BOTH-000419-2015 FFTOWN 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-000419-2015 Date Issued: Wednesday, February 10, 2016
This is to certify that work requested to be done as shown by Permit Number BOTH-000419-2015
has been completed.
Tax Map Number: 308.14-1-52
Location: 183 PITCHER RD
Owner: FOREST PARK MHC,LLC
Applicant: Stone Installations
This structure may be occupied as a: Residential Septic Alterations
Lots 12 & 14 Timber Lane 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, C100140
Variance, or other issues and conditions as a result of approvals by the Direc�MKf f9ilding&Co nforc ent
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: BOTH-000419-2015
Tax Map No: 308.14-1-52
Permission is hereby granted to: Stone Installations
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 $0.00
Owner Address: 183 Pitcher RD Total Value $0.00
Queensbury,NY 12804
Contractor or Builders Name/Address Electrical Inspection Agency
Stone Installations
4305 Route 50
Saratoga Springs,NY 12866
Plans&Specifications
Residential Septic Alterations
Lots 12& 14 Timber Lane
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,December 10,2016
(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 TownQueens We s tuber 16,2015
SIGNED BY: j 4 for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT
Office Use On]v
DATE '�% '�5 Received
Tex Map ID
TAxINAaID �.+ d8. Z Permit No. 9 r Y
�, t Permit Fee
LOCATION OF INSTALLATION hr 0' Approvals:
DEC 14 2015 / I
APPLICANT �nNC LL/STi��/ Tar% PHONE/E-MAIL 19a47,07
ADDRESS '305- t. S'O 6 aAka /'�3
INSTALLER/BUILDER: �7�0l7L ,� G..H�:'�'"I Oh,� PHONE/E-MAIL I' /N� S'IOrlli/S /f�,Cp/yJ
ADDRESS: J�/D� �TG. SO r�4('ed—aCc-- Sp aA,Ss N•I'L � 7,9?A,
NER �!/ net- 1 I-�_,s TT PHONE/E-MAIL �7.Il 777Z
Z
Address /R3 I -r -e-r I/YievrS&jj�)f, �Zv0
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: �a a j U r r/I C.K', PHONEIV 7�472)7
RESIDENCE INFORMATION
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed _Y _V-N
1981-1991 Spa or Hot Tub installed _Y Z_N
1992-Present 6 0
PARCEL INFORMATION
Topography 4-Flat rolling _Steep slope %slope
Soil Nature Sand _Loam _Clay _Other
Groundwater At what depth? E'
Bedrock/Impervious Material At what depth? AAP 46'
Domestic Water Supply Municipal Well(if well,water supply from any septic system absorption is ft.)
Percolation Test Rate: T iR per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) f
System Type Absorption field with#2 stone Total length_1_7�D ft.;Each trench / x _�}
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.
DEcLARATrow 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 thengg and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: /Gs�n '"'✓ pu r dr c.r= Date:
Signature: r �� /�� Date:
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 OFCLARIFY ANY DESIGN DETAILS.
u BEDRMS DAY
RAMLATERALS PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL
DTP = DEEP TEST PIT -
TEST PERFORMED ON 11-06-15 WITH STONE INDUSTRIES. DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT
6 660 GAL/DAY1-5 MPI 275'-257.*=206 { m �.• - gi
DRAWINGS.SCALE ;,___
0"-10" DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' `
10"-28" BROWN SAND. OF TREATMENT AREA. 3.ALL PERMITTING/VARIANCES TO BE +` ?
PROPOSED INSTALLATION: OBTAINED BY CONTRACTOR AND/OR
28"-68" LIGHT TAN/BROWN SAND PROPERTY OWNER. '
TRENCH SYSTEM WITH ADS RANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED +L
71
TOTAL NUMBER OF LATERALS = 4
LENGTH OF EACH LATERAL = 55'-0" 1J
TOTAL LENGTH OF LATERALS = 220' "cv�♦r ;
PT #1 STABILIZED PERCOLATION RATE: 1:18 MPI
PT #2 STABILIZED PERCOLATION RATE: 1:16 MPI NORTH-
PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% REDUCTION IN31d4 2jnlVN0IS " 1
TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS pp /� TI N
WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN ®®® " PR®®9�C� LOCATION I®1�1 PLAN
SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. /'����`�' �WVdOVI(I SIH1.NC 1a1 � 0 NVl 10dnSV31
G V V AlIVNOS�13d]AVH I'1N30300 SIHl NO NMOHS NOT TO SCALE
013 •S]-DN33 'S3381 'S113M 'S3SnOH SV H0f1S
=1 IGO 11V 03Ad3680 HO N33S 3AVH I FILE CONY
NV3d 101d 311dDS
SOLID 4"0 SI
" CH40 AT LOT #14 EXISTING 3 I LOT INFORMATION:
PER FOOT, TYP. BEDROOM
DWELLING 5 ;I TAX MAP A 308.14-1 -52
PARKING ll .' TOWN OF QUEENSBURY
A o Ll
L1 I h DEC
1 X015 ; I11 LOT SIZE: 48.9 ACRES
FTRNEi / \ K
:5 6' %.lie' ,,`, APPROVAL STAMP / NOTES
W 1000 GAI �' I ` ' ' INSTALLER TO LOCATE ALL UNDERGROUND
LLON CONCRETE �' -=" ' "
TANKS WITH FILTER.SEE WY I UTILITIES PRIOR TO CONSTRUCTION.
DETAILS.
—� DTP#1 4 LATERALS AT 55' EACH.
B L4 I (EXISTING POLY TANK ADS HANCOR ARC 24
I _BO "TO BE REMOVED. CHAMBERS. SEE DETAILS.
TREE TO BE I >
REM-0VED BY PARK
PURPORTED EXISTING 3
T011 ` '
I ELECTRIC LINE. LOT #12 BEDROOM E oil T
LOCATE. DWELLING I ..,
PARKING E—viC" 15 dBr<< of�
Date: ! L
ACTUAL SEPTIC COMPONENT LAYOUT I ! PROJECT: SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER
MAY VARY DUE TO BURIED UTILITIES. LOCATE WATER LINE AND FOREST PARK — TIMBER LANE
MAINTAIN 10' HORIZONTAL LOTS #12 & #14
SEPARATION TO SEPTIC, TYP. I 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
DRAWING TIME:
AS—BUILT TIE—IN DIMENSIONS FT ��OFR,y
j K RKENGINEERING9 PLLC SITE PLAN
A B C D1 225 RUGGLES RD.,SARATOGA SPRINGS,NY
SEPTIC SITE PLAN V_ 518.581.3893 FILE NAME SITE
LSCALE 1" = 20'-0"
D—BOX rA
SUBMITTAL / REVISION APP'D. DATE DATE NOVEMBER 2015
N L1 BEGIN PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS
w $ ISSUED FOR REVIEW/APPROVAL RKR 11/6/15 REVISION A
L1 END AND AS PURPORTED BY PROPERTY MANAGER. cn x E
o THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST d w
L4 BEGIN NOT BE CONSTRUED AS SUCH. A 95OA y SHEET
L4 END �OFESSIO�� C-001 1 of
I Ed 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 SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS -
6" BURIAL DEPTH WILL VARY AND SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN
TYP. » ABSORPTION HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO
MIN. EXCEED 24". INSTALL LATERAL TRENCHES = 6' O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
GRAVELLESS NATIVE END VENT >3' DEEP.
I_ ' 2INFORMATION THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN
CHAMBER EARTH PURPOSESONLY.
BACKFILL III-
_ 1=111- I�I1- ILII- 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND
I ill I�I I-1 I I�I I II I I�II 2" CHAMBER I I I_I I I I — _ 1 I II Ij IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
"=1il�ll IIS 111=III=aII� II-1��— ONE CHAMBER REQUIREMENTS.
HEIGHT z PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION
4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY
2' DRAIN. SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE
DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER.
EXCAVATION. DEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD.
NO VEHICLES ALLOWED ON TREATMENT FIELD.
GROUND WATER, BEDROCK OR 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
IMPERMEABLE STRATA
PER NYSDOH APP. 75-A FEB 3, 2010); A 25%
REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF �e p /� �p 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 DIVERT SURFACE RUNOFF FROM ADJACENT AREAS.
& VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. CHAMBER GRAVELLESS CHATRENCH TREATMENT SECTION VG IFT�® f� 8. 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 F—T-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
ff INLET II �r ; OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
I I/I I��FILTER.
TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL
L_L1_________ CAUSE FAILURE OF SEPTIC SYSTEM.
INLET OUTLET PROVIDE EFFLUENT
SEE NOTES. APPROVAL STAMP / NOTES
INSTALL RISER & EFFLUENT FILTER (POLYLOK PL-122)
1_1v2" PRECAST LOCKABLE COVER, TYP
CORETE BAFFLE BACKFILL WITH CLEAN
OR EQUAL BAFFLE ON-SITE,hJAIERIfbL LACED NISHED GRADE
IN 8 INCH L IS A1N AMPED EFFLUENT FILTER OP SOIL, SEED & MULCH
REMOVABLE COVER % /// WATERPROOF SEAL
COVER
2" MIN
POLY RISER
INLET INVERT
2 AE
li II N U INLET ) OUTLET INVERT OUTLET
INLET - CAULKED m CAULKED
JOINT Z JOINT
-~ OUTLET QUI
SANITARY b SANITARY TEE W/
Qom; o a 2" MIN. TEE a UUCHEAD EFFLUENT FILTER
r °g b RUe�cooe�a8o = 3" MIN
12" MIN L ,-ll °���° °��" —_CLEAN SAND, PEA
LIEM%�;°'�m � �° oP1re GRAVEL OR AGGREGATE -
=L °9� e 8 gs°, a°ga n o
aT—ID=W=W=W=W 1=u —I K (3/4" — 1 1/2") o
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 OPR JECT; FOREST PARK TIMBER LANE
27 S.F. SURFACE AREA. OR LESS FOR OPTIMAL PERFORMANCE;
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 LOTS #12 & #14
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. FAI LURE COULD 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 THE GALLONS 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, QF 11US
SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. �j K Y RKIEMSONEEROMS, PLL C DETAILS
AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 1 225 RUGGLES RD.,SARATOGA SPRINGS,NY
WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR Q' 518.581.3893 FILE NAME DETAILS
SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. 1�
� 5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR � � SCALE AS NOTED
DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. t Z N0. SUBMITTAL / REVSION APP'D. DATE
N_I DATE NOVEMBER 2015
NEW CONCRETE FOR EACH MOBILE HORSE UNIT PROVIDE tp f E o 0 A ISSUED FOR REVIEW/APPROVAL RKR 11/6/15 REVISION A
o W DISTRIBUTION BOX NEW 1000 GAL CONCRETE SEPTIC TANK 0 o� Q �$
o 0 SCALE: NONE A 9 50 y V20
SCALE: NONE ��FESSI0 C-100 a a
DESIGN INFORMATION SOILS INFORMATION: GENERAL
I SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO
BEDRMS DESIGN FLOW DESIGN PERC, REO'D LENGTH OFCLARIFY ANY DESIGN DETAILS.
RAM LATERALS c PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL
DTP = DEEP TEST PIT
TEST PERFORMED ON 11-06-15 WITH STONE INDUSTRIES. DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT 01
6 660 GAL/DAY 1-5 MPI 275'-257.*=206' SCALE DRAWINGS.
0"-10" DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 1
10"-28" BROWN SAND. OF TREATMENT AREA. 3.ALL PERMITTING/VARIANCES TO BE
PROPOSED INSTALLATION: OBTAINED BY CONTRACTOR AND/OR
28"-68" LIGHT TAN/BROWN SANDPROPERTY OWNER. } I f
NO GROUNDWATER OR MOTTLING NOTED -�. y` 4
TRENCH SYSTEM WITH ADS RANCOR ARC 24 CHAMBERS ��•• c+'
TOTAL NUMBER OF LATERALS = 4 '„
LENGTH OF EACH LATERAL = 55'-0"
TOTAL LENGTH OF LATERALS = 220'
PT#1 STABILIZED PERCOLATION RATE: 1:18 MPI
PT #2 STABILIZED PERCOLATION RATE: 1:16 MPI NORTH-
PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN
TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS
WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN PROJECT LOCATION PLAN
SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. G E G V V��®®® C I R,
NOT TO SCALE
i
It is a violation of NYS education law article 145 for
any person, unless he/she is acting under the
direction of a licensed professional engineer, to alter
an item in any way. Refer to education law §7209.
qNG
SOLID 4"0 SCH40 AT LOT #14 EXISTING 3 LOT INFORMATION:
PEi FOOT, TYP. BEDROOM
DWELLING TAX MAP #: 308.14-1 -52
,�I� TOWN OF QUEENSBURY
I A O L1
LOT SIZE: 48.9 ACRES
I5 .. 6' APPROVAL STAMP / NOTES
NEW 1000 GALLON CONCRETE TREE INSTALLER TO LOCATE ALL UNDERGROUND
TANKS WITH FILTER.SEE WYI W UTILITIES PRIOR TO CONSTRUCTION.
DETAILS. r--_1 DTP#1 M
T. 4 LATERALS AT 55 EACH.
I B L4 iEXISTING POLY TANK ADS HANCOR ARC 24
I D—BO �—JTO BE REMOVED. CHAMBERS. SEE DETAILS.
TREE REMOVED > SFO''JE®
BY PARK l�
I � ot s`�� basal
PURPORTED EXISTING 3 4LJVal
' �1 cel I<t ACTH
P.E.
ELECTRIC LINE. BEDROOM
LOCATE. LOT #12 DWELLING
PARKING
I
ACTUAL SEPTIC COMPONENT LAYOUT I PROJECT~. SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER
MAY VARY DUE TO BURIED UTILITIES. LOCATE WATER LINE AN —1—AS BUILT FOREST PARK - TIMBER LANE
D
MAINTAIN 10' HORIZONTAL LOTS #12 & #14
SEPARATION TO SEPTIC, TYP. I 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
DRAWING nTLE:_
AS—BUILT TIE—IN DIMENSIONS FT
K . y0 RKENGUMEEROMS, PLL C SITE PLAN
A B C D � 225 BRUGGLLES RD .,SARATOGA SPRINGS,NY
�tALF NAME SITE
SEPTIC SITE PLAN
w SCALE 1" = zo'-o"
E; D—BOX 21 22 NO. SUBMITTAL / REVISION
a 'd f_'_2_. DATE
DATE NOVEMBER 2015
L1 BEGIN 22 25 PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS �, '" A ISSUED FOR REVIEW/APPROVAL RKR tt/s/is
Lii 'LAND AS PURPORTED BY PROPERTY MANAGER. to F E
REVISION 1
L1 END 77 76 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST
r ��' NOT BE CONSTRUED AS SUCH. �A 0795�D� y t RECORD DRAWING RKR t2/ts/ts SHEET
L4 BEGIN 28 23 �OFES5IO�P C-001 1 of
a a L4 END 76 76 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 SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS -
6" BURIAL DEPTH WILL VARY AND SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN
TYP. ABSORPTION HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO
MIN. EXCEED 24". INSTALL LATERAL TRENCHES = 6' O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
GRAVELLESS NATIVE END VENT >3' DEEP.
EARTH 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN
CHAMBER - PURPOSES ONLY.
BACKFILL 111-
i- 1=III- I—III-
III-11 III-I 1=III- 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND
I=1 7 I IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
I-=1 11=1 11=1 I' I I I I�11=1 11=1 I I ::r1_1=12„ CHAMBER ''J 1=I '- - _ III”
-Ii1=III 11-1 1=III="'=1i1� I- ''�11=II'- ONE CHAMBER REQUIREMENTS.
HEIGHT z PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION
4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY
2' DRAIN. SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE
DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER.
EXCAVATION. DEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD.
NO VEHICLES ALLOWED ON TREATMENT FIELD.
GROUND WATER, BEDROCK OR 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
IMPERMEABLE STRATA
PER NYSDOH APP. 75-A FEB 3, 2010); A 25% It is a violation of NYS education law article 145 for 7 TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO
REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF any person, unless he/she is acting under the
GRAVELLESS CHAMBERS WITH 1.6SF/F7 OF BOTTOM AREA �ADS HANCOR ARC 24 CHAMBER MODEL �I direction of a licensed professional engineer, to alter DIVERT SURFACE RUNOFF FROM ADJACENT AREAS.
& VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. GRAVELLESS CHAMBER TRENCH TREATMENT SECTION an item in any way. Refer to education law §7209.
8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE
UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED.
SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY.
4PRECAST
NK F-T-f---------- 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH
C I I I I I A RISER OR EQUAL.
I 4--�I I
INLET III, OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
I i I I I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL
CAUSE FAILURE OF SEPTIC SYSTEM.
INLETOUTLET PROVIDE EFFLUENT
FILTER. SEE NOTES. APPROVAL STAMP / NOTES
INSTALL RISER & EFFLUENT FILTER (POLYLOK PL-122)
1-1 2" LOCKABLE COVER, TYP
CONCRETE BAFFLE BACKFILL WITH CLEAN
OR EQUAL BAFFLE ON-SITE MATERIAL PLACED FINISHED GRADE
IN 8 INCH LIFTS AND TAMPED EFFLUENT FILTER r/ TOP SOIL, SEED & MULCH
REMOVABLE COVER ,.,,nv
COVER WATERPROOF SEAL L^171 �
x 12" MIN PC?
�
Zp ^^ 1
\ \ \ \ \ 1(C�� � t^.
/ � a� POLY RISER
/\ INLET INVERT
= p 2"ABOVE
INLET ) OUTLET INVERT \ OUTLET
INLET CAULKED \ `n CAULKED
®®- OUTLET JOINT QUI ` JOINT@
Pik SANITARY SANITARY TEE W/
c o EFFLUENT FILTER
3" MIN
�spo^o 2" MIN. TEEUUCHEAD
12' MIN IL 1-f � o� .0.��";�;_ CLEAN SAND, PEA
1—L 4 y4 �8 Avin TGRAVEL OR AGGREGATE If
aT— —I-W—L L l 1 —SILT��TFa
(3/4" - 1 1/2") e o0 0 ._ _ o
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 OPR JECT:OR LESS FOR OPTIMAL PERFORMANCE; FOREST PARK TIMBER LANE
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
OUTLET PIPES. SURFACE AREA BE CHECKED AND CLEANED LOTS #12 & #14
- 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. F A I L U R E C 0 U L D 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 THE GALLONS 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. e'S1�' g , yO RKENGINEERING, PLL C DETAILS
AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 1� 225 RUGGLES RD.,SARATOGA SPRINGS,NY
WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR Gj�1'' 1 t 518.581.3893
SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. t~ FILE NAME DETAILS
n 5. USE DOUBLE SIDED STICKING RUBBER BUM FOR W SCALE AS NOTED
o DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. NO. SUBMITTAL / REVISION APP'D. DATE
a-I rd �Q� DATE NOVEMBER 2015
NEW CONCRETE FOR EACH MOBILE HOLE UNIT PROVIDE � � a f3 A ISSUED FOR REVIEW/APPROVAL RKR 11/6/15
W DISTRIBUTION BOX NEW 1000 GAL CONCRETE SEPTIC TANK RECORD DRAWING RKR 12/16/15 REVISION 1
.a 795
a x SCALE: NONE SCALE: NONE �OFESSID' Pk 2HEET OF
c-100
2