SEP-000371-2017 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-000371-2017 Date Issued: Thursday, December 21, 2017
This is to certify that work requested to be done as shown by Permit Number SEP-000371-2017
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 Alteration
47&49 Briwood Circle By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the a; 4A
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-000371-2017
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-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
Residential Septic Alteration
47&49 Briwood Circle
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,July 5,2018
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury befojthee iration dateDated at the Town oQueens //VJe u y 5,2017
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
4
SEPTIC DISPOSAL PE I emrmitFee:
JE
rm n�trZRre. ,,. 742 Bay Road,Queensbu 1 8 ✓�, OCt7'3Z)��(7
P:518-761-8256 www. e b . �''
26 2017 (i
Tax Map ID#: O I v �D Invoice#:�/NpF UProject Location: y 1 I NSBur Yes No
Primary Owners) o_r k 14C, LTZ7�
Mailing Address bL &
Phone & Email , 169 ' 1 Co
Installer/Builder 940ne 1n9t-aJW1ons
Mailing Address N304T kle 6b damfwa4ni��
Phone & Email jg-5M 0 L49
Engineer Ruan Piper12 �2PJ
Mailing Address
Phone &E , t
Contact Person for Building&Code Compliance:) LMI C /.l noh Phon :5Shr?45,7771_n
RESIDENCE INFORMATION:
Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes o
1980 or older Installed? (circle one)
1981-1991 Spa or Hot Tub Yes No
1992-Present
Installed? (circle one)
�0
PARCEL INFORMATION:
Topography _Flat Rolling _Steep Slope _%Slope
Soil Nature Sand _Loam _Clay _Other
Groundwater At what depth? / Id
Bedrock/Impervious material At what 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 I _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 regul ions and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage
Disposal Ordinance.
PRINT NAME: Ge", Za"-Cl4ee-_ DATE: "l7
SIGNATURE: / DATE: Zd /
Town of Queensb ullding&Code nforcement Revised February 2017
1.
DESIGN INFORMATION SOILS INFORMATION:: SITE INFORMATION: CLARIFY ANY DESIGN LAYOUT DETAILS.
SEE NOTE SHEET CALL ENGINEER TO
TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL ,
nFSIGN FLOW D a PER., RFO'D FNGTH OF PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) x 1 »„I.A-I
REDAMS �� AY ��- LATERALS DTP = DEEP TEST PIT '' a
TEST PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. DWEWNG SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT `�--� _� � � _:�••��� ;� -
3 33d GAL/17AY 1-5 MPI 138'-25%*=103' SCALE DRAPINGS. x.
i -.-
DIP #3 lbtt tit ILL ELM EVEN.
0"-8' DARK SANDY TOP80ILROOTS NO ACTIVE NOGH9oRING WELLS /VI518:t #V14-1100'
0' -3 -PERMITTING/VARIANCES TO BE
4 ,
^a] ±` t .i
OF TREATMENT AREA. ' ;; v: T .NED BY CONTRACTOR AND/OR ��ry s`E I`• !. ;I ��
8'-24" REDDISH BROWN SAND. !\,
PROPOSED. INSTALLATION FOR, EACH :HOME: I� ~-�- ° ERrir OWNER.
"-`
24'-81' GRAY/TAN COURSE SAND $
TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED pn�� I �U
J
2G 2Q17 W ��
TOTAL NUMDER OF LATERALS = 5 �� o c� Q r' �( 'i1�C`T>I�CA'tI�Oft
LENGTH OF EACH LATERAL. = 25'=0" I o \ ' '? f .
TOTAL LENGTH OF LATERALS_ = 15' NORTH �� OF C�IJEEsvSSu �f z _ "� f
PT j1 STABILIZED PERGOLA ION RAIE 1:25 MPI BU! D1 �� � 4 _
PT #2 STABILIZED PERCOLATION RATE 1:10 MPI _
.,- W Q O e`er ' r, �, ,..
• PER NYSbOH APP. 75-A(FEB 3, 2010); A 25% DEDUCTION IN O_
PROJECT LOCATION PLAN
TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS i s ► e�4•asi—o• o o t e•t�o o e 0�•• amass•• o a t�0 s®si a tem o 6 t®'6 o e�0 tr cam O W,ui z u- - -
wTH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN PROPERTY LINE AND FENCE L, co U U
SIDEWALLS. TABLE 6C OF NYSDOH 'GREEN" HAND80bk. NOT TO SCALE
LOCATE UTILITY LINE 10' MIN. Cr o
a o
z = o It is a violation of NYS education law for any person,
y W CD unless he is acting under the direction of a licensed
O
6 DUE TO SITE CONSTRAINTS, INDIVIDU � o o Professional dngine6r, .to alter any itefn in any way.
_ Q
_ ENT A
RE
TREATMENT TANKS.AND SEPTIC � o
LOT--= .47 .-_..
ARE PROPOSED FOR EACH LOT#47 = u_�-uj
- - _-_ ,-._- - .-- -- ---
� ,... ._. _ AND"-#49--- -. _T,:- �---_-- - - - �----_ - -- - ' LO`f INf:ZSRI�ARTI'ON;..
LOT #4�
5 LATERALS AT 25' EACH. 2 TAX MAP : 308.14-1 -52
ADS RANCOR ARC 24 CHAMBERS. '�'.� TO QEz . QUEENSBURY
SEE DETAILS. O Z
C)z
o z LOT SIZE:. 48.9 ACRES
zo J U]0W FILE COPY
(l10W wm0 <
w M o P #2 BOX SOLID 4"0 SCH40 AT
APPROVAL- STAMP / NOTES
B /-� PER FOOT, TYP. INSTALLER TO LOCATE ALL UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTION.
EXISTING 1000 GALLON CONC ETE
TANK WITH NEW FILTER.SEE DETAILS. NEW 1000 GALLON CONCRETE
— TANK WITH rILTER.SEE DET S. - - _._..._.. ..._ .. .__...
5 LATERALS AT 25' EACH. APPROVED
ADS HANCOR ARC 24 CHAMBERS. _';_;,;'�N 0� Q �
SEE DETAILS. For Sewage Disposal
I .
T s ' I DIN I"+� %" ;�; ." W ' �` ` - NEW YORK STATE DEPARTMENT OF HEALTH
L1 : 2
O �e Revia `AV _ �T_ , P.E.
308.14-1-52 SEP-000371-2017 w
,
Forest Park MCH LLC TP L5 0�: -:
Date
47 & 49 Briwood Circle
Residential Septic Alteration ,- ,
ACTUAL SEPTIC C MPONENT LAYOUT -
MAY VARY DUE TO BURIED UTILITIES.
PARKING 10' MIN.
LOCATE WATER LINE AND PARKING SEPTIC RPLACEM:ENT DESIGN GRAVE LLESS CHAMBER
MAINTAIN 10' HORIZONTAL PROJECT:. FOREST PARK - BRIW OD IRCLE
SEPARATION TO SEPTIC, TYP. — 7 & #49
LOT #4
183 PITCHER ROAD, QUEENsBURY, NY (TOWN OF QUEENSBURY)
BRIa\�+/�„ .00D CIRCLE DRAWING TITLE:_
V y0F R'p RK ENGINEERING, PLLC SITE PLAN
DIM
AS-BUILT`TIE-1N DIMENSIONS T) MRUGGLESRD.,SARATOGASPRINGS,NY
A r l� 518.581.3893 FILE NAME SITE
B C D
SEPTIC SITE PLAN h a t� w SCALE 1' = 20'-0'
NO. SUBMITTAL / REVISION APP'D. DATE DATE MAY 2017
o D—BOX PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS A ISSUED FOR REVIEW/APPROVAL RKR s/a/n REVISION A
a L1 BEGINAND AS PURPORTED BY PROPERTY MANAGER. U' x"`5 s
L1 END THIS DRAWING DOES NOT REPRESENT A ND SURVEY AND MUST SOA 'HF�T
LA �7950h ti
o OF
NOT BE CONSTRUED AS SUCH. �� �Q' C-001
L5 BEGIN _ F SSI° 2
00
a L5 END. _
MOUND TOPSOIL FOR SETTLING. PROJEGT NOTEs:
SEE PLAN FOR NUMBER SEED AND COVER WITH STRAW1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 757A.
.
OF LATERAL LINES 6' - 6°1 DUE TO GRADE CHANGE SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS -
TYP• MIN. BURIAL DEPTH WILL VARY. INDIV1bUAL HOUSEHOLD SYSTEMS"8c "NYSDOH - (GREEN) DESIGN
INSTALL LATERAL END VENTS HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO
IF TOP OF CHAMBER >3' DEEP. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
GRAVELLESS NATIVE
CHAMBER EARTH -- - 2, INFORMATION ON THESE DRAWINGS IS FOR SEP
SYSTEM DESIGN
BACKFILL ILL- PURPOSES ONLY. FULL TiME INSPECTIONS NOT PERFORMED.
1- = /N
11- 11- J I1=1I I-I I I 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND
— I I � - _1 r
iT IMT ,JI 1111 11J' 1� I�J1-1— J-�2 CHAMBER 'I—II �� I r IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
LI I r aT II 1- IL 111
HEIGHT REQUIREMENTS.
z PROPOSED GRADE, SLOPE TO
DRAIN. SEED AND MULCH. 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFELY
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.
j�� GROUND WATER, _BEDROCK OR 5, HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD.
ONE CHAMBER / ` / / NO VEHICLES ALLOWED ON TREATMENT FIELD.
LONGITUDINAL SECTION IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
PER NYSDOH APP. .75=A FEB 3, 2010; A 25%
REDUCTION IN TRENCH LENGTH IS ALLOWED W17H USE OF e� 7. TREATMENT HELD SHALL BE GRADED TO SHED RAINFALL AND TO
GRAVELLESS CHAMBERS WITH 1.6SF/Fr OF BOTTOM AREA ADS HANCOR ARC 24 CHAMBER MODEL DIVERT SURFACE RUNOFF FROM ADJACENT AREAS;
& VOLUME OF 7�56AL/FT & OPEN SIDEWALLS
Ap_ TR EICH�_M t, T E .
8-. RECOMMENDATION: DOWNSLOPE O2 SHALLOW L TW
ELLS SHOULD_ HAVE
-UV TREAl1i1ENT dR CIiL'ORINAlT75N AND FILTRATION SYSTEM-INSTALLED: -`-
SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY.
4PRECAST
SNK r-T-�- ==- 24•' DIA 9, INSTALL EFFLUENT FILLER IN SEPTIC TANK, (POLY-�°LOK PL-122) WITH
C I I I I I A RISER OR EQUAL.
I �-F,I I
INLET �- II �"�A J - - OUTLET10. GARBAGEGRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
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 PL3-122) It is a violation of NYS education law for any person,
LOCKABLE COVER, TYP unlese he is acting under the direction of a licensed
1-1//2 professional engineer, t8 alter any item in any wdy>
COf(CRETE BAFFLE BACKFILL WITH CLEAN
OR EQUAL BASE I gLNISHED GRADE
REMOVABLE COVER IN 8 ISELIFTS AND TAMPED EFFLUENT FILTER TOP SOIL. SEED & MULCH
r4, ; WATERPROOF SEAL
12IN
vet � t a ,.
POLY RISER
IN INVERT
�7s �t r�ee � '. c ..E
ii �I III.I I SII I I' II ILII i " U 2' ABQ.VE r i.n s`i;it s�'6 �'1 (1,4� }j Sp
INLET I °u INET ( OUTLET NEW YORK S: A` 'DEPARTMENT GE HEALTH
iiVLEr — I I. cauLKEo cAuu<ED Glens Falls nistnCt Officefi r .3�
—� °.. 1p ,.
..
TLET JOINT QuIr J61NT Refer to first sheet for approved date and signature.
+ TEE W/
i l SANITARY SANITARY
EFFLUENT FILTER
Imo! o n l' 2" MIN. TEE 4 uLlc{,EAo
' 3' MIN
12" MIN CLEAN SAND, PEA e L
ATL 11-��iIf 1 GRAVEL OR AGGREGATE
u tiu=i -t r r�TNrYa (3/4" - 1 1/2")
o X63 �6'-o-�d p •.. o �--�•,"��,,�•
IF DESIGNED TO USE EXISTING SEPTIC,TANK, PUMP OUT AND INSPECT
EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER, SYSTEM COMPONENTS SHALL BE SEPTIC REPLACEMENT. DESIGN GRAVELLESS CHAMBER
1. MINIMUM TANK CAPACITY AS FOLLOWS: MAINTAINED. TANKS SHALL BE PUMPED
1. PIPE JOINTS TO BE SEALED LIQUID !IGHT. OUT AND INSPECTED EVERY 2 YEARS FOREST P BRIWO D CIRCLE
- FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH OR LESS FOR OPTIMAL PERFORMANCE; PRO,ECT•.
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. F_FFLUENTFILTER (IF INSTALLED) SHALL LOTS #47 & #49
OUTLET PIPES. SURFACE•AREA: B E 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 SOR21, LIQUID SURFACE AREA. FAILURE 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 250I.
GALLONS TO TANK SIZE FOR EACH.
4, THE SLOPE OF OUTLET PIPES BETWEEN THE DRAWING,TITLE:
DISTRSHO IBUTION 19E SLOPED bISTRIBUTI1/32 LAPET FOOT 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT'JOINTS, SOF W RKEN.GINEERING, DETAILS
LEASTMIN. SLOPE 1/4' PER FOOT. K , PLL
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 SCH. 40 PIPE OR Gj l 518.581.3893 FILE NAME DETAILS
SDR21. LIQUID TIGHT JOINTS. MIN. SLOPE 1/8" PER FOOT. '�� SA
r` 5. USE DOUBLE SIDED STICKING RUBBER BUM FOR W SCALE AS NOTED
DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. ` NO. SUBMITTAL / REVISION APP'D. DATE DAiS MAY 2017
N_I
NEW. CONCRETE FOR LOT .47 PROVIDE f (� a ISSUED FOR REVIEW/APPROVAL RKft s/s/n REVISION A
DISTRIOUTION BOX NEW 100 GAL CONCRETE SEPTIC TANK �d SHEET
�a00
a SCALE NONE SCALE: NONE PUMP OUT & INSPECT A�CFESSIO��~ C-100 2 OF
USE EXISTING 10.00 GAL TANK AT LOT :49 2
DESIGN INFORMATION -� f SOILS I _............ -_ GENERAL NOTES:
� . SITE INFORMATION:t ` INFORMATION: I 1. SEE NOTE SHEET. CALL ENGINEER TO
CLARIFY ANY DESIGN LAYOUT DETAILS
DESIGN FLOW DESIGN PERE. i REQ'D LENGTH DF PT — PERCOLATION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL,
BEDRMS_ GAL./DAY BAS 1 LATERAL i
3 330 GAL./DAY 1-5 MPI 13 DTP = DEEP TEST PIT s >
INDUSTRIES AND NYSDOH DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT
ON 05-08-17 WITH STONE s
8' 03 SCALE DRAWINGS
111 1 TEST PERFORMED ON
PLANtUK Lui:AYIUN.I .. . .., ._...
h X • i
0"-8" DARK SANDY TOPSOIL.ROOTS NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3,ALL PERMITTING/VARIANCES TO BE l y1"� i'
PROPOSED INSTALLATION F0 OBTAINED BY CONTRACTOR R tn)s
8"-24" REDDISH BROWN SAND. OF TREATMENT AREA. r r
R EACH HOME: 24"-81" GRAY/TAN COURSE SAND = PROPERTY OWNER. 1'
TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED
TOTAL NUMBER OF LATERALS = 5
LENGTH OF EACH LATERAL = 25'-0"
rMOO=WCAIM
•:.' ",4
TOTAL LENGTH OF LATERALS = 125' RCNORTH
- '..-
- �l TABILIZED PEOLATION RATE: 1:25 MPI
PT #2 STABILIZED PERCOLATION RATE: 1:10 MPI
WITH 16SF/FT OF BOTTOM AREA & VOLUME OF 75GAL/FT &AVELLESS BOPEN- �11i + u4 IIPROPERTY®LINE AND FENCE ®� ®. ®® v® PROJECT REDUCTIONTRENCH LENGTH IS ALLOWED WITH USE OF
LOCATION PLAN
SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. LOCATE UTILITY LINE
10 MIN.
, NOT TO SCALE
DUE TO SITE CONSTRAINTS, INDIVIDUAL It is a Violation of NYS education law for any person,
e / unless he is acting under the direction of a licensed
Ll TANKS AND SEPTIC TREATMENT AREAS professional engineer, to alter any item in any way.
ARE PROPOSED FOR EACH LOT#47
LOT #49 L5 AND #49
5 LATERALS AT 25' EACH. 25 LOTINFORMATIoN'
ADS HANCOR ARC 24 CHAMBERS.
SEE DETAILS. ��� z®� TAX MAP #: 308.14-1'-52
Z07i z0-1 TOWN 'OF QUEENSBURY
I=W_j In0W
(npW XLj3.
XW�i -Box wm� 48.9 ACRES
LOT SIZE
w m® SOLID 4"0 SCH40 AT -
P #2 APpRov a�,,
0 PER FOOT, TYP. STAMP / NOTES
EXISTING 1000 GALLON CONI E� TE INSTALLER TO LOCATE ALL UNDERGROUND
TANK WITH NEW FILTER.SEE DETAILS. D—BOX C NEW 1000 GALLON CONCRETE UTILITIES PRIOR TO CONSTRUCTION.
1 1 TANK WITH FILTER.SEE DETAILS.
5 LATERALS AT 25' EACH, LOT #47 _
ADS HANCOR ARC 24 CHAMBERS.
SEE DETAILS. (�
F T#I IJ l,�!
25'
DEC 2 0 2017
LOT 47 CTP#1 L1
.. •...,AS—BUILT TIE—IN DIMENSIONS
ENSIO C®(FT)....
TOWN C7i~QUEENSBURY
D BUILUI�!(3 c CODES
T. ACTUAL SEPTIC COMPONENT LAYOUT
MAY VARY DUE TO BURIED UTILITIES.
D—BOX 26.5 48.5 PARKING 10' MIN. PARKING
L1 BEGIN 24.5 48
L1 END 12 72.5 -- __-
3 SEPTIC
FORESZAcPARK DESIGN
BRTWOODL CIRCLE
ESS CHAMBER
L5 BEGIN 41.5 58 ———--—_______ PRo,1ECT:
D 5 79 — _ -----------------
- LOT #47 & #49
RI V V/��O O CIRCLE 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
LOT 49 ..•.. •.•(FT)
DRAWING TITLE,
,... EVtBNEEiING' P� � C SITEPLAAS—BUILT TIE—IN DIMENSIONS K
A B C D
225 RUGGLES RD.,SARATOGA SPRINGS,NY. E„I„ ®„ S TE„
- - SEPTICi ' ~ 518.581 3893 FILESC „
n �1 PLAN 1 JAI Z ALE I 1” = 20'—Q"
w PL INFORM IO PROPERTY FROM MANAGER.
COUNTY GIS f E i 0. t
NO,
ISSUEDFORTREVIEW/APPROVAL RKR �8/E DATE I MAY 2017
D—BOX 46.5 38.5 / l
AND AS
L1 BEGIN 51.5 42.5 OT PLAN FORMATION OBTAINED
U _ L1 END 73 32,5 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST = tai �� 17 N I ... ••
� � - ��9 S®�` 1, 1 _ RECORD DRAWING _RKR a/31/n = REVISION 1 SHEET �
00
L5 BEGIN 41.5 28 NOT BE CONSTRUED AS SUCH. �A� P
� a—
END,, 57 9 °�Ess1Q� — of
..w..�,-.—..�.�..�,�..._W-.Y. � � C 001 1
• 2
q
MOUND TOPSOIL FOR SETTLING. PROJECT NOTES:
SEE PLAN FOR NUMBER SEED AND COVER WITH STRAW. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A.
OF LATERAL LINES g' g" DUE TO GRADE CHANGE SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS -
TYP. MIN. BURIAL DEPTH WILL VARY. INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN I
INSTALL LATERAL END VENTS HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO
GRAVELLESS �, NATIVE
IF TOP OF CHAMBER >3' DEEP. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
CHAMBER EARTH � _ 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN
BACKFILL III- PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. ;
I—III- I—III-
-III_ III- -III—I I I I I-1 _
— I—I — — —11=1 — — — —_— I » — 1=1 1 I =_I 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND
(=III=III=11' L=1 I=1 IJ I' =1 I H I1=III=1I-III =III-12 CH AM BER =I i(=1 - _— 1=III IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
HEIGHT —I i I-1
REQUIREMENTS.
? PROPOSED GRADE, SLOPE TO
:2 DRAIN. SEED AND MULCH. 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY
S' REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE
DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER.
_ EXCAVATION, I _ GDEBRIS RAKE FLOOR & WALLS.
- �— ,. � i ROUND WATER, BEDROCK OR 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD.
ONE CHAMBER
. ,�/ %`/ ,/ /%% �� NO VEHICLES ALLOWED ON TREATMENT FIELD.
LONGITUDINAL SECTION IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
PER NYSDOH APP. 75-A(FEB 3, 2010); A 25%
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 HANCOR ARC 24 CHAMBER MODEL DIVERT SURFACE RUNOFF FROM ADJACENT AREAS,
& VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. GRALLESS CHAMBER TRENCH TREA ENT SEI✓ 11®N
8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE
.... .,,,...W...._ , .......e_ ,._,._....,..,W...._.._.� UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED.
SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY.
4PRECAST
TNK r-r�---------- I I /�24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH
C I I I I I / A RISER OR EQUAL.
INLET III ry/ 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.
W............ ...... ..
INLETOUTLET FIRURDESEE NOTES. q APPROVAL STAMP / NOTES
INSTALL RISER EFFLUENT FILTER (POLYLOK PL— 122) It is a violation of NYS education low for any person,
LOCKABLE COVER, TYPunless he is acting under the direction of a licensed
1-1 2" professional engineer, to alter any item in any way.
CONCRETE BAFFLE BACKFILL WITH CLEAN -FINISHED GRADE
OR EQUAL REMOVABLE COVER ON-SITE MF01 DL TAMPED -Fl _
IN 8 INCH LIFTS EFFLUENT FILTER—� / IOP SOIL, SEED & MULCH
COVER I WATERPROOF SEAL
'Y/%" %\\/: x 12" MIN 1
POLY RISER
r. r <` `:.• INLET INVERT
III j l I N v INLET. ) t ' OUTLET INVERT OUTLET
CAULKED--/ / JOINTED
INLET
OUTLET JOINT ` - 111���
SANITARY o o LES SANITARY TEE W/ _
-IIIA 2" MIN. TEE I uLKHEAD a EFFLUENT FILTER =
- -
b° t —� 3" MIN
12" MIN. — /
- - CLEAN SAND PEA
_ -
° R AGGREGATE /�/�/��///////���
GRAVEL 0
�IIIj;1�!I--lit-111=Iii=lil-lir=lir11=u1-IL (3/4" - 1 1/2") - -
,- _ ,.. ._ - ,. _ -
IF DESIGNED TO USE EXISTING SEPTIC TANK, PUMP OUT AND INSPECT
1
EXISTINGTANK.
7ANKROVIDE CAPACI IAS FOLLOWS:REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE
` OUTAAINEND D. TANKS
INSPECTED EVERY BE2PUMPED
YEARS 11 "'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 OR LESS FOR OPTIMAL PERFORMANCE; FOREST PAIL I RK BRIWOOD CIRCLE
27 S.F. SURFACE AREA. }�}}} �7 p �-} (�
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 t7� 1 (x TT�J
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 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 '
-.111111111111111h M AV TITLE.
DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2, BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, ®F NE \,�j
K 7 � 225 RUGGLES RD.,SARATOGA SPRINGS,NY
SHOULD BE SLOPED AT LEAST 1/32" PER FOOT DETAILS
AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 Q, _ LS
WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR C•j Q' l 518.581.3893
MIN. SLOPE 1/4" PER FOOT. � ENGINEERING, P�L.�
~y�o FILE NAME DETAILS
SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8 PER FOOT.
�� r SCALE AS NOTED
o I 5 DOSEDUSE OUBLE SYSTEMS.ED STICKING RUBBER BUM FOR �y4. SEPTIC TANKTO CONSTRUCTED PER NYSDOH GUIDLINES. r�� ! # � rlo suBMlrrnL / REVlsiorl InP o DATEjVd - DATE � MAY 2017
CJ � NEW CONCRETE FOR LOT#47 PRO YI®E �� E • (5 A ; ISSUED FOR REVIEW/APPROVAL RKR 5/8/17 -
xce�s�oa �y _ - - I -
R SEPTIC TANK S
a o 4 d �, O� _ 1 RECORD DRAWING RKR e/31/tt =
FREVISION
� DIS lBUTION .BOX .. NEW 1®0, . GAL CONC..°.,�.��.......___. ._......... .....a = ,� 9s v SH
EET
iia _ SCALE N „
0 0 -t4 F
- —
_.. PELT �FESSID
NONE PUMP OUT & INS
USE EXISTING 1000 GAL TANK AT LOT, _ -..�...�.�..c goo G ..
2