SEP-000033-2017 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-000033-2017 Date Issued: Thursday, April 20, 2017
This is to certify that work requested to be done as shown by Permit Number SEP-000033-2017
has been completed.
Tax Map Number: 308.14-1-52
Location: 183 PITCHER RD
Owner: FOREST PARK MHC,LLC
Applicant: Forest Park
This structure may be occupied as a: Septic Alteration
15& 17 Woodland Path By Order of Town Board
TOWN OF QUEENSSBBURYA
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, ppayyj�j!!!!"' VVV
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
+r Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000033-2017
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
Tyne 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
Septic Alteration
15&17 Woodland Path
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,February 8,2018
(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 a pimttiion date.)
Dated at the Town Queen ry; // W ebruary 8,2017
SIGNED BY: (((wwwA __"III��/// /d for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT Office Use Only
DATE 13/�a(y/O Received Cc
TAX MAP IDC E 11
'T I 1 � LTi I j
LOCATION OFINSTALLAT/ON 00di CD 0 7 n/�ppr0 a
APPLICANT62resf- p NOFQUEENSWElf-MAILS)9 `7LIY--777&
PMENT
ADDRESS 6 3 P o cheCd Qn
INSTALLER/BUILDER: W_ f )-W- PHONE/E-MAIL/IX-A4-101p
ADDRESS: 4,3C6 Pit 50 jIDG1c )2ngs
NV I18(do
OWN ER roy'e0 Par V_ M 4 C' I L11 PHONE/E-MAIL \1�
Address s_&d1i o v�
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: W(I AQ I e�drimr\ PHONE �J-7-7
RESIDENCE INFORMATION
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
.1980 or older Garbage grinder installed Y IN
1981-1991 - to no b Spa or Hot Tub installed _Y _V N
1992-Present
PARCEL INFORMATION
Topography ✓ Flat rolling _Steep slope _%slope
Soil Nature _Sand Loam _Clay _Other
Groundwater At what depth?
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: 1-5 per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size a 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 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.
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 bythese and II requirements of the Town of Queensbury Sanitary Sewagn r i_� 1 Ordinance.
Print Name: �MnQPA�AYCf /�/I11lon Date:
Signature: I I II I I Ltt�I'.nhp1� Date:
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
GENERAL NOTES:
DE n
"SIGN El OWN INFO MSA: C, REO'D LENGTH OF- � PT =—PERCOLATION QTES INFORMATION _ TOPOGRAPHY AT ITREAOTM NTT FIELD IS RELATIVELY LEVEL, 1 CLAR CLARIFY ANY QESIGN/LAYOUT DETAILS.
BEDRMS
GAL./DAY RATE L ATERAI S
DTP — DEEP TEST PIT
TEST PERFORMED ON 1 -22-16 WITH STONE INDUSTRIES AND NYSDOH DWEWNG SUPPLIED PATH MUNICIPAL WATER. 2.USE DIMENSfONS GI`EN: DO NOT
6 66P GAL/DAY 1 5 MPI 275'-259* 206' REPRESNTATIVE ON SITI. SCALE DRAWINGS. " d' ' T ^
pit'#r ;. �j tv.: y
0"-10" DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 106' 3.ALL PERMITTING V�rd' �O BE S k i
.n` 11
OF TREATMENT AREA. / 6 cr„": a
10"-22" BROWN/REDISH SAND. Ti OBTAINED RY CONT 2' ' Fr AND/OR
'"PROPOSED INSTALLATION: 22'-72' LIGHT BRQWJN SAND. PROPERTY OWNER.
TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED FEB O
21}
TOTAL NUM ,R OF LATERALS = 4
: , TOWN OF ,, .
LENGTH OF ACH LATERAL — 55'-0' QUEE SI3fJ.E7h�i� j,,.� ��°�,I ,: i >ex+0�c't'rr
COMMUNITY DE E1VII= • i — ..
TOTAL LENGTH OF LATERALS 220 ;t r
LENGTH PT STABWZED PERCOLATION RATE: 1:07 MPI
4 PT#2.,STABIII7_ED PF icoLn110N-RATE t:+05 �I NORTH
PER NYSDOH°APP. 75—A(FEB 3, 2010); A 259 REDUCTION IN` I 'VV t"i tiJ - "'c ���?Y
TRENCH LEN-6TH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS �UILDI�` x ®�±`�, IFP s^EPTIC PLOT PLAN PROJECT LOCATION PLAN
WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN
c}, {
SIDEWALLS TALE 6C OF NYSDOH GREEN" HANDBOOK. R ,�IvC'U`( +:i '."�° _ I HAVE SEEN OR OBSERVED ALL OBJE
t SUCH AS HOUSES, WELLS,TREES, FENCES, E C NOT TO SCAI,:E
Date: � 1 I SHO'ArI ON THIS DOCUMENT.I HAVE PERSONALLY
E _�ES DIAGRAM.
TOWN OF QUEENSBURY I MEASUR� JCE SET FORTH ONTHIS DI-1BUILDING DEPARTMENT eta%�/1(�U o?I7,� is a violation of NYS education law for any person,
Based on our limited examination,COmgql{lance :'�':v,=:TDA Mess ne is acting Under the direction of a ligensbd
with our comments shall not be ,comiled as LST #17 EXISTING 3 professional engineers to atter any item in any Way
indicating the plans and secifications are in BEDROOM
full Compliance with the Kilding Cogs of ,� / DWELLING LOT INFORMATION:
New York Eta#Q, SOLID 4"0 SCH40 AT _ PARKING
PER FOOT, TYP. DECK I TAX MAP ##: 308.14-1 -52
REMOVE PINE TRE,L_ TOWN OF QU:E.ENSBURY
A
o N L1 LTJ .4
SIZE: 8.9 ACRES
TREE —+ PT'
,. C,
MP / NOTES
NEW 1000 GALLON CONC ETE:: (I I T42—
APPROVAL STAMP
TANKS WITH FILTER.SEE WY
DTPA INSTALLER 1`0 LOCATE ALL UNDERGROUND
DETAILS: .( - UTILITIES PRIOR TO CONSTRUCTION.
�_' _ I 4 LATERALS AT 55' EACH.
� NE�1�YOF I< STATE DEPARTMENT OF HEALTH
� .� L4 ADS RANCOR AFC' 24
GLENS FALLS DISTRICT OFFICE
D—BOX CHAMBERS. SEE DETAILS.
DECOMMISSION WELL':
� - NMOVE EXITING POLY TANK_. Dated:
PERNYSDOH REQM'T. These
plans for: �' I
n-
�eP�c, 5ys'�t
LOT #15 EXISTIIJ 3 DECK I are hereby Approved by:
PARKING BEDROOM
PURPORTED DWELUNQ
for the State Commissioner of Health
ELECTRIC LINE.
I LOCATE IN t.('= (VI.1)
FIELD.
` LOCATE WATER LINE AND I ESIG G�f�,�IV LeLL CHAMBER
ACTUAL SEPTIC COMPONENT LAYOUT PROJECT: REPLACEMENT D �
MAY VARY DUE TO BURIED UTILITIES.
MAINTAIN 10 HORIZONTALl J, ., -; , +
SEPARATION TO SEPTIC, TYP. FOREST PARK — �,66'OD,LI;, ''D, ,�,."TH
LOT #15���. �s i.i.
183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSB.URY)
r DRAWING TITLE:
AS—BUILT TIE—IN DIME14SI0'NS (FT) ��owp KENGIIWIERING, PLL = SITE PLAID
A B C D 225 RUGGLES RD.,SARATOGA SPRINGS,NY
SEPTIC SITE., PLAN h 518.581.3893 FlLE NAME I SITE
D—BOX ; GALE I °"
N0.' SUBMITTAL / REVISION APP'D. DATE DATE I JANUARY 2017
PLOT PLAN INFORMATION OBTAINED FROM WARREN 60UNTY GIS +-
L1 BEGIN F (� A ' ISSUED FOR REVIEW/APPROVAL RKR 1/6/17.. -
AND AS PURPORTED BY,RROPERTY MANAGER i $ REVISION I A
a L1 END THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST
X79$0�' 4�
L4 BEGIN NOT BE CONSTRUED AS;SUCH. Py SHEET
p�LSSIo� C-001 1 OF
a a L4 EW } 2
k .
PROJECT NOTES:
MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE 1°ATH 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
N. EXCEED 2� . INSTALL LATERAL GUARANTEEON SYSTEM PERFORMANCE OR LONGEVITY.
NATIVE END VENT >3' DEEP.MITRENCHES = 6' O.C.
GRAVELLESS S �I�- , 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN
CHAMBER EARTH I_ 5 '` PURPOSES ONLY. FULL-TIME INSPECTIONS NOT PERFORMED.
BACKFILL III-
i- I-III= I-III- 1�J1 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND
_ "�� IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
I-1 11=1 11=11I' 11-�-1 I H I 1=1 11=1 11=l 2» CHAMBER r—11=1 I'- - -
' I
-III�II II=I III=III=111J I- 'SII- 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 �(J ((nT r� NSIBILITY OF THE OWNER.
EXCAVATION. _ DEBRIS, RAKE FLOOR & WALLS. D E a LJIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD.
7 N1 C_tS ALLOWED ON TREATMENT FIELD.
GROUND WATER, BEDROCK OR FEB C 7 20R
IMPERMEABLE STRATA 51 D TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% 7. "REATME 1T FIELD SHALL BE GRADED TO SHED RAINFALL AND TO
REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF TOWN OF QUEENSB T 1,JRFACE RUNOFF FROM ADJACENT AREAS.
GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA _ A ._H C®R ARC 24 CHAMBER MODEL COMMUNI?Y DD/EIOP
& VOLUME OP 7.5GAL/F7 & OPEN SIDEWALLS.
GRAVELLESS CHAMBER
�aop�2�i'MBER TRENCH TREATMENT SECTION b. r1190 7 NDATION: DOWNSLOPE OR $HALLOW WELLS SHOULD HAVE
R�VE - UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED.
SCAT E: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY.
r ,
4PRECAST
C TANK r T'f I I 24" DIA 9. INSTAIL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH
C I i I A RISER OR EQUAL
INLET II � , OUTLE r10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL
CAUSE FAILURE OF SEPTIC SYSTEM,
L—L1----------INLETOUTLET PROVIDE EFFLUENTFILTER: SEE NOTES. APPROVAL STAMP / NOTES
INSTALL RISER & EFFLUX NT FILTER (POLYLOK PL,122) It ;s a violation of NYS education law for any person,
1-1/2" LOCKABLE COVER, TYP unless he is acting under the direction of a licensed
CONNCRETE BAFFLE BACKFILL WITH CLEAN professional engineer, to alter any item in any way.
OR EQUAL BAFFLE ON-SITE MA IAL PLACED NI SOI GRADE
REMOVABLE COVER IN 8 INCH U 1�5 AND TAMP�11 EFFLUENT FILTEROP SOIL, SEED & MULCH
COVER—� � WATERPROOF SEAL
X 12" MIN i i i i i i " "'T-1 z
x i *5 , POLY RISER
INLET INVERT am eu j. p ue Is a eP p anoadde ao}}aays}sn}of Ja}wL.
" ABOVE
S INLET ) OUTLET INVERT
t OUTLET aal}}O J3uas10 spe3 sua10
INLET l a. CAULKED
---/ t `° 7,---62j ��CAULKED H17IV3H d01N3W1HV*d30 31VIS NE10A AA3N
OU IEEE JOINT aUIC JOINT
SANITARY c o SANITARY TEE W/
LEVEL
_ ���ggg -� EFFLUENT FILTER
2" MIN. TEE a 3 ULKHEAD /- 3" MIN
12" MIN,L80 s8o�ooOB° "oY /
--' `�°°°^`="'cam CLEAN SAND, PEA
I
GRAVEL OR AGGREGATEa//�cw d1
,(3/4" - 1 1/2")0IF DESIGNcDTOTUSE EXISTING SEPTIC TAkQPUMP OUT
A,N
D 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 ORTAND L SS FORPECTED EVERY 2 YEARS OPIIMAL PERFORMANCE; _ FOREST PARK WOODLAND PATH
27 S. F. SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHALL
OUTLET PIPES. SURFACE AREA
2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F, BE CHECKED AND CLEANED REGULARLY. OTHERWISE PREMATURE }� Q }} �]
LOT 17 C tt 1
- FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. FAILURE COULD OCCUR .
3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. 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 _
GALLONS TO TANK SIZE FOR EACH.
4. THE SLOPE OF OUTLET PIPES BETWEEN THE - rDRAWING T11LE:
DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: a PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, OF NEA&MEMIsiumnaROMG9W
SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. �' g yO P LL,C = 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 SCH. 40 PIPE OR Q' 1� 518.581.3893 FILE NAME DETAILS
SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. C�
n 5. USE DOUBLE SIDED STICKING RUBBER BUM FOR W SCALE AS NOTED
o DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. J No, SUBMITTAL / REVISION APP'D. DATE
= DATE JANUARY 2017
NEW CONCRETE ' FOR EACH MOBILE HOME, PROVIDE A ISSUED FOR REVIEW/APPROVAL RKR 1/6/11. REVISION A
NEW 1000 _..
C) W DISTRIBUTION SOX OAL CONCRE SEPTIC TANK �d �$
F � ..._..� A 9 S� ti SHEET
o SCALE: NONE SCALE: NONE �QESSIo�A2 of
C-100
2
bvr
IM ENGINEERING, PLLC
. Civil Engineering . Structural Design . Structurallnspectlon
RECORD PLAN DRAWING SUBMISSION
FOR
SEPTIC SYSTEM REPLACEMENT
Date: March 24, 2017
To. Town of Queensbury
Charles Dyer
Building Department
742 Bay Road
Queensbury,NY 12804
Re: Forest Park- Mobile Home Park
Queensbury,NY 12804
To Whom It May Concern:
Find enclosed a septic system record drawing (11 x 17) depicting the replacement septic
system as it was constructed at the below noted address.
Replaced Septic Systems at:
Forest Park MHP
Woodland Path# 15 .
Please let me know if you have any questions. tTOVVN
2DIf you have anyquestions please call. ENSBIJRYSincerely, CODES
Ryan K. Riper, P.E.
Encl.
225 Ruggles Road
Saratoga Springs,New York 12866
Cell:518,817.0099 Office:518.581.3893
e-mail:Ry"Riper®RKengineering.us
- - GENERAL NOTES:
DESIGN INFORMATION i SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO
DESIGN FLOW DESI PERC. REO'D LENGTH.OF ( PT = PERCOLATION TEST TOPOGRAPHY AT TREATMENT FIFO-D IS RELATIVELY LEVEL. CLARIFY ANY DESIGN/LAYOUT DETAILS.
;I BEDRMS _ G 6dIE LATERALS- t DTP = DEEP TEST PIT
TEST PERFORMED ON 12-X22-16 WITH STONE INDUSTRIES AND NYSDOH DWELLING SUPPLIED WITH MUNJCiPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT
6 660 GAL/DAY 1-5 MPI 275'-25%==206'�I REPRESENTATIVE ON
SITE. SCALE DRAWINGS.uIr *1
0"-10" DARK SANDY TbPSOIL NO ACTIVE NEIGHBORING WEu S NOTED/VISIBLE WITHIN 100' 3.ALL PERMITi1NG/VARIANCES TO BE ,
10"-22' BROWN REDISH SAND. OF.TREATMENT AREA. �� j rs�✓ t l { `°a tt,
PROPOSED INSTALLATION: / OBTAINED BY CONTRACTOR AND/OR
22"-72" LIGHT BROWN SAND.
TRENCH SY!§IMM WITH ADS HANCOR ARC~24 CHAMBERS PROPERTY OWNE12.
NO GROUNDWATER OR MOTTLNG NOTED
TOTAL NUMBER OF LATERALS = 4 ` t ' r
LENGTH OF EACH LATERAL = 55'-0"
�
,
TOTAL LNGil, OF LATERALS 12.0' --�
PT #1 STABILIZED PkRCOLATION RATE: 1:07 MPI Y
PT #2 STABILIZED PERCOLATION RATE: 1:05 MPI
NORTH
r
• PER NYSDOH APP. 75-A(FEB 3, 2510); A 25% REDUCTION IN
TRENCH LENGTH IS ALLOWED WITH USE JOF GRAVELLESS CHAMBEN$
WITH 1.6SF/FT .OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN PROJECT LOCATION ,PLAN
SIDEWALLS,..TARLE 6C OF NYSDOH 'GREEN" HANDBOOK.
NOT TO SBAL
it
It is a violation of NYS education law for any person,
unless he is acting under the direction of a licensed
LOT #17 EXISTING 3 I- professional engineer, to alter any item In anyway
BEDROOM
DWELLING Imo'
SOLID. 4"o SCH40 AT PARKING LOT INFORMATION:
PER FOOT, TY :. —
MOVE PINE E
DECK TAX MAP #: Q8.14 1 -
A TOWN OF QUEENSBURY
Ll LOT SIZE: 48.9 ACRES
TREE O .5' 6'
APPROVAL STAMP / {VOTES
NEW 1000 GALLON CONCRETE. WY
TANKS WITH FILTER.SE> :. D" 1 INSTALLER TO LOCATE ALL UNDERGROUND
DETAILS. F,101 UTILITIES PRIOR TO CONSTRUCTION.
4 LATERALS AT 55 EACH. i
L4.. . . ADS RANCOR A C 24
—D-90X CHAMBERS. SEE DETAILS. D
DECOMMISSION WELLS., REMOVE EXITING PQLY TANK.
PER NYSDOH REQM'T. I APR 2 0 2W7 I
DECK. TOWN OF QUEENSBURY,t
LOT #15 EXISTING 3 _ BUILDING&CODES
BEDROOM PARKING
PURPORTED DWELLING
ELECTRIC LINE.
LOCATE INret
FIELD.
LOCATE WATER LINE AND
ACTUAL SEPTIC COMPONENT LAYOUTHORIZONTAL PROJECT: SEPTIC REPLACEMENT DESIGN . GRAVELLESS CHAMBER
MAY VARY DUE TO BURIED UTILITIES. MAINTAIN 10
IC, TYP. OREST - WOODLAND PATH
SEPARATION TO SEPT
LOT #15 & #17
183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
RKLENGIINEERING5
DRAWING TIT;AS—QUILT TIE—IN DIMENSIONST PAIL SITE PLAN
225 RUGGLES RD.;SARATOGA SPRINGS,NY
K .
A B C D SEPTIC SITE'< 'LAN r 518.581.3893 FILE NAME SITE
n hw SCALE 1' x� 20'-O'
D—BOX 9 7 NO. SUBMITTAL / REVISION APP'D. DATE
N z DATE JANUARY 2017
L1 BEGIN 6 13 PLOT PLAN INFORMAThN OBTAINED FROM WARREN COUNTY GIS .,
0 A ISSUED FOR REVIEW/APPROVAL RKR t/s/ri
AND AS PURPORTED BY PROPERTY MANAGER tP� $ REVISION 1
a L1 END 60 63d q, t RECORD DRAWING RKR 2/22/17
o � THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST
t- NOT BE CONSTRUED AS SUCH. A X79 5� ti MEET
L4 BEGIl 20 8 �O�PsioC-001 1 OF
a- a- L4 END:. 63 61 2
PROJEPJ NOTES:
FOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75—A.
. SEE DALH "APPENDIX 75—A, WASTEWATER TREATMENT STANDARDS
SEED AND COVER WITH STRAWDUE TO GRADE CHANGE OF —
6 6" BURIAL DEPTH WILL VARY AND SPACING INDIVIDUAL HOUSEHOLD
USEHOLD SYSTEMS"& "NYSDOH — (GREEN) gESIGN
TYP. ABSORPTION HANDBOOK` FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO
MIN. EXCEED 24". INSTALL LATERAL GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
TRENCHES = 6 O.C.
END VENT >S DEEP.
NATIVE 2. INFORMATION ON THESE DRAWINGS:15 FOR SEPTIC SYSTEM DESIGN
GRAVELLESS PURPOSES ONLY. FULL—TIME INSPECTIONS NOT PERFORMED.
CHAMBER "A" BACKFILL
EARTH
3. CONSTRUCYION SHALL BE AS SHOWN ON THESE DRAWINGS AND
_
IN ACCORDANCE WITH ALL NYSOOH: AND SYSTEM MANUFACTURER'S
I— HI z :SIL—TSI_
I—II-111 1' SII l TI�IHII 11-�2 c-HAMBER -11H1�- ONE CHAMBER REQUIREMENTS.
,I X11- II- HEIGHT LONGITUDINAL SECTION
Z PROPOSED GRADE, SLOPE TO 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY
2' :2 DRAIN. SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER,
DO NOT SMEAR SOILS DURING `"I INSTALL LEVEL. REMOVE
EXCAVATIOQEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT'AWAY FROM THE TREATMENT FIELD.
N.
,, j/ 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% 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO
REDUCTION IN.TRENCH LENGTH IS ALLOWED WITH USE OFn �a ® DIVERT SURFACE RUNOFF FROM ADJACENT AREAS.
GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ACJ&—H NC01 AR-C 24, CHAMBER MODEL
& VOLUME Of 7.5GAL/FT & OPEN SIDE�,WALL$. GRAVELLESS CHAMBER TRENCH TREATMENT. SECTION 8. RECOMMENDATION: DOWNSLOPE Ofd SJIALLOW WELLS SHOULD NAME
UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED.
SCALE: NTS WELLWATER QUALITY SHOULD BE TESTED PERIODICALLY.
24" DIA 9. INSTALL EPFLUENT FILTER IN SEPTIC TANK, (POLY—LOK PL7-:122) WITH
FROM SEPIIO TANK — ---------- i I A RISER,Ofi EQUAL
4" DIA. $OLID PVC
f f INLET II —~ buT1-ET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL
j I 1 CAUSE FAILURE OF SEPTIC SYSTEM.
--------- PROVIDE EFFLUENT
INLf=T_ OUTLET FILTER. SEE 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 altbe—any item in any way.
CONCRETE BAFFLE p� BACK-FILL WITH CLEAEpN �F'NISHED,_GRADE
(R EQUAL BAFFLE IN 8 �NgLIFTS AIND TAMPED _ / IOP SOIL; SEED & MULCH
EFFLUENT FlL71 R /
REMOVABLE COVER ������ - arnvn <riWAT€RPROOF SEAL
COVER � ,� ,�
i/j'/j/i•i/j///i// {`% X 12" MIN z
POLY RISER
INLET INVERT
2" ABOVE
iv U INLET -- ] OUTLET INVERT I OUTL ET
m `� CAULKED
CAULKED
INL.1+T'. JOINT z JOINT
OUTLET o OUI SANITARY TEE W/
SANITARY c c EFFLUENT FILTER
. . ,..a tr 2" MIN. TEE w � 3" MIN
12" MINI °° pOpO —CLEAN SAND, PEA o
GRAVEL OR AGGREGATE o
rr�m m 7111 G L (3/4"
_ tea`�e
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
MAINTAINED. TANKS.SHALL BE PUMPED
1. MINIMUM TANK CAPACITY AS FOLLOWS:. OUT AND INSPECTED EVERY 2 YEARS OPR J�CT FOREST PARK WOODLAND PATH
1 PIPE JOINTS TO BE SEALED LIQUID TIGHT — FOR 3 BEDROOMS OR LESS TANK-SHALL BE 1,000 GALLONS:WISiiFI OR LESS FOR OPTIMAL PERFORMANCE;
27 SF-..SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHALL
2. SPEED iEVEL.ING DEVICES SHALL BE USED ON ALL — 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F, BE CHECKED' ASND CLEANED LOT #15 & #17
OUTLET PIPES. SURFACE AREA REGULARLY. OTHERWISE PREMATURE
— FOR EACH ADDITIONAL BEDROOM)k6250 GALLONS & 7 S.F, FAI LURE C OU LD O C C U R.
3. SEPT]C TANK TO D—BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
TiGHT JOINTS, MIN. SLOPE 1/8q PL=R FOOT. — FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250
GALLONS TO TANK SIZE FOR EACH, DRAWING Tii L
4. THE SLOPE OF OUTLET PIPES BETWEEN THE
DISTIZ15.UTiON BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 4o PIPE, LIQUID TIGHT JOINTS, OF W DETAILS ,
SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. g , LJ ENGINEERING, PLL
AND.'CONSTRUCTED OF 4" PVC•SOH. 40 OR SDR21 Cir 518 R 1.3893 RD.;SARATOGA SPRINGS,NY
3. SEPTIC TANK TO D—BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR Gj �' 51&.561.3893 I IlE NAME ❑ETAIGS
WiTH'1-1QUID TiGHT JOINTS. SDR21, LIQUID TiGHT JOINTS, MIN. SLOPE 1/8" PER FOOT.
5. USE ZOUBLE SIDED STICKING RUBBER BUM FOR a ti SCALE AS NOTED
4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. NO. SUBMITTAL / REVISION PP'D. DATE DATE JANUARY 2017
N I DOSED`SYSTEMS. h, '" A ISSUED FOR REVIEW/APP}YOVAL RKR /s/»
NEW CONCRETE; FOR EACH MOBILE HOME. PROM®E �, , S o Ch I REVISION 1
o w ��S g'plBl I ON BOX NEW 1000 GAL CONCRETE SEPTIC TANK �dA�o 795 w$ I RECORD DRAWING RKR 2/2�/» SHEET
OF
6� I f� V SCALE: NONE . F S10 C-100
08 SCALE: NONE 2
a. a-