SEP-000758-2017 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-00075 8-2017
Tax Map No: 308.14-1-52
Permission is hereby granted to: FOREST PARK MHC,LLC
For property located at: 183 PITCHER 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
Type of Construction
Owner Name: FOREST PARK MHC,LLC Septic Disposal-Residential $0.00
Owner Address: 183 Pitcher RD Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Stone Installations
4305 Route 50
Saratoga Springs,NY 12866
Plans&Specifications
New Septic System
55 Briwood Circle
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,December 11,2018
(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 oand�epiber11,2017
f en
SIGNED BY: for the Town of Queensbury.
Director of Building&Code E forceme
SEPTIC DISPOSAL PERMIT VDEC .
c n
DATE Yp �iv
30�. Ma I
Tax MAP ID � -/ - o.
TOWN OF QU
LOCATION OF INSTALLATION �!5 f✓ I I .r � � F✓ l "` T
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APPLICANT � (f �' %r�( �l"iL `i PHONE/E-MAIL 1 f 4 f f I f U.
1
ADDRESS r , i` r F U_.V\�` fliI jf �.!'f ��' ,('u'k n /> r
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INSTALLER/BUILDER:
ADDRESS: f l i `� fI '<f J L� /t ) i fit' 1-J
OWNER Lk ' - l ti" f ! PHONE/E-MAIL
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Address .: E' iii' f l �►`
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: !( !�� t `t` j F! i PHONE ¢ t f S..F �T " Cj�
h " I /��C
RESIDENCE INFORMATION
Year Sul!' #of bedroc„s X Gallons per bedroom Total Daily Flow
1980 or older Garbage grinder installed _Y _
1981-1991 Spa or Hot Tub installed _Y _
1992-Present 1 D Af77g0
PARCEL INFORMATION
Topography _�L Flat rolling _Steep slope %slope
Soil Nature o Sand Loam _Clay Other
Groundwater At what depth? t<
Bedrock/Impervious Material At what depth? hf E 4
Domestic Water Supply \1_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 engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size f gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length 1!5Cft.; Each trench—a— 1575
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 & approved. The installed system must match the septic system
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 know 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: t L"' , &.,(u IL,h Date: 1,:2-'7 'r-7
Signature: Date: f, -p
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
GENERAL NOTES:
DESIGN INFORMATION SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET, CALL ENGINEER TO
DESIGN FLOW DESIGN PERC, REO'D LENGTH OF PT = PERCOLATION TEST LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. CLARIFY ANY DESIGN LAYOUT DETAILS.
13EDRUS GAL/DAY BALE LAIERW DTP – DEEP TEST PIT
TEST PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT '
4 440 GAL./OAY 1-5 MPI 184-25%*=138' 3
SCALE DRAWINGS.
0"-11" DARK SANDY TOPSOIL ROOTS NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3,ALL PERMITTING/VARIANCES TO BE y z
11"-28" REDDISH BROWN SAND. O' TREATMENT AREA. _ crena
PROPOSED INSTALLATION: OBTAINED BY CONTRACTOR AND/OR
28"-71" GRAY COURSE SAND
TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS PROPERTY OWNER.
NO GROUNDWATER OR MOTTLING NOTED
SIMILAR SOIL CONDITIONS THROUGHOUT MOBILE HOME PARK THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT
TOTAL NUMBER OF LATERALS = 3 PROJECT FOR LOTS #51 THRU #57 ON BRIWOOD CIRCLE. THE
EXISTING FAILED SEPTIC SYSTEM COMBINES THESE LOTS INTO
�ENGTH OF EACH LATERAL = 50'-0" ONE DEEP SEPTIC TANK AND PRESUMED DRYWELLS (UNKNOWN , LOC'ATM
TOTAL LENGTH OF LATERALS = 150' LOCATION).
PT /1 STABILIZED PERCOLATION RATE: 1:05 MPI
PT /2 STABILIZED PERCOLATION RATE: 1:10 MPI -
* PER NYSDOH APP. 75–A(FEB 3, 2010); A 25% REDUCTION IN
TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS ••��••�� • _•••in>,••��••�-••_�••_'••
WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT� , •.�..�...• ••�"••�'•"'••'�••'� PROJECT LOCATION PLAN
SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. PROPERTY LINE
APPROXIMATE NOT TO SCALE
NEW 1250 GALLON CONCRETE LOCATION OFF3 It is a violation of NYS education law for any person,
308.14-1-52 SEP-0007558-2017 TANK WITH FILTER.SEE DETAILS. POWER LINE NORTH unless he is acting under the direction of a licensed
Forest Park MHC LLC
professional engineer, to alter any item in any way.
�//
55 Briwood Circle 3 LATERALS AT 50' EACH. / /
New Residential Septic SEVERAL PINE A ADS HANCOR ARC 24 CHAMBERS. LOT INFORMATION:
�REMOV DTREES ®BY SEE DETAILS. // /Z TAX MAP #: 308.14-1 -52
OTHERS. /////// /
D—BTOWN OF Q U E E N S B U R Y
O /
�-..� EXISTING 4 / I __ LOT SIZE: 48.9 ACRES
/ LOT #55 BEDROOM X
DWELLING APPROVAL STAMP / NOTES
j % j j INSTALLER TO LOCATE ALL UNDERGROUND
//// ` UTILITIES PRIOR TO CONSTRUCTION.
DEC 0 8 2017 I , / / /
I � 0
i
APPROVED
TOWN OF QUEENSBURY \ _
-� TOWN OF QU/ S 1
COMMUNITY OEVELOPME 7 —
Far Sewage Disposal
— BUILDING & NEW YO K STAT E DEPART' OF HEALTH
Reviewed By P.E.
L3 -- —
y— Date:
SEPTIC PLOT PLAN L1 /C�p �►. � ?p/?
' B -- ---
I HAVE SEEN OR OBSERVED ALL OBJECTS � ��� i � __� Date
SUCH AS HOUSES, WELLS,TREES, FENCES, ETC PARKfNG
SHOWN ON THIS DOCUMENT.I HAVE PS DIAGRAM.
M UREDTHE DIS T NCE SET FORTH ON7H �\ >
PARKING SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER
DATE � � ��
s ,N�TI PROJECT: FOREST PARK — BRIW00D CIRCLE
�, — LOCA'I t WA I tII LINE AND_
REMOVE AND REINSTALL —MAINTAIN 10' HORIZONTAL LOT #55
/ 'FENCE AS NEEDED. SEPARATION TO SEPTIC, TYP. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
PARKING\ � pF NE
DRAWING TITLE:
AS—BUILT TIE—IN DIMENSIONS (FT) \ xz BRIWOOD CIRCLE `�� xo p RKENGINEERING,� �� . PLLC SITE PLAN
SPRINGS,B C D 225 RUGGLES RD-,SARATOGA
518.581.3893 FILE NAME SITE
$E,PT1CzS1TE PLAN
SCALE 1" = 20'-0"
N D—BOX NO. SUBMITTAL / REVISION APP'D. DATE
( 4 DATE SEPTEMBER 2017
L1 BEGIN PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY q5 f'" / ti,
~ L1 END AND AS PURPORTED BY PROPERTY MANAGER. r/,� �C3 A ISSUED FOR REVIEW/APPROVAL RKR s/8/17
0 w THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST d f7// ` W REVISION A
L3 BEGIN NOT BE CONSTRUED AS SUCH. A �9J0 y SHEET
CL ,,<
- L3 END �OFESSIo�P C-001 1 2�
PROJECT NOTES:
MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A.
6' SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE SPACING OF SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS -
6" BURIAL DEPTH WILL VARY ANDINDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN
TYP. MIN. EXCEED 24". INSTALL LATERAL ABSORPTION HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO
TRENCHES = 6' O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
GRAVELLESS NATIVE END VENT >3' DEEP.
CHAMBER EARTH 5' 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN
BACKFILL III- PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED.
-Illi III=11 III—I 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND
;— PROPOSED GRADE, ONE CHAMBER
L=1 LI=T i1-1 I =III"=1 =1 I I=III=1 I 2" CHAMBER —1 I I—i I- IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
"-III—III ��_I I_III=Iii—III=11- SLOPE TO DRAIN. REQUIREMENTS.
HEIGHT z SEED AND MULCH. LONGITUDINAL SECTION
4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY
REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE
DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE2- - THE RESPONSIBILITY OF THE OWNER.
� E
EXCAVATION. DEBRIS RAKE FLOOR & WALLS. a
-- 7//7 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD.
/ i�� �� — -- —. NO VEHICLES ALLOWED ON TREATMENT FIELD.
GROUND WATER, BEDROCK OR
IMPERMEABLE STRATA 8 2017 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% DEC�+ U
REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO
GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ADS RANCOR ARC 24 CHAMBER MODEL I TOWN OF QUEENSBURY DIVERT SURFACE RUNOFF FROM ADJACENT AREAS.
& VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS.
GRAVELLESS CHAMBER TRENCH TREATMENT SECTION COM UNITY D VELOPIVI-ENL s. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE
UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED.
SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY.
FROM SEPTIC TANK 17--71---------- I I 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH
4" DIA. SOLID PVC I I i I I A RISER OR EQUAL.
1 �4,1 1
INLET II OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
I I/1 j i TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL
L_L1-________ PROVIDEFFLUENT CAUSE FAILURE OF SEPTIC SYSTEM.
INLET OUTLET FILTER.ESEE NOTES. APPROVAL STAMP / NOTES
INSTALL RISER & EFFLUENT FILTER (POLYLOK PL-122) It Is a violation of NYS education law for any person,
LOCKABLE COVER, TYP unless he is acting under the direction of a licensed
1-1 2" PRECAST professional engineer, to alter any item in any way.
C CRETE BAFFLE BACKFILL WITH CLEAN
OR EQUAL BAFFLE pN-gTE �gTERIA� pLp�E� FINISHED GRADE
REMOVABLE COVER IN 8 INCH LIFTS AND TAMPED EFFLUENT FILTER f/ TOP SOIL, SEED & MULCH
COVER WATERPROOF SEAL
�//iii`/i iji.,� x 12" MIN z
INLET INVERT 3 POLY RISER
INLET ) o�U1tET INVERT I NEW YORK STATE DEPARTMENT OF HEALTH
II,I t OUTLET Glens Fails District Office
INLET — —� ouTlEr CAULKED--/% —JOIH � Refer to first sheet for approved date and signature.
JOINT z n
SANITARY 'zoo LEVVELL SANITARY TEE W/
2" MIN. TEE / 1 �BULKHEAD__/ EFFLUENT FILTER
3" MIN
12" MIN
CLEAN SAND PEA
GRAVEL OR AGGREGATE
(3/4" - 1 1/2")
IF DESIGNED TO USE EXISTING SEPTIC TANK, PUMP OUT AND INSPECT
EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE
1. MINIMUM TANK CAPACITY AS FOLLOWS: MAINTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER
1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH OUT AND INSPECTED EVERY 2 YEARS OR LESS FOR OPTIMAL PERFORMANCE; PROJECT: FOREST PARK BRIWOOD CIRCLE
27 S.F. SURFACE AREA.
2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F. EFFLUENT FILTER (IF INSTALLED) SHALL LOT #55
OUTLET PIPES. SURFACE AREA BE CHECKED AND CLEANED
- FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE
3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. FAILURE COU LD 0 C C U R. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250
4. THE SLOPE OF OUTLET PIPES BETWEEN THEGALLONS TO TANK SIZE FOR EACH. DRAWING TITLE:
DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, OF NEW
SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. `S� g , yO ENGINEERING, PLLC DETAILS
AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 �� 225 RUGGLES RD.,SARATOGA SPRINGS,NY
WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCR. 40 PIPE OR '�' -jh 518.581.3893 FILE NAME DETAILS
SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT.
SCgLE AS NOTED
5. USE DOUBLE SIDED STICKING RUBBER BUM FOR W
DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. t- z NO. SUBMITTAL / REVISION APP'D. DATE DATE I SEPTEMBER 2017
NEW CONCRETE ~ A ISSUED FOR REVIEW/APPROVAL RKR 9/9/17 REVISION A
DISTRIBUTION BOX NEW 1250 GAL CONCRETE SEPTIC TANK ��dA 0 951014ti�� I SHEET
SCALE: NONE SCALE: NONE �OFESSIO�P2
C-100
GENERAL NOTES:
DESIGN INFORMATION �QI,LS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO
DESIGN FLOW � �. REObyE�OF PT- PEROOLATKMI TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. CLARIFY ANY DESIGN LAYOUT DETAILS.
�S. ,S1eL.�AY BS]E L!?R'auc
., - — DTP - DEEP TEST PIT DWELLING SUPPLIED WI1H MUNICIPAL WATER.
f
TEST PERFORMED ON 05–x-17 WITH STONE INDUSTRIES AND NY5001�. 2.USE DIMENSIONS OVEN: DO NOT •, ,••,�.. y *�+«� 'F
4 440 GAL/bAY 1-5 MPI 184'-25%x'-138' SCALE DRAWINGS.
3
ulr•I•i
0'-11" DARK SANDY TOPSOILR0015 NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' ALL PERMITTING/VARIANCES TO BE
11"-28' REDDISH BROWN SAND. OF TREATMENT NT AREA
OBTAINED BY CONTRACTOR AND/OR
PROPOSED INSTALLATION:
28"-71• GRAY COURSE SAND PROPERTY OWNER.
TR04CH SYSTEM WITH ADS RANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED
SIMILAR SOIL CONDITIONS THROUGHOUT MOBILE HOME PARK THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT
TOTAL NUMBER OF LATERALS = 3 PROJECT FOR LOTS 051 1HRU #57 ON BRIWOOO CIRCLE. THE
DOSTING FAILED SEP71C SYSTEM COMBINES THESE LOTS INTO /s'
LENGTH OF EACH LATERAL = 50'-0' ONE DEEP SEPTIC TANK AND PRESUMED DRYWEi.LS (UNKNOWN #
(
TOTAL LENGTH OF LATERALS 150' LOCATION)..
PT/i STABILIZED PERCOLATION RATE 1:0.5 MPI
PT#2 STABILIZED PERCOLATION RATE 1:10 MPI
• PER NYSOOH APP. 75–A(FEB 3, 2010): A 25R REDUCTION IN •e��e.��.•��•• '� 'i-
TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS
WITH 1.SSF/PT OF BOTTOM AREA & VOLUME OF 7.5GAL/PT ��..��..��••esst�e e essW e•��••e>•s••�_•••_••—,••— PROJECT LOCATION PLAN
SIDEWALLS. TABLE sC OF NY5001i *GREEN" HANDBOOK. PROPERTY LINE AS BUILT NOT TO SCALE
APPROXIMATE
NEW 1250 GALLON CONCRETE LOCATION OF It is a violation of NYS education low for any person.
TANK WITH FILTER.SEE DETAILS. POWER LINE NORTH union he Is acting under the direction of a licensed
professional engineer, to alter any item in any way.
3 LATERALS AT 50' EACH.
SEVERAL PINE A-\ ADS HANCOR ARC 24 CHAMBERS. LOT INFORMATION:
TREES TO BE SEE DETAILS.
REMOVED BY TAX MAP #: 308.14-1 -52
THERS. ///// / /
D—B j j j TOWN OF QUEENSBURY
LOT 55 EXISTING 4 / j j LOT SIZE. 48.9 ACRES
# BEDROOM /
a
DWELLING / APPROVAL STAMP /NOTES
jM j INSTALLER TO LOCATE ALL UNDERGROUND
Lo UTILITIES PRIOR TO CONSTRUCTION.
/ /
L3 ////� $ !► !UN 11 1018 i, I
''
PARKING
03
PARKING SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER
FOREST PARK - BRI WOOD CIRCLE
� LOCA I t wA i tl< �L1VD_ —
.. \ REMO+JE AND REINSTALL MAINTAIN 10' HORIZONTAL LOT #55
AS NEEDED. SEPARATION TO SEPTIC, TYP. 183 PITCHER ROAD. QUEENSBURY, NY (TOWN OF QUEENSBURY)
PARKING DRAWING nTLE
AS—BUILT TiE—IN DIMENSIONS (FT) \ BRIWOOD CIRCLE ��N,FNE RKENGINEERING9 PLLC SITE PLAN
A B C D \ eS 225 RUGGLES RD.,SARATOGA SPRINGS,NY
� / 5 �" 518.581.3893 FILE NAME SITE
E,F'TIC ITE PLAN �----- � w SCALE 1• = 20'-0•
D—BOX 8 64 NO. SUBMITTAL / REVISION APP'D. DATE
PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS DATE SEPTEMBER 2017,�
L1 BEGIN 13 63 A ISSUED FOR REVIEW/APPROVAL RKR 9/8/17 AND AS PURPORTED BY PROPERTY MANAGER. c REVISION 1
a L1 END 55 14 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST d 79 0A 4,$ 1 RECORD DRAWING RKR 3/30/18
o L3 BEGIN 6 61 NOT BE CONSTRUED AS SUCH.
��0FBss o�P~ C-001 sHEEr OF
o_ o_ L3 END 56 13 2
PROJECT NOTES-
MOUND TOPSOIL FOR SETTLING. I. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75—A.
61 SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE SPACING OF SEE NYSDOH'S 'APPENDIX 75—k WASTEWATER TREATMENT STANDARDS —
TYP
6" BURIAL DEPTH WILL VARY AND ABSORPTION INDIVIDUAL HOUSEHOLD SYSTEMS'& 'NYSDOH — (GREEN) DESIGN
MIN. EXCEED 24". INSTALL LATERAL HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO
------ END VENT >3' DEEP. TRENCHES 6' O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
GRAVELLESS NA11VE rs
CHAMBER EARTH 7- INFORMATION ON THEM DRAWINGS IS FOR SEPTIC SYSTEM DESIGN
BACKFILL PURPOSES ONLY. FULL WE INSPECTIONS NOT PERFORMED.
4403. CONSTRUCTION SHALL BE AS SHOWN ON THEM DRAWINGS AND
PROommmm*
2" CHAMBER POSED GRADE, ONE CHAMBER IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURERS
HEIGHT SLOPE TO DRAIN. LONGITUDINAL SECTION
REQUIREMENTS.
SEED AND MULCH.
4. ALL WORK MUST COMPLY WITH LOCAL. STATE & FEDERAL SAFETY
REGULATIONSo (NYSDOH. OSHA, NYSD0T). PERMITTING REQUIREMENTS AM
DO NOT SMEAR SOILS DURING Ky INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER.
Z EXCAVATION.- ------- DEBRIS, RAKE FLOOR & WALLS.
5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FEW.
GROUND WATER, BEDROCK OR NO VEHICLES ALLOWED ON TREATMENT FIELD.
IMPERMEABLE STRATA NI. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
PER NYSDOH APP. 3j 2AI
REDUCTION IN LENGTH
IS f6W&) MATH USE OF 25X 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO
GRAMLESS CHAMBERS TM ''6 OF BOTTOM AREA
I ADS HANCOR ARC 24 CHAMBER MODEL DIVERT SURFACE RUNOFF FROM ADJACENT AREAS.
Nk VOLUME OF 7.5GAL/VT & OPEN SIDEWALLS, GRAVELLESS CHAMBER TRENCH TREATMENT SECTION & RECOMMENDATION: DOWNSLOPE OR SHALLOW YELLS SHOULD HAW
SCALE: NTS UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED.
WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY
/--FROM SEPTIC
SOLID PVC TANK ---------- 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TAW, (POLY—LOK PL-122) WITH
4" DIA. I A RISER OR EQUAL
t
OUTLET I eA J 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
70 SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL,
INLET OUTLET L—LA----------I N i PROVIDE EFFLUENT CAUSE FAILURE OF SEPTIC SYSTEM.
FUER. SEE N07M APPROVAL STAMP /NOTES
INSTALL RISER & EFFLUENT FILTER (POLYLOK PL-122) It Is a violation of NYS education low for any person,
1-1 PRECAST LOCKABLE COVER. TYP union he Is acting under the direction of a licensed
Ca&x BAFFLE professional engineer, to after any Item In any way.
OR EQUAL BAFFLE BACKFILL VAIN CLEAN FINISHED
REMOVABLE COVER IN%NiN&ELV§W VM EFFLUENT FILTER SEED & MULCH
"/*L""L/'WATERPROOF SEAL
MIN
POLY RISER
IIIIUET NVERT
h\ tZ*A80 EE
INLET
4
III! —-8 OUaET NMW OUTLET
INLET111
CAULKED--J /",--CAULKED
OUTLET JOINT JOINT
SANITARYSANITARY TEE W/
--�' be LEM EFFLUENT FILTER
2* MIN. TEE 3' MIN
12' MIN.
CLEAN SAND, PEA
GRAVEL OR AGGREGATE
IQ�Lll�P,�1111N'T�UR�47%115NIOET A-111 (3/4" — 1 1/2*)
IF DESIGNED M USE EXISTING SEPTIC TANK, KW OUT AND INSPECT
EXISTING TANK PROVIDE WRITTEN REPORT TO ENGINEER SYSTEM COMPONENTS SHALL BE
1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. 1. MINIMUM TAW CAPACITY AS FOLLOWS: MAINTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER
— FOR 3 BEDROOMS OR LESS TANK SHALL BE 1.000 GALLONS, WITH OUT AND INSPECTED EVERY 2 YEARS
Z SPEED LEVELING DEVICES SHALL BE USED ON ALL 27 S.F. SURFACE AREA. OR LESS FOR OPTIMAL PERFORMANCE. PRO-ECT" FOREST PARK - BRIWOOD CIRCLE
— 4 BEDROOMS SHALL HAVE A 1,250 GALLON TAW WITH 34 S.F. EFFLUENT FILTER (IF INSTALLED) SHALL
OUTLET PIPES. SURFACE AREA BE CHECKED AND CLEANED
— FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE LOT #55
3. SEPTIC TAW TO O—BOX- 4- PVC OR SDR21, LIQUID SURFACE AREA. FAILURE COULD OCCUR. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
TIGHT JOINTS, MIN. SLOPE 1/8- PER FOOT. — FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250
4. THE SLOPE OF OUTLET PIPES BETWEEN THE GALLONS TO TANK SIZE FOR EACH. DRAWING TITLES
DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TAW. 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS. OF N8
SHOULD BE SLOPED AT LEAST 1/32- PER FOOT MIN. SLOPE lle PER FOOT.
AND CONSTRUCTED OF e PVC SCH. 40 OR SDR21 K . KENGN225 RUGGLIEERING,
SARATOGSPRINGS.PLLNYC DETAILS
ES RD., A
WITH LIQUID TIGHT JOINTS. 3. SEPTIC TAW M O—BOX OR PUMP TANK:- 4' PVC SCH. 40 PIPE OR 518.681.3893 FILE NAME DETAILS
5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR SDR21. LIQUID TIGHT JOINTS, MIN. SLOPE 1/8* PER FOOT. 04
DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. NO. SUBMITTAL / REVISION APP'D. DATE SCALE AS NOTED
41: NEW CONCRETE DATE SEPTEMBER 2017
f.- NEW 1250 GAL CONCRETE SEPTIC TANK A ISSUED FOR REMEW/APPROVAL RKR 9/8/17
DISTRIBUTION BOX REVISION
79 - it 1 RECORD DRAWING RKR 3/3o/le
-03 SCALE: NONE SCALE: NONE 4to SH�EE
a. Esslo C-100 r2 T�DF
1 1 2