SEP-000366-2017 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-000366-2017 Date Issued: Thursday, December 21, 2017
This is to certify that work requested to be done as shown by Permit Number SEP-000366-2017
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
5 & 7 Briwood Circle
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the �1
property owner of the responsibility for compliance with Site Plan, V
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
OL Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000366-2017
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 Builders Name/Address Electrical Inspection Agency
Stone Installations
4305 Route 50
Saratoga Springs,NY 12866
Plans&Specifications
Residential Septic Alteration
5&7 Briwood Circle
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 29,2018
(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 ex/g{�rationAdate.)
Dated at the Town of ueensb { / //fhur d ne 29,2017
SIGNED BY: lwM. ,Q for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT APP I INC 1-90 i s'^
742 Bay Road,Queensbury,NY 12804 I
Tn"JQ"nx6ury p:518-761-8256 www.gueensburv.net legwreq:
e r-,It : —' ( 3 V b y��
DD JUN Tax Map ID#: DO r S Z ; Invoice#:�, 9
Project Location: Y Jrr� !� TOWN N
i);,C Ufi�tt(sftiiiye? Yes No
Primary Owner(s) a��s _ jL kAC LAG
Mailing Address f Le- PCJ nOGc. Sbv/ Z
Phone & Email 19--7 _ 77 -&Atis c i� 1-0
P42 r.
Installer/Builder
c roti 1 % �-.
Mailing Address zy c O c� nc n 2
Phone & Email _ 237- O 7 r+,
Engineer N
Mailing Address Zz.1 �5 c/-
Phone & Email 0
Contact Person for Building&Code Compliance: fil1c, ' G n h o r Phone: 7776
RESIDENCE INFORMATION:
Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No
1980 or older Installed? (circle one)
1981-1991 Spa or Hot Tub Yes o
Installed? (circle one)
1992-Present hp 1/6
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: per minute per inch (test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION:
Tank size _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 regula 'ons and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage
Disposal Ordinance. l r
PRINT NAME: DATE:
SIGNATURE: DATE:
Town of Queensbu Building&Code Enforcement Revised February 2017`—"
GENERAL NOTES: - {
DESIGN INFORMATION SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGI I� 'k
DESIGN FLOW DESIGN PERG. RE 'D LENGTH OF PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL CLARIFY ANY DESIGN LAYOUTI
GAL./DAY RATE. LA7E@AlS DTP = DEEP TEST PIT
TEST'PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. DWELUNG SUPPUED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO 0 JU
6 660 GAL/DAY 1-5 MPI 275'-25i*=206' SCALE DRAWINGS.
PaN
0'-11' DARK SANDY TOPSOILROOTS NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3.ALL PERMITTING/VARIANCES 0 BF10�N 0 �� ENS NJ'
11"-28` REDDISH BROWN SAND. OF TREATMENT AREA. OBTAINED BY CONTRACTOR A' D/OR 1 I 1
PROPOSED INSTALLATION: BUILD N Co
k
28"-71" GRAY COURSE SAND PROPERTY OWNER.
TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED �� Tf„-="'' '� ti•' "�
THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT —! >• � i
TOTAL NUMBER OF LATERALS = 4 I PROJECT FOR LOTS #i THRU #19 ON BRIWOOD CIRCLE. THE
EXISTING FAILED SEPTIC SYSTEM COMBINES THESE 9 LOTS INTO
LENGTH OF EACH LATERAL 55'-0" ONE 10'+ DEEP SEPTIC TANK AND PRESUMED DRYW'ELLS
(UNKNOWN LOCATION).
TOTAL LENGTH OF LATERALS = 220' PT STABILIZED PERCOLATION RATE 1:05 MPI N 0 R TH U, N �'_ r ` { d}
PT V2 STABILIZED PERCOLATION RATE: 1:10 MPI e I Z O=< , 6-
0
i _. - ✓ ��
* PER NYSDOH APP. 75-A(FES 3, 2010); A 25% REDUCTION IN o y v m F- o
Cn
TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS o PROJECT LOCATION PLAN
WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN i m o m
SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. 0n Z Cr7
PROPERTY LINE --_� o0 u, �n m rn NOT TO SCALE
Z u' � -°-i
W I; APPROXIMATE LOCATION OF POWER LINE - C 1 c G
--- a I N r It is a violation of NYS education law for any person,
m unless he is acting under the direction of a licensed
EXISTING DEEP SEPTIC TANK SERVICING LOTS professional engineer, to alter any item to any way.
x =?MRr" b
1-9 TO BE PUMPED, COMPACTED AND FILLED o v �' r
----, I IN PLACE, NO VOIDS TO REMAIN. - -a ® - --- - =m` y- -
C _
PARKING �^ "' r LOT INFORMATION:,
O I-- --- C J q t y u' m
m ; m z m TAX MAP #: 308.14-1 -52
EXISTING 3 Z
-4 - TOWN OF . QUEENSBURY
_ LOT #7 BEDROOM LOT SIZE. 4.8.9 ACRES
DWELLING
APPROVAL STAMP / NOTES
SOLID 4"0 S6H40 Al
PER FOOT, TYP. j ® INSTALLER TO LOCATE ALL UNDERGROUND
((D go ® I O 8
UTILITIES PRIOR TO CONSTRUCTION.
n a 4 LATERALS AT 55' EACH. Ll —A NEW 1000 GALLON CONCRETE
(D ADS RANCOR ARC 24 CHAMBERS. `'- TANK ,WITH FILTER.SEE DETAILS
5 APPROVED
n �. SEE DETAILS. _
LOCATE WATER LINE I { ��' � For Sewage Disposal
(n 0 g� AND 6 : : WYE iLz��!'".i(^74Qx �t• r _ NEV;IYORK STATE DEPARTMENT OFHEALTH
� .
(D 0- 9 MAINTAIN 10 HORIZONTAL - p
C_) SEPARATION TO SEPTIC, TYP. j B ReV►-b't ed ` y: ��''
�� E.
-s 4 I - I- P
D I 10'MIN. 14 D—BOX O �o/P7
Date
06 _ PARKING NEW 1000 GALIN CONCR TE'
® ------ ---- -' TANK WITH FILTER.SEE DETAILS.
EXISTING
0 ® I LOT #5 BEDROOM 3 O
DWELLING o ,, SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER
� I o
® � I '. PROJECT:
FOREST PARK - BRIWOOD CIRCLE
0 ACTUAL SEPTIC COMPONENT LAYOUT o LOTS #5 & #7
MAY VARY DUE TO BURIED UTILITIES. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
® I DRAWING 11TLE:
AS-BUILT TIE-IN DIMENSIONS FT ���F. RW:-Msomramoma, P 1LLC SITE PLAN
225 RUGGLES RD.,SARATOGA SPRINGS,NY
A B C D c� �+ l I--
518.581.3893 FILE NAME SITE
SEPTIC SITE PLAN SCALE 1" = 20'-0"
D—BOX NO. SUBIAITTAL / REVISION APP'D. DATE DATE MAY 2017
(N L1 BEGIN PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS '" A ISSUED FOR REVIEW/APPROVAL RKR 5/8/i�
L1 ENDF AND AS PURPORTED BY PROPERTY MANAGER. U'� 51 �� REVISION A
o THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST 0 7g 5� y SHEET
E4EGININOT BE CONSTRUED AS SUCH. �ND OPESSIO� C-001 1 2DF
PROJECT NOTES:
MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A.
SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS -
6' •� SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN
6 BURIAL DEPTH WILL VARY AND HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES, NO
TYP. MIN. EXCEED 24". INSTALL LATERAL ABSORPTION
TRENCHES = 6' O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
GRAVELLESS NATIVE END VENT >3' DEEP.
2: INFORMAl10N ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN
CHAMBER EARTH I PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED.
BACKFILL ill-
f5m.11
3. CONSTRUCTION SHALL BE A5 SHOtYiV ON THESE DRAWINGS AND
1. I ql I I—I
IMI-1I1�� 11=112" CHAMBER '��I II�IIi - i 1=I� IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
=111 L„ 1=11111-IIIA I- ''_� al'— 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 REQUIRE=MENTS ARE
DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF 111E OWNER.
EXCAVATION. _ __ DEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD,
i i /j /j j NO VEHICLES ALLOWED ON TREATMENT FIELD.
Z. GROUND WATER, BEDROCK OR
IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
PER NYSDOH APP. 75-A FEB 3, 2010); A 255;
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/Fr OF BOTTOM AREA ADS RANCOR ARC 24 CHAMBER MODE DIVERT SURFACE RUNOFF FROM ADJACENT AREAS.
& VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. GRAVELLESS-.CH
RAVELLESS_.0AMBER-- TRENCH RATMENT._SEGn-Op
- -- 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
SNK r T7 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH
C I I I I I A RISER OR EQUAL
1 '4'I I
INLET II �f OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL
L_L1_________ iCAUSE FAILURE OF SEPTIC SYSTEM.
INLETOUTLET PROVIDE EFFLUENT
FILTE R. 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" professional engineer, to alter any item in any way.
CONCRETE BAFFLE BACKFILL WITH CLEAN
OR EQUAL BAFFLE IN 8 INCH LIF S ANDL TAMPED NISHED GRADE
EFFLUENT FILTET2OP SOIL SEED & MULCH
REMOVABLE COVER
WA PROOF SEAL
x 12�MIIN =
% %��%� � � POLY RISER
/ ���/;% INLET INVERT
2" AE NEW YORK STATE DEPARTMENT OF HEALTH
INLET —� OUTLET Irlv�Rr i OUTLET Glens Falls District Office
III illi III,I�: II li. I I
INLET li, CAULKED m CAULKED
JOINT g o WIJOINT Refer to first sheet for approved date and signature.
OUTLETSANITARY TEE W/
I l
SANITARY— c a �UU,1IV'D_ EFFLUE NT FILTER
2" MIN.
12" MIN. � ?�`` .;�o3" MIN
L T ° �
MAN
SAND, PEA
1rireTin m- n ,i�iE GRAVEL OR AGGREGATE
rw (3/4" - 1 1/2")
IF DE66NF_D TO USE EXISTING SEPTIC TANK, PUMP OUT AND INSPECT
EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE
MAINTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER
1. MINIMUM TANK CAPACITY AS FOLLOWS: OUT AND INSPECTED EVERY 2 YEARSFOREST PARK BRIWOOD CIRCLE
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; PROJECT.
27 S.F. SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHALL
2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F.
OUTLET PIPES. SURFACE AREA B E CHECKED AND CLEANED LOTS #5 & #7
- 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 NERr
SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4' PER FOOT. K . yO RW[mmmiEamumrs, PLLC DETAILS
AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 225 RUGGLES RD.,SARATOGA SPRINGS,NY
WITH LIQUID 11GHT JOINTS. 3. SEPTIC TANK TO D-80X OR PUMP TANK: 4" PVC SCH. 40 PIPE OR Gj Q' 518.581.3893 FILE NAME DETAILS
SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT.
5. USE DOUBLE SIDED STICKING RUBBER BUM FOR SCALE AS NOTED
DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. No. SUBMITTAL / REVISION APP'D. DATE
N_I DATE MAY 2017
( NEW CONCRETE FOR EACH MOBILE HOME UNIT PROVIDEA ISSUED FOR REVIEW/APPROVAL RKR 5�8�» REVISION A
W DISTRIBUTION BOX NEW 1000 GAL CONCRETE SEPTIC TANK ��d6 07950\ ti$� SKEET
o Of SCALE: NONE SCALE: NONE ��FBSSIo1P C-100 2 OF
a a
2
..,.,. _W.. „v,.....,.. . . . .. ..�._._.......�w._,.�� ..W.w_._..w__..�.......,...._ ... GENERAL NOTES:
DESIGN INFORMATION SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER To
DESI N FERC. LAIEBBLH OF PT PERCOLA,. ...T
DESIGN FLOW TION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. CLARIFY ANY DESIGN LAYOUT DETAILS,
GAL-/DAY DTP DEEP TEST PIT
TEST PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. WELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT \ °
/ Y 1-5 MPI 275'-25%*=206' SCALE DRAWINGS "
D
v
... .,.,,. ..,AL DA..,..,.< s............ .._, .�,._ . U If' #1 JSEk'S1"I'E'F�LArY°POk,.LUCA`I'1'(7N..1. .,,., ...,... y' 1 j- -y
6 660 G _' r
TREATMENT AREA. 100 3,ALL PERMITTING/VARIANCES TO BE
PROPOSED INSTALLATION: O-Il"
SAND. OTS NO AC OBTAINED BY CONTRACTOR AND/OR '=.`, x+ r
ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN
OF TRE '
TRENCH SYSTEM WITH ADS HANCOR ARC 24CHAMBERS
28"-71" GRAY COURSE SAND V
BERS PROPERTY OWNER.
NO GROUNDWATER OR MOTTLING NOTED
THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT
TOTAL NUMBER OF LATERALS = 4 PROJECT FOR LOTS #1 THRU #19 ON BRIWOOD CIRCLE. THE
EXISTING FAILED SEPTIC SYSTEM COMBINES THESE 9 LOTS INTO r^
LENGTH OF EACH LATERAL = 55'-0" ONE 10'+ DEEP SEPTIC TANK AND PRESUMED DRYWELLS f
TOTAL LENGTH OF LATERALS = 220' NORTH (UNKNOWN LOCATION).
PT1
� STABILIZED PERCOLATION RATE: 1:05 MPI
STABILIZED PERCOLATION RATE 1 10 MPI
PT p2 ,
* PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IIV ® ; �—
TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS ° PROJECT LOCATION PLAN
1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN
SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. PROPERTY LINE
NOT TO SCALE
ANII
� APPROXIMATE LOCATION OF POWER LINE a
® ® It is a violation of NYS education law for any person,
��"] • unless he is acting under the direction of a licensed
® EXISTING DEEP SEPTIC TANK SERVICING LOTSprofessional engineer, to alter any item in any way.
1-9 TO BE PUMPED, COMPACTED AND FILLED
PARKING IN PLACE, NO VOIDS TO REMAIN,.
_ . .. 1...-
® T LOT INFORMATION:-
M AX MAP #: 308.1452
TOWN OF QUEENSBURY
EXISTING 3
C7 I LOT #7 BEDROOM LOT SIZE: 48.9 ACRES
DWELLING .
•APPROVAL"
STAMP / NOTES
�— PERF 4"0 S6H40 AT >
PER FOOT, TYP.
INSTALLER TO LOCATE ALL UNDERGROUND
M I
0 UTILITIES PRIOR -TO CONSTRUCTION.
4 LATERALS AT 55' EACH. L1 e
ADS HANCOR ARC 24 CHAMBERS. P
A NEW 1000 GALLON CON RETE
55, 'DETAILS.
SEE DETAILS.
= _ , ...... ... : ..ii .' .. " . .. ...:.--•....:.. .. ._::.:," .'. ...:..... TANK ,WITH FILTER.SEE I
LOCATE WATER LINE LAND 6` —WYE _ 9
MAINTAIN 10 HORIZONTAL
4
SEPARATION TO SEPTIC, TYP. B DEC 2 0 2017
d---1 O'IV I N� L4 D—BOX O
70BU!!_D &O���ESRY
PARKING NEW 1000 GALL N CCNCRETE
I LOT 5
EXISTING 3 , TANK WITH FILTER.SEE DETAILS.
# BEDROOM CHAMBER
DWELLING PROJECT.,SEPTIC DESIGN FOREST PARK BRIWOODL ESS
CIRCLE
ACTUAL SEPTIC COMPONENT LAYOUT LOTS #5 & #7
MAY VARY DUE TO BURIED UTILITIES. - 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
n
i DRAWING Tl
. .. _ ., Qt7F NE
AS-BUILT TLE-INDIMENSIONS (FT) �
�ua SITE O" IR K
AB C D 225 RUGGLES RD.,SARATOGA SPRINGS,NY
518581.3893 FILE NAME
,
SITESEPTIC SITE PLANSCALE 1„ = 2
.,.
D
D—BOX 6 5.5 PLOT PLAN # ` P10. SUBMITTAL / REVISION IAPP'Da . DATE
S
o AND AS PURPORTEDBYPROPERTY MANAGER.
COUNTY GIS FYCELs p0. 'A ISSUED FOR REVIEW/APPROVAL RKR ” 5/8/n , DATE MAY 2017
a N
L1 EN 61.5 60.8 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST \ w� t RECORD DRAWING RKR 9/s/n
Q w = L1 BEGIN 9 13.5 �`� ,95
0 REwslo„ . . 1,,HEEr.... ..`
I.- _.... NOT BE CONSTRUED AS SUCH. \��FE\_Sg10 y i
a a BEGIN 13 7 \� F
L
J D
a a L4 E 64 61.3
C-001 1 O
PROJECT NOTES;
MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A.
SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS -
6' _ » SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN
6 BURIAL DEPTH WILL VARY AND HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO
TYP. MIN. EXCEED 24". INSTALL LATERAL ABSORPTION
� GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
END VENT >3' DEEP. TRENCHES = 6 O.C.
GRAVELLESS �—NATIVE e 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN
EARTH Tr
JPURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED.
CHAMBER BACKFILL (- 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND
_I iI.. ;I— — _ �_—III_ IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
-, IT_IIIIII�iJ DCII�IIIIIIII��IT_Illlll�1111=12 CHAMBER III=11- '1-III--1111- ONE CHAMBER REQUIREMENTS.
_ — — HEIGHT z PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION 4, ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY
--r 2' = DRAIN. SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
DO NOT SMEAR SOILS DURING `V INSTALL LEVEL. REMOVE
EXCAVATION. y DEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD.
NO VEHICLES ALLOWED ON TREATMENT FIELD.
77
' 17 —GROUND WATER, BEDROCK OR
IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
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 OF
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.
8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE
GRAVELLESS �H�MEER, TRENCH_ H -TREA ENT
UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED.
_ .. .. . . ...... .. .... ....._. .... . ... .,...,_,.... .. .�
SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY.
24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, POLY-LOK PL-122 WITH
FROM4PRECAST
SEPTIC TANK �-T jT - � I I ( )
C i + i I A RISER OR EQUAL.
INLET II OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
I i i I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL
! I I 11SYSTEM.
L--11---------- i
INLETOUTLET PROVIDE EFFLUENT
FILTER. SEE NOTES.
CAUSE FAILURE,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" professional engineer, to after any item in any way.
CONCRETE BAFFLE BACKFILL WITH CLEAN p ,-FI
OR EQUAL BAFFLE ON-SITE MgjEA%L TAMPED NISHED GRADE
REMOVABLE COVER
IN 8 INCH LI EFFLUENT FILTER / TOP SOIL, SEED & MULCH
`'''WATERPROOF SEAL
COVER-- Fli
x 12" MINi z --POLY RISER
INLET INVERT
0INLET OUT E�INVERT � ' OUTLET
mCAULKED
INLET - OINLKEDz / JOINT00 OUTLET SANITARY TEE WSANITARYo o �� / EFFLUENT FILTER/
. ..' . . . IIID 2" MIN. TEE / I �UUKHEAD = -
Ir / +� —•//, —3" MIN
12" MIN —CLEAN SAND, PEA
r_il_ _III GRAVEL OR AGGREGATE
III=II-I_III_III-I 1=IIIJIIJiI-II�"IL_III
-li!=u!=u!=!!!=!i!=w=u!-n 1Ti=W (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
SEPTIC REPLACEMENT DESIGN_,/ GRAVELLESS CHAMBER
MAINTAINED. TANKS SHALL BE PUMPED jj 7�
1. MINIMUM TANK CAPACITY AS FOLLOWS: FOREST PARK BRI
OUT AND INSPECTED EVERY 2 YEARS PROJECT: — W®®lJ OTR( T �j
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; r, CIRCE
27 S.F. SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHALL
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 LOTS 5 & #7
OUTLET PIPES. SURFACE AREA REGULARLY. OTHERWISE PREMATURE
- FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. FAILURE COULD O C C U R .
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
GALL
NS TO
DISTRIBUTION BOX AND DISTRIBUTION LATERALS
R00T 2• BUILDINGOTO SEPTIC TANK:e PCFOR A SCH. 40 PIPE, LIQUID TIGHT JOINTS, OF j, FILLC_ DETAIL
4. THE SLOPE OF OUTLET PIPES BETWEEN THE �� ® RKENGINEERING9PRA G TITINSHOULD BE SLOPED AT LEAST 1/ MIN. SLOPE 1/4 PER FOOT. K , W S
225 WITH LIQUID TIGHTAND JOINTS.PVC SCH. 40 OR SDR21 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR f`����� ��� 518.581G 893S RD.,SARATOGA SPRINGS,NY FILE NAME DETAILS
r 5. USE DOUBLE SIDED STICKING RUBBER BUM FOR / ti yW1 aPP'o DATESCALE AS NOTED
SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1 8" PER FOOT. z
o DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDLINES. ' fXCE`sVOB rdo. SUBMITTAL REVISION DATE MAY 2017
N.I - i S .,,,�, .. _
NEW MOBILE HOME UNIT PRO\ADE x - _ n ISSUED FOR REVIEW/APPROVAL RKR s/11/n
D STRIC UTIONOX... .. ...u. ... NEW 1000„ GALL CONCRETE C RETE SEPTIC TANK CdA \ ti 1 RECORD DRAWING RKR 9/8/17 VISION ,
00 - 0 R RE...........
a SCALE. NONE SHEET
SCALE. NOMI_ \�F O 2 of
ES5I