION * NOTES
STANDARD ABSORPTION TRENCH SECTION
DRAWING No.
N.T.S.
C-1