2006-427 ..0111U4 TOWN OF QUEENSBURY
pow
742518
Bay Road,Queensbury,NY 12804-5902 ( ) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number. P20060427 Date Issued: Tuesday, January 25, 2011
This is to certify that work requested to be done as shown by Permit Number P20060427
has been completed.
Tax Map Number. 523400-289-006-0001-015-000-0000
Location: 490 GLEN LAKE Rd
Owner KAREN SOMMER
Applicant: KAREN SOMMER
This structure may be occupied as a:
Septic Alteration Commercial
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the f a
property owner of the responsibility for compliance with Site Plan, rNJi 1..\t"
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code En oree�ent
Planning Board or Zoning Board of Appeals.
r
/ OFFICE USE ONLY ; ; RECEIVED
X53" �--1 - '1
TAX MAP NO. PERMIT N0. �J �Z�ERMIT FEE � 19
2106
APPROVALS: ZONING TOWN CLERK NOF
gU�►LUG vttNsauRY
D°SOF •
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT:
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
PERMIT. �,�� C,
OWNER: � L
a' 1(e tl,) Py` �l e V INSTALLER: !;`4—`[de.�S��t Ckvi 1�
ADDRESS: (O ‘ 7 ADDRESS: 2 j p7
Q
PHONE NOS. PHONE NOS. 713 4LOCATION OF INSTALLATION: r-t I M 4)8 QJ Cie �I ki
Ft,(oa ?.cr RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW
BEDROOMS
<i GARBAGE GRIND
d
1980 or older I X 150 gallon per bedroom = 2 I INSTALLED?/—
1981 -1991 ! X 130 gallon per bedroom = IF SPA OR HOT TUB
1992-present i X ' 110 gallon per bedroom = + INSTALLED? �L
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING X STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND X LOAM CLAY OTHER
✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT
WHAT DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL X
(IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS "v FT. )
V PERCOLATION TEST: RATE IS am""'' PER MIINUTE` PER INCH (TEST TO BE
COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by
a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250
gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub.
✓ SEPTIC TANK: GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT.
✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY?
✓ SIZE OF EACH FT. X FT.
✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT.
✓ BED SYSTEM SIZE: X
✓ ALTERNATIVE SYSTEM: _cam cam. p 161- - LENGTH AND/OR SIZE
✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH
✓ GALLONS./TOTAL CAPACITY: GAL.
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN
APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any
permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or
failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void.
I have read the regulations with respect to this application and
agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL
Queensbury Sanitary Sewage Disposal Ordinance. codes@queensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
C. www.queensburv.net
Signatu e f Person Responsible Date
'`•: Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
OW TOWN OF QUEENSBURY
4 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
f
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20060427 Application Number. A20060427
Tax Map No: 523400-289-006-0001-015-000-0000
Permission is hereby granted to: KAREN SOMMER
For property located at: 490 GLEN LAKE 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 Value
Owner Address: KAREN SOMMER
2066 RIDGE Rd Septic Alteration Commercial
Total Value
QUEENSBURY,NY 12804
Contractor or Builder's Name/ Address Electrical Inspection Agency
Plans &Specifications
2006-427
COMMERCIAL SEPTIC ALTERATION
$35.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, June 19, 2007
(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 Town f Que bu ii Mo, . .yy,June 19, 2006
40. 9
SIGNED BY `V i for the Town of Queensbury.
Director of Building&Code Enforcement
Septic Inspection Report
Office No. (518) 761-8256 Date Insp do equest received:
Queensbury Building & Code Enforcement Arrive: Cam/p /� Dep art: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's hSitials: \J( -
NAME: wc,C,t . aru PERMIT NO.: ( �
LOCATION: . P r) . INSPECT ON: MI
RECHECK:
Comments and/or diagram
Soil Type: Sand / Loam / Clay
Type of Water: Municipal / Well Water _
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field / Pit
Opening Sealed: __Y.N
End Cap _Y_N
Inlet/Outlet Pipes &Baffles _Y N
Location/ Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits J ft. /, -/ r
Conforms as per Plot Plan h N G� Ip�e �/�� ei
Engineer Report and As-Built Y.Y_ N
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Stat :
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc
01/19/2011 17:30 5187928511 VAN DUSEN AND SIEVES PAGE 02/02
NAGE ENGINEERING, P.C-
169 Haviland Road, Queensbury,NY 12804
Phone-513-745-4400 Fax -518-792-8511
off— Ik2:7
•
June 24, 2006
Job# 49202
Mr. Dave Hatin
Town of Queensbury
742 Bay Road
Queensbury,NY 12804
RE: Full Moon Bar
Replacement Septic System Inspection
Dave:
This letter is to inform you that we inspected thecompleted 2, septic system for. the Full Moon Bar
on Glen Lake Road in the Town of Queensbury on June
The septic system as installed consisted of a new 1,000 gallon pump station with 1 W' force
main. and 7— 50 lineal foot laterals (350 ft) of absorption trench constructed
td with drawings approvedced pie
and stone. The system conforms to the requirements of the approveddesign
by NYS DOH.
Please call me if you have any questions or concerns.
I_
Sincerely, ., r ".r I
_' ,�
Thomas R. Center Jr., PE JAN 2 0 2011 (i
Cc: Mike Shaw,NYS DOH (Glens Falls) TO'vw� .'suVY
BUILDING b, CODES
Septic Inspection Report
Office No. (518) 761-8256 Date Ins ectio request received:
Queensbury Building &Code Enforcement Arrive: am/ /Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:C�"—�—
NAME: PERMIT NO.: I 7
LOCATION: Le. INSPECT ON: 11%
RECHECK:
Comments and/or diagram
Soil Type: Sand / Loam / Clay l
Type of Water: Municipal/ Well Water
Waterline separation distance ft.
Well separation distance ft.
Other
Well Casing Length 50'N+l/ - Y N N/A ' u' /4 OCAL-_
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field / Pit
Opening Sealed: _Y�N
End Cap _.Y_N
Inlet/Outlet Pipes & Baffles _Y_ N
Location / Separations
Foundation to tank ft. /
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y
Engineer Report and As-Built _ Y N 6No 4/0/0/6/444____
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:
Ap roved
rtial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc
5skt S f--t_sicec2'50/-,_,
Septic Inspection Report
Office No. (518) 761-8256 Date Ins.= ' ,request received:
Queensbury Building&Code Enforcement Arrive: am/priP„ / Depart-am/pm
742 Bay Rd., Queensbury, NY 12804 Inspecto s Initials: �/
NAME: (:-/eQ( I/Icc t� PERMIT NO.:
LOCATION: 470(>frt.. n �)_ ,rc1/ INSPECT ON: ' 3-6
RECHECK:
Comments and/or diagram
Soil Type: Sand / Loam/Clay 1
Type of Water: Municipal/ Well Water
Waterline separation distance ft. �� --�
Well separation distance ft. „ --/ f (J 7
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/ Pit
Opening Sealed: Y N
End Cap Y N 64J,9-6- .
Inlet/Outlet Pipes&Baffles Y N
Manholes 12"or less below grade Y_N CP77--2-/L6
[provide extension collar if Yes] _Y N
Location/ Separations 'To — ti r # 7 f j 00
Foundation to tank ft. / I/ '
Foundation to absorption � � /Ir27('�
Separation of Pits .
Conforms as per Plot Plan Y N
-�` Engineer Report and As-Built Y N ,t/&3 Env; 4pf'R)✓/3v
ETU Maintenance Contract _Y_ N
provided
Location of System on Property:
Front Rear J Left Side Right Side Middle Front Middle Rear
stem Use S
I'•Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No........................................Cert. N 2 9 4 2 8 5 Cutin Card No.....................................
Owner............5....... �1,�,;t�F� /�' ..................................................................................................
Installation Consisting of.: :?m_.� t� .,,.. I1i of nv n2
..............................I............I.............................
....................................................................................................................................................................................
InstalledBy........ ..........................................................Lia No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of makip �spections at any time, and if its
rules are violated,the Company shall have the right to r v e i ce ficat .
Date.... ....v!... ................... INSPECTOR...... .. ......... f ..........................
Member N.F.P.A.,I.A.E.I.
i
Septic Inspection Report
518 761-8256 Date Ins 'on r nest received: �P�a I �L G
Office No. ( )
Queensbury Building &Code Enforcement Arrive: �i am/p ,Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Ins i Ifiitials: '—
NAME: .----re E 7 r lw'L J � ` PERMIT NO.: � t 7 1
LOCATION: / (INSPECT N' *--- t.r ' 1 a 1 d_cG
L
RECHECK: (arA ( j�� ,V � Q 6k.
Comments and/or diagram
Soil Type Sa / Loam/Clay
Type of r: Municipal/ Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x___ _
Stone Size:
Piping Size Type
Building to tank -XG/h r'i
Tank to Distribu ' n Box 'Lt'` R+c— mon&
Distribution Box 'eld/ Pit
Opening Sealed:(Y N/ Partial `
End Cap v
Pipes&Baffles I —N
Inlet/Outlet
Location / Separations �/
Foundation to tank f` k ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot PlanY _N
Engineer Report and As-Built —Y ✓N ,// t-2 6/0Go Opp/O✓ _
Location of Syst n Property: `' /---_.-1,0R.c, &-t Lie
Front ear Left Side Right Side
Middle Front Middle Rear
System Use Status:
iproved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
°I _
g
SOILS
DATA
15% MAXIMUM
TEST PIT#1
0-2"
TOP SOIL
2-44"
LOAMY MEDIUM FINE SAND
44-71"
MEDIUM FINE SAND
NO MOTTLING
OR GROUNDWATER OBSERVED
PERCOLATION
RATE - 1" IN 3 MINUTES, 31 SECONDS
TEST PIT#1 BY
NAGE ENGINEERING - 12/30/05
PERCOLATION
TEST BY NACE ENGINEERING IN A 30 INCH DEEP HOLE
AND A TEST
DEPTH OF 24" ON 12/30/05
TEST PIT#2
0-6"
TOP SOIL
6-11" FINE SAND
19-32"
TOPSOIL
32-65"
LOAMY MEDIUM COARSE SAND W/COBBLES
65-74"
MEDIUM FINE SAND (MOIST)
NO MOTTLING
OR GROUNDWATER OBSERVED
PERCOLATION
RATE - 1" IN 3 MINUTES, 39 SECONDS
TEST PIT#3
1, END OF ALL DISTRI13UTOR PIPES MUST BE
0-7"
TOP SOIL
7-19"
LOAMY MEDIUM COARSE SAND W/COBBLES
11-13"
GRAVEL
13-48"
LOAMY MEDIUM FINE SAND W/COBBLES
48-75"
COARSE SAND W/ GRAVEL
NO MOTTLING OR GROUNDWATER OBSERVED
TEST PIT#2 & #3 BY NACE ENGINEERING W/ NYS DOH — 05/1/06
SEPTIC kYSTEM DESIGN
DESIG FLOW - 49 SEATS -
- DESIGN BASED ON 20 GAL./DAY/SEAT LESS 20% FOR
STANDARD WATER SAVING FIXTURES = 784 GAL./DAY.
SEPTI TANK - USE EXISTING 1,000 GALLON SEPTIC TANK
GREG E TRAP - USE EXISTING 1000 GALLON GREASE TRAP
f
ABSORPTION - 3 MIN - 31 SEC PERCOLATION RATE
- 784 GPD / 1.2 GAL/DAY/SQ.FT. = 653 SQ.FT. REQUIRED
- USE 7 LATERALS ® 50' LONG EACH = 350 L.F. = 700 S.F.
- CONTRACTOR MUST REMOVE EXISTING MATERIAL IN AREA OF THE
REPLACMENT ABSORPTION FIELD TO A MINIMUM DEPTH OF 32" OR UNTIL
ENTIRE LAYER OF BURIED TOPSOIL HAS BEEN REMOVED: ----
NOTE: ICE RINK ABOVEE SEPTIC SYSTEM WILL BE ALLOWED.
OWNER HAS BEEN ADVIS D IF SYSTEM PROBLEMS DEVELOPE, �2N�
FLOODING OF SEPTIC SY TEM AREA FOR ICE RINK SHOULD BE DISCONTINUED.
0�
capped iron
pin set
4.19"
MAP REFERENCE:
MAP OF A SURVEY MADE FOR
KAREN L. SOMMER
DATED 12/08/03
BY BRUCE E. AGARD
2" MIN. i
io
T
18" MAk,
4'-0"
2'-0"
15% MAXIMUM
},
CROSS SLOPE
OVERFILL TO ALLOW
6" MIN.
2' MIN �0° SLOPE op
ON SLOPED SITES
TES
FOR SETTLEMENT
/
Asphalt roadway
6"-92" FILL
�
�'
GEOTEXTILE FABRIC
/
a�pi o�
V4"_D/32�PER
4'° PERFORATED
0�
LOPERF)R
FT L'
(f
12" MIN.
LATERAL
1, END OF ALL DISTRI13UTOR PIPES MUST BE
4E24!'N.
w
z
3/4" TO 1 1/2"
No record of road
PLUGGED UNLESS INTERCONNECTED.
2. ALL LATERALS TO BE OF EQUAL LENGTH.
U
CRUSHED STONE
�
found.
MAXIMUM SEASONAL HIGH -1
=_
GROUNDWATER ELEVATION
i or BEDROCK
i
►RPTION TRENCH
SECTION
NOT TO SCALE
fJ
Eq
PERCOLATION TEST BY NACE ENGINEERING IN A 30 INCH DEEP HOLE / / NOT To SCALE p 1
AND A TEST DEPTH OF 24" ON 5/1/06IN
)
/ STALLATION OF DISPOSAL FIELDS In o
p°J / 1 Story 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, w
R1 / 'Cone. Block AND 'SHALL BE IN ACCORDANCE WITH THE N.Y,S.
EXISTING WELL DEPARTMENT OF HEALTH, AND E-4Parkin Area y "fid
/ g Building ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND �/
rn Z
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.. � h�v
2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE=LIMITS 1
/ EX. SUM PUMP MP DISCHARGE SHALL BE / I OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. W
/ DIRECTED AWAY FROM THE ABSORPTION / 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, W
FIELD, GREASE TRAP, SEPTIC TANK & PUMP STATION. / THE WALLS AND FLOOR of EACH TRENCH SHOULD BE CLEANED
/ \ i� / metal stake found AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
NEW DISTRIBUTION SMEARED SECTIONS OF TRENCH. O
{ / BOX ���SSS 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND GEOTEXTILE
Point o / 20, y FABRIC SHALL BF, AS SHOWN, AND CARE SHALL BE
"" :'i ._ EXERCISED TO A{OID INCLUSION OF: FINE •GRAINED .SOILS_ AND `.-<-:
---� - a� _.. /,—.`...._ MIN." ''.:2. _ EX ..
— -
- .._ _>. O
� "./ / � -, ".o- �...ry .r.,,. .::_ _,, .ws4r:. ...s,t:::�.-..-„�....._,:, n;:r3�..< :�,��. ,;..,.� .� _,-. _.,,OTHER WASTE MFTERIAL IN -THE AND PIPE.
Be cnnrn ” .oma + :.>. ,. ., �< I r _ ,�
.°' � CROWN FIELD TO SHED WATER & NEW 1 - 1/2" HDPE O �I-
tK DIRECT STORMWATER TO DRAIN AROUND FORCE MAIN 'I - 5. THE PIPE SHOULD BE LAID AT THE GRADES AND To THE
^__ REPLACEMENT ABSORPTION FIELD
�
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT1 . / TP 2
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
24" Maple tree OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID
I WITH THE HOLES DOWN IN ALL CASES. w
PT 2 O I ��' tK 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL EIVE.D
EXISTING 1,000 GALLON AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY RCs
/P'E� C, GREASE 'CRAP FROM THE DISPOSAL FIELD.
_n
7 50 LF ABSORPTION U�
metal stake found 5,U p JUN 19 2006 �y
� - / � 7. REMOVE LEAVES, .ROOTS, PLANTS AND ORGANIO DEBRIS. PLOW SURFACE PRIOR �I
TRENCH LATERALS /SCOPE m TO SPREADING FILL MATERIAL. TOWN BUILDING AND CODEY d'
EXISTING 1,000 GALLON 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ADSORPTION FIELD AREA. d
NEW PUMP SEPTIC TANK,
STATION 9. PLACE FILL AND ;ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE
Tp 3 / DEPARTMENT OF HEALTH STANDARDS.
o 6891
U TP #1- rLl
x 5/8" copped iron
PT 1 pin set NOTE: INSPECTION & CERTIFICATION WILL BE REQUIRED BY
o N
F �o� 604�2.. NACE ENGINEERING.
w MIN.
8
11-4
ACCESS HATCH
g9, 5 15 3� 0 Fallobijects
eseen o or belietoI lsa;v evidenceo1X42• such as houses, Welis tr (ar�ce;
ti led
5/8" cal pi� set ELECTRICAL ironj'a10, N e n this document. I also re r614s `e tl
I Lands N/F of FINISHED "r:'ar�a1F q a etc 9
MUL CAH Y
Bk. 588, Pg. 886
Town of Queensbury
289.06 - 01 - 14
INLET 4
SEWER
EXISTING 1000 GAL.
GREASE TRAP
NEW HEAVY DUTY MANHOLE FRAME
AND COVER TYP.)
SYRACUSE CASTINGS #1007D OR EQUAL
GRADE
CONCRETE EXTENSION RINGS
/ ON ALL ACCESS OPENINGS (AS
4PVC OUTLET
'
SEWER
0 00 000
ooo0�000
EXISTING 1,000 GREASE TRAP - END VIEW
NOT TO SCALE
GRADE
0 _f000 GAL. SEPTIC TANK -
JUNCTION I Lasured the I t n •nor 1 have v
GRADE Urs ances se e�
BOX?. t forth 01) the d1 ,,,r11 l
UBMER IBLE _` DA F
PUMP
— 4„ PVC N E
TO DISTRIBUTION BOX Pg
ALARM -ON
NEW HEAVY g9UTY MANHOLE FRAME CONCRETE OR STONE�-
- AND COVER (TVP.) MARKER ABOVE ALL I PUMP QIP_. O - --- 1/4- WEEP HOLE cid
SYRACUSE CAAASTINGS fIO07D OR EQUAL BURIED COVERS t i
I (0 ) 1-1/2" FORCE MAIN
PUMPS OFF CHECK VALVE rte.
INLET BAFFLE 12" MIN. COVER OVER
FA�S
EfOMSION RINGS ALL UCTURES
QP.) DISTRIBUTION,BOXCONCRETE TO BE NEW YORK STATE DEPARTMENT OF HEALTH
BY FORT MILLER OR GLENS FALLS DISTRICT OFFICE
EQUAL l 1000 GALLON PRECAST CONCRETE \ TROWEL FINISHED
p p SEPTIC TANK MERCURY FLOAT \ DUPLEX EFFLUENT PUMpated: �l6 l o�
These plans far
AS MANUFACTURED BY FORT "MILLER SWITCH WITH (USE SEWAGE PUMP ; �,� ��, �t�6n
C11° �°ALL °PEA 0 BESETAT,E WEIGHT (TVP.) IF PUMPING INTO
DISTRIBUTION BOX GRAVEL THE SAME ELEVATION. OR EQUIVALENT } SEPTIC TANK) are hereby Approved by:
USE SPEED LEVELERS
NOT TO SCALE ON ALL OUTLET,PIPES (NO LADDER RUNGS) SEWAGE PUMP STATION
1, for the State Commissioner of Health
,. NOT TO SCALE
Datei MAY 22, 2006
1. PUMP TO BE EFFLUENT PUf4PS RATED AT A MINIMUM OF 30 GPM Scale, AS NDTED
AT 3.87 FEET TOTAL DYNAMIC HEAD.` '—PUMP TO BE 1/3 HP GOULDSTOWN OF QUEENSBUR ,
MODEL 3885WE03L'OR EQUAL.
I BUILDING & COD P _
I 3." PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. �
AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT REVIEWED BY ( / _ 4922
S /7
EXISTING 1000 GALLON SEPTIC TANK V DATE
3. PUMP CYCLE VOLUME = 183 GALLONS = 80% OF ABSORPTION / SHEET 1OFI
NOT To SCALE FIELD PIPE VOLUME. 807 G,\L. OF STORAGE PROVIDED ABOVE ALARM LEVEL.
I
_-,
ill
6" MIN.
2' MIN �0° SLOPE op
/
Asphalt roadway
�
�'
a
/
a�pi o�
V4"_D/32�PER
with street sign
0�
LOPERF)R
FT L'
(f
"Nacy Rood",
1, END OF ALL DISTRI13UTOR PIPES MUST BE
w
z
No record of road
PLUGGED UNLESS INTERCONNECTED.
2. ALL LATERALS TO BE OF EQUAL LENGTH.
U
z
�
found.
STANDARD ADSORPTION TRENCH PROFILE
Z
o
PERCOLATION TEST BY NACE ENGINEERING IN A 30 INCH DEEP HOLE / / NOT To SCALE p 1
AND A TEST DEPTH OF 24" ON 5/1/06IN
)
/ STALLATION OF DISPOSAL FIELDS In o
p°J / 1 Story 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, w
R1 / 'Cone. Block AND 'SHALL BE IN ACCORDANCE WITH THE N.Y,S.
EXISTING WELL DEPARTMENT OF HEALTH, AND E-4Parkin Area y "fid
/ g Building ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND �/
rn Z
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.. � h�v
2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE=LIMITS 1
/ EX. SUM PUMP MP DISCHARGE SHALL BE / I OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. W
/ DIRECTED AWAY FROM THE ABSORPTION / 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, W
FIELD, GREASE TRAP, SEPTIC TANK & PUMP STATION. / THE WALLS AND FLOOR of EACH TRENCH SHOULD BE CLEANED
/ \ i� / metal stake found AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN
NEW DISTRIBUTION SMEARED SECTIONS OF TRENCH. O
{ / BOX ���SSS 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND GEOTEXTILE
Point o / 20, y FABRIC SHALL BF, AS SHOWN, AND CARE SHALL BE
"" :'i ._ EXERCISED TO A{OID INCLUSION OF: FINE •GRAINED .SOILS_ AND `.-<-:
---� - a� _.. /,—.`...._ MIN." ''.:2. _ EX ..
— -
- .._ _>. O
� "./ / � -, ".o- �...ry .r.,,. .::_ _,, .ws4r:. ...s,t:::�.-..-„�....._,:, n;:r3�..< :�,��. ,;..,.� .� _,-. _.,,OTHER WASTE MFTERIAL IN -THE AND PIPE.
Be cnnrn ” .oma + :.>. ,. ., �< I r _ ,�
.°' � CROWN FIELD TO SHED WATER & NEW 1 - 1/2" HDPE O �I-
tK DIRECT STORMWATER TO DRAIN AROUND FORCE MAIN 'I - 5. THE PIPE SHOULD BE LAID AT THE GRADES AND To THE
^__ REPLACEMENT ABSORPTION FIELD
�
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT1 . / TP 2
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
24" Maple tree OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID
I WITH THE HOLES DOWN IN ALL CASES. w
PT 2 O I ��' tK 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL EIVE.D
EXISTING 1,000 GALLON AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY RCs
/P'E� C, GREASE 'CRAP FROM THE DISPOSAL FIELD.
_n
7 50 LF ABSORPTION U�
metal stake found 5,U p JUN 19 2006 �y
� - / � 7. REMOVE LEAVES, .ROOTS, PLANTS AND ORGANIO DEBRIS. PLOW SURFACE PRIOR �I
TRENCH LATERALS /SCOPE m TO SPREADING FILL MATERIAL. TOWN BUILDING AND CODEY d'
EXISTING 1,000 GALLON 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ADSORPTION FIELD AREA. d
NEW PUMP SEPTIC TANK,
STATION 9. PLACE FILL AND ;ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE
Tp 3 / DEPARTMENT OF HEALTH STANDARDS.
o 6891
U TP #1- rLl
x 5/8" copped iron
PT 1 pin set NOTE: INSPECTION & CERTIFICATION WILL BE REQUIRED BY
o N
F �o� 604�2.. NACE ENGINEERING.
w MIN.
8
11-4
ACCESS HATCH
g9, 5 15 3� 0 Fallobijects
eseen o or belietoI lsa;v evidenceo1X42• such as houses, Welis tr (ar�ce;
ti led
5/8" cal pi� set ELECTRICAL ironj'a10, N e n this document. I also re r614s `e tl
I Lands N/F of FINISHED "r:'ar�a1F q a etc 9
MUL CAH Y
Bk. 588, Pg. 886
Town of Queensbury
289.06 - 01 - 14
INLET 4
SEWER
EXISTING 1000 GAL.
GREASE TRAP
NEW HEAVY DUTY MANHOLE FRAME
AND COVER TYP.)
SYRACUSE CASTINGS #1007D OR EQUAL
GRADE
CONCRETE EXTENSION RINGS
/ ON ALL ACCESS OPENINGS (AS
4PVC OUTLET
'
SEWER
0 00 000
ooo0�000
EXISTING 1,000 GREASE TRAP - END VIEW
NOT TO SCALE
GRADE
0 _f000 GAL. SEPTIC TANK -
JUNCTION I Lasured the I t n •nor 1 have v
GRADE Urs ances se e�
BOX?. t forth 01) the d1 ,,,r11 l
UBMER IBLE _` DA F
PUMP
— 4„ PVC N E
TO DISTRIBUTION BOX Pg
ALARM -ON
NEW HEAVY g9UTY MANHOLE FRAME CONCRETE OR STONE�-
- AND COVER (TVP.) MARKER ABOVE ALL I PUMP QIP_. O - --- 1/4- WEEP HOLE cid
SYRACUSE CAAASTINGS fIO07D OR EQUAL BURIED COVERS t i
I (0 ) 1-1/2" FORCE MAIN
PUMPS OFF CHECK VALVE rte.
INLET BAFFLE 12" MIN. COVER OVER
FA�S
EfOMSION RINGS ALL UCTURES
QP.) DISTRIBUTION,BOXCONCRETE TO BE NEW YORK STATE DEPARTMENT OF HEALTH
BY FORT MILLER OR GLENS FALLS DISTRICT OFFICE
EQUAL l 1000 GALLON PRECAST CONCRETE \ TROWEL FINISHED
p p SEPTIC TANK MERCURY FLOAT \ DUPLEX EFFLUENT PUMpated: �l6 l o�
These plans far
AS MANUFACTURED BY FORT "MILLER SWITCH WITH (USE SEWAGE PUMP ; �,� ��, �t�6n
C11° �°ALL °PEA 0 BESETAT,E WEIGHT (TVP.) IF PUMPING INTO
DISTRIBUTION BOX GRAVEL THE SAME ELEVATION. OR EQUIVALENT } SEPTIC TANK) are hereby Approved by:
USE SPEED LEVELERS
NOT TO SCALE ON ALL OUTLET,PIPES (NO LADDER RUNGS) SEWAGE PUMP STATION
1, for the State Commissioner of Health
,. NOT TO SCALE
Datei MAY 22, 2006
1. PUMP TO BE EFFLUENT PUf4PS RATED AT A MINIMUM OF 30 GPM Scale, AS NDTED
AT 3.87 FEET TOTAL DYNAMIC HEAD.` '—PUMP TO BE 1/3 HP GOULDSTOWN OF QUEENSBUR ,
MODEL 3885WE03L'OR EQUAL.
I BUILDING & COD P _
I 3." PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. �
AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT REVIEWED BY ( / _ 4922
S /7
EXISTING 1000 GALLON SEPTIC TANK V DATE
3. PUMP CYCLE VOLUME = 183 GALLONS = 80% OF ABSORPTION / SHEET 1OFI
NOT To SCALE FIELD PIPE VOLUME. 807 G,\L. OF STORAGE PROVIDED ABOVE ALARM LEVEL.
I
_-,
ill