BOTH-000172-2015 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
- Community Development-Building&Codes (5 18)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000172-2015 Date Issued: Friday, February 5, 2016
This is to certify that work requested to be done as shown by Permit Number BOTH-000172-2015
has been completed.
Tax Map Number: 308.14-1-52
Location: 183 PITCHER RD
Owner: RHP Properties
Applicant: Stone Installations
This structure may be occupied as a: 1 & 3 Gregwood Circle
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,
Variance,or other issues and conditions as a result of approvals by the Director of Building&Cod nforce ent
Planning Board or Zoning Board of Appeals.
"A TOWN OF QUEENSBURY
"' '' 742 Bay Road,Queensbury,NY 12804-5904 (518)7614201
i
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: BOTH-000172-2015 yP 20 I5---.454 ri
Tax Map No: 308.14-1-52 REVISE D
Permission is hereby granted to: Stone Insallations
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 Address: Septic Disposal $0.00
Total Value $0.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Stone Insallations
4305 Route 50
Saratoga Springs,NY 12866
Plans&Specifications
1&3 Gregwood Circle
PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,October 14,2016
(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 th pira ion da . /
Dated at the To of Quee ;•�'�.y,October 14,2015
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT
Qtice Use Only
DATE
10 b 31(5 Received
Tax Map ID
TAX MAP ID ✓est . It-I " 1 ^ c2. Permit No. liZic..)-ill.
f01 Permit Fee
LOCATION OF INSTALLATION corfS1 to.1 1 tI11 Q �M"c r"l� Approvals:
Loi t + It3 D
APPLICANT S-LnCutS-al1ctG•,1\, ILC- PHONE/E-MAIL 5-11-/D - 3 2015
ADDRESS 930 7 (LAC 5u " r S'J" -1 S , %. (Cb 6 -OCTt. t 1
0 TY
OF
QUEENSBU.
INSTALLER/BUILDER: 5 prC 115LllC,404 j, L-1-.0 PHONE/E-MAIL c1'(-/ ` -juLVILDINQ& CODES
ADDRESS: 9305- Qo tC 7U( Scv-ck'c5eN $d6/ ✓15 , t! /f ; &
OWNER k N G9,-,6)�I �l{ S PHONE/EMAIL Ii- 7L ' 7776
Address 11(3 (► ctil RS) Q\Irf'l Ouv,7 0 `r I zwi-I
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE; 0{ok-1 0 u t C PHONE 5-1 - 232`470
RESIDENCE INFORMATION
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed _Y _N
1981-1991 Spa or Hot Tub installed _Y __N
1992-Present 6 ( ( 0 6 6 0
PARCEL INFORMATION
Topography X Flat rolling Steep slope %slope
Soil Nature X Sand Loam Clay «Other
Groundwater At what depth? PrM t
Bedrock/Impervious Material At what depth? ' (,At.
Domestic Water Supply X. Municipal Well(if well,water supply from any septic system absorption is ft.)
Percolation Test Rate: 4,1,.,c___,per minute per inch(test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank Size C2000 gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field wit 1., 47.r s Total length aaCJ —ft.;Each trench L7 _x cc
Seepage Pit with#3 stone How many: ;size
Alternative System Bed or other type?
Holding Tank System Total required capacity? Tank size #of tanks J
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.
_QECLARATION: 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 byeh,ese nd all requments f the Town of Queensbury Sanitary Sewage Dispo l grdinance.
Print Name: lc+' -r5 Y Icrf/ `4 Date: 10J 13
Signature: ��� Date:
Town of Queensbury Building&Codes Septic Disposal Permit July 2014
FILE COPY
rr fNEW YORK Department
STA'L'E OF
OPPORTUNITY= of ealth
ANDREW M. CUOMO HOWARD A.SUCKER,M.D., SALLY DRESLIN, M.S., R.N.
Governor ' ' ' Executive Deputy Commissioner
Commissioner
September 18, 2015
Ryan Riper, P.E.
RK Engineering, PLLC
225 Ruggles Road
Saratoga Springs, NY 12866
Re: Forest Park Mobile Home Park, Facility#56-6822,
Town of Queensbury. Warren County
Lots 1, 3, 5, 7, 15, 17, 9, 11, Replacement of
Onsite Wastewater Treatment Systems (OWTS)
Mr. Riper:
The New York State Department of Health Glens Falls District Office has received plans to
install OWTSs for eight (8) lots at the Forest Park Mobile Home Park. located in the Town of
Queensbury, Warren County. NY.
Four systems will serve the following lots:
• Lots#15 and #17 Gregwood Circle
• Lots # 9 and #11 Gregwood Circle
• Lots#1 and # 3 Gregwood Circle
• Lots#5 and # 7 Gregwood Circle
Each home will be provided with a 1000-gallon concrete tank except for#17 which will receive a
1250-gallon tank to allow for a one bedroom expansion. Each pair of adjacent homes will share
an absorption field consisting of 4-55' ADS HANCOR ARC 24 Chambers. This configuration will
be replacing a single 1000-gallon septic tank and dry wells.
The plans are approved with the following conditions:
1. THAT the Engineer obtains required Permits from the Town of Queensbury and
Warren County. and,
2. THAT the Engineer certifies in writing that the systems are installed in conformance
with the plans approved this day, Or,
F:\Forest Park Mobile Home Court\Forest Park MHC OWTS Lots 1-17 Replacement Plans Approval.docx
Empire State Plaza,Coming Tower,Albany,NY 122371 health.ny.gov
3. THAT, upon completion, the Engineer submits certification that all systems are
installed in conformance with provided as-built drawings showing approved changes
to the design.
Two sets of stamped plans are being returned to you. and one set is being retained for our
records.
The purpose of the Department of Health review is to verify compliance with the Design
Handbook (2012) and the State Sanitary Code Part 75-A and in no way guarantees proper
system design, installation or operation. If you have any questions or concerns please contact
me at (518) 793-3893.
Sincerely,
541,
Michael E. Hallock, P.E.
Public Health Engineer 2
NYS DOH
Glens Falls District Office
77 Mohican St.
Glens Falls, NY 12801
Cc: Anita Gabalski, NYSDOH GFDO
Town of Queensbury Code Enforcement
Maggie Gannon,
Park Place MHC, LLC
31200 Northwestern Pkwy.
Farmington Hills, MI 48334
F.\Forest Park Mobile Home Court\Forest Park MHC OWTS Lots 1-17 Replacement Plans Approval.docx
Empire State Plaza,Corning Tower.Albany,NY 122371heaith.ny.gov
PLOT DATE: 2015
PROJECT jj.
>
>
x _> 0
0
> )
z C
U)
__4 >
\��
z =-;
0
10
x
0 >
0 >
-T
U)
M -,
00
910U0 000M,9�1�je
x >
0 ril
0
rq 0
r7l
c::
M Ul
MMS
m
>
m K
---i m -
L> m >
F
o)
m
-mn
� 'U
�S
ch
(1
>
p
cn m r—
m
•
\��
'kd C-) 0
m ca
0
10
x
0>
91rq
U)
r
0 rq
<
0
rq 0
c:
m
c::
V
MMS
m
it
5dmz
F
m
00 W m
C)
4
m
(n
0
K
6, cz
w
rl,
0
>
UIX zc:
M
X
0)
(3� ISM
rnZ
0)
rn
-v
o
0
Q
m
M
> X
x
rri
>
c)
m
� M
rq
z
2
>m
z
>
p
cn m r—
m
•
\��
'kd C-) 0
m ca
0
10
x
0>
U)
M
I
0 rq
<
Z
rq 0
c:
m
U)
ri
MMS
m
m0
zm0
5dmz
00
m
m
00 W m
C)
4
F r")
U)
(n
0
K
6, cz
w
rl,
0
>
UIX zc:
M
X
0)
(3� ISM
rnZ
0)
rn
-v
"U
ro
0
Q
m
M
> X
x
rri
>
c)
m
> W,
0:2,
0
"-
K
m
G)
>
z
lu,
baa
rri
(0
>
Y, r
z
C ;u 44:
-< c",
U)
Q
1171,
q
z
C)
o
Fn
>
44- 81
;u
>
m
0
_u
m
U)
fig
>
aW
0
�3
� M
rq
z
2
>m
z
:E
(j)-0
cn m r—
m
•
\��
'kd C-) 0
m ca
0
10
x
0>
U)
M
I
0 rq
<
Z
rq 0
0 cri m
m ;a
m
ri
MMS
m
m0
zm0
5dmz
00
m
m
m
v --A
m
F
F
0 (A
F r")
U)
(n
0
m
g:: cn cn —
m
C) n >
_,>
C) (n rn
;n = cQ
rr, (D m
M
c__
rn cn
m
o w c
(D :;a
C-�
m 0
rn c.
m
<
>mrn o m
Mn1 -lo,
dit
c
0 1=030A
>
41
0
rn
0
oig 0 0 0
9) z U)
8 (n G7C1ju4
rl p
ro
z
'0 >
Z 0 7-M
C)
0;
u
u
rq, ro 0
m
M
0� o
> Ag =],'
I m o 8
m -I i,
r
> v uj
2
M ju
M
rr,
FYI
>- - - - - - - - - - - - - - - - - - -
z z r-,7,-
0 ro
V"
C) - -
z
>
:J-
W r>pi
Z z
0
m
2
--1 M v' >
-n r-
(j)-0
cn m r—
m
•
0
'kd C-) 0
m ca
m
ml > m
U)
I
m
d cn
r)
Mn1 -lo,
dit
c
0 1=030A
>
41
0
rn
0
oig 0 0 0
9) z U)
8 (n G7C1ju4
rl p
ro
z
'0 >
Z 0 7-M
C)
0;
u
u
rq, ro 0
m
M
0� o
> Ag =],'
I m o 8
m -I i,
r
> v uj
2
M ju
M
rr,
FYI
>- - - - - - - - - - - - - - - - - - -
z z r-,7,-
0 ro
V"
C) - -
z
>
:J-
W r>pi
Z z
0
m
m cu
•
0
XPi
>
y.
m
U)
c_
01 t)
COVER
ri
p
CD
Mn1 -lo,
dit
c
0 1=030A
>
41
0
rn
0
oig 0 0 0
9) z U)
8 (n G7C1ju4
rl p
ro
z
'0 >
Z 0 7-M
C)
0;
u
u
rq, ro 0
m
M
0� o
> Ag =],'
I m o 8
m -I i,
r
> v uj
2
M ju
M
rr,
FYI
>- - - - - - - - - - - - - - - - - - -
z z r-,7,-
0 ro
V"
C) - -
z
>
:J-
W r>pi
Z z
0
m
PLOT DATE: 2015
PROJECT P. '-
0 z 00(C,) >Z -1
0 rn M m 0 2
, =01
>
@
0mom Zz
z = 0 7; PiI
(X) C) Ur) 9 -
z 0 0
OH2 Fes, 0 CU
Gi
O;u
z rn R m
<0- 0 �l
WM
cu u
0
-0
x rn i't 2 ;rn,
rD 1; 0 0 Eq
-rIN
ow
i
>
HIM
m cu
fA
0
>
12" MAX
m
U)
c_
01 t)
COVER
ri
p
CD
0
U)
w
rl,
>
UIX zc:
PLOT DATE: 2015
PROJECT P. '-
0 z 00(C,) >Z -1
0 rn M m 0 2
, =01
>
@
0mom Zz
z = 0 7; PiI
(X) C) Ur) 9 -
z 0 0
OH2 Fes, 0 CU
Gi
O;u
z rn R m
<0- 0 �l
WM
cu u
0
-0
x rn i't 2 ;rn,
rD 1; 0 0 Eq
-rIN
ow
i
>
HIM
>
m cu
U)
>
12" MAX
m
U)
c_
01 t)
COVER
ri
p
CD
0
w
rl,
>
UIX zc:
>
U)
m
U)
c_
01 t)
ri
o UI m
CD
>
UIX zc:
rri
>
ro
r1l
z
x m
x0 Z > X C)
0 0 ;u 0 rrl
cf)
rq
0 '0 (z) Z
z
0 > (n > 0 2 __4
c)
0 M 0
m
_0 > -n
0
4t
0
0 rn
Z
< c
m Z > z
>
00 M 0 21
l 0 r
4-t 9 'tl x
> 0
0
rri z 0
(j CD
> 4
rpt
> c 0 0
0 m 0 m
C) 0 M
r
x Mcp 6,
U)
0 c/)
rvl
lu 4
i>
13m
z
cu
z Ile, m
Sam
a
0
pooz
a
m:
muaZ >
r-
0(?i
D z cu U)
:4
3
x rrl U) >:
X
gyw
214
(YI
0 1 ITE
UB N
rrl 0 L, ITTTL
x
C) C)
Wrl N < 0
OP w a > > > LU I I Z'
>
07\ 5! r
K 1
IV
rrl
> >it
0 X
W
0
F
U)
0
>
r- > 0
rrl rrl
ly,
z
z A G) >
F,n a
U) En
U)
W 0 0
3: <
0 > X
LTI _q
3: Z 0
> 0
0
ou U)
M
a) X m
2' MIN. 611 (n
>
11
A
> Z
0
z
0
Gx)
X 0 m z
rq M (f) z
0 W r- rri m w a
> z > x c: c rn ;U 0 0 x m
r -ED 9 > m m —
71 m ;K < r >
I-
rn 0
_rl ;u x ri
z C) X cu > 0 _u xi
> M 0 M v
0 : (A -_�
_r �E C) >X 0
>X jX0 U) Z ITI
—m W -M
rn R*
r- >
0 rrl m >
0
r- Zo -U M
z (n I -q >
rrl
;u >
K
> Z
0
m
�l
zo
>X
r- >
V)
0
z
rri
z >U)
000-0
M U)
Q>
rq
Q
m E”:
10 �
z _rl
91 �4 p p �l Pl p
0 S�l
-q:jM> 70 F A rm -j:u
,=
0 0 x 0
71,
C) 02
0 fn
9 P2 Qx Z
0 F
C a
X
ch > z x 0 m fi rm, r" z 7j
'cu ZO > T_
o
0
0 >
rq v-4 -"-,: 0
> r" 21 U,) 0 0
=1 X
k
52
C, Z X
c
0
'1 2
r- ou
zi rtl
z z 0
0
ril a
rn >
U) Gi
-4
�0UB
rn
GENERAL NOTES:
DESIGN INFORMATION SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO
BEDRMS DESIGN FLOW DESIGN PERC. REQ'D LENGTH OF PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL CLARIFY ANY DESIGN DETAILS.
# GAL.ZDAY BAIL LATERALS DTP = DEEP TEST PIT
TEST PERFORMED ON 8-18-15 WITH STONE INDUSTRIES AND NYSDOH DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT
.
6 660 GAL %'�
AY 1-5 MPI 275'-25 =206' REPRESENTATIVE ON SITE. SCALE DRAWINGS
1211- #'I I btt blit KLAN t UK LUCA I IUN I
0"-12" DARK SANDY TOPSOIL
NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3.ALL PERMITTING/VARIANCES TO BE •, � ••, s+y` . :;,_-.-- i !1 .-, �r�'�:iis
PROPOSED INSTALLATION: 12"-66' TAN/BROWN SAND. SOME ROOTS
OF TREATMENT AREA.
NO GROUNDWATER OR MOTTLING NOTED OBTAINED BY CONTRACTOR AND/OR ( J y
TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS PROPERTY OWNER. :_ I� { +
DTP #2 (SEE SITE PLAN FOR LOCATION)
TOTAL NUMBER OF LATERALS = 4 0'-8" DARK SANDY TOPSOIL m,•�c`-�.•: "``�J �,'
8"-32" BROWN SAND.
LENGTH OF EACH LATERAL = 55'-0" 32"-72" LIGHT TAN/BROWN SAND IOCA1
TOTAL LENGTH OF LATERALS = 220' NO GROUNDWATER OR MOTTLING NOTED i '�'r'�•�! r�; ., 1
PT #1 STABILIZED PERCOLATION RATE: 1:10 MPI _ t� '--••
,
PT #2 STABILIZED PERCOLATION RATE: 1:09 MPI NORTH _- = tt: , ��✓
''3•p^'nes_.. i�•""`��_:• �.r-•. `.�t�r3
a PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN .• ! 6'` n$--�
TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS EXISTING FAILED SEPTIC SYSTEM CONSISTS OF COMBINED LOTS PROJECT LOCATION-dryION PLAN
WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN 1,3,5,7,9,11,15,&17 FLOWING TO A SINGLE SEPTIC TANK THEN TO DRYWELL(S),
SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. AS PURPORTED. PROPOSED PLAN IS TO PROVIDE EACH 3 BEDROOM LOT WITH
INDIVIDUAL 1000 GALLON SEPTIC TANKS AND A TREATMENT AREA DESIGNED NOT TO SCALE
FOR TWO LOTS WHICH EQUALS 6 BEDROOMS TOTAL LOT 17 IS LARGE AND
DESIGNED FOR A 4 BEDROOM UNIT. THIS DRAWING TO BE REFERENCED WITH
OTHER LOTS NOTED ABOVE.
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.
LOT3 EXISTING 3 LOT INFORMATION:
# BEDROOM -SOLID 4"0 SCH40 AT
PARKING DWELLING PER FOOT, TYP. TAX MAP #: 308.14-1 -52
L-1
TOWN OF QUEENSBURY
u �\ NEW 1000 GALLON CONCRETE LOT SIZE: 48.9 ACRES
4 LATERALS AT 55' EACH. .� L1 Q
ADS RANCOR ARC 24 CHAMBERS. I .. TANK WITH FILTER.SEE DETAILS.
SEE DETAILS. 55' APPROVAL STAMP / NOTES
SEVERAL TREES
� " ' •' • �����"� �� � �'��������� � INSTALLER TO LOCATE ALL UNDERGROUND
LOCATE WATER LINE AND � 6' � � ��
:...:...:.f1T?#�t .::_.:-..: _:. :•.:.....;... ..... -WYE TO BE REMOVED
MAINTAIN 10' HORIZONTAL HI#1 O \ BY OTHERS. UTILITIES PRIOR TO CONSTRUCTION.
SEPARATION TO SEPTIC, TYP. I ,. -.Y..,:;...:._:,.:... :..:::.:::`..::. ... .. :•.:,.:.:: / _-
10'MIN-J L4 R _
D-BOX NEW 1000 GALLON CONCRETE ��
PARKING TANK WITH FILTER.SEE DETAILS. +(
�� 11 0 3 216
r
OLI=:
.SY
LOT 1 EXISTING 3 (711
® I # BEDROOM
DWELLING
PROJECT: SEPTIC REPLACEMENT DESIGN ./ GRAVELLESS CHAMBER
ACTUAL SEPTIC COMPONEMALAYOUT
Av ourY. FOREST PARK - GREGWOOD CIRCLE
LOT #1 & #3
M I 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY)
TIU�F DRAWING TITLE:
AS-BUILT TIE-IN DIMENSIONS (FT) p �c+ 1�p 1� �g
A B C D �� K ' llt' �, 225 R GGLIEOS RELts RU o AGSPRINGS,�NYC SITE PLAN
SEPTIC SITE PLAN 518.581.3893 FILE NAME SITE
w SCALE 1" = 20'-0"
12 D-BOX 5 4 c] NO. SUBMITTAL / REVISION APP'D. DATE
a t� Z DATE SEPTEMBER 2015
L1 BEGIN 6 11 PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS ,� �,
Lii AND AS PURPORTED BY PROPERTY MANAGER. N (S A ISSUED FOR REVIEW/APPROVAL RKR 9/1/15 REVISION 1
o w L1 END 61 61 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST �d 0 �$ t RECORD DRAWING RKR 10/22/15
L4 BEGIN 14.8 9 NOT BE CONSTRUED AS SUCH. A �95� '�. SHEEP
a a L4 END 63.5 62 �OFESSIO�P C-001 1 2OF
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
L f MIN. EXCEED 24". INSTALL LATERALGUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY.
NATIVE END VENT >S DEEP. TRENCHES = 6 O.C.
GRAVELLESS Ll� 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN
CHAMBER EARTH d S PURPOSES ONLY.
BACKFILL 111
3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND
=11 „ — — 1=If 1 =I11 IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S
I I-1 11=1 I I-1 I F 2 CHAMBER 1=III=1 I _ =1 I
"-1'1 mil 11,=1 1111=X11=1I1=1 1= ali=1"- ONE CHAMBER
HEIGHT REQUIREMENTS.
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
THE RESPONSIBILITY OF THE OWNER.
DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE
F_XC NATION. DEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD.
GROUND WATER, BEDROCK OR NO VEHICLES ALLOWED ON TREATMENT FIELD.
IMPERMEABLE STRATA6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED.
PER NYSDOH APP. 75-A(FEB 3, 2010)• A 25% a is a violation of NYS education law article 145 for
any person, unless he/she is acting under the
REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO
direction of a licensed professional engineer, to alter DIVERT SURFACE RUNOFF FROM ADJACENT AREAS.
GRAVELLESS CHAMBERS WITH 1.6SF/Fr OF BOTTOM AREA ADS RANCOR ARC 24 CHAMBER MODEL
& VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. an item in any way. Refer to education law §7209.
GRAVELLESS CHAMBER TRENCH TREATMENT SECTION 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 24" DIA
r T-f---------- I 1 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH
C I I I I I
A RISER OR EQUAL
INLET ~ II tT�� OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH
I `1�1 I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL
I 11 1 1 CAUSE FAILURE OF SEPTIC SYSTEM.
INLETOUTLET PROVIDE EFFLUENT
FILTER. SEE NOTES. APPROVAL STAMP / NOTES
LOCKABLE INSTCOVER ALL RISER & EFFLUENT FILTER (POLYLOK PL-122)
1-1/2'
CONCRETE BAFFLE BACKFILL WITH CLEAN ,fl NISHED GRADE
OR EQUAL BAFFLE ON-SITE Mp�RIAL PLACED
REMOVABLE COVER IN 8 INCH LIFTS AND TAMPEDA�\ EFFLUENT FILTER / TOP SOIL SEED & MULCH
COVER
WATERPROOF SEAL
Q 12" MIN '' TSANITARY
INLET INVERTPOLY RISER
c0i INLET � ) OUT ET INVERT t � � OUTLET
INLET CAULKED / ` � � CAUIKED
` QJOINT
OUTLET JOINT / oqU, TEE W/
U
SANITARY LEVELEFFLUENTFILTER
r o 0° fo f
IL � so `Fo kms £oA 2" MIN. / ULKHEAD 3" MIN
12" MIN aO
° �oa ° /
i_' CLEAN SAND PEA
Ti8 7� 8 iFt�t lF GRAVEL OR AGGREGATE
i=X11=I t 111n]=111=111 — —it 1 (3/4" - 1 1/2")
cw(f,
IF DESIGNED 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 PROJECT: SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER
1. MINIMUM TANK CAPACITY AS FOLLOWS: OUT AND INSPECTED EVERY 2 YEARS FOREST PARK GRGWOOD CIRCLE
1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHAM BE 1,000 GALLONS, WITH OR LESS FOR OPTIMAL PERFORMANCE;
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 REGULARLY. OTHERWISE PREMATURE LOT #1 & #3
- FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. .
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 TITLE:
DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, QF NEj�r
SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. :1�' K , yO RKENGINEERING, PLLLLC DETAILS
AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 SEPTIC TANK TO D-BOX OR PUMP TANK: 4' PVC SCH. 40 PIPE OR 225 RUGGLES RD.,SARATOGA SPRINGS,NY
WITH LIQUID TIGHT JOINTS. 3. Gj 4' 1 518.581.3893 FILE NAME DETAILS
5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR
Yd SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. W
DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. > No. SUBMITTAL / REV SION APP'D. DATE SCALE AS NOTED
F NEW CONCRETE FOR EACH MOBILE HOME UNIT PROVIDE Cq � �z DATE SEPTEMBER 2015
A ISSUED FOR REVIEW/APPROVAL RKR 9/t/ts
w
DISTRIBUTION BOX NEW 1000 GAL CONCRETE SEPTIC TANK d w t RECORD DRAWING RKR 10/22/15 REVISION 1
�7950A
a a SCALE: NONE SCALE: NONE A�0 BSSI ��ti
[72
F O C-100OF